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Home My WebLink About01-0628,887,872,871,832,1209 -, .-- Cl" J OF PRIOR LAKE BUILDING PEL,lIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT (Please!VD~ or Print and si2l1 at bottom) ADDRESS 16510 TRANQUILLITY COURT Date Rec' d 1--/ /-0/ ; ~~:. ~::y r PERMIT NO, Of- 0""41. J_ Yellow Applicant t#Vc,/ PRIOR LAKE, MN 55372 ZONING (office"se) R-l LEGAL DESCRIPTION (office use only) LOT 2 BLOCK 1 ADDITION CREEKSIDE ESTATES PID 25-378-002-0 Outility/cz]ection , zs; 4lIe: - o Misc. PROJECT COST /V ALUE (excluding lan~) $ , e~ _.... - I hereby certifY that I have furnIShed roformanon on this apphcanon which IS to the best of my knowledge trUe and correct I a1~that I am the oYi1'dO;' authorized agent for the above-mentioned property and that all construct1on wIll conform to all exISting state and local laws and will y.........."... II! ........uraiiilce with submitted p~ans. w e that the b . .ng offiCIal can revoke thiS permit for just cause Furthermore, I hereby agree that the CIty OffiC1a1 or a designee may enter upon the t erform nspections , I X _ v 7055 ~/~tJIDI ( SIg11a!lire l:! 1\1l.~\E. ~I!AIZ..PIlot... Contractor's License No. I I . Date r.,AtJJJ "1M!'" '#2.~ $ 20.~- I #24 $ 'Z.'U",DD. - I Size 5/8"; 1 II. w./.. $ I ' ;fA_l ~tr . W#/.14t6 '-$~ tT I #f4 $ -ZS,B-=-- I #24 $ ,,,. &::1:0. - $ $ I $/ OS; z.9'5::zst I Paid 1D'1 ;,lH 5, ;J. 5 I Receipt N oY((J I Uh I Date 7}/,;}..J 0 J Bv ~ -" .I / u- This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document =~e~~igned by the;:; p~ coo,ti~tes a tempo,ary Certificate of Zoning compliance and 0' ~~ cOf);f;;:;:;;:::Jk;ie"i111efi;sCU~41t':::J is ~~. ~ I./~^, - ~ - I J Planning Director ~ 191 liMIi~e~onsO!(,anno+ ~rd_ 24 hour notice for an inspections (9~fax(95~44..L r./5- ". ,,,. ..N...... a.a...~ ~ 1-'fA.IJ ....,---.... . OWNER (Name) EAGLE CREEK DEVELOPMENT LLC (Address) 7765 175TH STREET EAST BUILDER (Name) SKARPHOL CONSTRUCTION GROUP, INC. (Address) 12360 RIVER RIDGE BOULEVARD TYPE OF WORK El New Construction ODeck OLower Level Finish o Fireplace I Permit FeeS408;1S-I 'ZS",~{JC $ I Plan Check Fee $ State Surchar~_ 4 $ ~"'~J(,.~ PenMty $ Plumbing Permit Fee $ MechanicM Permit Fee $ $ $ 8185.- 5840:75 e. 70. - I Sewer & Water Permit Fee I Gas Fireplace Permit Fee ,~II I g pe:~enr:oved Building Official ------- I Date' PRIOR LAKE, MN (Phone) 55372 952-447-5058 952-894-9882 (phone) BURNSVILLE, MN 55337 OPorch ORe-Roofing ORe-Siding OAddition OAlteration Park Support Fee SAC Water Meter I Pressure Reducer Sewer/Water Connection Fee Water Tower Fee I Builder's Deposit I Other I TOTAL DUE CITY OF PRIOR LAKE BlJILDING PERMIT, TEMPORARY CERTIFICATE 0' ZONING COMPLIANCE AND UTILITY CONNECTION PERl\1Il ':.J...P / ~ '" 0- ::;-/ fe LUll n 0 (-cpC7'4 ; ~i~:; ~:~ I PERMIT NO. AlC_ d /7-) 7 ).Yellow Applicant C.:::' F.JiD f'rlease ~ or nrint and sim at bottom) I ADDRESS t ~<)\O \ ~Ut...l1Y c...y- . LEGAL DESCRIPTION (office use only) LOT -z.. BLOCK \ ADDITIQN/"' ~'5tCG- t;; "' , c!. 'So OWNER (Name) ~U'c..b ~~ Thv _ (phone) (Address) I./fd) 115~~~.,... 1?~~ BUILDER /' In"" ~ tIn (Name) (-?f'IC:r~-r ~'T r ~+ (Contact Name) <.......~-n- <'l\'~ (Address) ~, t(.p5~~ ~c...~ TYPE OF WORK o New Construction Date Rec I ZONING (ollloeuse) Pill 44--, ....~ ~'377 (Phone) ~< -~3 -G,;,W~ (Phone) 1f1-v ODeck OPorch ORe.Roofing <;""C5Ai ORe"-Siding ~Lower Level Finish 0 Fireplace OAddition OAlteration OMISC.t~M..~~'L~PROJEcrCOST/VALUE (exc1udingland) S I hereby certIfy that I have furnished informaoon on this apptatton which is to the best of my knowledge true and colTect. I also certify that I am the owner or authorized agent for the above-mentioned y."I".....j and that all construction will conform to all existing state and local laws and will proceed in accordance with SUbmi::nP:$. I am aware that the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may ;ter_u4l';;;~n;:.dedinspectiOllS . ~ Il)~ v\ Signature Contractor's License No. Date $ I $ $ $ $ $ $ .... $ 1 .___- J I . m BOOdingp;t;; Z;~d Date I Park Support Fee I SAC 1 WaterMeter Size 5/8"; I"; Pressure Reducer Sewer/Water Connection Fee , Water Tower Fee I Builder's Deposit I Other I TOTAL DUE .- I Paid 'if/.7!1:.r,,- I Dlrte ~- ':::1-..0-0 rJ. ~'~(l1'lof OUti1ity Connection # $ # .1 $ 2.'_ $ 2-" $ # $ # $ 1$ $ $ ~zs. - { (d/. ,- .., SS - I ReceiPt No. W'-{ '(' / IBv rr ' This is to certify that the request in the above application and accompanying documents is in accordance with the Cty Zoning Ordinance and may procetd as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows c_....._..~.:_.. to _____._.__. Before occupancy, a Certificate of Occupancy must be issued. Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 13/01 BON 09:01 FAX 6124474243 CITY OF PRIOR LAKE 141002 .. CITY OF PRIOR LAKE . BEATING/AIR e..h~&l'di...h~.u~GIFIREPLACE PERMIT Date Ree'd ~l'lP.!."_Il' p....l.....l ADDUSS /65/0 -trz^~QU'/rltl., i::' ~ I PERMIT NO. I,V__ . c.. v lU- LEGAL DESCRJ!- nON (oIIko... 0JI1y) LOT (, BLOd: I Au....ul0N crbla;"-' (rf.,jk( PID OWNER. (Name) 1iZE'-'! &:'J..... , \ cr<<>.tt/c.. t::J.<,,~(dM'/"+ , ,. =l ~S' I APPUCANT ~ (Nlbllt' (.::)[ ~ J<-t__<..Joe s.l- M.~.L..,' (Addms) L l..{o ~ 11 It '5 <;-/flu ~ I ~ (Cont&c:tPeuon) '...:SC"'(")~,;}~Ai-.E- (PboDe) 1fa~~ l~~ -G1.8S . APPLICANTSld ,ATURE . .f CL~ ~ DATIl' ?;-/3 J Zt? t) / I / _ -.--..,-- ---r -- , tlK.i L1CANT PLEASE COMPLETE BELOW []NEWCONSTRUCDON OREPLACEMENT OALTERAllONS FURNACE MAKE ~ND MODEL S k., J>.)-'=- FI1EL J(;,fI. , bAS FLUE SIZE 1,1+- REnJRN OPENINGS INPUT OUTPUT [' YPI! OFSYSTBM: HEAnNG OR.~ w II.:.A PLANT . ~ ~ AirP..... ~::;._ .J~1llicII . tlll.ldlllion ~~~:., ~~iI1~:* FIREPLACE MAJ(! AND MODEL A(1f' I ?.r;bll. (Phone) CAlc..... ,..,,10/- ,,"z- y't?-<;Dry CAddtas) /7'5 $.... J":"HL 5'')' 111... . (Pbone) 7(. '$ - dJ Co 1- (,;2.1'';- ?,r <; L^:Ic~ , (CIly) (ZiP Co*) PLEASJt NOTB: Air Caadilloner Units c-r.......h.. RequlrecI Side YIIfd ~ IncIuIlrial, ~ .I: Multi.Family Reslclenlill. Hcllinl'i. AIC (N..... CoostructiOll) bsiclellllal, HnliDI" l!y (NcwC...,,,., ..~,.. FU: S. ~4>!oa< .JLE 1% of job COlt R<:sidadiol,GaaT:../, .. 539.~ mlllilllum S99,~ S64.~ bsidemial, Addilionl.l: AIUnlions Resldcnlial, AC 0lI1y S39.~ 539.50 539,~ (OIIlco tJao o.p() . This A E.:.."....JCost$ //)7./JtJO~_ 1 tl70. DO + HEATING PBRMIT FEE STATE S1JR.CHAIlGE TOTAL PDMlTFD T Buildinl Pamit II S 1070. "., S ,so $ /070, ">"0 ~I~I 10' 11'IIId'l.-\ z..(-; I oariSJ 11/ c; I , I 24 lleur _ ..... AI. '... , .!, u (HI) "'-' ,.. (HI) "'''245 .Ud-'r.;k~;" I IDa.. Keceipt No, " -b,~ By f4'J(f / I.. 06/13/01 MaN 08:00 FA! 6124474245 CIn OF PJ!.!OR LAKE IilIOOl Date Ree'd CITY OF PRIOR LAKE PLUMBINGPERMlT .lfld!:<<~"-""_OC_l \/ ADD1U;.SS I ' .k /651 0 T~N ou:l;~ ''j ("",Io,l2..j.... I - LEGAL DESClU . nON (oJIIar... Ollly) LO'l'L BLOC,.I A."lJUlON ~ si a..... I y OWNER ~ /1 (Name) E' ~ / I..... 17U5 ,-t,b '.I C~h~ PID <",..... /<.. Ottu. 1PhOIle) ('In.] If S' ? 50 w (Address) t '75 5 -t'_ ..t ,4-)-1- ?fZU' u-jL.A. "f., J7L /. -W~~ 16'4l.Af ',.1"'''' :,~I... (Ph0fJ.e1 7(:,1-1.(.3- 6'W5" ;. (Address) 12~~b") 11.5 ~ '"K,,,\ lllC..... 55301, (Address) (City) (Zip CocIc) ): (Contaa Persol 5 t:.../f "5/ik2.-L. (phone) 7 6 3:2 &:. 3 - t?-r" ~, APPUCANT:I GNATU1U!~ ,~AN- DATE .~-) h,,\ I APPLICANT PLEASE COMPLETE'BEWW I quatity Ty"" ofFixWre I Quantity I Type ofFbtlare I ~ R I Bath Tub with or wilhout shower I ~ Rough-ins I .i '-/ ' Dishwasher \ I WaterHeater I iI I Floor Drain I 1 Water So_ . '{V II Lavatory (Bathroom Sink) \ X'I Stand Pipe (Wasbina Machine) -1 '1 /. ' Laundry tray (I or 2 compartment sink I t$ ~iwap Ejeaor ).I Sbower Stall I')' I Baeldtow Assembly I -::z. 5" I Sinks I)' I Backt\ow Auemb\y Test , I Bar Sink, I tiWn sPrinkier I 'tv ,I 'Naterc\oset(TOilet) I Other s..",p O",,..p CI~ '~ FEE S....DUlULE ln4ustrlal, 'l-iOI.. MuIti-family \0/. of jOb <oat With. $39,50 minimum ~\dontial. No.. 0... ole T.....Fomily 599,50 . Rosidolldal,Acl4iIiOllSole~ $39.50 Estimuecl COlt S' /175." diJU ~ Builclirt& Pennit # PLUMBING PERMIT FEE s to ~ O. - STATE suaCHARGE. S .~o 'fOTAL PERMIT FEE $ )09';)..,-'.:> ~& Pona~~t;rovtfl I Pald"2.\ ?- \ - ~iptNO_~ 7~':; I\D~!.<;.,c;, .r \ By tUJtd-- >;)11&) lIw. 01 ~ill/ 2. hOMr _ far all i..I*llo.. (952) C47-9850. flllt (951) C47-4;CS ,-- ( V OF PRIOR LAKE BUILDING P. MIT, TEMPORARY CERTIFICATE OF ZONING COMPLIAN<<,;E AND UTILITY CONNECTION PERMIT i \ !,i U FH. I PE City Applicant (?Iease ~ or orint and sim at bottom) ADDRESS //'510 "IflAI\lGV/LLlIY (;,v1z:l- LEGAL DESCRIPTION (office use only) LOT 1...BLOCK / ADDITION ~S'/p6 E.:. '''''Ci:::) OWNER (Name) ~rl\OL (ov=s\. (Address) BUILDER.A ~ (Name) ,..,e:::nta_ n~f. .-,., (Contact Name) lo~t> (Address) ~145 LA-~E TYPE OF WORK Date Rec'd ZONING (office use) Pf../ D PlDZ5-37F7- 002..-0 (Phone) ~<S"'\'EC\\o.J Dcsc.-\..... Orz.IVe.. [,..,0 i-A~'j , rn 1'1, )JINew Construction (Phone) ~SI-18 LI-04 I, (Phone) eLl ("t'Z.-8BC; - ~')(") SSotY ODeck ORe.Roofing ORe.Siding OLower Level Finish 'i2!Misc. 6k.,l r ;p.t~ o Fireplace OAddilion OAItlion OUtility Connection PROJECfCOSTIVALUE (excluding land) $ 5000. aD OPorch I hereby certifY that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above-mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the 0 p. arm ded' spections. x I Permit Valuation I Permit Fee I Plan Check Fee State Surcharge Penalty I Plumbing Permit Fee I Mechanical Permit Fee I Sewer & Water Permit Fee I Gas Fir~lace Perm~ Fee /1. y--> riS A mes Y ur Building Permit When Approved )-r~~2a2/- $ $ $ $ $ $ $ $ 5.000, Gn . Ill. '2. S- '7.L31 2.0:...-0 1".--0 7'f Contractor's Ucense No, I Park Support Fee # I SAC # I WaterMeter SizeS/8"; 1"; I Pressure Reducer I Sewer/Water Connection Fee # I Water Tower Fee # I Builder's Deposit I Other I TOTAL DUE tlrtA,eD ~ ,-3 ,{}j ["Paid I Date 7-(l--o / Date $ $ $ $ $ $ $ $ $ /0fdY./J !..f2&,.Q(P ~,23-D( I Rece~~S Bv 1-- This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447-9850, fax (952) 4474245 CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT FJLlffi:.wIJ{) L:-ll/_7 8 ~~tandSi5iDlatbottom) 1110 t;''/O 1(- .o...J Q oJ; (, f. v / LEGAL DESCRIPTION (office use only) LOT ~ BLOCK \ ~r (Name)' -IT ~ l~ ~ ADDITION (0 1/12-1- 1. White File 2. Pink City 3. Yellow Applicant ~A' J.lLr.M,J~. ?'f\~;o Lr<:dc.. D~C/((jiJl-n. ~ i- (Adlttess) {-7ft,S: ~ 1,t;1"'" (+ k-lU.J- f);t.'t>/Z.-[,4-ft.€.. . (JJlone~ qn~ Lf[-{/~ - ~ /tt.J ~/ '/ ~~-Sk"'-'rptw I ~Y+(I}(A..'>>--- &rt.o~ (~~r ;j$~) &A. 1-kI"I':'" ""'.,'. . :' ,".,N (A~ fl. tJ.'I3v'1-- 1'-t'1 7 r~tJ(l.""'}\f:I'tf... fYI J 'l'-Y4I8OF won , o New Construction OLower Level Finish l1fMisc,h-n.{ A1~~ ~4...A1dlnV Date Rec'd / PID')';' 37f-I"J ();:;t-O (Plane)' qSL --'!"l'l-7f'i' l.. (PIiOne) ~) '3 71- ODeck OPorch ORe-Roofing o Fireplace OAddition OAlteration PROJECT COST/VALUE (excluding land) $ 711/11#" ORe.Siding OUliIity Connection I hereby certifY that I have furnished information on this application which is to the best of my knowledge true and coned. I also certify that I am the owner or authorized agent for the above-mentioned t'~~l"-~J' and that all construction will conform to all existing state and loca11aws and will proceed in accordance with suhmiffPlans. I am aware that the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter p theyn..y,;;.n.l' to pedonn needed inspections. ...-('".(..,,i'" fUJt>J C"O,....."".......i'~ ~ 07 ~ N _, I;~'J..... 6'<"." Sf. {;+.P"",,- ""'.<'nO> ,J,r X .D\...../~ I!c..OIOn WI"'O! , . ""l'I\tIJ't.... ,If: "..'.'t;.laIaIeNo, c:.COIO<;;Y '.,...tI>hr-lol I Pennit Valuation I Permit Fee I Plan Check Fee I State Surcharge I Penalty I Plumbing Pennit Fee I Mechanical Pennit Fee I Sewer & Water Pennit Fee I Gas Fireplace Permit Fee ./"I (; I I 1$ 1$ I $ I $ I $ 1$ 1$ 1$ 'MM_IO~ .~~.~ '0,"-. ~ .S"'O omes Your Building Permit When Approved 10 -Ztf ,"'r.-. Date I Park Support Fee I SAC WaterMeter SizeS/8"; I"; Pressure Reducer Sewer/Water Connection Fee Water Tower Fee Builder's Deposit Other I TOTAL DUE I Paid I Date .-/ -< <;' . Z-f/? /n-;:J_~-nl # $ # $ $ $ # $ # $ $ 1$ I $ .)3~, 2.4:> I Recei~ 407.53 Bv r ~ ./ This is to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447-9850, fax (952) 4474245 ,- $~~ White - Building Canary - Engineering Pink - Planning Thr("rnlt'rof Ihr l.aktCounlry BUILDING PERIIIJ.ILAPPLlCATION DEPARTMENT CHECKLI!il NAME OF APPLICANT ~ ~i.9~;b~ APPLICATION RECEIVED 1- f7 - 0 / The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: / {P5/ () ,w /.td;[ &w.;t-;- Denied Accepted With Corrections Accepted Reviewed By. Date: 7-/~-2fJCJ1 Comments: I. f"IA...l L-<<r' ~1'0lf\ l!lr ~ F;.J04. 'DG.~ <.'~ -S~ll ~ c..p,~~L ~ -\-lo ~t' Pili1r- L.Ju. "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." 6~1 /"f 1'- iI. Tllf Crnltr 0' Iht ukI' COllnlr)' White - Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DWRTN\ENT CtfECKLlST NAME OF APPLICANT APPLICATION RECEIVED SKAR.PHOL CON~II<". 4--/1- ()I - . The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /(;510 TI<AN QUI LllV c..OUR:! L z, 61) ~1D5 E;Sf"ATES Accepted With Corrections ,>< (I) OFIWO &.D~S. Accepted Denied m/J- Date: t:?/v,!o/ ( 'f ' Reviewed By: Comments: ~t::f:; A:-v \[~V~ "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." ,~ ~~ White - Building Canary - Engineering Pink - Planning T~("nl'roflht 1.lk,COQlIlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED SK:.A\ZPt-JOL- c..u NSll<- . A-. 11- 0 I The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /~5/0 TRANQ.\)IL.XW tOUK,\ L 2. ,e I CJc:.t..-ed:: 106 t-c:17-\T8:> Accepted Accepted With Corrections ,/ Denied Reviewed By: ~ (;J. ~:., Comments: U . ~J t11Ad:1-V m-\ ~ f'fYJ tJ7 )'( rI. Date: ~ /~()/ 01 ;:h.,r p, ,../ J}lN ntYf t'Y\ r J Ll.rh d._ ..fJu.n ~'IJJ -L- ,:r ~fe.v~ dAd . I ~.d, A I ~/.t.J.o] ....uv AIJIU ~ -"p J 11 ~ 0} , '..JJid 1 naf Vy .df.J>rW(~, (.JA.--tJ / J/)/'AU . .dAJJ/ rt\O~ .IIJ.VY Jt'YV ~, LA /l. "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." Th~ C~IJI~r of lite u.k~Collnlry () c,~g Whi e . Building Canary - Engineering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST .,., NAME OF APPLICANT APPLICATION RECEIVED 5KAg.PHoL ('ON~II<... 4--/1- (JI The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: Ti2. A N () LJ I Ll Tv' c.. 0 U I2:l L Z J 131) 'ceeE-~'Dc esrATES Accepted With Corrections Accepted x (I) OF 'TWO BLD~ S . Denied Reviewed By: NAB. Date: S-/g-D/ Comments: i,See Reverse Side for Additional Information! see Attacnments: 1) Grading Plan, 2) Erosion Control Measures 3) Erosion Control Plan "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of tl:1e jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." fir: , ) ~~ White - Building Canary - Engineering Pink - Planning The- C"lI'nltr of Ih!!' I..kr ("ounll')' BUILDING P~MIT APPUCATION DEPARTMENT CHECKLIST NAME OF APPLICANT ...,-;,..ch rtY A) CL? /J1.nUV/Vlc.a... h'b JUS /D - Ig~ 0 } APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building per~t/ application for construction activity which is proposed at: --. /;;'>'16 ~h/HA//~_h/,41- , --'-0 a--' Accepted Accepted With Corrections X . Denied ....--... -=J:- Reviewed B~ I -- Comments: Date: 10- 2t./-:;}a:)/ ~ slw.l\ lQp hQ'l)t'~ ~~ ,.,J tL.. bJJ,.'^-{.. oJ l'.., 4....... L ot i5 &.ec.i\oe ts. a~(fu..O ~~ VJJ& Le.uJ 0 ~ "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." ,. PRIOR LAKE~ INSPECTION RECORD PEPARTMENT OF 8UILDING AND INSPECTION SITE ADDRESS /~5/0 //~/V'QUI l.--/tV {!.;OU!eT NATURE OF WORK /fiG w' UJ/V.:" I t:::A/ <2.--7-ION USE OF BUILDING 1/ (!, N6rV PERMIT NO. I)/. () (p 28 ' DATE ISSUED (p - Z z.~ 0 / CONTRACTOR SKAR.PHOc... / !;,A6LE. c.ebEt::- .oer/. NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT I FOOTING ,. INSPECTOR DATE I ~Ul I '1lr~\Oj , FOUNDATION (Prior to Backfill) I I PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - IN~ t I /71 /t1ifJ I I I V COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED '7;pa..w-~lb'LFL~FI~ALS PL., - I S',~~ Izlz;'d3 GRADING (Prior to Sodding) A/g II/z0z.- I BUILDING;..,e.o. fH,..,. 10(, ~,l)\ 7,.J:J'( h ((/5'ln..-1.C..o.~:UIII!l'tGe ~ ~ ~1t!ZJ'4; ELECTRICAL " ' PLUMBING 'h I/~ ~I o~ HEATING f, VI/It-~' ~/"V DO NOT OCCUpy UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough-in Inspections and maintained until all inspections have been approved, On buildings ,and additions where no service cabinet is available, card sl!./t"b~~iaced near main entrance. SEWER I WATER I SEPTIC FRAMING INSULATION ELECTRICAL PLUMBING Vb ~j,1 t2i HEATING (if required) FIREPLACE GAS LINE AIR TEST Call between 8:00 and 9:00 A.M. for all inspections FOR ALL INSPECTIONS (612) 447-9850 - "',."V\J ~ ,~ '0 'Ii'. :: ' ,,"3 ~ ~~~" ,', f l~;" ,', . t",,',, " ~\lIt ,r.i~;, ~ 'I""""",; ,. ,(tie ~ "':'- ~)f~~,' . "N ~'i),.~i,~}::<:" . " ", l' "vi"', ,', ~r";.,' .:~:f6::, ,~?, ~' ~f(i"" ~' jJ~~o.:~;: ' \, /"f1j, i ~,', ~ '\ft'>.',.,' ,\ ,~ f .:~~\~,~', 'p v\j' .' "i,".;:j'"";,:~,,, ' '{~~:;"," " .',}. {l~\,~" ;'", ,f">.. ,,_:.:,.":' -\...:) I....:,: '" ,;lit:' L," ~::S~t:,'-:,""" ,~, t~I'~i;t t;7' "';"'" ,;~~' fi;;i/" .. 1~i/f:" ,~'t';.. ' 1._" w 'c ',-,', , t"" , .' Sj'\ ~" ~ ", ;-,.,')I.;:". ;' I~~_.~ , ~"'~:'" ,~;~ l}~~1/.:,~,: . 'I~~\:';"': . ,~,tt;',,':__' . ~,:" " ft~,\!{:,:>" 1,~i"i ' ~.." , :~'f/'"l"/~,;" , \~~l .-:., ". 1~'tI. "'< '..::\.~~' , ~1it:J"::I! 'f,~< "::, ,..II, ".\J~: , '("1_\"",',-. 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I '" A.e6"t """'~4 70 FtJD. '7<> ~ !;of.'-,t 7 /)G-F STP~ ~2c> t.A 2 I~ A ~~ ~IAJ~, v--:.~ 0" tJ9JL> Memorandum DATE: November 16, 2000 TO: Jane Kansier, Planner FROM: Robert D. Hutchins, Building Official (2D~' RE: Creekside Apartments Priorwood Ave. Following are the results of the preliminary plan review for the Creekside Apartment buildings. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 1998 Minnesota State Fire Code (MSFC) which adopted with amendinents the 1997 Uniform Fire Code (UFC). Items 1 tbru 6 need to be completed for the site review. No-> Or$&.~ M.6-- 4-t ~ s ? t..f:''T'1 + Lc:rrt ~ 'i,+t.{) ro &.0 ~ Sth-&tCl' /.or 3 ~r 51~"AA-/J To F..vLJ 1. Submit signed site plan showing building setbacks from all property lines and a Certificate of Survey. (VComplete a Building Code analysis for each building. Include NFP A 13 sprinkler designation. Include the following: a. Occupancy Classification and separations. ~,~ f fl. -/ ~ ~ HfI.. 'T'A 8t..1 3'.! b. Type of Construction. c. Location on Property. d. Allowable Floor Area. e. Height and Number of stories. East 24 unit appears to be 4 stories. UBC 220. f, Exiting. p,-,"W,j)( ('f-V {3~rovide a description of rental agreement and type of facility and services offered in the Ii k'1 l~' apartments. -4. Are these facilities licensed with the State of Minnesota for care? ....s. Sht L1: it appears that there is landscaping located in the same vicinity as the fire hydrants and P.LY.s. Must have a minimum of 10' separation. . / /", ~ J. Provide ~e lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Indicate on a Site plan. Locate by Fire Hydrants. UFC 1001.7.1. li).ubmit Energy Envelope Calculations. MN Energy Code 7670.0100~f~ ~.f!_t.-4 lY" -ellv~1.4)(f>6 ,tI.$.,,'_~-' 6> Provide testingt documentatio~ indicating that exterior and interior walls, elevator walls, spancrete, corridor floors, open web floor trusses, and roof truss construction ~ );j ....0 meets One hour fire resistive construction. UBC 703. ,P,uVlPrl" ut. t>~ .v"'"~~ ';IO>v Mn; """i:;.... @Provide documentation listing that construction (floors and walls) meets Sound n Transmission Control ratings. UBC Appendix Chapter 12. 5/1I""~ S"'A;e~ l2uNfU'..... I1'F<<J (t'~ (@::submit the Structural Engineers requirements for Special Inspections UBC 1701.5. ::~~~;:,.., .t. (i:D Submit signed architectural, structural, sprinkler standpipe plans before building permit. Submit signed HV AC, plumbing, fire/smoke alarm, emergency lighting/exit signs and sprinkler plans. May be submitted at a later date. eJd):i @Submit a soils report. ID? One hour fire-rated Elevator Lobbies required. An elevator lobby mnst be separated from a corridor. UBC 1004.3.4.5 ~~~'J'7 v(4. State of Minnesota Building Codes and Standards Division must inspect Elevator. jdSBC 1307.0035. ~.~.:J" ,\fea,s ofR~~ UBC 11~1I.7'" ~ '{,~ Provide detail oflawn sprinkler service stub valve' and backflow prevention details. INS/OlE ./" Provide 96" cleararice height in underground parking for Fire Departments fast . "~t'~...se apparatus. ~ Ventilation for the building must meet UBC chapter 12, Provide 15 CFM of , ventilation per occupant in the Apartments and 3/4 CFM per square foot of floor area in the Parking Garage. lJ-It(@. Siamese connection and enunciator panels to be located by front entrances of ~ buildings. JO. An SAC. detennination must be completed by the Metropolitan Waste Control Commission. Contact Jody Edwards at 651.602.1113. ~ ~ .t.~@ Provide fire extinguishers minimum 2AI0BC rated, within 75 feet travel distance of \J (-I~ . all areas. UFC 1002. c. ~ y. VII') ..v\""'~ Provide not less than one standpipe for use during construction. UBC 904.6.2 ~, ~Provide a Class ill standpipe in each stairway. UBC 904,5.3 @rovideIIDCprampdetail. MSBC 1341.0430. A-' 1'~yZ. '5 No ~)(... . 2 /" .- @.D24 Unit: Units not HDCP accessible IlJust be HDCP a~~ble. MSBC 1341 Table 16.2 wN6U- ~oK IT' <;.It; (1)J ~ _ II-~~ tt>~ I, ~ .~~Provide HDCP signage details. t9~ :.I5:l . ~dicate width of all parking stalls. MSBC 1341.0428.e~ r,wo @HDCP parking to be dispersed between interior and ext~~ parking areas. MSBC 1341.0403 Item E Sub item 1. PbIS A -I ~ $' r~ ~um of one HDCP parking stall to be van accessible. MSBC 1341. 0403tt~~ ~ A. / c39' Indicate all exterior and interior handrails: If handrails are not continuous, they shall extend at least 12" beyond the top riser and at least 12" plus the width of one tread beyond the bottom riser. MSBC 1341.0434 Subpart 4, Item B. c -'V'-'/ "c #.00 .~.._- ~ 0 31. 24u Sht A3: Provide detail of exterior stairs (guardrail handrail dimensions, details). ~' ~ ~~ j f i 32. r4u Sht A3: Provide detail of swinging gate at top of first flight of stairs, ~~ .., 33. petail 2/A10: provide detail of 6" oak handrail, stringer size, and how is stair stringer ,~onnected to landing? ,~ ~,_._._",.".....~') QA~..PralTotOI!lLing: in..!1il;llte Inr.lltio~ attic, corridor floor draftstopping, andt.DPe of) (' material used for all draftstopping.;...--> ~ ---- ,~., s 8,6-. T'1/Jo- 8 ~ A TAb.:6- Ij.-- A C~~)Provide shingle type. C(.AI'-UC'1 M""" r ~ @ Provide a recycling space. MSBC 1300.4700. 37. Address UBC sections 706 Fire-resistive Joints, 708 Draft stops, 709 Penetrations of plumbing pipes, sprinkler pipes, flues, heating pipes ventilation, exhaust pipes, electrical and communication wires), 710 Floor Ceilings (plumbing pipes, plumbing "p" traps), and 711 Shaft Enclosures. 38. Provide detail of occupancy separation penetration firestopping. UBC 106.3.3 This is a preliminary review only. Other code items will be addressed when the final plans are submitted for a building permit The building plans are in the process of being reviewed for additional Building Code items. The site plans must be reviewed by the Cities Developmental Review Committee (ORC), which consists of .'"t'.,"~entatives of Planning, Engineering, Parks, Finance, and Building Departments. The, DRC must approve the plans before a building permit can be issued. e~NK&--ft0t0 3 ,.~, ~i~Metropolita.... Council , ~ Working for the Region, Planning for the Future "'- Environmental Services November 21,2000 Bob Hutchins Building Official City of Prior Lake 16200 Eagle Creek AVe. Prior Lake, MN' 55372-1714 Dear Mr. Hutchins: The Metropolitan Council Environmental Services Division has detennined SAC for the Creekside Estates to be located at Five Hawks & Priorwood Street within the City of Prior Lake. This project should be charged 20 SAC Units, as detennined below. SAC Units Charges: Elderly Housing 21 - 2 bdrm x 2 people/unit = 42 people@ 2.5 people/SAC Unit 16.80 3 - 3 bdrm x 1 SAC/unit 3.00 Total Charge: 19,80 or 20 If you have any questions, call me at 602-1113. Sincerely" $. ~ J~ardS Staff Specialist Municipal Services Section ( cc: S. Selby, MCES Ea~e Creek Villas J' \ JLE: (IS) OO1l21SA 230 East Fifth Street SI. Paul. Minnesota 55101.1626 1651) 602,1005 Fax 602,1 183 TDD/1TY 229.3760 All Er/,,,,/OI'I"".Hl,,it'l l-:m"I'"I''' - r ,-." Date: /^~$A December5,2000 RHA ARCHITECTS INC. Robert Hutchins, Building Official To: From: Ronald C. H__.~.::ng, AlA iii', i!: '!i i l' ,. ~~. DEe 5ml i: I,,: I; \L;,::,/! j RE: Creekside Ar~~'-';"'- Priorwood Ave1llle Dear Mr, Hutchins, The following is a code review for Creekside Apartments, The fOllowing nmnbers will vuuu."v..d to Your memo to Jane Kansier dated November 16, 2000, 1. I signed the site plan showing building set backs, I've been submitting to Jane along with the topo's and surveys and utilities plans known as final PUD. 2. Please refer to the title sheets for the completed code analysis. The NFPA Ig( the sprinkler designations for these buildings, ' ' ' C 3, The owner will be providing this 4, To my knowledge these buildings are not licensed by the state ofMinnesoIa for care, 5, Please refer to the revised landscape plan in the PUD final drawings and in the final set of project drawings, 6, Please refer to the architectural site plan, which indicates the fire lanes and the no parldng fire lane by order of fire department signs. 7, The mechanical contractor will submit energy calculations once he has completed his drawings, 8. Please refer to the drawings floor plans sheet A2 & so on for the required fire test numbers for the different types of walls. 9, See #8 above these STC ratings are also included in that 10, The structural engineer would require foundation and footings and block walls and core fitting, and precast and framing inspections 11. These plans will be submitted to your office for review, 12, The owner will submit the soil.or_.... to your office, 13, The elevator lobbies are Ihr, rated this building is a type 5 so all walls are rated Ihr. 14, The state elevator inspector as is required will inspect the elevator, The elevator subcontractor will coordinate this, 15, This is not required in this building as per paragraph 1104,1.2 exception #2, The building is totally sprinkled. 16, Mechanical contractor is to provide this on his mechanical plans, 17. The underground garages have an 8-foot overllead door and all beams are clear 8 feet. 104 E, SI. Germain Street. SI. Cloud, MN 56304 Telephone: 320-656.0787 . Fax: 320-65~789 -- /' "'"' IS, Please refer to mechanical drawings for Ibis data, 19, The electrical conlIadOr and the fire spriDJder people will coordinate the emmMAtnrpanels ~ they will be located in !be front CDlries of each building. 20, The owner and the ~hArrical contl3ctOr will complete this, 2 L Please refer to the plans submitted for !be location of !be tire extinguishers, They are shown on each floor plan, 22. Please refer to the mech.nklll drawings this will be located on those and also on sprinkler shop drawings, 23. Please refer to the spriDJder drawings, as they become avai1able from the contractor. 24, Please refer to !be architectura1 site plan for Ibis ramp detail 25. The 24 unit buildings are all handicap adap1llble on all floors, 26. The owner will provide !be handicap sign details as we do not handle signage for Ibis particular developer, 27, Please refer to !be architectura1 site plan these sta11s have been d;m""oionec!, 2S, Please refer to !be under ground garage parking, we have added handicap parldng stalls in !be und.....,. -Ii garages and also on !be site plan. 29, Please refer to site plan there is one handicapped van accessible van provided. 30, Please refer to !be drawings ..:..:,~.:d as we revised !be rai1ing details and added !be handicapped I3i1s as per MSB134L0434 sub pamgmph 4 item B, 31-33 Please refer to those respective sheets for !be revisions that have been made to !be drawings, 34, The framing plan indicates where the draft stops are to be located, The are located at each party wall. each corridor wall. and in the attic spaces, 35, The owner will provide !be shingle type. It'lI-.;-~-;;::'Cfi~;gIass ~ 36, Please refer to !be UIIIL... .'_ ~ garage plans place of recycling space bas been ;nm""'M 37, Please refer to !be following dIawings for fire resistant joints and draft stops, penellalion ofm....h.ni.;al piping and 50 on, 3S, Please refer to the wall sections sbeet on !be 54 unit building as it indicates a 2-br. --......-i ...._....:011 and also the ,",,~hM sheets for any pipe r _,.~<:.:ons, If you have any other .__.~..s or requests please feel free to contact me at any time. /:y~~ ~mmerding, AlA' .".'____'__...c.'~~..,:~ ,,' , ._,.., '"_,,::,:,:,.,-', :"~,,:,,:";._~, '- ~ '.- ~ ,~ .... \.' j "....--ril (" ' fA-I' , , \ j : -.N )" - ,~... April 18,2001 Ron Himmerding RHA Architects Inc. 104 East Germain St. St.Cloud, MN 56304 RE: East 24 Unit Creekside Apartments Tranquility court. Following are the results of the preliminary plan review for the East 24 Unit Creekside Apartment building. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 1998 Minnesota State Fire Code (MSFC), which adopted with amendments the 1997 Uniform Fire Code (UFC), The comments are numbered as in the November 16, 2000 plan review letter. I, Sheet A-I: Lot I; Southwest comer of building appears to encroach into 31' front yard setback. Relocate building, Lot 2; Front and East Yards setback. Indicate building setbacks from property lines. Dimension a perpendicular measurement from the property line to the closet building edge. 2, Complete a Building Code analysis for each building. Include NFP A I3 sprinkler designation, Include the following: a, Occupancy Classification and separations, Classification: Lot 1,2,3: R-I Apartment House, S-3 Parking Garage (see UBC 311.9 for description of a S-4 occupancy), Separation:1hour Between R-I and S-3. UBC~::1:I::' :'3jCl'J,'4 Jtz... b, Type of Construction: R-I V-lhour/S-3 V-Ihour (2-hour due to occupancy seperation fire resistive rating) Note: The type of construction may actually be different for the basement $-3 parking garage, but the type of construction for the building must be the same as per UBC 60 1,2 c. Number of Stories: Lot 1,2,3: R-I three stories, Three stories allowed S-3 basement. 16200 Eagle Creek Ave, S,E., Prior Lake, Minnesota 55372-1714 / Ph, (952) 447-4230 / Fax (9521 447.4245 t:.~' :::,--.., ., ~ ~~~,~_.. V"<1'-." , .-".',,'v,..... ~ II i I i , Lot 1: , _ . ~.. ......--.-.,. ~ d, Location on Property, North 20'; East 20'+ 60' Public way; South 31'+ 60' Outlot A; West 31'+ 60' Outlot A. Allowable increase 100% for open area on 3 sides. e. Allowable Area Increases, Note: a NFP A 13 system is required for fire department concerns, Also if a NFP A 13r system was to be used, then the sprinkler increases for the following allowable area increases would not be allowed. UBe 904,1.3. 1. Total Allowable Building Area: Basic Stories Sprinkled Doen Yards 10,500 x221,000 x2 42,000 x284,000 Actual: I" 12,932; 2"d 12,583; 3'" 12,697 total SF= 38,212 under 84,000 o.k. 2. Total Allowable first floor area: Basic 10,500 Actual I " 12,932 under 63,000 o.k. 3, Total allowable second floor area; Basic 10,500 Sorinkled x3 31,500 Sprinkled x2 21,000 Doen Yards x2 63,000 Doen Yards x2 42,000 Actual 2nd 12,583; 3'" 12,697, Largest floor 12,697 under 42,000 o,k. Lot 2: d. Location on Property, North 36'; East 67'-8":1:; South 45' :1:; West 15' Open Yards: 3 sides open 36'-20'=16' x 2.5%=40% increase, Allowable increase 40% for open area on 3 sides. e, Allowable Area Increases, 1. Total Allowable Building Area: Basic 10,500 Stories Sprinkled Open Yards x 1.40 58,800 x221,000 x242,000 2, Total Allowable first floor area; Basic Actual: I" 12,932; 2nd 12,583; 3"'12,697; total SF= 38,212 under 58,800 o,k. Doen Yards 10,500 Actual I" 12,932 under 44,100 o.k. 3, Total allowable second floor area: Basic Sprinkled x3 31,500 Sprinkled x1.40 44,100 Doen Yards x1.40 29,400 x221,000 . Actual 2nd 12,583; 3'" 12,697, Largest floor 12,697 under 29,400 o,k. 10,500 2 ---"- ~ Lot3: d. Location on Property, North 48' -7"; East 25'; South 30'+ 60' Public Way; West 25'+ Public Way, Open Yards: 3 sides open 48'-7"-20'=28.41666' x 2.5%=71 % increase Allowable increase 71 % for open area on 3 sides. e, Allowable Area Increases. 1, Total Allowable Building Area: Basic Stories $prinkled Open Yards 10,500 x2 21,000 x242,000 xU171,820 Actual: 1" 21,014; 2nd 20,337; 3'" 20,570; total SF= 61,921 under 71,820 o.k. 2. Total Allowable first floor area: Basic Sprinkled Doen Yards 10,500 Actual 1" 21,014 under 53,865 o.k. 3. Total allowable second floor area: Basic 10,500 x3 31,500 1. 71 53,865 Sprinkled x2 21,000 Doen Yards xU135,910 Actual 2nd 20,337; 3'" 20,570. Largest floor 20,570 under 35,910 o.k. f. Height and Number of stories. Actual 32~ allowed 50' g, Occupant load and Exiting. All units have 2 occupants per bedroom. Lot 1 &2 Total 8 units ea, fl Occupant Load ExitsReqd 1ST 34 1 7 Library 51 2 2nd 34 30 Party room 64 2 3'" 34 34 2 Lot 3 Total 18 units ea. fl Occupant Load ExitsReqd 1ST 60 20 Library 80 2 2nd 60 60 2 3'" 60 43 Party room & 4 beauty shop 107 2 . 3 ~ , , ~ g. Fire resistive requirements: 1. Exterior walls, Structural frame: Basement Exterior and Interior bearing walls: R-l: I-hr, S-3: 2-hr, 302.4 2. Interior walls, Roof-ceilings: R-l: I-hr, S-3: I-hr, 3, Floor-ceilings: R-l: I-hr 2-hr, between R-l and S-3 302.4 4. Shafts (Elevator, Stairways, Flues, Heating ducts, Bathroom Exhaust Fans plumbing risers I-hr walls and I-hr openings in R-l I-hr walls and I-hr openings in S-3 2-hr bearing walls sprinkler risers, electrical risers, Trash chute, Elevator lobbies) 5. Elevator equipment room: I-hr walls and I-hr openings ..1 AN f;~ 3. Provide a description of rental agreement and type of facility and services offered in the apartments, @Submit a signed Certificate of Survey, 5v"""rrCf) /IJ:$sNSl, Submit Energy Envelope Calculations, MN Energy Code 7670,0100 C.O~", Av-, "'...., 1 .~ Or6v tOtJ ? r.. 8, Provide testin documentation indicating that.erior and 'erior walls, _dor .rs, es, an~~l).llIeets one-hour fire resistive ~onstruction. 'an~.. o;:J;;::me;t one-hour fire resistive construction In R-l occupancy, and ~..""",.'walls In basement S-3occupancy to €VALVATI AI meet two-hour rating,...liII!l!l~"~I;:tlll._.._..IYlJill!::'I]i[lllll.,Jtld columns,....... 0 . foundation walls in S-3 occupancy to me\!\~hourfiteresiStive construction UBC 703. Note: Detail 1/AIO shows 2 Layers of gypsum board applied to the bottom chord of the roof trusses. If using Gypsum Association 1 hour fire resistive roof-ceiling design or any other tested 1 hour fire resistive assembly with insulation added, be aware that most systems require an additional layer of gypsum board that is required to be added to the assembly which can change the structural bearing requiremen.ts of the structure, 4 /""'- ----. See the 16th Edition of the Gypsum Association Fire Resistance Design Manual, General Explanatory Notes. 9, Provide documentation listing that construction (floors and walls) meets Sound Transmission Control ratings by field-testing, Sht. A2.1 indicates the wall types with STC ratings of 35 to 39, the correct classifications are 50 by laboratory tested or 45 field tested. UBC Appendix Chapter 12. 10, Submit the Structural Engineers requirements for Special Inspections UBC 1701.5. ~vll"".-;dO f- .12. Submit a soils report. N~7W''''''o I",/-I- , 13. 2nd, 3'" floor: One hour fire-rated Elevator Lobbies required. An elevator lobby must \ bD \1- ' be separated from a corridor. Basement: Provide an elevator lobby separating the \. stairwell and elevator. UBC 1004.3.4.5 t.t~.? ,21. Fire extinguishers minimum 2A10BC rated. UFC 1002. iZ€i cess60. WI\F fIt ("24. Provide HDCP ramp detail indicating dimensions and slopes of ramp. MSBC 1341.0430, 26. Provide HDCP signage details. 30, Indicate all exterior (detail 4/A3) and interior handrails: If handrails are not continuous, they shall extend at least 12" beyond the top riser and at least 12" plus the width of one tread beyond the bottom riser. MSBC 1341.0434 Subpart 4, Item B, 31. 24u Sht. A3: Provide detail of exterior stairs (guardrail handrail dimensions, details). 32, 24u Sht. A3: Provide swinging gate at top of first flight of stairs to be 42" minimum height. ~ ,,"""' 'n$>. ,35, Class B or A roofing is required. UBC Table 15-A. Also see spec manuel7.2 a, 37. Address UBC sections 706 Fire-resistive Joints, 70S Draft stops, 709 Penetrations of plumbing pipes, sprinkler pipes, flues, heating pipes ventilation, exhaust pipes, electrical and communication wires), 710 Floor Ceilings (plumbing pipes, plumbing "p" traps), and 711 Shaft Enclosures, 3S, Mechanical contractors provide detail of horizontal 2-hr occupancy separation penetration frrestopping at time of permit application. UBC 106,3,3 The following are additional comments: 39. Post occupant load sign in Libraries and Party Rooms, UBC 1007.2,6, 40, Lot 1,2,3: All stairway and shaft (trash, Mech,) doors in the basement to be 1 hr rated, All double doors to have a coordinator and astragal. UBC 302.2 #2. 41. Specification Manuel S.2B and 8.3C: Fire-resistive corridor doors must meet smoke control designation with labeled "s" door and frame, UBC 1004,3.4,3,2.1. 5 ~~\I(Jb v\~ ~- ~ 42, Attic access must be 22"x30" in size, Provide testing documentation indicating I-hr fire rating. UBC 1505.1 43, Provide attic ventilation specifications and calculations. UBC 1505.3, ,- 44, Provide I-hr fire-resistive construction at mail boxes in room 02 and 08 and of all fire extingisher boxes. 45, Elevator floor size of not less than 80"x54". MSBC 1307.0045(f).46. .~ ..,An. Sht. A3, A5: Correct trash chute lobby door swinging into stair C and reducing ~~1'C'" required 36" width by more than 7", UBC 1004.3.4.2 Excp, <0 48. Sht. A3: Provide construction details (walls, floor and ceiling) ofHV AC unit room on decks. !3-L-EC, (/I -49. Sht. A3: Is there a fireplace in Library and Lobby #02? If so, locate Lobby flue and t;,illfI' ,f1I1'. termination. '0ot-fS o~~~ 'J(1f;i./ , ~ 50. Sht. A4: 1st floor lobby center stairwell: The 3rd floor stairwell must be separated from the I" floor lobby. Only one adjacent floor is allowed to be open. UBC 711.3 also see UBC 1005.3.3.3, Note: the stairway is not classified as an exit enclosure, as it does not exit directly to the exterior, 51. Detail 4/ A3, Gate Detail on sht AIO: Indicate spindle spacing of less than 4" and handrail height of 34" to 38". UBC 1003.3.3.3.6. 52, DetaiI4/A3: Handrails required on bo~th sides of stairway. UBC 1003.3.3.3.6. 53, Provide fire-resistive construction behind and below all tub enclosures. , 54. Sht S I: Provide all wood species. 55. Structural engineer to sign all stairway framing connections and structure, Exterior deck to precast floor connections, deck to wood floor connections, I" floor wood wall connection to masonry, 2x8 corridor floor connection to floor trusses. 56, 24U: Provide a horizontal support of north exterior roof trusses at exterior stairway, 57. Provide Structural Engineered drawings of foundation panels, columns, beams, and precast floor. Include calculations of upper floor corridor walls and posts being supported by precast floor panels. 58. Provide structural engineered drawings of the floor and roof truss systems including all framing connections at time of framing inspection. 59, DetaiIIlAIO, 2/AIO, 2nd and 3'" floor framing: all stairwells and shaft walls must be Ihr fire resistive construction continuously tluu floor framing. 60. Sht. All: window headers to match structural drawings, -op.,Mit;T<RS ?-- @/ \ (00 6 ,,-.... ~ 61. DetaiI14/A7: Indicate horizontal grab bar horizontal dimension from sidewall of 12". MSBC 1341.0456 62. Detail 15/ A 7: Indicate horizontal grab bar Vertical dimension of 9" above tub rim, MSBC 1341.0456 63, Detail 16/A7: Indicate Vertical dimension of floor level to underside of cabinet of sink of29". MSBC 1341.0456 64. Detail 13/A7 Indicate Vertical grab bar horizontal dimension of 6-9". MSBC 1341.0456 65. Provide address numbers on building. UBC 502, 66. Lot 1 &3: Structural engineering required on retaining walls over 4 feet in height. All items pertaining to the east 24 unit building must be addressed before a building permit is issued, Items pertaining to Lot 1 and 2 buildings is information regarding future building permit applications. Comments from the Planning and Engineering Departments are forthcoming. Call if there are any questions, call at 952-447-9851. SinCerel~:fJi _ Robert D, Hutchins cc. Skarphol Construction ene, 7 ~ r-v Metropolitan COUl. b Improve regional competitiveness in a global economy r" Environmental Services April 23, 2001 r:-.;::--. .-___._ '! ') rc ,,;- , _! i:. I',' , Bob Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave, Prior Lake, MN 55372-1787 / , .'1 ! ". N1R242001 Dear Mr, Hutchins: The Metropolitan Council Environmental Services Division has determined SAC for the Creekside Estates to be located within the City of Prior Lake, This project should be charged 24 SAC Units, as determined below. SAC Units Charges: Condominiums 24 units @ 1 SAC/unit 24.00 If you have any questions, call me at 602-1113, Sin~, J. ~ Jodi L Edwards Staff Specialist Municipal Services Section JLE: (15) 010423SF cc: S. Selby, MCES www.metrocouncil.org Metro Info Line 602-1888 230 East Fifth Street St. Paul. Minnesota 55101-1626 . (651)602-1005 . Fax 602-1138 . TIT 229-3760 AnEqual__ ,~ TO: FROM: DATE: RE: CC: Bob Hutchins, Building Official Jane Kansier, Planning coordinat~ May 17, 2001 -U Creekside Estates Building Permit - Lot 2, Block 1 ORC Members Steve Horsman, Zoning Administrator We have reviewed the building permit application for the 24-unit building to be located on Lot 2, Block I, Creekside Estates. We will not sign off on this permit for the following reasons: 1. The attached letter of April 13, 2001, details the information to be submitted before we will issue a building permit. To date, we have received no proof of recording of the Development Contract or of the PUD Contract. 2. The plans identifY the exterior materials on this building as stucco. This is not consistent with the approved plans. The amendment requested by the developer to allow the stucco was denied by the City Council on May 7, 2001. The Council will review a resolution denying this amendment on May 21, 2001. Please let me know if you have any questions. Attached: Letter dated 4/13/0 I 1:IOOfileslOOpudslcreekside finallbuilding permit.doc ~ TO: FROM: DATE: RE: cc: Bob Ht . ~. :,. "~ Building OffICial Jane Kansier, Planning coordinato~ May 29, 2001 U Update on Creekside Estates Building Permit - Lot 2, Block 1 ORC Members Steve Horsman, Zoning Administrator I wanted to provide you with an update on the status of the building permit application for the 24-unit building to be located on Lot 2, Block 1, Creekside Estates, On May 21,2001, the City Council denied the developer's request to amend the PUD to allow stucco on this building, Therefore, the building plans must be revised to show exterior materials consistent with the ......' u ..ed PUD plans, In addition, we still have not received proof of recording of the Development Contract or of the PUD Contract as required by my earlier letter to the developer, dated April 13, 2001. As I noted in my original memorandum of May 17, 2001, we will not sign off on this permit until these issues have been resolved, ~ease let me know if you have any questions, ax: r<; '- - 814. r '1/.$ / , 'DA- vc- . 1:IOOfilesIOOpuds\creekside finallbuilding pennit update,doc TO: FROM: DATE: RE: CC: Bob HuIflhins Building, Official ' ',' .",'...., " ", "'.," .j Jane Kansier, Planning coordinato~ June 15, 2001 U Lot 2, Block 1, Creekside Estates, Building Permit Survey ORC Members I have reviewed the above building permit survey for compliance with the approved PUD plans. These are my comments: 1. The decks on the back of the building may not encroach into the drainage and utility easement. These decks were not an encroachment on the approved plans. 2, The deck in the center of the back of the building was not included on the original, approved plans, and is therefore not allowed. Please let me know if you have any questions. l:\OOfiles\OOpuds\creekside fmal\bldg survey,doc r-- ~~\ f2 r;~, rr:: r-; illl!r" ~~.~ - L' I is: 'JUN 2 I 2001 " I, i ;~! '- Skarphol Construction Group, Inc. CREEKSIDE ESTATES. PRIOR LAKE, MN MEETING MINlITES .3 PRE.CONSTRUCTION DATE: June 20, 2001 SUBJECT: MEETING #3- PreConstruction Meeting on 6/6/01 with City of Prior Lake Building Inspection. ATTN: 'John Mesenbrink Larry Gensmef 'Charlie Skarphol 'Ron Hommerding 'Robert Hutchins MES MES SCG RHA Prior Lake City 'Dave Walock Noel Snafe Steve Johnson Todd Dosch Buzz Howe SCG GWM (Mech,) OAKS (Electric) Metro Fire SCG 'Attended I. NEW BUSINESS CITY MEETING ITEMS: 1. HTPO to revise to 36' - 6" (36,50) from property line, 2. Gave SCG package to Bob Hutchins. . Memo dated June 6, 2001, 3. Ron gave Bob f100rlwall ratings. (8 Y. X 11 sheets) Bob asked Ron to get truss joist information to Bob, . Gypcrete information and sound control documentation. . New ceiling assembly ok, 4. Inspection Schedule . Concfete inspection by Instant Testing or AET (not on special inspection list) . Sound inspection by Instant Testing or AET, . Structufal inspection needed prior to drywall. . Precast inspection/written report by Molin, 5. Soils compaction tests. (Copies to City) 6, Ron to send specs and plan to SCG as soon as completed. 7. Fire extinguishers rated semi-recessed specs by Ron. 8, Access isles at front entry pavement warping. Ron to adjust parking layout to facilitate Sloped bituminous, 9. Section2/A1.0 . 23" Extension at bottom fail 11" from first raiser +12". Show on drawings, 10. 1 1//2" round handrail in lieu of 2x6 handfail, 11, Library door needs coordinator and astrical. S rated doors/frames at corridor/unit entry. 12, One hour rated access panel. Send Bob copy of Nystrom's, 13, NFPA 13 system, Dry in attic, 14, Send attic vent spec to Ron, (fax) 15, Sheetrock behind tubs and 2" schedule 40 waste piping to eliminate access panels at tubs, . Ron to confirm if fire STC fating will allow no gypcrete under tubs, . Buzz to coordinate undef tub blocking depending on Ron's findings, ACTION NEEDED MES RHA RHA SCG/MES SCG/MES SGA MOLIN MES RHA SCG/RHA RHA RHA SCG RHA SCG METRO SGA GWM/SGA RHA SGA 12360 RIVER RIDGE BLVD. P,O, BOX 1497. BURNSVILLE, MINNESOTA 55337 . (952) 894-9882. FAX (952) 894.9918 www.skarpholconstruction.com --~ -, ~ BSTATES-PRIORLAKE, MN ,,<G MINUTES #3 ..B-CONSTRUCTlON 16. Ron to add balcony to precast structural connection detail. 17, Top of stfinger connection, Ron to send a detail to Bob. 18, Double rim joist to be added at stair. Load bearing locations to keep ratings. 19. Reviewed Molin precast wall decorative finish, . John feviewed price and finish, . Selected the stamped (rolled) finish with block cooking grid, . Molin cost incfease of approximately $3,700 per building to incorporate Design. Molin extra given to John, 20, Ron will rewofk drawings and submit by Tuesday next week fOf SCG review. 21, Shingle sample given to John, Ownef may want to use an alternate shingle to match adjacent town homes. 22, Tfash chutes eliminated, RHA RHA RHA RHA SGAlMES RHA II. Old Business (Previous Meetings) Item # SCG Descriotion: D. Confirm dryer exhaust distance necessary ffom the window. The windows appear to be directly out from the side wall exhaust afeas? Will joist spaces need to be lined with drywall at these pipe locations? 2M. Sanitary sewer inverts need to be lowered and or moved to the center of the buildings to allow adequate percent of gravity drainage at garage floors & waste/vent from above, MESEN/SCG Item # 1,1 1.2 Ci\,v Resoonse; Building Pefmit Form, Valuation amount filled in and submitted, Spfinklef Design Drawings will be provided to the City, The temporary standpipe needs to be shown, SCG/MESEN METRO/SCG III. SCHEDULE Project participants to fespond to Action Items and RHA Architects to revise drawings and provide additional infofmation necessary to secufe building permit. IV. NEXT MEETING The next meeting will be TBD These minutes are sent for your review and comments, Please provide a response (if required) to Skarphol Construction Group, Inc, Attn: David A. Walock, prior to the next meeting, ATTACHMENTS: NONE 2 .~,,1 10: 51 SKRRPHOL CONSTRUCTION :l".!t:l':l49918 P.02/04 ,- Skarphol Construction Group, Inc. June 21,2001 Ron Hommerding RHA Architects 104 East St. Germain Street St. Cloud, MN 56304 Re: City Building Official Phone conversation 6/21/01 Dear Ron. The following is a recap of our phone conversation with Bob Hutchins with the City of Prior Lake regarding the Creekside 24 plex project. Going through the City of Prior Lake's April 18, 2001 letter as a reference, the following items need further clarification or information: /_:-,~,.:r<' Il~~ Responsible \' t. Description ~.. ,,-. l'-. ~ Party ~ l~ ~~ ~~/l""--'" V Revised back of building deck casement. nemNJ MES e NER 200 Ijoist report. Bob Hutchins has RHA information. He also wants truss manufacturer direct backup information, seG 8 ~ 4 Set of Molin shop drawings complete to be sent to SCG the City for their records O)1ce finalized. - 1If!J!:D /l"ft? --' If I< /ZAf"'/Pu> ~....~ ~ fAvt-BiI+X<u t9foI ~1'Pr(~~, 1tI'w-, COt- '. Special inspections form. Nftld to submit to City. RHA Ron was to sign and return. ~ ~t?, ( Provide double door elevator lobby separation RHA design at 2nd, 3 rd and basement similar to first floor (81/2 x 11 is ok). 10 13 21 Fire extinguishers. Provide rated box type specifications to Bob. SCG 12360 RIVER RIDGE BLVD. P.O. BOX 1497. BURNSVlllE. MINNESOTA 55337. (952) 894-9882. FAX (952) 894.9918 www.skarpholconslruction.com _","'1 10: 51 SKARPHOL CONSTRUCTION r"' 9528949918 Responsible Item No. Description Party 30 City wants to make note that handrails at all RHA landings along with bottom of all stairs have 23 n extension, not just at bottoms or tops as shown on RHA drawings. 40 Make note on door schedule that double trash door RHA has one fixed and one operable leaf (8 1/2 x I I). 42 Specifications on rated access panels included in SCG RHA specifications. 43 Split attic space into 3 compartments, not 2. RHA Provide Bob with: a) Adjusted and divided up ventilation. b) Soffit vent product specified to confirm proper ventilation. c) Copy of calculations. d) Make note to move as many roof vents as possible to the back of the building. e) Lower roofs do not show vents at front entry and they need them. (Show on 81/2 x 11), 44 Show double wall at lobby mailbox as previously RHA (;; requested. (81/2 x I I) 54 ~9f~. ~ 0 sca Note wood species shown' specifications. 55 Structural engineer needs to address the following: LarsonIRHA a) 4/AII solid rim at TGI ends of corridor (not 2xlO ribbon as shown) (81/2xl I) b) Structural engineer to approve architect detail at typical stair stringer (A 10 page). c) Confirm A9, N A9 and or bolt to brick connections. Will this work with anchor bolt through brick veneer? d) Al of9. Typical fastener detail at other floors similar to previous. See notes. Rim 51 * to exterior wall. Show a~itional detail. Moc,fN SH-f' l>~ -.l ~.". fk..,.IIr,.,$ X Copy of truss drawings to the City when available. SCG 59 Structural engineer to show solid line at stairways LarsonIRHA to designate micro cams 53 and S4, Show full blocking at stairs/wall frames, P.I2I3/1214 _",<11 H!I= 52 SKARPHOL CONSTRUCTION '" ,~ Item No. Description 59 cont. Shafts Continuous side wall at elevator shaft and stairs. Bring walls up to underside of floor sheeting and not break with a TGI Locations of these shafts are: -stairwells -flue -elevator Sprinkler - s)Ibcontractor to provide plans to show standpipe. A. ~(r ~ ~t) 7 <';:Ir.wJ ftpt" OIIUI t/; JBuilding valuation for permit. Use ~ers ~ previous valuation in lieu of submitted value. Bob will change drainage manually on fonn. 9528'349918 Responsible Party RHA SGA SGA This concludes the remaining items requested for Bob Hutchins at the City of Prior Lake. Please review and respond ASAP so a pennit can finally be secured. Feel free to call with any questions. Cordially, David A. Walock CC: John Mesenbrink Bob Hutchins Charlie SklUphol Kesh Ramdular P.04/04 TOTAL P.04 r-- ~'o ~ f=~r June 21, 2001 John Mesenbrink Eagle Creek Villas, LLC. 7765 175th Street East Prior Lake, MN 55372 Via Fax #952-447-5036 RE: Creekside Estates Temporary Sales Office Dear John: The City of Prior Lake Development Review Committee (ORC) has reviewed your application for a permit to place a temporary sales office on the Creekside Estates property. The ORC members have identified several issues with this structure as proposed. These are: 1. The structure may not be located within any easements and must be setback at least 15' from any property line, The structure in the plan you submitted does not meet this requirements; it is located within an easement and is located 17' from the curb. 2, You must provide temporary, off-street parking for this structure. The temporary parking may be finished with Class 5 gravel. 3. You must identify the vehicular access to the parking lot and the structure. This access may also be a gravel drive. 4. You must provide plans for sewer and water hook-up for approval by the City Engineer, We cannot approve your permit as presently submitted. Please provide revised plans addressing all of the above issues. We will then review these plans and, if possible, issue a permit at that time, Also, please be aware this sales office may be in place a maximum of 6 months. It must also be removed before any certificates of occupancy will be issued for this project. Thank you for your attention to this matter, If you have questions, please contact me directly at 952-447-4230, sincerelQ, ~ ~ansier, AICP Planning Coordinator C: ORC Members . 1:\OOfIIes\OOpuds\creekside final\temp offlCe.doc Page 1 16200 Eagle Creek Ave, S,E,. Prior Lake, Minnesota 55372.1714 / Ph, (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNIlY EMPLOYER ~ /..... ,. Skarphol Constnlctlon Group, Inc. June 22, 2001 Bob Hutchins City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, MN 55372 Re: Creekside 24 plex Dear Bob, As discussed with Charlie, the following is understood: We will not start construction on the library deck and the three unit decks just east of the library on Building #2, Phase I construction until the easement is eliminated by the Prior Lake City Council ("pp.v....imately 45 days) Please contact my office with any questions, Sincerely, ~VL UiI') Dave Walock CC: John Mesenbrink Charlie Skarphol 12360 RIVER RIDGE BLVD' P.O. BOX 1497. BURNSVILLE, MINNESOTA 55337 . (952) 894-9882. FAX (952) 894-9918 www.skarpholconstruction.com - ~-_........~~.~-~_..._-,_.._>_.__.- /', June 25, 2001 John Mesenbrink Eagle Creek Villas, LLC. 7765 175th Street East Prior Lake, MN 55372 RE: Building Permit for Lot 2, Block 1, Creekside Estates Dear John: On June 25, 2001, the Planning Department signed off on your building permit application for the 24-unit building located on Lot 2, Block 1, Creekside Estates. Our approval was subject to the following conditions: 1. The three unit decks east of the library will not be permitted unless the existing easement is vacated. 2. The library deck was not included on the approved PUD plans and is not permitted, Thank you for your attention to this matter. If you have questions, please contact me directly at 952-447-4230. Sincerely, Q.~ ~ansier, AICP Planning Coordinator c: Charlie Skarphol, Skarphol Construction 'DRC Members I:\OOfiIes\OOpuds\creekside final\decks.doc Page 1 16200 Eagle Creek Ave, S,E" Prior Lake, Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER '-"- 6/30/2001 \2-~ \A BUILDING DEPARTMENT COMMENTS: East 24 Unit Creekside Apartments Tranquility court. Numbered as in plan review letter. -Srl;;..-I) k ..8. Provide testing documentation indicating that supporting beams and foundation walls in S-3 occupancy to meet two-hour fire resistive construction UBC 703. 10. Complete the Structural Engineers requirements for Special Inspections during construction. UBC 1701.5. 13. 2"'1, ~rd floor: One hour fire-rated Elevator Lobbies required. An elevator lobby must be separated from a corridor. Basement: Provide an elevator lobby separating the stairwell and elevator. UBC 1004.3.4.5 Provide revised plans. Elevator shaft is open to the same atmosphere of the termination of the stairway shaft and mnst be separated. 26. Provide HDCP signage. 30. Indicate all exterior (detail 4/AJ) and interior handrails: If handrails are not continuous, they shall extend at least 12" beyond the top riser and at, least 12" plus the width of one tread beyond the bottom riser, MSBC 1341.0434 Subpart 4, Item B. Provide revised plans with dimensions of handrails. 39. Post occupant load sign in Library and Party Rooms. 40. Lot 1,2,3: AI1d~uble do~rs to have a coordinator and astragal. UBC 302.2 #2. r?'tf.,. -..43, Provide attic ventilation spq:ifications and calculations. Cillculate for each of the three drafted stopped areas. Ventir,te the two front entry roofs. UBC 1505.3. 44, Provide I-hr fire-resistive construction at mail boxes in room 02 and 08. A I-hr fire resistive construction is not meet by wrapping the inside of the stud cavity with an additional layer of gypsum board. 54, Architect and Engineer to sign Specification manual. 55. Structural engineer to sign all stairway framing connections and structure, Exterior deck to precast floor connections, deck to wood floor connections, 2x 1 0 corridor floor connection to floor trusse~ Note Structural plans show 2x8 floor joists, Fire resistive floor design indicates 2xl0 joists. Change 2x8 to 2xlO. 57. Provide Structural Engineered calculations of upper floor corridor walls and posts being supported by precast floor panels. ~.. ,r:~~ ~ rpy.~ c./I/b. PMtVIN6~, . 59. DetaIlllAl0, 2/AI0, 2nd and 3rd floor franuIig: all staIrWells and shaft walls must be Ihr fire resistive construction continuously thru floor framing, Neither the Gypsum Manuel-nor the U.L. Directory testing of wall sections indicate that the wall sections are interrupted by floor intersections. Provide floor joist shop drawings indicating such, 65. Provide address numbers on building, . Page 1 of2 -- , .i.. Submit sprinkler permit'for riser during construction before any wood is installed above the foundation. b. Submit signed HV A~, Plumting, fire/smoke alarm,' electrical/emergency lighting/exit signs and sprinkler plans. Contractors to supply penetration fire stopping systems. c. Provide Elevator shop drawings. State of Minnesota to approve elevator installation. d. Provide roof truss layout and signed drawings at framing inspection. e. Install Fire Department lock box. See application. f. Post sign in storage areas stating: " maximum floor loading 40 pounds per square foot". g. Entire building to be completed except for landscaping, prior to a Certificate of Occupancy being issued. A Certificate is required before occupancy or moving into building. h. Maintain 96" vertical clearance height for emergency vehicle access aisle in Parking Garage. Page 2 of2 . 2 JUL-03-2001 13:19 To: From: Subject: Project: SKARPHOL CONSTRUCTION ~ 9528949918 P.01/01 , -~ . MEMO D.te: July 2, 2001 Noel Snare"'3-"lk''''" Grelt west Mechanical De_y Nelson(,~q~7-9"'Oaks Electric Ron Hommerding3""'~I'~HA Architect Todd Dosch~/-?Tf-r"'9 Metro Fire Protection Wayne (,,5/-40(,-'03:1- Keystone Building John MeHnbrinkq~iH"n- Owner 6f)3/, Kevin Mi/- 7r,-6~' Molin Concrete Buzz Ho_ & CMS Skarphol Construction Bob Hutchins/f607.t('/1- Cffity of Prior Lake Dave Walock, Project Manager Basement Clear Height Creekside 24 Plex, Prior Lake, MN This memo confirms our phone discussion today with Bob Hutchins with the City of Prio, Lake, We need to provide an 8' clear height area along the centerline of the basement from the garage door (8' high opening) to the opposite end. Currently the bottom of plank provides a minimum of g' clear from finish floor to bottom of plank at the center span (possibly a little more in some areas due to floor slope). We need to keep a clear height of 8'-0" for a 12' wide minimum centerline area to facilitate access of emergency services vehicles. Please keep this in mind when completing designs and coordinating locations for piping runs. If this requirement will necessitate sleeves in any beams to access the side spans we will need to know this prior to installation of beams on site scheduled for 7/25/01. Questions please call. Dave Walock, Skarphol Construction Group .1doc TOTAL P.01 ~~lf;~-;k. 'c._~/~ 7!t;', ; p~ ,r" 1,,:>/>c...,c/'tT1au. . /A)1f-~ Al..!r ~ 'S;zb' 4.. P.:>M6srtc. b. L~ !4,a..+rt<J"". ii! -Iii $ I vbt-r c;,-6t1-~ fQt. As...,. j4 ;>~--=~.. J! ?o~~ G<r,P Cp,fr1S- ~ ~/-v~ ;::;G. T,-,0N.~ , iP,t1- Z )J;"', "'.,.: w,",b'W Is C~r I~ ~ ,P~- ~ t.lI#fa:..Pi~? ~'l II 'Ill P/ZG>Vlo& r~T/~ I)"H'-'h<&>-t,.,.:r-I<W F"a _J:J?v~r.~!'- FI~<;f~I'I""". ",I~, "'l" ~T'~ f4;d/~. "'1.1'~I' ~;. /'.;:,. Ii! FL.c><=:>f2.S ,_,___,..__. _...,~~"ffi:___._~L.J ~ rl:, CoiJa.. 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"" "",., G-I //V "'"","",-,,<> 6.(-<-t 1,^,5'/71,~_" ~~ July 6, 2001 John Mikesh 8298 Rutter Rd Pequot Lakes, MN 56472 RE: East 24 Unit Creekside Apartments Tranquility court, Following are the results of the preliminary heating and plumbing plan review for the East 24 Unit Creekside Apartment building, Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC) It also includes requirements of the Uniform Mechanical Code and the State of Minnesota Plumbing Code, Heating Review I. Submit a heating and plumbing permit application 2, Item S-I: Maximum setting of C02: 1000ppm ASHREA 1989-62 Table 3. 3. Provide smoke /fire damper at supply and return for CF-I at corridor wall. 4, Provide detail of one hour rated shaft for any EF-2 and dryer vent that is vertically exhausted thru the roof. UBC 711. Suggest all exhausts are vented horizontally for ease of construction, Maintain clearances to openings in the building UMC 906 f. 5, Sht M-3: Indicate size of combustion air shroud in the equipment room, 6, Sht M-3: Smoke/fire dampers required at EF-2 and G-I ducts in Elevator equipment room, G-l in Stair A, G-I in ElectricaVMechanical room 23A and 8x8 duct in Basement elevator lobby, The lobby is not shown on the plans, UBC 713,10 and 713.11. 7, Sht M-3: Smoke/fire dampers required at duct in I" floor elevator lobby and 3'" floor elevatorlobby. The 3'" floor lobby is not shown on the plans. UBC 713.10 and 713,11. 8, Sht M-4, HV AC note #4: Provide testing documentation of the penetration firestopping systems for piping ducts exhaust fan ducts, meet membrane and thru penetrations of fire resistive floor/ceilings, roof/ceilings, and walls. UBC 709, 710, and 711 All items pertaining to the east 24 unit building must be addressed before a building permit is issued, Items pertaining to Lot 1 and 2 buildings is information regarding future building permit applications, Comments from the Planning and Engineering Departments are forthcoming, Call ifthere are any questions, call at 952-447-9851. Sincerely, Robert D. Hutchins cc, Skarphol Construction enc. 2 ~ ..,,- . -- July 9, 2001 ,t..."tol..1"~ L~(,~~ ?' ~?"'~ ~... John Mikesh 8298 Rutter Rd Pequot Lakes, MN 56472 RE: 16510 Tranquility Court Creekside Apartments, Following are the results of the preliminary heating and plumbing plan review for 16510 Tranquility Court Creekside Apartment building. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC) It also includes requirements of the Uniform Mechanical Code (UMC) and the State of Minnesota Plumbing Code (MSPC). r Heating Review I. Submit a heating and plumbing permit application 2, Item S-I: Maximum setting of C02: 1000ppm ASHREA 1989-62 Table 3, 3, Provide smoke /fire damper at supply and return for CF -1 at corridor wall. 4. Provide detail of one hour rated shaft for any EF-2 and dryer vent that is vertically exhausted thru the roof. UBC 711. Suggest all exhausts are vented horizontally for ease of construction, Maintain clearances to openings in the building UMC 906 f, 5. Sht M-3: Indicate size of combustion air shroud in the equipment room. 6, Sht M-3: Smoke/fire dampers required at EF-2 and G-l ducts in Elevator equipment room, G-I in Stair A, G-l in Electrica1lMechanical room 23A and 8x8 duct in Basement elevator lobby, The lobby is not shown on the plans, UBC 713,10 and 713,11. 7, Sht M-3: Smoke/fire dampers required at duct in I" floor elevator lobby and 3"' floor elevator lobby, The 3"' floor lobby is not shown on the plans, UBC 713,10 and 713,11. 8. Sht M-4, HV AC note #4: Provide testing documentation of the penetration firestopping systems for piping ducts exhaust fan ducts, meet membrane and thru penetrations of fire resistive floor/ceilings, roof/ceilings, and walls, UBC 709, 710, and 711. 9. Provide Specifications on TWU units and MUA unit. ,6200 Eagle Creek Ave, S,E" Prior Lake, Minnesota 55372-1714 I Ph. (612) 447-4230 I Fax (612) 447.4245 AN EQUAL OPPORTUNITY EMPLOYER 10. Indicate size or calculation of outside air to the 1" floor corridor thru TWO-3, r II, Provide noncombustible duct in bedroom retum duct G-I. UMC 1002, Plumbing Review 1, Provide water meter sizes for domestic and lawn irrigation, 2, Maintain 96" vertical clearance height for drive aisle in parking garage. 3, Maintain sound control requirement in bathrooms by setting tub/shower bays after gypsum floor topping in place, 4, Sht. M-2 Plumbing notes#4: Cast Iron Pipe required in unenclosed areas in parking garage, 5. Provide testing documentation of the penetration frrestopping systems for all DWV pipes and water pipes, confirm that tub/shower bays are 2" p traps, meet membrane and thru penetrations of fire resistive floor/ceilings, roof/ceilings, and walls. UBC 709, 710, and 711. ~6, Submit Plans to the Minnesota Department of Health. MSPC 4715,3130. r Call if there are any questions, call at 952-447-9851. Sin'~ Robert D, Hutchins cc. Great West Mechanical Skarphol Construction r 2 Aug-14-01 ~1:2~~ ~,.IoPot,ZOOI ~Oo!PN -<~-,.,. --..... ...................-............... (1l'>..:)",,-,"IaI::f'b P.07 P.99 r--- -.... "",,,__"':11,,"'''. 110110'2<12 _........ 8298 RulIpr RIl PeQ.uot Lakes. MimlIsota 56472 PhoDt; (:418) 543-4114 Fex: (:4J8) 543-4114 Email: brianb@ualiDk,lICt AUj!U5t 09, 200 I Orat Wen Mechanical 24067 165th St Big Lake, MN 55309 Creekside EBtates. Lot 2, Division IS. MecMnic:al AddeudUl1l No, 1 ChiInac Dn.winI. as follows; I, Sht M-4' Enclose fan CP-l and dlWt, in ceiling IOml built onmted ~a.nd waiL 2, Sht M.3: Add cIimalslm, 22"" 14", In combustion air shroud, 3. Sht M-3: Add Smoke!l'lre dempcrs atEF-2 and 0-] ducts in Elevator equipment room Eliminate S"xS" dua,dilfuw", arn:l retlI1'Il grill" 0-1 Sho~ll in basement elevator lobby, 4, Sht M-3: Eliminate g~x.8" duct lit tbe 1st floor and 3rd floor lobbies that c:nteJ'$ the enclosed ele\!ator l!lIltraoc:c area. Spa" 3ed floor lobby 0.1 dif!\:lsers clO$CT topl'J'. S. Sht M.l: Add a 4"di&n1, oUI$Ide air duct 10 TWU-l retUrn air plenum at bt Boor lobby Coonect 10 WIll cap, OUtside ait now set It 95 cfm. 6, Add a 3"dill1n, OI1t1ide air \Suet to TWU-l tetUm air plenum at 3rd lloor lobby, COMOCt to a wall cap, Outside air /:low let at 30 cfm. 7, Line bedroom n::tum duct G-1 with drywall. R, 8ht M.I: AdO OoIncstic waIlU meter size: 2" 9, &ht M-2: Add Note: Cdst Iron PiperequiJed in enclosed areas iapor1unS garage Aug-l4-0l ll:20A P.Ol ~ --. Great West Mechanical, INC 24067 165n1 ST. Big Lake, MN 55309 FAX COVER SHEET DATE.; <tS I I A/O l I ' J c:::. '-t-' TIME:. 0 TO: (Kob~(t b t-\lX1C\.<'(\S PHONEq:.52, FAX: ~'/~ - Lf (j ").- (-12 l.f5' FROM: IJ<:)SL PHONE: 763-263-6285 FAX: 763-263-5982 RE:J11o (~~J~^ )nI~o. /J +rx- )~ /'t;Y ~1.jL NUMBER OF PAGES INCLUDING FAX COVER SHEET 9-- PLEASE NOTE NEW METRO AREA CODE (763) Aug-14-01 11:21A P.02 r- '" aWM GREAT WEST MECHANICAL, INC, 24061 165th St. - BIg lake. MN 55309 Phon. 612-263-6285 - Fax 612.263-8248 August 14.2001 Attn: Robert J), Hutchins City ofpfjor ,Lake 16200 Eagle Creek Ave, SE Prior Lake, MN 55372-1714 Re: Plumbing and healing plan and review meeting on August 13,2001 regarding 16510 Tranquility Court Creekside Apt. Dear Mr. Huchins, 'Tbank YOtl for lalc.ing the iime to 11ltX.'1 with me and allowing me to go over the plan review tor the abovc stated project. I have itemi:r.ed my notes based on Ollr discllSSion, If I have made ,my errors in the following notes please contact me so I can amend my notes and meet the requir""."".s for the City of Prior Lake. Siocefely, ~I \-1 L' I, I J "(,/ ,,- .. ," / {j.f/~~:_~ /"'/([t(,j Noel Snare Project ManagerfEstimator Cc: Dave Wollack- Skarphol Construction Joho Mikesh- Mikesh Enginct.'Ting Page 1/3 Aug-14-01 11:21A P.03 ~ ~ Heating Rt!vi.ew: Item Number I 2 3 4 5 6 7 8 9 Done Done Mikesh Inc. Addendum I item I Run EF2 and dryer vents horizontal either 2-6 gage or PYC with fire stop as shown by plumbing ;........;.vtor Addendum 1 item 2 (22xI4) Addendum I item 3 Addendum 1 item 5 Receiving testing docwncnts from SpecialLy Building Products Done Notes: Building official recommended using PVC schedule 40 pipe for bathroom exhaust vents with fire stop. PYC schedule 40 lor dryer vents ifU-u......."...ture does not exceed temperature rating. Buzz from Skarphol is going to get information from ASlIOCiated on t.;''''I-,,;.,..tur rating. We have done this system on previous projects. 10 11 Addendum I item 6 Addendum 1 item 7 drywall in.'lide of return air transfer duct where needed, Under cut bedroom door need from John Mikesh how much space between bottom of door and top off carpet. PI_billS! Review: Item Numher I Addendum 1 item 8- 2" water meter domestic need from Skarphol Construction gpm of irrigation to siz.e meter and submit to city (Change orderlhr lawn irrigation meter) 2 Change order to Skarphol Construction to achieve 8~ clearance in garage. 3 The City said Great West Mecba.nical. Inc. can set tub on cement block to raise tub off the IIoor for jip rete when they found out that /loor was jip crete after unit was sheet rock, 4 Addendum I item 9 5 Specialty building producL'l sending more fire ~10p assembly on: A. no hub cast iron through 2 hour fire rated precast cement planks I Y:," to 4" pipe B, Copper pipe through 2 hour fire rated pmctlst cement planks Y:," to 2 '/," pipe C, Copper pipe through I hour floor assembly y," to 1 '/," pipe D, Cop!,<-"!' pipe through 1 hour WIlll u.'lSeIIlbly y," to 1 W' pipe 6 Done Page 2/3 Aug-14-01 11:22A P.04 ~ ~ Items reaul!!Sled hI' the Citv ofPriDr Lake: I Great West Mechanical, lnc will install 2" glued p-traps on all tub with glued wa.'ite and over flow 2 Automatic clothes washer hook up box, Skarphol Construc.:tlon Group will frame in recessed nook and sheet rock. Great West Mechanical, [oc, will stub through with washer drain and hot & cold water with boiler drains and fire calk foe I hour rating. 3 Requested fire rated assembly for tub/shower drain from Speciahy Building Products. Page 3/3 Aug-14-01 .:P_:_2.2.~ _.~'~. ,."......... .'.......n...,'''...\"......... 'b.:f>.~Ib>~\'Ic:. P.OS P..01 ", . .. John Mikesh 8298 R.utter Rd Pequot Lakes. MN 56472 . ' , ' \1 , , II 5)lEtlEDVlE "f ru, JUl 1 3?OO1 1 , $1(M1'H0l. CONSff\UCn(llj Ii CROUP. I1IIC, July 9,2001 REI 16510 Trmquility Covtt CrtelWde AplU'lmcnts. I Following IlR the reau114 of lb.e pzeliminarY h~ and plUlJibina plan n:vi_ for 165lb, Tranquility Court Creekside Apiltlment buildinll. Our review was bued on the Minnesota Stat 'i Buildinll Code (MSBC) which adopted with ame.ndmcnu the 1997 Uniform Building Cod' I (tJ8C)lt also includes requirements of the Uniform MClChanieal Code (\]Me) and the Slate 0 r, MinDesola Plumbing Code CMS\'C). ! , , Httti.1 R.eview I. Submit a beating ami pl:umbillg pennit application 2. Item S..l: Maximum setting of C02: l000ppm ASHREA 1989-62 Table J. 3, Provide swoke/11re damper at supply llIld return ror 0-1 at corridor wall. 4. Provide detail of one hour rated shall for Illl)'BF.2 and dryer vent !hal is vertically exhausted th:ru the roof UBC 711. Suggi:st all exhaU$ls are vented bori2.ootal\y for ease of construction, Maintajn c\ewill(;es to openings in the buildini: UMC 906 f. 5. Shl M-3: Indicate size of COI'l1bustion air shroud in the equipment room, 6, Sht M-3; Smoke/fire do.alpC>S required at EF.2 and G.\ dUelS in Elevator equip1llClll room, 0-' in S~r A. G.I in P.lecllicaI/Mechanical room 2)A anti &xll 1S\lCl in 9asement eleval(>I lobby, The lobby is not shown on the plans. me 713,10 a.nd 713.11, " i ~ j\ \ I i I 7, Shl M.3: Smoke/fire d:l1ilp~s required lit dllct in ," !\oor elevator lobby and 3" fiOOf elevator lobby, The 3"11001 lobbY is not shown on the plans, UBC '1\3,1{1 omd 7l3,11. 8, Shl M-4, HV AC note 1/4: Provide tclting documentation of the penetration fircstoWitlg systems tor piping d\lcts el<haust fan du<:ts. meet m_l.._..~ and Ihru. penetrations of fire r<:$Ltlive floorfeeilin&s, l'OOf./c:eilil\gs. and ....alls, tJBC 709, 71 0, and 711, ,,>, Pro,'ide Specifications on TWlJ units and MUA unit. 16200Eagl.CrEl<6l<AV<l, S,E" Prior Lake. Minnesota ~!>3n.l1l4 / Ph (612)4'17-<1230 I J'ax (612)4..7,42< 5 AN EQU"-!. ClPPfI1m INl1'V F.MJIlDv21\ ! , Aug-14-91 _~l: ,?;3~_ ~.,_~, ~~~f rl~~~~Nl~H~ r- ("+:':='.~260a6 ~ ... "W , I 0, Indicate size or calculation of outside air to the 1 ~ floor cmridOT U1r\l TWU-3, J 1, Provide noncombustible duel in b~':'. .... retum ducl 0-1. UMC 1002. . PhlmblDI Review L~Jovide 'VSlv1&"W- 1Ii_. for dOlnC8lU:: and Iawll imgaticn. 2. Maintain 96" vertice.l clcaraneo beight for drive aisle in parltina garage, 3, Maintain sound conl:r(J1 requirement in baJ:_~...,s by setting tub/shower bays after 8)'pS\lln floor lopping in place. 4. Sht, M.2 Plumbing notes#4: Cast Iron Pipe required ,in unenclosed areas in parkinc garage. ~. Provide testing documentation of the ,,__;...;;011 Iirc:stopping systems for all DWV pipes'and water pipes. con1Irm that tub/shower bays are 2" p trilpS, meet membr.me and thru penetrations of fire resistive f1oor/ecllings, rooUceilings, and walls. UBC 709. 710, &lid 71 \. 6. Submit Plans to the Minnesota DepMtment of Health. MSPC 4715,3130, Call ifthcre are any questions, call at 952-447-9&51. Since~ Robert D. Hutchins c:c, Oreal West Mechanical Skuphol Construction 2 P.06 P.9Z I i I , SKARPHOL CONSTRUCTION 9528949918 P.01/04 09: 14 ,-. r-- . MEMO August 16, 2001 Ron Hommerding RHA Architects , Kesh Ra Larson Engineering John Mesenbrink. Larry Gensmer OWner Dan Molin Molin Concrete Noel Snare Great West Mechanical Todd Dosch Metro Fire Protection Wayne Maubed1 Keystone Building System Jeff Kahnke Kahnke Landscape Stew Johnson Oaks Electric Buzz Howe & Charlie Skarphol Skarphol Construction Group From: Dave Walock, Projed Manager Subject: City Meeting To Overview City Items Remaining Project: Creekside 24 Plex, Prior Lake, MN This memo confinns our meeting on August 13, 2001 at the City of Prior Lake to review the remaining items that need to be resolved or additional infonnation that needs to be submittecl to Bob Hutchins with the City. We haw atlached a copy of the Cities letter with items tl8lhrough 65, h, for your infonnation. Some of these Items are for infonnational purposes only. The foRewing items are the individual items that are in need of response and the responsible party is identified. Please review these Items and respond within the next week to the Items with your name identified. RIi. ,... ~11~lJIe 111m No. a.crtptIon PIny MECHANICAL ITEMS Provide to Bob PVC pipe Infolmalion on laundlY dlYer venting PVC bath fan sid_II _~, ,,~is an option to meet fire protection reql', _;... Photo given to GWM Permit to be picked up for Mechanical 8114101 Fire protllCllon permit approved and ready to pickup SCGlGWM GWM METRO FIRE 8. ARCHITECTURAL ITEMS LP floor truss informlllion given to Bob for approval in lieu of Truss joist Information previously submitted Molin to provide additi0nai information on 2-hour lint lIlSislive lXlnsl/UClion confirmation for Beams 8Ild foundation walls to meet use 703. KEYSTONE MOLIN CONe. , dol: ... , 09: 15 SKARPHOL CONSTRUCTION 9528949918 P.02/04 /"'" IlemNo. DeMIfpIIon C ' , ,Ide C~ ........ .... CIIIltt3lD1 (coat.) 13 Make note of the elevator Iobllles that will be required. RHA in SCGIRHAIMES a prllYioUS meeting dis8gl1l8d witIllhe City I8qIIlrement but due toR!iA.snon".........,.or. ....",JionofanycloCl ,,,.,,:,~ supporting their.. ....:~' .,. the City will require an lobbies to be provided as red lined on the CIly PennII set of drawings. 43 SCG 10 provide addition8l drall5\llp as redlined on Ihe Panni! SCG set of dlllWings. The City will go from \heir caIculaIlons. 44 Provide a double wan. Not shown on plans but will be provided SCG.."" , "" I vNE 54 SpecifIcation menual needs to be signed by \he architect & RHAlSCG engineer. Coples from SCG will be fofw8rded to RHA for distJlbulion and signature and mailed beck to SCG for distrlbution back 10 the City. 55 Structural engineer to sign offIprovlde 51airway framing RtWLARSON connection infonnallon. RHA & Larson Engineerlng need to call Bob at the City and find out 8JC8dIy what is needed 11115 lime in lieu of speculallon. Then foIward [<~ '< ,,:ion as needed. 57 Provide any point load caIcuIaIlons conIlrmlng \hat point loads MOLIN (with Larson from the wood structure above are designed for support into the assiStance as needed) Precast plank materlals 59 RHA was to provide an altemate detail at the stair tOW8/' floor RHA connections. Due to \he fact that RHA has yet 10 respond. SCG has enclosed a detaH for Ron's revieW, ......:.".::e thai we have conlinned will be acceptable 10 \he City. If acceptable, Ron needs to foIward to \he CIIy and identify whMe \his detail will be used. 65, b. Oaks to submlI FirelSllloke a1ann layout drawings \hat also OAKS ELECTRIC identify emlllgel1Cy lighting & 8lCiI sign locaIions. 65. h. e-ment 96" vertlcal clearance. FYI for all subc.. .,:... ..:..... to ALL SUBCONTRACTORS coordinate with Buzz pipe layouIs to provide as .'h'~ry, Responsible PIny Please review and respond to SCG (or \he City directly with a copy to SCG) by 8/27101. Bob Hutchins phone # lit \he City is: (952) 447-4230. Questions please feel free to call me at (952) 894-9882. extension 102, Dave Walock Skarphol Construction Group Inc. .Pege2 09: 15 . SKARPHOL CONSTRUCTION r r~- 613012001 \2-~ \A ' BUll..DING DEPARTMENT COMl\.u.. \ .. S: East 24 Unit Creekside Apartments Tranquility court. Numbered as in plan review letter. 9528949918 P.03/04 8. Provide testing documentation indicating that Sl.rt"-.~g beams and foundation walls in S-3 occupancy to meet two-hour fire resistive construc:tion UBC 703. '10. Complete the Struc:tura1 Engineers requirements for Special Inspections during construction. UBC 1701.5. 13. 2nd, 3" floor: One hour fire-rated Elevator Lobbies required. An elevator lobby must be sep~ted from a corridor. Basement: Provide an elevator lobby separating the stairwell and elevator. UBC 1004.3.4.5 Provide revised plans. Elevator shaft is open to the same a1JIlosphere of the termination of the stairway shaft and must be separated. 26. Provide HDCP signage, 30. Indicate all exterior (detail 4/A3) and interior handrails; If handrails are not continuous, they shall extend at least 12" beyond the top riser and at,least 12" plus the width of one tread beyond the bottom riser. MSBC 1341.0434 Subpart 4, Item B. Provide revised plans with dimensions of handrails. 39. Post occupant load sign in Library and Party Rooms. 40. Lot 1,2,3: All double doors to have a coordinator and astragal. UBC 302.2 #2. ,,' ,f..,. -43. Provide attic ventilation specifications and calculations. Calculate for each of the three drafted stopped areas. Ventilate the two front entry roofs. UBC 1505.3. 44. Provide I-hr fire-resistive construction at mail boxes in room 02 and 08. A I-hr fire resistive construction is not meet by wrapping the inside of the stud cavity with an additional layer of gypsum board. 54, Architect and Engineer to sign Specification manual. 55. Structural engineer to sign all stairway framing connections and structure, Exterior deck to precast floor connections, deck to wood floor connections, 2x I 0 corridor floor connection to floor trusses. Note Structural plans show 2x8 floor joists, Fire resistive floor design indicates 2xl0 joists. Change 2x8 to 2xl O. 57, Provide Structural Engineered calculations of upper floor corridor walls and posts being supported by precast floor panels. , 5'. ,c.:.a,.c..i ~oor- rft....~ e.1\b. PMWI....''''~ 59, DetaiIIlAIO, 2/AIO, 2nd and 3" floor framing: all stairwells and shaft walls must be Ihr fire resistive construction continuously thru floor framing. Neither the Gypsum Manuel-nor the V.L. Directory testing of wall sections indicate that the wall sections are interrupted by floor intersections. Provide floor joist shop drawings indicating such, 65. Provide address numbers on buildin~. Page I of2 ~.;; . 09: 16 SKARPHOL CONSTRUCTION ---- ) 9528949918 P.04/04 ~ J.. Submit sprinkler pennit' for riser during construction before any wood is installed above the foundation. b. Submit signed HV AC. plumbing, firelsmoke a1ann, electricallemergency lighting/exit signs and sprinkler plans. Contractors to supply penetration fire stopping systems. c. Provide Elevator shop drawings. State of Minnesota to '"t't'.w Je elevator installation. d. Provide roof truss layout and signed drawings at framing inspection. e. Install Fire Deparbnent lock box. See application. f. Post sign in storage areas stating: .. maximum floor loading 40 pounds per square foot". g. Entire building to be completed except for landscaping, prior to a Certificate of Occupancy being issued. A Certificate is required before occupancy or moving into building. h. Maintain 96" vertical clearance height for emergency vehicle access aisle in Parking Garage. Page 2 of2 2 TOTAL P.04 ,.,,, I NK CONSTRUCT! ON PHONE NO. 9524475036 Jan. 22 2002 12:01PM 1"1 Eagle Creek Development LLC 7765'15" Street Ea.l, Prio, La.e, Mill 55312 Phon. (952) 447.5058 Fox (952) 447.5036 Fax To. Bob Hutchins F..., 447-4245 PnoOftI John,Lany pag_ 3 including cover _ Datel Janullry 22, 2002 ReI Creekside 24 unit - chllnge5 to e1eVlllor lObby . C.m......ts: ~~INK CONSTRUCTION PHOI;E NO. ; 9524475036 Jan. 22 2002 12:01PM P2 -rH:' 9~244751a3S r~~2 I..:) CORRIDOR I I 10 1'..(';" S,,*,,-~'i2I'j{\;z ~21 ~3P F?ot:: ~ ~~~A . 'l.. EXERCISE ern I ~,~l @ :1 Dc @- \3'-IIlcY1' L 1'_'., '\....J 0 ~ ' , t I L1 I r1 ....-"..,,_. ,-.. r qr' 10~ I ! i ; ~ ! ..r::.. .w"----:- , l , I I , - I --^'-.J.. ! (3) , -, 1I{i ~I ! r.---- II A '~ 1 ~ 1-2X' ~O!l ~DON /I 2 PLAn: WI .I.A~~ 516" .eoONRCI CI1I'.NNa5 1-- @ J-W'-f ., , . r;i\~ om i<'ll TO~ CD'I CD 0~'- "0 ...... , ~' i'll, /i ~ -CD ::!1'"- CD '~kD I I I ; SU..o~IP PLClC.\<- ",INK CONSTRUCTION eN,;;;) ~OM' ~ YG\ 00' D HONE NO . 952447511136 P . , Jan. 22 201112"t:,:~2PM P3 --. . ~~44'?5e:;.C 'L'. ~ ;>.;;.~t;. j '6 i 7'-6" , o , .[ tD r:'.\ ~ : ~ ~ ~, '--:'=:3'.-oO"-B f ::::::. I \~O - - :::JJ ~ t;3::J-<I' ON I WI, II ~ EI~ OS A -JOI ~ ,~~~f_91 IllY' I I;.. \. :CI .- a) ~~u / :;)~t~- -=-.. i ~ ~ T , . "--T'" , I I Doll ! ~ -'- , i) r-- 4'.0" __3'~C;._~ TYf" - - . In . ih ""'( "" A, @ ~ ;~ It, N - 'CD~ o AI I II '---~~ I , f) ?Lo:A2- '1l~ \(.\ ~ ~,. J.~ -n iCl"8 3~;a, - ::S1A1\b ~ \ PC;) D~ Ji~: ( OfT( dI'i > (- f!...UN r.AJ F.. ,p. · ~/JIJ&4cdA.!. SiAtrt~ff. ~/t.6-n~ (!L~' .p rV r-J -....-' P:;;A c-.: ...: , .,../ . . ' ' 1 .... Pp[ PCf'tfr6- /v/l-<V--..cW f(v. ,AiD ~ - -" ~, "';I!i t 5Sl2-S ~l. ~J) tJ~{>.M. C1MJ. /J ~ 1. A~ ~ HEIGHT OF BUILDINGS FlOOR LEVa IS CLASSIFIED AS THE FIRST STORY WHEN 'THE FLOOR LEVEL IS: NOT MORE THAN 4 FEET BaOW GRADE FOR MORE THAN 50 PERCENT OF THE' TOTAL PERIMETER NOR MORE THAN 8 FEET BELOW, GRADE AT ANY POINT. / \ SECOND STORY j , '. , - >6' T ~_'_ 'GlfjJ~O~ ~ ,,~ / \ FIRST STORY - , -.:8 . , 4' c: ' - - - ....1'" _ __..a..... SINGLE-LEVEL BUILD'lNGS -z./"/Ol L-C'r/Zj 3 /!-'-(.. #f~ ~';;'---r.J THE LOWER FlOOR LEVEL IS ClASSIFIED AS THE FIRST STORY IF THE flOOR LEVEL , ABOVE IS: ' -- . , MORE THAN 6 ,.cc I ABOVE GRADE FOR MORE THAN 50 PERCENT OF THE TOTAL PERlMc I cM.ga.MORETHAN 12 r:cc I ABOVE GRADE AT ANY POINT. >12' . -" .',j ; - .... ", MULTILEVEL BUILDINGS FIRST STORY SEL liON 420 HS-5 _' ,J:IR I NK CONSTRUCT! a-l ,- PHCH: 1\lJ, 9524475036 ""'" Mar, 13 2001 07: SlAM Pl Eagle Creek Development LLC 7785 17'" StIMI ".It, Prior Lako, MN 55372 Phone (962) 447-5068 F.. (952) 447-500(\ Fax To, Bob Hulchins p""", John Mesenbrink Pax: 447-4245 "_' 8 Including COlIer ....... Dllt<r. Mlrch 13, 200 1 .., Creekside EslaIes . Com........' Bob, Please call me on my cell phone when you receive this fax. My cell phone number Is (612) 968-3800. ~. ~fPJ1 Cfif" ~ Or'C'" c;A1rJ- w~ F(2e/\iT Co~, NtfiO <J fI!) ... To ZJ-- {",,,-. i(2M:iA-- ~ fi10 I'c ~~A16 ~ l \( - ::i _"J:lRINK CONSTRUCTION - ~3/08/2~01 14:4S &12&~6~7"9 PHONE NO. : 9524475036 _ AP.~ Mar. 13 2001 07:51AM P2 I-'AlOIo ~! .' ."_,,, I~r-'" ~ : ~ ..ti .=.-:\ - ~- ...'. ~,." L -r-"""""- \ - , II 'I.'.' .t. I _--l..J .t. , ' . " . " , " "-4t ' (' ^' X.~ ' US!' ~,j'" . ,'~ .." ,.": ,< ,',:<!)\, "':' .i. .o,~0 " .W' ~" CD " ", :.,,', '~rn i J' , .'.. . .... I;:' f : :. .- I j ,_, ."'~' 1\.,. I .~.. IIIIIlIlI I .... ~';:arl "':,I' ~ ,,1_, ," I,. U , I i , r~ ,r.~ ////1/ /. . ,(I) /11/1/',::/' vr~""'" . '. . r : ',' .~. ,. . . , . .," . ," ,,/',,',":. '--. ~ ' " /.,,' . / , ',' .,'.o. ,,", /' ,. . . .., :,' , F..',;'I/.~" 1/. . '. . e. /:/:' / I. ., , . ,/1 ,', , .- . . IlIJ , I r.,..' ~. o ~ 1\ .. ~ . ...... .": ,'" I. ~ , " p.~ ~ I " . ., ri,. ;' '~ f'-<Jt#!..S' /N.~~"V/JI Wf~ fO()f.2;,.'t;4' , ~'" 'Fo1~.Cof-ll.lDoo/..S (oIk. (~, No ~.~ ~~1))f5W ~ -- FROM : MESENBRINK CONSTRUcTICN PHl:JI'E NO. ; 952447S036 1!I;/0S/2a01 "~: 39 612651;0789 RMA ARCH , i: , ~ ~ff~ I, " . ':'is,;''' f. 'BI,~,J , .~ I , ' I 'l I , I ' \1 , \.. ,'Jl , I I I, ' : " I . I , , I ' , I ;. Mar. 13 2001 07:52AM P3 P/llOE 02 ,', ,~ . .' . ,", !\ ~ 1 ~ i .. '.' :l' r1r', , .:: "'\'';'::'- I l' "I ' ; . . . . . . . . . I . " . ,""', ,I, " . ""',',,', " ! '. , [1. .:.'t'.," !II. L, "";"', ~ ", -I ,', ',' , ~ : - ",,' I',',. :.' ;.. '~'I~""':':~.':: :', .0,1. ",<::.',:','. '..,._, "I" " ". " J~"" ,,'. ':,;:, ," ' "',\ ", ' . , . .;', " " "~' " '"" ~ ? ~ ~'-i: I' ~: "< ", ~ . " , '. ",' . . ,'. I "j" ' . '. ,. . ":";:'.,: , '.'\' '.:' ,,,0-1", ' ! ~-~~~' " . : ~. . . ", . . .'...~..... .. <>.: ..:':' ," . , '. ...- . '" . ..... .>~. :', : ..... . .'. '~ 'v FROM: MESENBRINK CONSTRUCTI()>/ - PI-GIE NO. : 9524475036 ~<l/0a/200l l-=<l9 ~1.~~5b_(89 - AAO-4 Mar. 13 2001 07:~_ PAGE ~~ ..., ,- . 1-1:r ..' ~~ ' , (' '&:>>r~' ' . " ' " ;' , ( ' . > ','. ' \ l . ,~ ~ 1, Il~ I ~- , J.. l ".Yi' I 1 ~ --1if~.~-t 'i; _ ~ - :N' j ~.---= S'f~.' - l . .~ .'. " a /........... /. -'M !.IIIC II- /' ,'~' , .... , ' . r', I~ lr~ L J ,/, , 1I'lI1IOIIAD~ , . , ",'D!l "~\' ," ..,' , ~., . . . , , , "'-,. /. . ,"' " ,(p~E- 19,1fi2:L WI n~ ~l~ '~ kt/~ :'.:(Lin>f ~~~ ~~V . ", . . . ....' ", " . .... " . . . ~ ", ", . " .-, .. , , "~ " . &:.:. ' I ~", ~ ~la, ft ((>~a3, 1. L- 0\ Y I- I '\ , ' \ (~ ~~' -- ,< , I; fJr.:,~1 ' I ~\ viI /"' ,~,~\\'J~i 7~1 r -'-.-' >( N 3 ," ',', ,', ' " , I, . ,,'rjFII-~;~ '.,', ~~I,t'~r.~P1+~+""'.,. (~', . ,,'<':..:."',,'.U -'.',' , = " L'.' '0\12. ,.. ',~i7I:L ' , " .Z:, U.S* ..- , ":..S:PI~-',,' ': " l' ,\,., ' , ' 1 - ., na ~ ';" ' . 6 , - .... I tt1f!1 l:::E.l ,Z; :::l '.':')~:,< ,.<..',:-. . . . . 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'"lI q ~ t' ~ ,.. '~, ~ ij - .,. , f. , . '~ " it --- , .~ I \Ii' e ~-" - q1 ~ 6e~~glOg~t9 55 :~t ,BB~/8e/Ea NOl.L::lm:U.SND:> >INl/:l8N3S:t.I : WO/:l.-:l ,.:NBRINK CONSTRUCTION ~ PHONE NO. : 9524475036 d5/el!~Ml 10: 47 &12..5, ~~ "HA I;RCt. - May, 01 2001 02:25PM P1 ?A'.;E a1 / " RHA ~ .--, 1(:0" /-'08 H L,,"T (' ~\ INS , " "ARCDJ .l.I!JCTS , ,': ',104 But St. G_.:.-..:n Stre<:t , '.::St. ClOl.ld, MN 56304- "T.~ 320-656-0787. Fax: 320-656-0789 .' . . . l TO: ,,' F~~*: , , " tr~E COVER SIJEET.' ,..<""~- ~, ','"'" "'"', JIIp . '," ," '" ". .::~.~~- 5D~(n SENT BYi . '.. .. J)..,n:l,:~:.' l- 01 TJMI:: //7: ~ .~~___ .....{..JL~~...L ,,' ',' " MESSAGiti4r">:~ ,h Q 1 Y 1\ I '11 , -' ',. , " ; . . , ~. ',. i' ., " ~. . . ' :.::....:::. .," . '" " .. " roTAL Nl7M1Ju. CJ.l"I,NCLUDING TBJS COVER SUET: ,'PLEAU'W i1s';J;$.uoVl: IWMNJl D TUB AM ANY,., "...1:_ " :..',",", :M.nI1'IDlITIlAHSMISSlON. ' . " . ,. . .;' ',I, ,- ~f9W~i,;:,;',." "{pI1/, 'l~;:,q~'1 " '~".; ',' . . ,'. ',:, . , ':. ...:NBRli'i< CONSTRUCTION ~ F'I-llH: NO, 9524475036 <'5t'Dl/;:ae: :e:47 &12656<,d9 _ r~ . ", :~'" " ~ ' '. , .. .' . ',' ,. . .:).:~~;'.::;:'.';. " 'iiiiiiAft.CHiTECrS INC. ":. \l.>::' '.~::...:::~:...... :.' : '.' ' . . " ,,','...... April 24, 2001 ',' ..... ',' , , ,'. .... Ma!:l, 01 2001 02:26PM P2 PAi:i. 'j,! ..>ENBRINK CONSTRUCTION ~ F'I-OE NO. 9524475036 e5/eli2~e. .~; 47 612656e18~ RHA toRCH Ma\:j. 01 2001 02:26PM P3 PAGE e~ .." , , ", '.. , ., "~" . , _ ill: ~ ~~i~L,:;,' ",..", lor IpllClal ~ II't U lbIIows: li:lodllP, fwDd&tillllJ, "r.''''''~'':''"~~~~.,~.:J.:.:.'''..;. "': ~.' ,'. . . . . .' ,," ltaid~:"" ....-;,iIloll_~;;--:.' , " ,,'-: ....;:..: .,'.:....~..~i'.~..,...~. ,', '... . . . lillm'u:::tlIIl'I\~~illd,~,"',~,u"., ",Is '.". ",i1o!fOfIh.o~""'.(SlerwiMcl,.. t.woG4ltlci....t.\.,:.. ..i.~~~~), ,',' , ' " .: .' . :I:i'.':':..i":.': '.: ,_ . . l-.n 21:..... :.;,'", .1;.,:--, ~_i.~' 'iIC2AIOSC...', . "', "",', ..;' .... ;. '.. 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'''It - @,,~, '_<t, , , HOC!':' \1Hj 6aL0%~~1~ L':ltl \~~~n~/'~ ~0SLvv~ : '(1o?i 3tO-ld N01.I.~l.SNO:l >tNIl:l8N353W : WOl:l.:l DATE: SUBJECT: ATTN: ~, 0" D~ R ~~, ri" ' 'C ~~___~ Ls l..1. '..... ---,-_._~...- \, .'5m iL U, I -- , -___..1-- Skarphol Construction Group, Inc. CREEKSIDE ESTATES - PRIOR LAKE, MN MEETING MINUTES #2 PRE-CONSTRUCTIOI\l May 10, 2001 -- MEETING #2 - PfeConstruction Meeting on 5/4/01 with City of Prior Lake BUilding Inspection John Mesenbrink Larry Gensmef 'Charlie Skarphol Ron Hommerding , Robert Hutctllns MES 'Dave Walock MES Noel Snare SCG Steve Johnson RHA Mike Simon Prior Lake City Todd Dosch 'Attended I. NEW BUSINESS (City Meeting NoteslResponse to RHA April 24th Letter) Letter ~ City ResllQna Building Permit Form, Need to fill in valuation amount. SCGlMESEN Show building layout not encroaching set back line, Building staking drawing needed, Revise Civil Plans MESF=N as necessary. Sprinkler Design Drawings will be provided to the City, The temporary standpipe needs to be shown, OWner will proVide rental agreement Need signed certificate of survey with meets & bounds description ~ GWM to review option to pfovide energy calculations Architect to provide UL & Gypsum copies of actual system assemblies when referenced in lieu of only calling reference to numbers, 8 112 by 11 sheets would be adequate, Roof ceiling assembly is not correct as notes 3 layers vs, two, Roof ceiling number GAFC5406 calls for only corridor area not all ceiling areas Look to reference alternate system, Corfidor floor system with full depth insulation adds one additional layer of drywall. Joist need to be solid in lieu of open wed or fully fire sprinkled under NFPA 13 in lieu of 13R, Draft stopping as noted will not meet code, Also full depth insulation at corridors will necessitate an additional layer of drywall as currently shown, 8,(cont.) Precast plank. Need 3 hour test assemblylUL documentation to show 3 hour rating, MQUWSCG 9, Architect to show STC rating/assembly information 8 112 by 11 sheets, City will also require field testing RHA sound/impact testing on-site, RHA to note this on special inspection form (Copy enclosed), Structural engineer to outline special inspections (more specific) and sign on City form (enclosed), ~ Solis Report needs to be submitted to City, SCG has a copy and will submit to City Show elevator lobbies framed in, ~ Need detail shown on ramp of blacktop noting slopes, Also need typical H,C, signage on plans ~ Show extension dimensions for railings that need to extend past the last tread, 1, 2, 3, 4, 5&6 7, 8, 10, 11. 12, 13, 14-23 24 25-29 30, CITY MEETING ITEMS: SCG GWM (Mech.) OAKS (Electric) STOCK Metro Fire ACTIOIIt NEEDED: METRO/SCG ~ ~N ~ pHA RHA sr-r:l RHA RHA pHA 12360 RIVER RIDGE BLVD' P,O, BOX 1497' BURNSVILLE, MINNESOTA 55337' (952) 894.9882' FAX (952) 894-9918 www.skarpholconstruction.com --- CREEKSIDE ESTATES - PRIOR LAKE, MN MEETING MINUTES tI2 PRE-CONSTRUCTION Page 2 CITY MEETING ITEMS (cont.l: 31, Revise 4/A3 to show extension of handrail and show railing on both sides of stairs as needed, Section 4/A3, 23' extension at bottom of stairs and 12" extension or continuous at top of stairs, ~ Shingle sample submittal. Needs to be Class A shingle ~ Except Mechanical & Electrical contractors to subm~ firestopping data to City when pulling individual permits, Include 2 hour separations between garage and units, 0llM Owner will provide occupancy loads w~h interior signage work, Make note on drawings that double doors will be e~her provided with a coordinator or one fixed & one active w~h an astrigal. Note that rediframes and doors to have S rating, SCG will assist RHA w~h revising project specifications Need 1 hour manufactures test sheet or add~ional information from archnect on attic access panels, Calculations not included w~h April 24th package E~her surface mount fire extinguishers or specify a fire rated cabinet, City will not approve double layer drywall as one hour assembly, Same goes for mail boxes, Double wall may be best approach at mailboxes to accept the box depth, ~ SCG to submit elevator shop drawings once secured, Done, Eliminate trash chutes or revise so that doors will not Interfere with each other, Done, Fire protection to include head in HVAC closet and one under each wood deck, Also include skypack information w~h HVAC submittals, ~ Fireplace to be electric, sr.r. Need door at bottom of stairwell at second floor, Cannot open up more than two floors without separationRl:lA ~ Make note as such, Gypcrete under tubs, drywall behind tubs and pee trap size to be such that access panels are not needed, Mechanical to provide detail at P traps to confirm access panels not needed, Show in specifocations, More detail than currently exists Structural drawings to include fastener and hanger types showing designed strength, This includes: 1, Corridor joist to un~joist connectors (4/A11) 2, Deck rim to building rim connection (precast 21A9 and 1/A9 wood) 3, Microlam connections as second floor angled beam Beam size on upper left hand deck, Cross beam shown but not labeled in size Molin precast drawings to be submitted ~ Shop drawings (approved by engineer) will be available on-s~e for City inspector Show balloon framing through floor for elevators, flues, stairtowers and trash chutes, Wood shaft above precast floor for elevator, Interrupted rating at floors not allowed, See enclosed sample shaft details, Done, SCG to follow structural plans in lieu of archnectural in sizing headers ~ OWner/contractor will provide address numbers once given from CitylPost OffICe ~ 32-34 35, 36-38 39, 40, 41, 42, 43, 44, 45. 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61-84 65, 66, llmLt A- S. C, D, E. F, G, SCG ADDmONAL PLAN REVIEW NOTES: H, SCG Description' ACT sections should match finish schedule (Area 03 & 31A10), 1st floor corridor to receive ACT ceiling, Elevator equipment room location diagonally from elevator will create a challenge for hydraulic lines to be extended between each load bearing wall, Can some adjustments be made to align these together? What size are the D footings? Shown but not detailed, Also what elevation should they be placed at, Confirm dryer exhaust distance necessary from the window, The windows appear to be directly out from the side wall exhaust areas? Will joist spaces need to be lined with drywall at these pipe locaIions? Provide balance of kitchen elevations, Floor plans show A 17, A 18, A 19 & A20 but no elevations given, Section 31A10, Show precast plank at first floor in lieu of wood, Add pads at beam lines where they intersect the end walls, Structural shows pilasters, but footings not enlarged into a pier pad adjacent to O,H. doors, See Molin drawings enclosed, Show stair widlhldimensions as sections, Provide a cui as indicated bul not given, FHA ~K1SC(3 ~WM & QAKS MESENlSr.G ,RHA IlliYscr. FHA RHA FHA !i$r.r. RHA/MESEN METRO/GWM RHA ~WM RHA RHA RHA SCGlMOLlN !i$GG FHA ~cr. SCGlMESEN RI:lA RI:lA RI:lA RHA WA RHA RHA RHA -, ~ CREEKSIDE ESTATES - PRIOR LAKE, MN MEETING MINUTES fI2 PRE-CONSTRUCTION Page 3 SCG ADDITIONAL PLAN REVIEW NOTES (CDllt.l' I. Show dashed lines where soffrtting will now be required due to solid web joist requirements by City, Bl:IA We provide a sample detail for your review and floor plans showing 16" soffrt suggested locations, J, Provide height of tenant storage enclosure partitions for use in sprinkler design (room 11&18), If walls BHA extend to the ceiling individual sprinklers will be required for each cubicle, If 7' height is used individual heads will not be needed, Request more detail constructionlbracing door stiffening design? K Show solid joists as required by City, Include draftstopping details if changed due to product change, BHA L. Footing depths are not adequate to allow floor slope as shown in archnectural plans, Interior column RHA pads will need to be dropped to allow full concrete coverage over pads, M, Sanitary sewer inverts need to be lowered and or moved to the center of the buildings to allow adequate MESENlSCG percent of gravity drainage at garage floors & wastelvent from above, II, OLD BUSINESS (Previous Meetings) 3/13 Gas meters - Need to locate on mechanical plans 3/13 Inline water heater option, Too expensive therefore going back to community water heaters 3/13 12" poured wall pulled in to 8" and brick ledge eliminated, 3/13 Exhaust through wall louvers and intake through wall louvers for garage ventilation - no piping extensions outside of building walls. Show on mechanical and archrtectural drawings, 3/13 Electric fireplace in lieu of gas. One to lobby, 3/13 Concrete apron to be installed at garage door, 3/13 Confirm what decks will be concrete and what ones will be wood, The one to the left of the front entry will be concrete due to close proximity to side entry, All other will be wood, 3/13 Back stair to be concrete as per RHA 3/13 Balconies to have powder coated aluminum railings, 3/13 Deck banding at rim and patio door/framing, Rim band to be prefinished metal. 3/13 Wood postisonotube option at decks in lieu of block piers not an option, Leave as masonry 3/13 Open web V$, TGI floor trusses, SCG to substrtute open web trusses (wrth draft stops at party walls only) as Ron indicated, See changes as per City in New business, 3/13 Opening at elevator as shown will comply with gurney access code requirements as per RHA SCG to confirm with elevator sub co..,~,_;_:, 3/13 Precast basement walls with stucco finish, Option for Molin stamped wall pattern at exposed, 3/13 Windows to be vinyl not aluminum 3/13 Stair handrail to be round typical profile in lieu of 6" rail wrth finger grip, OK as per RHA. 3/13 Delete one mechanical room, 3/13 HVAC ductwork- Ron indicated ductwork installed into joist space therefore no soffrtting needed, See new business as City joist change will require soffrtting, !:zWM ~WM seG !:zWu ;;CG SCG Bl:IA ~~G ;;cr. SCGlRHA ;;cr. flocc:; ~ ~CG j;CG ~ RHA .f:cC:; III. SCHEDULE Project participants to respond to Action Items and RHA Archnecls to revise drawings and provide addrtional information necessary to secure building permrt, IV. NEXT MEETING The next meeting will be TeD These minutes are sent for your review and comments, Please provide a response (if required) to Skarphol Construction Group, Inc, Altn: David A Walock, prior to the next meeting, ATTACHMENTS: Special Inspections Sample Fonn from City Sample Details RHA Only Molin Shop Drawings RHA Only City Letter Copies .. 11'-91/2' 1; ~ 0~ __ .-2:~'-8 I . J-r-' 6.7 IIZ' ~ I j L______ ~, ~o ._ ==- 5IM9 ~ Do'2051J 10 51M \'.\1'. 9'.5' {,\ UNIT C '0v 1/4' = 1'-0" " L J ~& .;; @ 2"8X&'-8 / /SoFFn-- ,/ L-lyvG ;' l . l .. '~ --.B_ - - ;'~'-8 & {0 --': ~3b"HIG\10rrNl(~ ~ / ~ ., /1'../31/2" ,I C0 T~~'~ ~ !r----6::-,..---!1 ~"_._~-- - - -g----- -V@V 5'-;116'-8 . (tV /'2'~"8~ -~ -p , . 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U905 , I ~ RATED 5TG eo TO 64 0- T7l.:f..;LEAt-TlTl~ f 'U 11!l/<4'H.H, ~~1eU! o5LAZI!ODlt. ~ nftSl-lr::110 "'~ !SI!6UIt! 1'0 Tl't!!....TEP 'N 1M TREATa) 1'C'1. 1'ltl'1"'LATe)IL /"-T..N:.eR ~ ......u: c.AA:I"'tT =~HT.~" 9 (, ',~,_~ r:,,"~ 'n "'.","l II Il~-- ,""~~ ~I II J_.Q~ ( ( ~~~_ ~\ I' --.- . . -~ .--.......- ,,! l"lI!TAl.P'LA!HHit ~ l'6T~~~ THRESHOLD 8 ~ SHOLD . ~LAE1-JUM EXT 5 RJUM PATiO DOOR ~eillll:;l:..I'-o" 11/2..1'-0" t '2)(.... &1'l.PS .16' e.G.. ) '-... 51e" 1YPE 'X' ,.,.,.. l!lP. eGlTH $lOES IS 112" l't II BATT ltelA.. f"fIIDvloe &Ie' 'X' 6""', eo. P'11Q! $TO" eMT1~ I1AU. HT. 10'-0" O.G. _CORRIDOR ~ ~'.'ff".D'~ 1/2" P<t:!\1L1~T G~ 2"" O.G. VERT. 2><6 .__. I." 0.0.\\ ~J~ '-8 1/2" l't-II B.'ooTT INSl.. /6A OfSI6H NO. t'F'55121 I L\.. PESI6H NO, LeU I HOUR RATED I HOUR RATED 5TG S6 5TC SO /.:\. TYPICAL PAfUX. ~'jALL, ~ CORRIDOR i'lALL "~In".~)/ V" ,,~/ Iln.=I'~. 1H!iU..,H=T. 0YIl>, """" .....-""'" B1'OR~ "'_/ .... r&TNI(I I J;) ~-;~.~.f]J; T OVHD, IJ"ARTMI"NT """'"" ~2L' ~ r . . , ' .' I'NOC-KPcW'f-I , ~ f'REFINISHED PRE:FtNI$HED J STEEL DOOR. F'RINGEfON TRIM f'RAME CORRIDOR '11\ STL. .JAMB ..61) 3"=1'-0" ,.._~ ''''6,J a.K6 ~ --J ~o.,,' """"" I ...-5I&'1l'f'I!';: eYJ-.IIP. ",.IUB> -- I!lleT..uBI ~"""CPX.",Y. r:'~ """- """"... """..... l!IZG....... IJ ::::::=---::::: J:" 'i.-- ,\ l!IZG""" .- I VIH'Y"\.. ~""T1O ...rv ...... .......,......... , "-"'."""'""'" I ~ SOFFIT .. ...aU I 112""'I'-o~ ",- ELEC. PANEb ~ ~.Q\J!-jTER AT KITCHEN \;y I 1,1f". t'~" " "^--(~~ '" '~. / ,....,..:1-. .tA.l..V,$'n.. ~. ~ \1 YM/fS SEE f'I.NoI MECH. SOFFIT DETAIL , 11.2".1'--0" ~~.~. .;....:,,~) (:1>> F'RB'IH,J-TRIMJ ~ ~;;~~~OR HH .JAMB ,.__ WAU. 8EYONO "" ............. - -" ~ ..J ~/B"'x'-r '-itr~ a'rP. ao. .- 114 . II" o.c. IAS[ C ; _5/'. '.' 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PRIOR LAKE, MN 55372 SPECIAL STRUCTURAL TESTING AND INSPECTION SCJ1EDULE Project Name Location SPECIAL STRUCTURAL TESTING AND INSPECTION Specification Section Article Description Assigned Finn (4) Type of Inspector (3) I Report Frequency I I I I I I I I i I Notes: This schedule to be filled out and included in the project specification, Information unavailable at that time, to be filled out when applying for a building permit. (I) Use descriptions per UBC Section 1701, as adopted by Minnesota State Building Code. (2) Special Inspector - Technical, Special Inspector - Strucural. (3) Finn contracted to perform services. ACKNOWLEDGMENTS Each &yy.vy,:ate representative shall sign below: Owner: Finn: Date: Contractor: Finn: Date: Architect: Finn: Date: SER: Finn: Date: SI-S: Finn: Date: TA: Finn: Date: SI- T: Finn: Date: TA: Finn: Date: SI- T: Finn: Date: F: Finn: Date: F: Finn: Date: "The individual names of all prospective special inspectors and the work they intend to observe shall be identified. (Use reverse side ofform if necessary.) Legend: SER = Structural Engineer of Record SI- T = Special Inspector - Technical SI-S = Special Inspector - Structural TA = Testing Agency F = Fabricator Accepted for the Building Department by Date SSTl.DOC ~ c.;opy ,. 32001 April 24, 2001 ._" l,,/ Robert D. Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. SE Prior Lake, MN 55372-1714 Ph# 952-447-4230 RE: 2-24 Unit Buildings and I-54 Unit Bnilding at Creekside Apartments on Trnnquility Court Dear Robert, The following is in answer to your code review dated April 18, 200 I. The following items will Cvu\'<,)t'vlld to your item numbers. Item I: The southwest comer on lot I of the building does not incroch into the 31 foot setback (see building staking drawing submitted by the owner). Item 2: Building classifications for all three buildings is R-I, W1dergrOlmd garages is S-3. Separation between an R-I and S-3 occupancies is 3-lrrs. This is done with pre-cast concrete plank and topping. All three buildings are type V I-hr rated. All three buildings are three-story buildings with basement. Area calculations for lot I recognized as correct. Area calculations for lot 2 recognized as correct. Area calculations for lot 3 recognized as correct. Building height is recognized as okay. Occupant load and lots I & 2 recognized. Lot 3 Recognized. Fire resistive requirements exterior and stmctura1 frame are I-hr., basement exterior and interior bearing walls type S- 3 2-lrrs. Interior walls, roofs and ceilings I -hr. ForR-1 and S-3 floors and ceilings are I-Ihr. ,2-hr. ~_.,,'__.. R-I and S-3 provided by pre-cast concrete plank. Shafts, elevators, stairways are I-hr.in R-l. I -hr. in S-3, Shafts 2-hr., bearing walls. Elevator equipment room I-hr and I-hr openings. These are provided. Item 3: Owner will provide the rental agreement and type of facilities and services provided in ay.. ~.._..ls. Item 4: Owner will submit a signed certificate of survey. Item 7: Mechanical contractor to submit energy envelope calculations. Item 8: Testing data is provided on the wall section sheets. Sheet # A-II indicates that the corridor walls and party walls are I-hr. fire rated. The corridor wall is fire test #ULDESU311 with an STC rating of 50 the party walls are # ULDSU305 STC rating of 54. Floor framing is fire tested # ULDES521 STC rating of 50. Roof ceiling is GAFC5406 and RC2601 also as an alternate they could use a ULDESP522 which indicates RCI channels and I layer of gyp-sum board, this is taken from the USG corporations fire tests assembly catalog. Exterior walls are fire test #ULR2717 Pre-cast concrete plank provided by the pre-cast contractor with topping indicates 3-hr. separation, bearing walls in basement (see attached for fire test assemblies). 11 A I 0 this has been taken into consideration for stmcturalloading. Item 9: These items are indicated wrong on sheet A-2.1 the STC ratings for the quarter walls is 50-54 this is based on GA file #WP324 I or GA file # WP3240 or GA file # WP3230, These STC ratings are also shown on the wall section sheets. 104 E, St. Germain Street. St. Ctoud, MN 56304 Telephone: 320-656-0787 . Fax: 320-656-0789 ~ ~ Item 10: The structural engineers requirements for special inspections are as follows: footings, foundations, pre-cast plank, and wood framing. Item 12: The owner shall submit these. Item 13: The revised 2"" and 3'" floor plans as elevator is separated off of the corridor. (See revised plans for addition ill doorways at elevator lobby in basement). Item 21: Fire extinguishers will be a minimum of2AlOBC rated. Item 24: Handicap ramp is provided by warping up the black top at the minimum slopes so that the blacktop is lined up with the top of the concrete crib, we do not use the standard concrete crib cut type as these prevent liability problems to the owner in winter time. Owner is to provide handicap sign details. Item 30: See sheet A-IO for revised railing details. Item 31: See section 4/A-3 for details on exterior stairs Item 32: See stair section sheets where guard rail at the stairs and the height dimensions Item 35: Owner to submit shingle type being used. They are typically a class B fiberglass shingle. Item 37: Mechanical and electrical contractors are to submit their fire caulking data to your office. Draft stops are indicated on the roof-framing plan. Item 38: TIris should be submitted by the mechanical contractor for fire stopping 2-hr. separations between garage and units. Item 39: The owner shall post these occupant loads. Item 40: All the doors in the stairways and in the shafts are rated as I-hr. as indicated on the drawing. Item 41: These doors will meet all the smoke controlrequirements as per UBC section 1004.3 as indicated on the door frame and door indicating markers. Item 42: Attic accesses are shown on the third floor plan sheet. Item 43: See attached for attic ventilation's calculations. Item 44: These box openings will be ., ,urr-J with 518" sheet rock therefore there will be double layers sheet rock behind them. Item 45: See elevator shop drawings for this size when they are submitted. The elevator car size will meet this requirement. Item 47: See revised plan for trash chute door swing. Item 48: Construction details for these walls are the same as the interior building they are framed out of 2"x4" stud walls with 5/8" gyp-board on the interior and 518" gyp-board sheeting on the exterior, ceiling also has 5/8" rated sheeting on it, the floor has 'I,' ply wood on it. Item 49: There is a fireplace located in the library and in the lobby. These are gas or electric fireplaces (ventless). Item 50: This stairway is separated between 2nd and 3'" floor with fire rated doors and walls. Item 51: See revised detail on sheet A-IO. Item 52: Handrails are provided on both sides of the stairways. Item 53: Sheet rock will extend behind both tubs. Floor framing win be underneath tubs as detailed. Item 54: See specifications for wood species. Item 55: These will be taken care of in his special inspections. He has reviewed all these items. Item 56: See revised structural plans for this. Item 57: the pre-<:ast supplier will submit these shop drawings. Item 58: the roof truss engineer will submit these items. Item 59: Can you please indicate where it shows this in the code that the I -hr. shafts have to be I -hr. continuous through stair openings and that the floor construction of I-hr. does not terminate these. Item 60: See revised structural drawings. Item 61: See attached interior elevation. Item 62: See attached interior elevation. Item 63: See attached interior elevation Item 64: See attached interior elevation. Item 65: Owner will provide address nwnbers. Item 66: Lots I & 3 Engineering for retaining walls win be provided by the landscaping contractor and owner as were not sure as to what type of retaining waDs they will be using. If you have any other questions or concerns regarding these items please reel free to contact me at any time. Very Tmly Yours, Ronald C. Hommerding, AlA -"l ,[..1 - ~ , ~~ ~ 0 l~ 10 ~ I ~~ I 0 ~ r~ "/ -, lr--'."-'::::' .::. I - ...i~ \ .) '.- .."-< "-,\ , \ ~ I o \ I, I \. ~ .c.;) \: \ ,I .- ~ 1- o _,---.t.:e\, .__ I YiI' I ~ - ,---<:$} . " II @ ~ :::r ~ _ 'D.. <; . , 1 = \{~~ I "----- :-:J , , I t I- _ [;... ~" ~l ..v It I, . I ,I I^ r ,J -r'!5 ~ UlnO I:t ~~ l-~ I - ~ C_ ,- ) ~~ -- 1I11-1~ oW I I I .' o w ~ =:=>- m co I - 0 I- (FJ- W > / / ---' IL.--. / / I~C fil_ / dn ----. / / / / --, - I I ~ / I I I L, --: . ." ~. ''. ~ '~ ;\" - !\"\: '~;'lp" ; \'1. c..!> ~:\ : .~~ !it ?~,; .~ U~ "'t ~,. " . z ,. , , 0: ~ @ '" 'I. ~<i' \,' U Ill. II'l ~ .,- ~~:::!:!it '\ UJ ~ \:\ > Q.. .;, ~~ -It') @.... :f2 -< 10 It') .... 9 CI'l , " 1<8 I .. jj" j,.. '~'k~K~~~~;: r - . . -- :-. . ~... ~,' .. .~ :~ -;..... z 0 - \- . 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I a 0 1 II _I I~ IIG ~ <( 10 10 ~ o -q- (\j z o - ~ > llJ -l llJ II ~ b I ~0 LIGHT FIXTURE-~ 10 0 0 0 OJ 1 811 GRAB BAR CULTURED MARBLE~ MIRROR ;:;=3611 GRAB BAR · ;;=-4211 GRAB BAR TOP * BACKSPLA5H ~ y.( "' ~ - ~ 3(- Ln I, I "- / I~ I, --- II ~' ~ OPEN = l ('() ('() BELOW (1) I ' ('() C\J I I ,,~ l' . , / \ I' - 3611 11-6" - - - - (i6\ ELEVATION ~' 1/411 = 11-0" = t P ~f.'1 i}ml \~I . 121 r---- ' I ----:1 -.:---3 c= , ) (15\ ELEVATION ~' 1/411 = 11-011 CURTAIN ROD FIBERGLASS TUB SURROUND 24" MINIMUM 3611 MINIMUM GRAB BAR5 CURTAIN ROD FIBERGLA55 ~ --------TUB 5URR.OUND I 8" GRAB BAR___ 42" GRAB BAR 3G" GRAB BAR TOILET PAPER HOLDER I c :) ~ I 2" MINIMUM c / GRAB BAR. ~ ~" A u {jlZ ~ -c ~ 3G" MAX -- en 1'- U> "'t .l!] ~, - (14\ ELEVATION 0' 1/4" = 11-0" ,gust 09, 2001 3:42 PM To: R~. Hutchins From: John Mikesh, 21~114 Page: 2 of 2 Mlkesb,IDC. 8298 Ruttger Rd Pequot Lakes, Minnesota 56472 Phone: (218) 543-4114 Fax: (218) 543-4114 Email: brianb@uslink.net August 09, 2001 Great West Mechanical 24067 l65th St Big Lake, :MN" 55309 Creekside Estates, Lot 2, Division 15, Mechanical Addendwn No. 1 . Change Drawings as follows: ~1, 1. Sht M-4: Enclose fan CF-1 and duct, in ceiling soffit built on rated ceiling and wall. ~~ 2. Sht M-3: Add dimension, 22"x 14", to combustion air shroud, " Ip 3. Sht M-3: Add Smoke/fIre dampers at EF -2 and G-l ducts in Elevator equipment room. Eliminate 8"x8" duct,diffuser, and return grills G-l shown in basement elevator lobby. '" -1'1-, Sht M-3: Eliminate 8"x8" duct at the 1st floor and 3rd floor lobbies that enters the enclosed elevator entrance area. Space 3rd floor lobby D-l diffusers closer together. 5. Sht M-3: Add a 4"diam, outside air duct to TWU-3 return air plenwn at 1st floor lobby. Connect to wall cap. Outside air flow set at 95 cfm. 6. Add a 3"diam. outside air duct to TWU-l return air plenwn at 3rd floor lobby. Connect to a wall cap. Outside air flow set at 30 cfm, 7, Line bedroom return duct G-1 with drywall. 8. Sht M-1: Add Domestic water meter size: 2" '?A(9, Sht M-2: Add Note: Cast Iron Pipe required in enclosed areas in parking garage. ~ J --.. " MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health ,1 REPORT ON PLANS Plans and specifications on plumbing: Creekside Estates, Lot 2, Tranquility Court Southeast, Prior Lake, Scott County, Minnesota, Plan No. 013802 OWNERSHIP: Eagle Creek Development, 7765 175th Street East, Prior Lake, Minnesota 55372 SUBMITIER(S): Great West Mechanical, Inc., 24067 165th Street, Big Lake, Minnesota 55309 Plans Dated: Date Received: June 26, 2001 ) Date Reviewed: July 19,2001 /"' SCOPE: This review is limited to the design of this particular project only insofar as the provisions of the Minnesota Plumbing Code, as amended, apply, and does not cover the water supply or sewerage system to which this plumbing system is connected. The review is based upon the supposition that the data on which the design is based are correct, and that necessary legal authority has been obtained to construct the project. The responsibility for the design of structura1 features and the efficiency of equipment must be taken by the project designer. Approval is contingent upon satisfactory disposition of any requirements included in this report, Special care should be taken to insure that the material and installation of the plumbing system are in accordance with the provisions of the Minnesota Plumbing Code. A copy of the approved plans and specifications should be retained at the project location for future reference. ' A set of the identified plans and specifications is being returned to Great West Mechanical, Inc, INSPECTIONS: All plumbing installations must be tested and inspected in accordance with the requirements of the Minnesota Plumbing Code, As specified in Minnesota Rules, part 4715.2830, no plumbing work may be covered prior to completing the required tests and inspections. Provisions must be made for applying an air test at the time of the roughing-in inspection as outlined in Minnesota Rules, part 4715.2820, subpart 2, of the code. A manometer test, as specified in Minnesota Rules, part 4715,2820, subpart 3, is required at the time of the fmished plumbing inspection. It is the responsibility of the contractor/installer to notify the State Health Department when the installation will be ready for a test and inspection. To schedule inspections, contact the state plumbing standards representative for your region, or call the metro office at 1-800-926-6216, or Gary Topp at 651/215-0841. REQUIREMENT(S): 1, The floor drain receiving the indirect elevator sump pump discharge is considered a receptor which receives substantial amounts of liquid waste and must be individua1\y vented in accordance with Minnesota Rules, part 4715,2620 and part 4715.1300, subpart 4. 2. The floor drain to receive the water softener discharge must be individually vented in accordance with Minnesota Rules, part 4715.2620, subpart 4. 3. The bathtubs as shown on Detail Pr2 must have individual vents in accordance with Minnesota Rules, part 4715,2620. 4. The horizontal drain line serving the combined waste discharge from the Detail Pr-5 and Pr-I shall be at least 3 inches in size. Verify compliance for this requirement, ~ '- Creekside Estates, Lot 2 Plumbing Plan No. 013802 .,; Page 2 July 19,2001 5. The location of the 6-inch building drain as shown on Drawing M-1 does not match the site Drawing C4/7. Please review and revise the plans accordingly. 6. The flammable waste trap shall be constructed in accordance with the Minnesota Plumbing Code, Minnesota Rules, part 4715.1120. The interceptor shall include: a. Drains that discharge into the interceptor shall be the dry-pan-type. b. The interceptor shall be located so it is readily accessible for service and maintenance, 7. Double wyes may not be used for drainage fittings in the horizontal position (see Minnesota Rules, part 4715,2420, subpart 3). Proper pipe slope cannot be maintained on both of the offset branches, Changes in direction in drainage piping must be made by a"".v".:ate use ofwyes and bends. Sanitary tees are not allowed where the direction of flow changes from either vertical to horizontal or horizontal to horizontal (see Minnesota Rules, part 4715.2410), 8. Bathtubs and whirlpool tubs that do not have a factory applied flange for installation against a wall must not be installed against a wall (see Minnesota Rules, part 4715.1240, subpart 3). 9. Water closets in public bathrooms must have elongated bowls with open-front seats. 10, The sump must be designed in accordance with Minnesota Rules, part 4715.2440. The following items must be included in the construction of the sump: a. The top of the sump tank should be provided with a vent pipe. b. A gate valve and check valve must be provided on the sump pump discharge line, must be accessible and located outside of the sump, c. A tight cover must be provided for the sump. 11. Full-way valves must be provided at all locations described under Minnesota Rules, part 4715.1800, including the following locations: a. At the water service entrance to the building, b. On the discharge side of the water meter. c, On the cold water supply line to the water heater, 12. Verify that roof scuppers discharge to a place of disposal satisfactory to the administrative authority. In no case, shall water from the roofs be allowed to flow upon the public sidewalk. 13, Materials used for the plumbing system shall comply with the standards set in the Minnesota Plumbing Code (see Minnesota Rules, part 4715,0420). The copper water distribution piping must meet ASlM Standard B 88. 14. If plastic pipe is used for the drain, waste and vent system: a, ABS plastic pipe shall comply with ASlM Standard D 2661 or F 628. b, PVC plastic pipe shall comply with ASlM Standard D 2665, D 2949 or F 891. ro\ --.., Creekside Estates, Lot 2 Plumbing Plan No, 013802 " Page 3 July 19,2001 c, It must be installed in accordance with Minnesota Rules, part 4715,0580(F) and part 4715,0600, Above-grade horizontal runs of plastic waste and vent pipe cannot exceed 35 feet in total length. Above-grade vertical stacks cons1ructed of plastic pipe may exceed 35 feet in total height only if an approved expansion joint is used. d. Solvent weld joints in PVC and CPVC pipe must include use of a primer which is of contrasting color to the pipe and cement (see Minnesota Rules, part 4715,0810, subpart 2). 15. The installation of a cross-link polyethylene (PEX) tubing system was specified for the water distribution system. A PEX tubing system cannot be used unless it meets all of the following requirements: a, Approval for the installation of the PEX system must be obtained from the proper administrative authority prior to installation, b, The system must comply with ASTM Standard F877 and F876. c. The system must be installed by a pb,unber trained by the manufacturer of the particular PBX system to be installed. Certain manufacturers require installation by licensed plumbers who have been trained to install their material. d. All persons installing PEX materials shall have a card on their possession documenting completion of training by the manufacturer or his agent for the material to be installed. e. All components must be part of one specific PEX manufacturer's system, and must bear the identification mark of that manufacturer. The PEX system must have IAPMO and NSF approval and marking ofIAPMO approval must be stamped on tubing and fittings. f, The installation must be in accordance with the manufacturer's installation guidelines. If all of the above-listed requirements cannot be met, the materials used for the water distribution system must comply with Minnesota Rules, part 4715,0520, 16, All plumbing shall be installed in accordance with the Minnesota Plumbing Code (see Minnesota Rules, part 4715.0320). NOTE(S): 1, The scope of this project consists of a new 26-unit aparbnent, Installation includes bathroom groups, kitchen sinks, clothes washers, a flammable waste interceptor, elevator sump system, a water softener, a water heater, and floor drains, 2. This facility is served by new municipal water and sewer service connections. Authorization for cons1ruction in accordance with the '"yyo ~.oed plans may be withdrawn if cons1ruction is not undertaken within a period of two years, The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced knowledge make improvements necessary, _ _"~,..i ~ Creekside Estates, Lot 2 Plumbing Plan No, 013802 " Page 4 July 19,2001 Cathy M, Tran Public Health Engineer Em:. v.~.ental Health Services Section P.O, Box 64975 St. Paul, Minnesota 55164-0975 651/215-0840 CMT:1ss cc: Great West Mechanical, Inc, Eagle Creek Development Mr, Robert Hutchins, Plumbing Inspector V Plumbing Unit File ~ Skarphol Construction Group, Inc. TRANSMITTAL SHEET TO, Robert Hutchins FROM: Dave Walock COMPANY, Gty of Prior Lake ADDRESS: 16200 Eagle GeekAve SE DATE: 7/9/01 PHONE NlTh.offiER: CITY, Prior Lake, MN REFERENCE NUMBER: RE, COPY TO, Geekside Estates Molin Fire Design o URGENT 0 FOR REVIEW 0 PLEASE COMMENT 0 PLEASE REPLY 0 PLEASE RECYCLE NOTES/COMMENTS, Enclosed is the Molin fire design that you requested. Please call with any questions. Thanks, 12360 RIVER RIDGE BLVD.' PO BOX 1497. BURNSVILLE, MN 55337 '(612)894-9882' FAX 612)894-991 ~ SoYIce 1/Jl17 CONCRETE PROOUCIS COMPANY ID.WE ft JUL - 9 ZlIl1 U ..-.. ....._,..,J ~ . , DATE 7/to 101 Tfl SIG\'\2..rt\oL ~N5r.. \ '2.3<.,0 'R\\1ti2. 'P,\D6t 'E(VD~ 1<0- '"Enx: \ 4-=t1 ~~\J'LL.E. '" N...{ S~3~t ATI'N:~V~ WA..LOe..L SUBJECI' L.r.zcGK"S i"t:€ t:"51"MC~ - LoT -z. OUR JOB 01- \ \ z.4- SHEET 3-HO\.t9. H~ \::>€:.Si6N It-.\.Fc$ (-Z <J::pt€S) REPRODUCIBLE PRINTS THESE ARE (As checked below) For "~~,,al (Return one copy With approval or revisions) CALCULATIONS GENERAL PLANS & SPECS '"X For your files and use on the job For engineering. For mechanical opening verification. REMARKS HE:i2E /'S --rl\t Ft~ 1:)€.SI~,.J INFo I\-\~ UT'( 130)6.. On=It.t~L. \oS ~~IIJ~ ~ , (~K~. - ~,r --~ U FlexJcore HoIIOWCOlf1 Plank . Precast Beams and Columns . Arohltectural PnJcast 415 Lilac Straet. LIno Lakes, Minnesota 55014. FAX 651.786-0229' O1fIca 651.786.n22 '1-800-336_ Englnaerlng FAX 651-783-3401 . emall: dl'8ftlngOmolln.com ~ Since 1897 CONCRETE PRODUCTS COMPANY Anartment BuildinL1f;~p. Ratine . Typical Construction A typical project for Molin Concrete is the Precast Beams Columns and Hollow Core Plank to serve as a fire separation between the underground parking and the wood framed apartment structure above, In most cases, a 3 hour fire rating is required for the precast. This type of structure typically consists 'of two lines of beam and columns on either side of the main drive isle with 12" plank between them and 8" plank on the exterior spans. The exterior foundation walls that support the 8" plank and retain the earth loads can be precast walls, masonry or cast in place ____._;~. Two to four floors of wood frame structure are then added above the precast floor with a central corridor and apartment units on either side, The wood frame is constructed using a wood roof and floor truss system or a conventional floor frame and truss roof, In floor truss system the roof and floor trusses span from the exterior wall to a bearing wall at either side of the corridor. This system results in 2 line loads centered on the 12" plank with a magnitude of 2.5-4.5 KLF, The conventional system consists of dimensional lumber spanning between bearing walls that are parallel to the plank span and roof trusses spanning from exterior wall the corridor bearing walls. This system results in a line load at the corridor walls of about 1.1 KLF and bearing wall loads parallel to the plank at 8-16 feet on center of 1.2-2.0 KLF. Molin Concrete's products meet the UBC requirements in all cases for 2 hour un-restrained construction with their standard reinforcement cover. The following sections for the various product types discuss how a 3 hour fire rating is arrived at. . Codes and References The current bUilding code in the Molin Concrete's market area is the 1997 Uniform Building Code, The UBC Standard 7-7 sections7. 705 through 7.710 (pages Al - AS) specifies methods of calculating the fire resistance of concrete construction. These sections provide tables, which defme the minimum wall and slab thickness, column size and minimum concrete cover over tension reinforcement. Another valuable reference is the PrecastlPrestressed Concrete Institutes (PCl) MNL-124-89 Design for Fire Resistance of Precast Prestressed Concrete (pages Al1-AI6). This document is recognized by ICBO Evaluation Report number 3264 (page A6) as being in compliance with the UBC, This reference details a rational design method by which one can determine the temperature and strength of the steel reinforcement at a given time period and concrete cover, This information can then be used to determine the ultimate strength of a member at the elevated ;._ __~ture using c__" ._;':onal analysis methods. It is :"_-r._:"-I to note that load factors need not be applied to the service loads when .......~:..g to the ultimate capacity at temperature because the fire rating period is providing the factor of safety against failure, ASTM E119 is the standard which defmes the methods for testing an assembly for fire endurance. Appendix X.3 and table X3,1 (pages A7-A9) of this standard provide a guide for determining conditions of restraint. This table indicates that interior bays of flooring systems or floors that have continuous structural concrete topping can be considered restrained. The apartment buildings that are under discussion here typically have gypcrete topping and do not qualify for the second of these conditions. The IBC 2000 code contains essentially the same information as the 1997 UBC code with the exception that IBC section 720.2.3.1 (page AlO) recognizes PCI MNL 124 as an acceptable method for calCUlating fire ratings. . 12" Hollow Core Plank Because the 12" plank is contained between the two lines of precast beams it can be considered a restrained condition, Per Table 7-7-C-E of the 1997 UBC or Table 720.2,3(2) of the 2000 IBC a 3 hour fire rating can be achieved with y." concrete cover. This is much less that 1 7/8" provided by our standard 12" hollow core products. In the event that the 12" plank is located on the building such that it can not be considered restrained, the methods of PC I MNL-124 can be used to demonstrate the fire resistance. The attached table summarizes the results of these calculations and indicate that the 3 hour fue condition controls over the ultimate design of the product. This 07/06/01 /'. table shows the reduction in ultimate capacity required to yield the necessary reinforcement to provide a 3 hour rating. The Ultimate capacity or the allowable uniform load from a load table should be multiplied by the percentage shown in this table and then compared to the actual loading conditions. Please note that this table assumes that the plank is loaded only with a 50 PSF uniform live load and the dead load of the product. Any loading conditions that have a live load greater than this would result in a larger combined load factor and therefore a smaller reduction in capacity. Therefore, the reductions shown in this table wi1\ be conservative in most cases with the exception of applications that are supporting large amounts of dead load. With a equivalent thickness of 5.76 inches or more, Molin Concrete's 12" products are in compliance with 1997 UBC table 7-7-C-C without consideration of the gypcrete topping. . 8" Hollow Core Plank The exterior 8" plank spans typical1y can not be considered a restrained construction and therefore requires 2 1/8" of cover to meet the 3-hour requirements of Table 7-7-C-E of the 1997 UBC. Molin Concrete's standard 8" plank has I 7/8" of cover over the prestressing *and and therefore, the methods of PCI MNL-124 will again have to be used to justifY a 3 hour fire rating, The attached chart summarizes the results of these calculations and the reduction percentages to be used as described above when designing the plank reinforcement. If the structure incorporates a 2" concrete topping, the capacity reductions are not required as the plank may be considered restrained per ASTM E119. The equivalent thickness of Molin Concrete's 8" plank with %" of gypcrete topping is 5.84" which is in compliance with 1997 UBC table 7-7-C.C. . 24" Wide Inverted Tee Beams The beams used for this type of structure are 24" wide and 24" to 36" tall depending on the span, There is a 4"xI2" and 4"x8" block out at either side of the beam to create a ledge for SLa ._~_g the plank. These beams can have up to 20 I'...-..sing strands located in two layers at 2 y," and 5 Yz" from the bottom of the beam and a minimum of3" from the side of the beam. Table 7 -7-C-G of the 1997 UBC indicates that 2 Yz" of clear cover is required for an unrestrained condition and 1 Yz" of cover is required for a restrained condition to meet a 3 hour fire rating. The interior spans of the beam line can be considered restrained and therefore meet the requirements of the UBe. The beams at the ends of the beam lines, being unrestrained, however are Yz a strand diameter shy of the requ:...__~~ and will have to be designed using the rational methods of PC I MNL-124. .". .... " The attached table summarizes the results of these calculations and indicates that in al1 cases that the design at the increased temperature does not control. It should also be noted that, although the attached table is for a 36" deep beam, shallower beam depths yield a smal1er larger percent remaining values and are therefore also. co~tr()ll~d !>y r uliliiiiile'(feslgn;-"" . ';1"""".1',','_' ,', . Columns The columns used in this type ofstructure are typically l2'xI2", l2"xI6" or l6"xI6" depending on the size and span of the beams, The standard placement for the main bars is 2" clear of the face of the column. Table 7-7 -C-H of the 1997 UBC requires that a.,..,'..:... Lm column dimension of 12" be used and section 7.710,2 requires that the columns have a minimum cover of 1 Yz". Table 720,2,4 of the 2000!BC requires a minimum column dimension of 11" and section 720.2.4.2 requires a minimum cover of 2", Molin Concrete's standard columns comply with both of these codes. . Wall Panels The 1997 UBC table 7-7-C-A and!BC table 720,2.1.1 require that a load bearing or non-load bearing precast wal1 panel have an equivalent thickness of 5.7" to achieve a 3 hour fire rating. This is less than the 8" solid panel typical1y provided by Molin Concrete. Neither code specifies a requirement for concrete cover, Because the intended fire separation is between the garage and living space above and not between the garage and the outside, it is not necessary to fire I"v;".. the joints between the precast foundation walls. . Conclusion Based on the above infonnation, the standard products provided by Molin Concrete for a fire separation in an apartment with underground parking meet the requirements for a 3 hour fire rating, Ultimate and service deSign control the design of these structures with the exception the 8" plank which require a reduction in ultimate capacity in accordance with the attached table. 07/06/01 2 Strand Series 1248-814 1248-813 1248-812 1248-811 1248-810 1248-809 1248-808 1248-807 1248-806 1248-805 1248-804 Strand Series 1224-<:B60 wl2-#5 1224-CB60 w/2-#4 1224-CB61 1224-<:B60 1224-058 1224-050 1224-043 1224-038 1224-032 ~. 3 Hour Fire - Ultimate Capacity Reduction Reinforcement 14-112",_270ksi 13-112:+_270ksi 12-112"! 270ksl 11-1/2:+ 270ksl 10-112", 270ksl 9-1/2:+ 270ksl 8-1/2"+ 270ksl 7-112"! 270ksi 6-1/2"! 270ksi 5-1/2:OpOksl 4-112"0 270ksi 12" LiQht & Heavy Extruded Ult. Capacity ,Mn (k-ft) 370 347 324 300 275 250 225 199 172 145 117 12" Flexicore Reinforcement 4-112"+ 270ksi ~ 2-#5 4-112"+ 270ksl @,24/4 4-112"+ 270ksl 4-112"+ 270ksl ill,60% 4-112"t 250ksi 2-112"~2-7/16"+250ksi 4-7/16". 250ksl 2-7/16"~-3I8)250ksi 4-318". 250ksl UII. capadty *n/k-ft) 135 120 108 108 96 85 74 65 56 Service Cap. M.... (k"ft) 243 228 213 197 181 165 148 131 113 95 77 service cap, M_(k-ft) 89 79 71 71 63 56 48 43 37 Load Factor" = 1,52 Ult. cap, @ Temp. % Cap. Remaining M.. (k-ft) Mn"IM..", 200 83% 187 82% 173 82% 180 81% 146 81% 132 80% 118 80% 104 79% 89 79% 75 7~ 80 78% Load Factor* = 1,52 Ult. cap, @ Temp. % Cop. Remaining M.. (k-ft) Mn"IM.... 76 86% 66 83% 56 81% 58 81% 51 81% 45 80% 39 80% 34 79% 29 79% 8" Flexicore Load Factor* = 1.54 UII. capadty 5ervIce cap. Ult. cap, @ Temp. % Cop, Remaining Strand Series Reinforcement 'Mn /k-ft) M_(k-ft) M..(k-fl) Mn"IM.... 824-CB60 wl2-#5 4-112"'; 270ksl rill 2-#5 75 49 44 91% 824-CB60 w/2-#4 4-1/2"+ 270ksl @ 24/4 66 43 38 89% 824-<:B61 4-112"+ 270ksl 59 38 33 87% 824-GB60 4-112"+ 270ksl ill 60% 59 38 33 87% 824-058 4-112"t 25Oks1 53 34 29 85% 824-050 2-112"~2-7/16";25Oks1 47 31 26 84% 824-043 4-7/16"<l250ksl 41 27 22 83% 824-038 2-7/16"W-3I8)250ksl 37 24 20 82% 824-032 4-318", 250ksl 32 21 17 81% 824-029 2-112". 250ksl 29 19 15 81% "Based Plank Dead Load and 50 pst Live Load. 241T36 Beam Load Factor* = 1.55 Ult. capadty 5ervIce cap. UII. cap, @ Temp, % cop, Remaining Reinforcement 'Mn (k-ft) M_(k-ft) M..(k-fl) Mn"IM..", 20-112':; 270ksl 1577 1017 1467 144% 1~112:+ 270ksl 1462 943 1304 138% 16-112"+ 270ksl 1324 854 1192 140% 14-1/2"'; 270ksl 1194 770 1027 133% 1~-1/~:; 270ksl 1059 683 857 125% 10-1/2",0_270ksl 915 590 682 118% 8-1/2"0 270ksl 762 492 505 103% "Typical for Apartment building 07106/01 3 1997 UNIFORM BUILDING CODE ) Part l!-Method for Calculetlng the Fire Reslstanca of Concrete Construction See Section 703.3, Uniform Building Code SECTION 7.705 - SCOPE This part of this standard contains procedures by which the fire re- sistance of concrete of specific materials or combinations of mate. ) rials can be established by calculations. These procedures apply to the material contained in this pan only. Procedures shown in this standard for calculating the fire resistance of concrete construc- tion shall apply to all cast-in-place and pre<:ast concrete. conven- tionally reinforced or prestressed. The procedures shall not apply to single or double "T" precast, prestressed (pretensioned) units in wall or floor-roof assemblies. ") SECTION 7.706 - DEFINITIONS CARBONATE AGGREGATE CONCRETE is concrete made with aggregates _u.;'.;"g mainly of calcium or magnesium carbonate, e.g., limestone or dolomite. CELLULAR CONCRETE is a lightweight insulating con- crete made by mixing a preformed foam with portland cement slurry and having a dry unit weight of "rr' ...:....ately 30 pounds per cubic foot (pet). CERAMIC FIBER BLANKET is a mineral wool insulation material made of alumina-silica fibers and weighing 4 to 10 pcf (64 to 160 kg/mJ). . GlASS FIBER BOARD is fibrous glass roof insulation con- ) sisting of inorganic glass fibers formed into rigid boards using a binder. The board has a top surface faced with asphalt and kraft paper reinforced with glass fibers. UGHTWEIGHT AGGREGATE CONCRETE is concrete made with aggregates of expanded clay, shale, slag or slate or sintered fly ash and weighing 85 to 115 pcf (1362 to 1842 kg/mJ), MINERAL BOARD is a rigid felted thermal insulation board consisting of either felted mineral fiber or cellular beads of expanded aggregate formed into flat rectangular units. PERLITE CONCRETE is a lightweight insulating concrete having a dry unit weight of approximately 30 pcf (482 kg/mJ) made with perlite concrete aggregate. Perlite aggregate is produced from a volcanic rock which, when heated, expands to form a glass-like material of cellular structure. SAND-UGHTWEIGHT CONCRETE is concrete made ) with a combination of expanded clay, shale, slag or slate or sint- ered fly asb and natural sand. Its unit weight is generally ~.. '" __.. 105 and 120 pcf (1682 to 1930 kg/mJ). SIUCEOUS AGGREGATE CONCRETE is concrete made with normal-weight aggregates consisting mainly of silica or compounds other than calcium or magnesium carbonate. ) VERMICUUTE CONCRETE is a lightweight insulating concrete made with vermiculite concrete aggregate, which is lam. . inated micaceous material produced by expanding the ore at high ) STANDARD 7.7 AI temperatures. When added to a portland cement slurry, the result- ing concrete has a dry unit weight of approximately 30 pef (482 kg/mJI. SECTION 7.707 - CONCRETE WALLS 7.707.1 Walls, Cast-in-place or Precast. 1. The minimum eguivalent thicknesses of cast-in-olace or pre- cast' concrete walls for fire-resistance ratinu from one to fOUT hours are shown in Table 7-7-C-A. For solid walls with flat verti- cal surfaces, the equivalent thickness is the same as the thickness. The values in Table 7-7-C-A apply to plain, reinforced or p,e- stressed concrete walls. 2. For hollow-core precast concrete wall panels io which the cores are of constant cross section throughout the length, the equivalent thickness may be calculated by dividing the net cross- sectional area (the gross cross section minus the area of the cores) of the panel by its width. 3. Where all of the core spaces of hollow-core wall panels are filled with loose-fill material, such as expanded shale, clay or slag, or vermiculite or perlite, the fire-resistance ratiog of the wall is the same as that of a solid wall of the same concrete type and of the same overall thickness. 4. The thickness of panels with tapered cross sections shall be tbat determined at a distance 2t or 6 incbes (152 nun), whichever is less, from the point of minimum thickness, where t is the mini- mum thickness. DETERMINE THICKNESS HERE ~ L t ~ jLJ 7 '\ /" 21 OR 6 IN, (152 mm) WHICHEVEA IS LESS 5. The equivalent thickness of panels with ribbed or undulating surfaces shall be determined by one of the following expressions, whichever is applicable: for s '" 41, the thickness to be used shall be I for s" 21, the thickness to be used shall be r. for 41 > s > 21, the thickness to be used sball be I + (~ - 1) (I, - I) WHERE: s = spacing of ribs or undulations. t :: minimum thickness. r. = equivaleot thickness of the panel calculated as the net cross-sectional area of tbe paoel divided by the width in which the maximum thickness used in the calculation shall not exceed 21. ~ STANDARD 7-7 . ~~ NEGLECT SHADED AREA IN CALCULATION OF EaUIVALENT THICKNESS ,- . j_l~ -I 7.707.2 Mulllwythe Walls. 1. For walls which consist of two wythes of different types of . concrete, the fire-resistance ratings may be determined from Fig- ure 7-7-C-1. 2. The fire-resistance rating for wall panels consisting of two or more wythes may be determined by the formula: R = (RI0.59 + R20.59 +. . . R,,0.59jt.7 (7-1) Formula (7-1) can also be ...r........d as: ]lO.59 =RI0.59+R20.S9 +.., R,,0.59 WHERE: R = the fire endurance of the assembly, minutes. Rio R2 and R" = the fire endurances of the individual wythes, minutes. Values of R,,0,S9 for use in Formula (7-1) are given in Table 7-7-C-B. RI MINUTES 60 90 t20 tSO 240 1tU' 11.20 t4.22 16.8S 21.41 25.37 3. The fire-resistance ratings of precast concrete wall panels consisting of a layer of foam plastic insulation sandwiched ~ _. " _ __ two wythes of concrete may be determined by use of For- mula (7-1). Foam plastic insulation with atota! thickneSs of less than 1 inch (25 mm) shall be disregarded The R" value for thickness of foam plastic insulation of 1 inch (25 mm) or jp'Cater, for use in the calculation, is five minutes; therefore, R" 0.59 = 2.5, 7.707.3 JoInll between Precast Concrete WlIll Panels. Where openings in exterior walls arc required to be protected, or where openings are not permitted in walls, the provisions of this section shaU be used to determine the amount of joint insulation required, Figure 7-7-C-2 shows thicknesses of ceramic fiber blankets to be used to protect joints between precast concrete wall panels for various panel thicknesses. For joint widths of 3/8 inch and 1 inch (10 mm and 25 mm) for fire-resistance ratings of one hour to four hours for joint widths between 3;g inch and 1 inch (10 mm and 3-70 1997 UNIFORM BUILDING CODE ~:: 25 mm), the thickness of ceramic fiber blanket may be determined by direct interpolation. Other approved tested and labeled materi- ( als may be used in place of ceramic fiber blankets. SECTION 7.708 - CONCRETE FLOOR AND ROOF SLABS 7.708.1 Reinforced and P. _.. ~l!d Concrete Floor and Roof Slabs. 1. The minimum thickness of reinforced and prestressed con- ( crete tloor or roof slabs for fire-resiStance raun2S trom onc to four hours are shown in Table 7-7-C-C. 2. For hoUow-core prestressed concrete slabs in which the cores are of constant cross section throughout the length, the equivalent thickness may be obtained by dividing the net cross- sectional area of the slab, including grout in the joints, by its width. 3. The thickness of slabs with sloping soffits shall be deter- mined at a distance of 21 or 6 inches (152 mm), whichever is less, from the point of minimum thickness, where 1 is the minimum thickness. DETERMINE THICKNESS HERE ~ ( 1 . ~ ..J j l' / / 2t OR 6 IN. (152 mm) WHICHEVER IS LESS 4. The thickness of slabs with nbbed or undulating soffits sha1l ( be determined by one of the following expressions, whichever is applicable: for s ~ 41, the thickness to be used shall be 1 for s s 21, the thickness to be used shall be 1" for 4t > s > 21, the thickness to be used shall be 1 + (~ - 1) (I, - I) .......aE: s = spacing of ribs or undulations. 1 = minimum thickness. 1" = equivalent thickness of the panel calculated as the net cross-sectional area of the panel divided by the width in which the maximum thickness used in the calculation shall not exceed 21, . t l ( \-.-1 NEGLECT SHADED AREA IN CALCULATION OF EaUIVALENT THICKNESS 7.708.2 Muldcourse FIoon and Roofs. 1. Figure 7-7-C-3A gives information on the fire.resistance rat. ings of floors which consist of a base slab of concrete with a top- ping (overlay) of a different type of concrete, l / ( ( ( l ( c 1997 UNIFORM BUILDING CODE I 2. Figure 7-7-C-3B gives information on the fire-resistance ratings of roofs which consist of a base slab of concrete with a top. ping (overlay) of an insulating concrete or with an insulating board and built-up roofing. Three-ply built-up roofing contributes 10 minutes to the fire-resistance rating; therefore, 10 minutes can be added to the assemblies shown in Figure 7-7-C-3B, Details (a), (b) and (c), but not to those shown in Figure 7-7.C-3B, Details (d) and (e), 7.708.3 Joints in Precast Slabs. Joints between adjacent precast concrete slabs may be ignored in calculating the slab thickness, provided that a concrete topping at least I inch (25 rom) thick is used. Where no concrete topping is used, joints must be grouted to a depth of at least one third the slab thickness at the joint, but not less than I inch (25 rom), or the joints must be made fire resistive by other approved methods. SECTION 7.709 - MINIMUM CONCRETE COVER REQUIREMENTS 7.709.1 Slabs. The minimum thickness of concrete cover to the positive moment retnforcement is given in lable 7-7"(;'-D for rein- forced concrete and Thble 7-7-C-E for r._.~.....sed ___...;:. Tables 7- 7-C-D and 7-7-C-E are a~licable for solid- or hollow- core one-way or two-way slabs with nat undersurfaces. Slabs may be cast-m-place or precast. STANDARD 7-7 N. 7.709.2 Beams. 1. The minimum thickness of concrete cover to the positive mo- ment reinforcement (bottom steel) for reinforced concrete beams is shown in Table 7-7-C-F for fire-resistance ratings from one to four hours. 2, The minimum thickness of concrete cover to the positive moment prestressing tendon (bottom steel). for orestressed con- crete beams is shown in Thble 7- 7-C-G for fire-resistance ratings from one to four hours. SECTION 7,710 - CONCRETE COLUMNS 7.710.1 Minimum Size. Table 7-7-C-H shows the minimum overall dimensions of reinforced concrete columns for fire-resis. tance ralmgs nom one 10 tour nours. 7.710.2 Minimum Cover for Reinforced Concrete Col- umns. 'the IIl1I1llnum cover to the main reinforcement in columns for fire-resistance ratings of one hour, one and one-half hours, two hours and three hours sha11 be lli~ inches (38 mm); for a four-hour rating, the minimum cover to the main reinforcement shall be 2 in- ches (51 mm) for siliceous aggregate concrete and lt12 inches (38 rom) for carbonate aggregate concrete or sand-lightweight con- crete, TABLE 7-7-c-A-MINIMUM EQUIVALENT THICKNESS, INCHES, OF CAST-IN-PLACE OR PRECAST CONCRETE WALLS, LDAD BEARING OR NONLOAD BEARING c~ ..'~ ..TYPI! ,.... ...... WALL THICKNUS (INCHU) FOR PlREoRESIITANCE RA11NG OF x2L4tormm 4 Hr. "'2 Hr. ..... 3 Hr. Siliceous' 3.5 4.3 5.0 JU.. 7,0 Carbonate 3.2 4,0 4.6 W) 6,6 SaDd.li&htweight 2.7 3.3 3.8 4,6 5,4 Lightweight concrete 2.5 3.1 3.6 4.4 5,1 I1be equivalent tbickncss may include the thickness of portland cement plastc:r or 1.5 times I Ie thickness of gypsum plaster applied in accordance with the requirements of Chapter 2S. TABLE 7-7-C-B-VAWES OF /\,0.18 FOR USE IN FORMULA 1 .;..IOF "".. fl"-_I 18.8 20.3 26.03 27,83 3 I 701. I ~1I_1 25.1 27.23 3 3 3 11fz'" PI-I 5.3 s.s 6.5 6.6 9.3 ,.. (11_) 6.5 7,1 8.2 8.8 13.3 Z'h.. 1M-I 8.1 8.9 10.5 11.2 16.6 YAWlS OF ",oa FOR UBI. lllQUAT10N 1 FOR a. I'h" ... "".. ... (71-) (__) 11.... (114'_) (127_) 9.5 11.3 13.0 14.9 16.9 10.4 120 14.0 16.2 18.1 12.8 1S,5 18.1 20,7 23.3 13.7 16.5 19,1 21.9 24.7 18.3 23,1 26.53 3 3 ,.. 1112_1 20,7 21.9 3 3 3 "".. 1''--1 22.8 24,7 3 3 3 T1P! Of MA1ElI1AI. Siliceous aggregate concrete: Carbonate "8P.'gate CODCTCIe Sand-lio,:." ...;." concrete: Ughtweight concrete Insulatina. concrete1 Airs~ 'Dry UDil weight of 35 pcf (563 kglm3) or less aDd coosisting of cellular, peTlite OT vermiculite concrete, 2The R,.O.$9value for Itz inch to 31/2 incbes (13 mm to 89 mm) air space is 3.3. 1be R"O.$9 value for21h inches to 31/2 inches (64 mm to 89 mm) airspace is 6.7, 3The fire-resistance rating for this thickness exceeds four hours. Ill_WALL TABLE 7-7-c:-c-11INIMUM SLAB THICKNESS FOR CONCRETE FLOORS OR ROOFS ~'.'.. (INCHES) POR.........,.AHCI RATING Of lIl2S.4tormm COHCRDI! TYP! 1 Hr. 11/2 Hr. 2 Hr. 3 Hr. .. Hr. Siliceous' 3.5 4.3 ~ 4P 7.0 Carbonate 3.2 4.0 .', 5',7 6.6 SaDd.li&htweight 2.7 3.3 5,4 Ughtweigbl 2.5 3,1 3.6 4,4 5.1 IThc equivalent thickness may include the thickness of portland cement plaster or 1.5 times 1bc thickness of gypsum p1asler applied in accordance with the require- ments of Chapter 2S, 3-71 STANDARD 7-7 1997 UNIFORM BUILDING CODE A:-' . TABLE 7-7-C-D-<:OVER THICKNESS FOR REINFORCED CONCRETE FLOOR OR ROOF SLABS THICKNESS OF COVER (INCHES) FOR FlRe.RESISTANCE RAnNG OF 1C2:5,4tarmm I( I ..... I 1'/8 lIt.. 1'/. 1'/. RHtralned1 UntHtl1lIMd' CONCAETI! AGGREGATE TYPE 1 Hr, 1'I2Hr, 2 Hr. 3Hr, 4 Hr. 1 Hr. 11/aHr. 2 Hr. 3Hr. Siliceous 3/4 3/4 3/4 3/4 '/4 '/, 3/4 I 1'/4 Carbonate '/4 3/4 3/4 3/, 3/4 3/4 3/4 3/4 11/4 Sand-lightweight 314 3/4 3/4 3/4 3/4 3/4 3/4 3/4 1'/4 Lightweight 31, 3/4 3/4 3/4 3/4 3/, 3/4 3/4 11/4 lSee Section 7.141 olUBe Standard 7-1 for guidance on restrained and unrestrained assemblies. ( TABLE 7.7.C-E-COVER THICKNESS FOR PRESTRESSED CONCRETE FLOOR OR ROOF SLABS THICKNeSS OF COYER (INCHES) FOR FlRE-RESlSTANCE RAnNG OF 1I2S,4formm ( -' Un.......alned' CONCRETa AGGREGATE TYPE 1 Hr. ,1/aHr. 2 Hr. 3Hr. ...." , .... 1'/aHr. ...., 3Hr. ..... Siliceous 3/. 3/4 ~ ~ 3/4 1'/8 1'12 ~ ~ 23/. Carbonate 314 3/, 3/4 I 13/8 21/4 Sand-lightweight 3/4 3/. 'I. I 13/8 2'/. Ughtweigbt 3/4 3/. 3/. 3/4 'I. I 13/8 1'12 2 2'/. lSee Section 7.141 of UBC Standard 7-1 for guidance on restrained and unrestrained assemblies. TABLE 7.7-C.F-MINIMUM COVER TO MAIN REINFORCING BARS FOR REINFORCED CONCRETE BEAMS (APPUCABLE TO ALL TYPES OF STRUCTURAL CONCRETE) COVIlI ... __,,, (INCHES) FOR PIRE.fIESlSTANCE RATlNQ OF BEAM WIIJTH2 (IncMs) lC 2SA for mm RESTRAINIED OR lJNRE8TRAaiIm' II 21,4 for mm 1 Hr. 1'1, Hr. 2 Hr" 3 Hr. 4 Hr. (. RestTained 5 3/. 3/. 3/. I' 1'/.' Restrained 7 314 3/. 3/4 3/4 3/. ResIraiDed ;<10 3/. 3/4 3/4 3/4 3/. l"____:".J 5 3/. I 1'/. UDteStrained 7 31. 'I. 3/. 13/4 3 UnreslraiDed ;<10 3/4 3/. 3/. I 13/4 tSce Section 7,141 of U8C Standard 7-1 for guidance on restrained and unrestrained assemblies. Tabulated values for restrained assemblies apply to beams spaced man: than 4 feet (1219 mm) OA centers; for rcsttaiDcd beams spaced 4 feet (1219 mm) or less on centers, minimum cover of3/4 incb (19.1 DUD) is adequate for ratings of four hours or less. 2For beam. widths between the tabulated values, the minimum cover thickness can be determined by direct interpolation. TABLE 7.7~INIMUM COVER FOR PRESTRESSED CONCRETE BEAMS' COVIR . '~'" (IHCItU) FOR ..........,.AHCI!...'I1HCI OP _ WIIlTH' xZL4farmm ~~ CONCRETE - ~ AGGREGATE TYPE3 x2l.4farmm ''''. 1'lzHr. ..... 3"'. 4H,. Restrained Carb or Sil 8 1'/, 1'/, ~ ~ 2'12' Restrained Carb or Sit ;<12 I't, l't, II 1'/8' Restrained S1llldLW 8 1'12 1112 I , , 2' Restrained SandLW ~12 1'12 1112 1'/, 1'12 151?- Carb or Sil Carb or Sil Sand LW SandLW 'This table shall not""",y '0 l-shaped beams. 2See Section 7,141 of UBC Standard 7.1 for guidance on restrained and unrestrained assemblies, Tabulated values for restrained assemblies apply to beams spaced more Iban 4 feet on center. 3Carb = carbonate aureaate coocrete; Sit = siliceous aggregate .._.._~~~. Sand LW = sand lightweight concrete. 4For beam widths between 8 incbes and 12 inches (203 mm and 30.5 mm). minimum cover ~"':O&o->oj. can be determined by direct interpolation, sne cover for an iodividualteDdon is the minimum tbickness of concrete between the surface of the tendon and tbe em. -r-""''': surface of the beam. except that the ungrouted ducts die assumed cover thickness is the minimum thicbess of concrete between the surface of the duct and the surfac:e of the beam. For beams in which scverallendons are used. the cover is assumed to be the average of tbc minimum coycr of the individuallcndons. The cover for any individual teDdon must DOC be less than one balf of the value given in this table or less than 1 inch (25 nun), 6Not practical for S.inch-wide (203 mm) beam. but sbown for purposes of interpolalion. U nreslTained Unrestrained Unrestrained Unrestrained 8 ~12 8 ;<12 1'12 1'12 1'12 1'/, 13/4 I't, 1'12 1'/, ~ ~ 2 3 ( 15/8 2'/, ( 3-72 1997 UNIFORM BUILDING CODE STANDARD 7-7 Ac.. TABLE 7-7..c.tt-MINIMUM SIZES OF CONCRETE COLUMNS "NIIIUII cow- DIMENSION (INCHes) FOR FlftE.AESlSTAHCE RAnNQ OF ,,21.4formm TVPEOF ......,............ "". 11/IHr. ..... 3Hr, 4 Hr. Siliceous 8 8 10 ~ 14 Carbonate 8 8 10 14 Sand-lightweight 8 8 9 12 INSIDE WYTHE INSIDE WYTHE CARBONATE SIUCEOUS 5 ~ wI:! 4 4 ow ~~~ OCl~ IL::J Oc 1ll~l5 w z 2 ~ILO 00 Qw F~ ( 0 5 0 2 4 5 THICKNESS OF INSIDE WYTHE OF CARBONATE OR SIUCEOUS AGGREGATE CONCRETE. IN. I I 2 0 2 5 THICKNESS OF INSIDE WYTHE OF SAND.LIGHlWEIGHT CONCRETE, IN, OUTSIDE WYTHE CARBONATE 5 a: l!l0~ i ~i1a~ 3 Oljla: . , ~~~~ rn rna: ffi~5~ 2 - ~w~O Q~::J F 1ii 1 - 0 c For SI: 1 inch ~ 25.4 mm, OUTSIDE WYTHE SILICEOUS 5 2 - 1- FIGURE 7-7..c.l-F1RE-RESlSTANCE RATlNGS OF TWO-WYTHE CONCRETE WALLS CONSISTING OF WYTHES OF DIFFERENT TYPES OF CONCRETE 3-73 AI&> ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD . WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyrlght@ 19951CBO Evaluation Sarvles, Inc. Report No, 3264 Reissued Novamber 1, 1995 Filing Category: RRE-RESISTlVE CONSTRUCTlON-Olher Flr""88lellve ConslrucUon (OBO) DESIGN DF RRE.RESISTlVE CONSTRUCTION FOR PRECAST AND PRESTRESSED CONCRETE PRECASTIPRESTRESSED CONCRETE INSTITUTE 175 WEST JACKSON BOULEVARD CHICAGO, IWNOlS &0604-9773 I, Subject: Design of Fir..resistive Construction for Precast and Prestressed Concrete. ' II, Description: The design of fir..resistlve construction for prestressed con- crete utilizes known strenglfl.fempereture relationships of concrete and steel, Wrth this Infonnebon, and the specified fumacetemperaturesln U.B.C, Standard 7-1 for various fire-resistive ratings, the reduced ulllmate strengths of the con- crete and ,', :. "', , : can be predicted, The ultimetestrengths 8Ithe_ed temperatures are detannined by methods consistent with Chapter 19 of the Un~ form Building Code except that all load and capacity reduction factors are unity which Is consistent with the conditioos of accaptance of a testad fir..resistive as- sembly in which the structural members need only support a load that resulls In maximum design stresses for the concreta and steel at a normal temperature range. The ultimeta structural capacity of the member at the elevated tempera- ture consistent with the required fire-resistive rating Is computed 10 determine 1111 Is greater than the design condition, The temperatures of the reinforcement and concrete 81 a specified external temperature consider the thickness and \yJ>e of aggregate used, configuration of the structural component and variations of concrete cover <NO! tendons. The effect 01 surface application oIl1re-resistive coatings are considered in this report but racognltion Is limited to specific prod- ucts covered in other evaluation reports th81 reference the PCI t1r..resistive d.. sign procedure, The design of fire-resistive construction requires the use of the PCI manual 'Design for Fire Resistance of Precast Prestressed Concrele: 1989, a copy of which must be submitted to the building oIIIoiaI when a fire-resistive design un- der this report Is submitted for approval. The procedures described in this report and the PCI manual comply with Section 703.1 of the code as altemates to Tables 7-A, 7-11 and 7-C, The fire-resistive design procedure Is applicable to the following: 1. Concreta beams and slabs undar restrained and unrestrained conditions with consideration of continuity, II present. In continuous beams, the ultim8le positive moment capacity Is subject to a higher reduction than the ultimate nega- tive mcment capacity because of the location of tension reinforcement near the bottom of the structural member. The negative moment reinforcement ratio must be nmned so that the reinforcement index does not exceed 0.30 before and after the temperatur..strength reduction Is considered, This Is to prevent compres- sion failure In the negative moment region. 1J Iaast 20 percent of the negative moment rein:." , . must be extended through the continuous member. Re- strained beams and slabs are designed on the concept that the reinforcement 81 the elevated temperatures has a yield strength equal to the thrust created by the thermal restraint. Temperature rise on the unexposed face of aconcrete fiocr '" roof Is considered on the basis of eqUivalent thickness and the type of aggr.. gate used. 2. Prec.1l Will P.nell: The design procedure covers solid and hollow con. creta wall panels, Including ri_ panels, utilizing various types of aggregates, The design procedures consider bearing and nonbearing conditions, 111. Evidence Submitted: Manual for 'Design for Fire Resistance of Precast Prestressed Concrete: 1989, report offiretests and research bulletins are sub- mitted, Findings IV, Rndlng&: Thll tho flre-retllllve dlllgn procedur. for preatreseed horizontal compon.nto .nd concrele wano compllet WIIh the 11194 Un/folm BuRdlng Code'", .ubfecllO Ihelollowlng condhlons: 1, A copy of Ibe I8COIld edlUon of the Precoot/Prealret..d Concreto Inslhul. m.nu.1 entlUed"Deelgn lor Rr. Retielance ofPrecall Pr.. .tr....d Concreto, "11lII9, IllUbml1led wfth e.ch projecl on which delln. of flre-retllllve conotructlon .re bued on Ibl. retero... mlRUlI. 2. C.lculo1lons COlIcornlng IIIH8Ilo1Ive conotrucllon 118 In lull com- pHone. WIIh Ibe dalgn manuel end.re eubmllled to .nd .pproved by the building otfIcIoI prior 10 conetructlon. Thll reporl i. .ub)ect 10 re-eumlnollon In two ynra, ElItIllllllioll upot1I o/leBO EwIlIItItIolI S~ Inc., lire islMfNI $oIely tD pI'tIVItU btj"rwtllllon to ClaM A ..eMNrs oIICBO, IItlUdllgtlle COIIellpt>>l whkh tit. reporl is hsU. EWIlMtItimt reporq",.. IIattoHcolUlnled lIS repraMlhtl tlatlJdla OI'lUIyl/llltull#J'Unda lUltsp<<ijlt:#IIlptlllllra6etlllor..,. ./, " ror ,"0_."- datilHl for IIU 0/"'. subject report. 7'h1s.."." i8lHuld.,.o /oUp<IuI.o'_ or filii." 'do/co} _ J/lbntItrId by tIl. opp/kfuJI. Tit. leBO EvohuItI.. S.nk..loc.. _kfllstojflw 1'rIi_ tIl. tntraMltslUltl/tII'otII.......lHIttloa"tltpolUDtatftlcilJda,.....,./~~ TIIenullD........,.".byICBOEWlhlIllkMSuviu.I"c..expra$ or impIieIl,., toay "Fhrlllag" ""","w IIUIIUr ill tAr. """01'11I tolUlY pt'fHbIctct1MYd byt..,.""".,. T1Iis~rblcllU/a. but16lfolu.Wto, lfINChutJlblllq. 'oge1of1 .It- o E 119 At X2.5.1 Included sbaII be a statement to the eff~ that the construction truly represents field construction. If the con- struction does not ..~. ~__t typical field construction, then the deviations sha1I be noted X2.5,2 If construction is unsymmetrical (bas different details on eacb face) be sure to indicate the face exposed to lire with comments on lire resistance from the opposite side. X2.5.3 Fue test. X2.6 Summarize Resulls, include: X2.6.1 Endurance time, X2.6.2 Nature of failure, and X2,6.3 Hose stream test results. X2.7 List Official Observers-Signatures of responsible persons. X2.8 Appendix-Include all data not specifically required by test standard, but useful to better unlleman!fing of test results. Special observations for Building Code approvals should be in appendix. X2.9 Pictures-All taken to sbow what cannot be covered in the report or to clarify. X2. 9.1 Assembly in construction. X2.9.2 Exposed face prior to fire test. X2.9.3 Unexposed face at stan of endwance test; include recording equipment wben possible. X2.9.4 Unexposed face at end of fire endurance test. X2.9.5 Exposed face at end of fire endurance test. X2.9.6 Unexposed face at end of fire exposure before bose test. X2.9.7 Exposed face at end of fire exposure before bose test. X2.9.8 Exposed face after bose stream test. X2.9.9 Unexposed face after bose stream test. X2.1O It is essential to have the fOllowing; X2.1O.1 Detailed drawing of test assembly. X2.1O.2 Pictures (X2.9.I, X2.9.4, X2.9.8, and X2.9.9) for every test report. D. GUIDE FOR DETERMINING CONDmONS OF RFSTRAINT FOR FLOOR AND ROOF ASSEMBLIES AND FOR INDIVIDUAL BEAMS X3.1 The revisions adopted in 1970 introduced the con- cept of fire endurance rl~uifiQltions based on two conditions of support: restrained and unrestrained. As a result, speci- mens can be fire tested in such a manner as to derive these two classifications. X3.2 A restrained condition in lire tests, as used in this test method, is one in which expansion at the supports of a load carrying element resulting from the effects of the fire is resisted by fon:es external to the element An unrestrained condition is one in which the load carrying element is free to expand and rotate at its ~-rr--:.J. X3.3 This guide is based on knowledge currently avail- able and recommends that all constructions be c1~";fiM as either restrained or unrestrained. This classification will enable the architect, engineer, or building official to correlate the fire endurance classification, based on conditions of restraint, with the constrUCtion type under consideration. Wbile it bas been shown that certain conditions of restraint will improve fire endurance, methodologies for establishing the presence of suflicient restraint in actua1 constructions have not been standardized. X3.4 For the purpose of this guide, restraint in buildings is defined as follows: "Aoor and roof assemblies and -- individual beams in buildings sbaII be cousidered restrained when the SUITOUnding or supporting structuII: is capable of resisting substantial thermal expansion throughout the range of anticipated elevated temperatures. Construction not com- plying with this definition are assumed to be free to rotate and expand and sbaII therefore be considered as ume- strained. ., X3.5 This definition requires the ~_...:... of engL.__:.... judgment to determine what constitute:l restraint to "sub- stantial tbermal expansion." Restraint may be provided by the lateral stiffness of SLr r __:., for floor and roof assemblies and intermediate beams forming part of the assembly. In order to develop restraint, connections must adequately transfer thermal thrusts to sucb supports. The rigidity of adjoining panels or structures should be considered in i 'ng the capability of a structuII: to resist tbermaI _.........:on. Continuity, sucb as that w__.:"1 in beams acting continuously over more than two supports, will induce .. A.;,"..al.~":". whicb will usually add to the fire resistance of structur3l members. X3.6 In Table X3.1 only the common types of ww._-,," tions are listed. Having these examples in mind as W'j\ as the pbilosophy expressed in the preamble, the user should be able to rationalize the less common types of ~nstruction. 1179 . E 119 A'b TAIII.E X3.1 ~CIu .-......~If ,,,' ,_I, ", I ,I I.W"~ SIngIo _ ond ......, a" "'" ond __ 01_ boys:A (I) ~ _ joets or _....., -'"'II """"""" _,,..,......... Or..--.g (2) CancnIOe _ ,..,........, or..--.g ___oI_boys: (I) C , . . _ joiIts, _..... or..- -.g. -'"'II c:onti'1uous.,....,.._ (2) ~ - joetsor _....., SUIlIlOflIng,..,........ or __-.g (3) Cosl~ """"""" -.,-ns lfl_"""""""_....__.".'"'. __by__. "'! II. SliooI hn*'ll: -; (I) SliooI.....__or_"'....twmg.....-. . "I (2) "'typoIoI_l\1lIOOoftoarand___(adl- '.' . ."...._pMjoiIts,and__I_.... ftoaror____......""'*'II.....-. (3) "'typoIoI.., '. ..ltoaror___-.............. . ..".._......-.g ",...and.... __ .'" " oI....lIooror____by....hn*'lI_or....ldJl**lgftoaror_ -. II. CancnIOe hn*'ll: (I) -.. oeanIy _ .. .... hn*'lI ",. . .. (2)"'typoIoI.."',, .. ftoaror___l...... '''' ".",,,....._pMjoiIts,ond__I_.... ftoar____....""'*'II_ (_ (3)_ond___oI----..___il__"'___ ..",,'." _il.".._(I) ..~ (4)AltypoIoI, .. ."dtloarar___.............. " . ..__.......__.._ .:', :.~ 1rWInI__.grv.JlIOlJI". .. ,,_........' ., aov.........-nor.............arr...-CGr.arucrmn=. IV. Wooa." ,.,,: ..,I. , "'typoI . "I .~__.,-ns_bo.. "'. ,,__1hey_1lod___ar_IIo........_boilg,.., "and_"__ ..... frOm.... ftoar ar _....... . For example, .. I,.. "to JX*n11111hermIII .... ' "I . is h _'" ,10 be Id1i8ved 1IfhM: 1'1 ConInDa -"""""""lDfX*:!i.-.-.t. (2) TIle..... _....... or _..... ar _ .......01..... _.._ ...oI____.,....,..ar_. ar (3) TIle..... _..... 01_..... ond...._ _01_, ar _.. _oI_ar _..... _..... _ "'" _ 025 S "'''IongIh''''narmoIlOOigtlt''''''''"'''' arO.1SoI"IongIh""""""".., ,,,,,,,,,",,,,_ X4. METIlOD OF CORRECI1NG FIRE ENDURANCE FOR L...u'.....ErE SLABS uJ!..J!.IlMINED BY UJIo.w""vSED SURFACE TEMPERATURE RISE FOR ",...u~.ANDARD MOISTUllE ,-...u.J!.lu X4.1 Scope X4.1.1 The standard fire endurance is the time deter. mined by unexposed surface temperature rise of a test specimen at a standard moisture level. X4.1.2 This appendix gives a r. _ ..':ure to ~..~. the fire endurance of unprotected vertical or hv.;"'u..J slabs (solid or hollow), made from essentially inorganic building mate- ria1s; and conditioned on both sides, when m.:""_ .._~.._. at the time of test is other than at a standard moisture level. X4.U From among the common inorganic building materials, only the hydrated portland cement products can hold (after due conditioning in accordance with Section II) sufficient amount of moisture to affect noticeably the result of the fire test. Consequently, w..__.:ng the experimental fire endurance of constructions containing less than 5 volume % of portland cement paste is not necessary. X4.2 Symbols X4.2.l The symbols used in this Appendix are defined as follows: A s factor characterizing the drying conditions (see Table X4.1), b s factor cbaraclerizing the permeability of the spec. imen (see Table X4.2), FE s fire endurance of specimen, h, RH s relative humidity. m = moistun:..,,"..~ volume fraction ft3/ft3 or em3/ em3, m. = average moisture content of test specimen, m. s average moisture content of .___: paste, m. = nominal equilibrium m.,'.,;... .__'.._: of cement paste for a given RH (see Table X4.3). m.. s equilibrium moisture .. .,..~; of cement paste at the ,.~..,J... J RHIevd (see Table X4.3). m. = ~. _...._ moisture content of a standard conditioned ...__..l: .......:."'"h of same ...__-= and cement paste volume as the test specimen, and v = volume fraction of cement paste, ft3/ft3 orem3/em3. TAIII.E X4.1 _0, ,_, .. .1 DryingC, , ,', F_A""_ CenBd MIddoIllhRHoI Test SpecirrB\. " ::: L9'II'...J~ C<lnc:nIIo C<lnc:nIIo 1.0 c. ,.. J- 60 III 8O"F (15.6 .. 26.7"C) 1.0 ..., 120 .. 1llO"F (48.9 .. 7U"C) 20.. 35 S RH 190.. 2lIO"F (87.8 .. 93.3"C) 0 .. 5 S RH 120.. 2lIO"F (048.9" 93.3"C)5 .. 35 S RH 70..75 0.7 0.7 70 III 75 0.45 o .... than 70 o o 1180 -.... Re::f'I2.l.:.nto F~.:.I'<\ r,. -Pc..1. MNL \"z-t-l'l' 01 "dT", the distance between the fictitious rein- forcement and the extreme compressive fiber, will vary, However, the force T is constant throughout the length of the member, The procedure for estimating the thrust re- quirements for a given fire endurance for simply supported slabs or beams is: 1, Determine the remaining moment capac- ity, Mn., and a. for the test time rep- resented by the fire endurance. The procedure for doing this is given in Chapter 4. 2, If the applied moment, M, is greater than Mno. estimate the deflectiori, !::'" assuming that minimal restraint occurs, Use Eq, 6.5 and Fig, 6,4, (If Mn. > M, no thrust is needed.) 3, Determine the position of the thrust line at the supports using the procedure outlined above, 4, Calculate the magnitude of the required thrust T, using the formula: T, = (M - Mn.lI(dT- ~.- !::,,) .,,6,9 where dT is the distance between the top of the member and the thrust line at the supports, 5. Calculate the "thrust parameter," T,/A,E, where A, is the cross sectional area in sq, in, and E, is the concrete's modulus of elas- ticity in psi. (If T, is in kips, then E, must be in ksi.) 6. Calculate z, = A,/s" where s, is the heated perimeter of the member in in, 7. Enter Fig, 6.3 with T,/A,E, and z" and de- termine the "strain parameter," /::,J/l by drawing a straight line from the thrust parameter through the appropriate z value to the strain parameter line. a, Calculate/::,J by multiplying the strain pa- rameter by the clear span of the member, l, 9, Determine if the surrounding or supporting structure can withstand the thrust, T" with a displacement no greater than /::,J. If the surrounding or supporting structure can- not withstand T, with a displacement no greater than !::'l, either the structure must be made stiffer or Mn. must be increased, - 33- ~ A9 The procedure for calculating the increase in mo- ment capacity due to a known thrust makes use of the same principles outlined above: 1. Same as 1 above. 2. Same as 3 above. 3. Estimate the midspan deflection, !::'" using Eq. 6.5, 6,7, or 6,a. 4, Calculate the moment caused by the thrust MT = T, (dT - ~. - !::,,) 5, If MT + MnB ;0 M, adequate thrust is avail- able; if not, increase Mn. by one of the pro- cedures outlined in Chapter 4, or provide negative moment capacity as outlined in Chapter 5, 6.4 INTERPRETATION OF APPENDIX X3 OF ASTM E119-88 The beneficial effects of restraint are recog- nized in ASTM El19.t.) The standard presents a guide for determining conditions of restraint. The guide includes Table 1.1, In most cases the inte- rior bays of multi-bay floors and roofs can be con- sidered to be restrained and the magnitude and location of the thrust are generallv of academic interest onlv. It should be noted that Table 1,1 indicates that adequate restraint can occur in interior bays and exterior bays of framed buildings when: "The space between the ends of precast units and the vertical faces of supports, or between the ends of solid or hal/ow-core slab units does not exceed 0,25 percent of the length for nor- mal weight concrete members or 0.1 percent of the length for structural lightweight con- crete members, " Sketches illustrating typical conditions de- scribed above are shown in Fig. 6,6. Problem 6, 1: A parking structure consists of multi-story reinforced concrete columns, L-shaped span- drel beams, and 8-ft wide, 57-ft span double tees with a cast-in-place topping, In much of the structure continuity can be achieved with reinforcement in the topping, but ramp araas consist of a single span. Determine if ade- quate restraint can be achieved in ramp areas to achieve a 2-hr fire endurance. . - FIGURE 720,2,2,3(2) - TABLE 720,2,4 r--y ........ ....... i\~\\\ ~1ONID\\.\\\\1 .. "CIONCRET1!"", . 1lUCIClUI...... SAND-l.., ^. ...... :':~~. ...,.... o ......., 1 " " .. ,.~. "'~ , ) f . THlCKHES8 OF CONCRETE lASE ....... N:HE8 rSTNClMD~Y . ; ........- ~~OC:=:..:.LLLL.1 J ~.... 1Ill.lCEClW..........,..".... ~III ~~:~ ~~ 1" :I '1 J I ~1 :I II ii THICICNEISOFC<:lNCM'I1!IA.II!.......1NCtU For 51: 1 inch = 25,4 mm, FIGURE 720.2.2.3(2) FIRE.RESISTANCE RATINGS FOR CONCRETE ROOF ASSEMBUES 720.2.3 Concrete cover over reinforcement. The mini- mum thickness of concrete cover over reinforcement in __.._._;~ slabs, reinforced beams and prestressed beams shall comply with this section. 720.2.3.1 Slab cover. The minimum thickness of con- crete cover to the positive moment reinforcement shall comply with Table 720.23(1) for reinforced concrete and Table 72023(2) for r.~--ed ~._..._.. These tables are applicable for solid or hollow-core one.way or two-way slabs with flat undersurfaces. These tables are applicable to slabs which are either cast.in.place or precast. For orecast prestressed ,,__,,__ not covered elsewhere. the Drocedures contained in PC! MNL 124 shall be acceDtable, 'nOi.3.2Reinforced beam cover. The minimum thickness of concrete cover to the positive moment reinforcement (bottom steel) for reinforced c........ beams is shown in Table 720.2.3(3) for flre.resistance ratings of I hour to 4 hours. 720.2.3.3 Prestressed beam cover. The mlmmum thickness of concrete cover to the positive moment pre. stressing tendons (bottom steel) for restrained and unrestrained prestressed concrete beams and stemmed units shall comply with the values shown in Tables 720,2.3(4) and 720,2.3(5) for fire.resistance ratings of I hour to 4 hours. Values in Table 720.2.3(4) apply to 148 AIO FIRE.RESISTANCE.RATED CONSTRUcnON beams 8-inch (203 mm). or greater in width. Values in Table 720.2.3(5) apply to beams or stems of any width provided the cross section area is not less than 40 square inches (25 806 mm~). In case of differences between the values determined from Table 720,2.3(4) or Table 720.2.3(5), it is permitted to use the smaller value. The concrete cover shall be calculated in accor- dance with Section 720,2.3 ,3 .1. The minimum concrete cover for nonprestressed reinforcement in prestressed concrete beams shall comply with Section 720.2.3.2. 720.23.3.1 Calculating concrete cover. The con. crete cover for an individual tendon is the minimum thickness of concrete between the surface of the ten- don and the flre-exposed surface of the beam, except that for ungrouped ducts, the assumed cover thickness is the minimum thickness of concrete between the sutface of the duct and the flre-exposed surface of the beam. For beams in which two or more tendons are used, the cover is assumed to be the average of the minimum cover of the individual tendons. For comer tendons, tendons equal distance from the bottom and side), the minimum cover used in the calculation shall be one.half the actual value. For stemmed members with two or more prestress- ing tendons located along the vertical centerline of the stem, the average cover shall be the distance from the bottom of the member to the centroid of the tendons. The actual cover for any individual tendon shall not be less than one-half the smaller value shown in Tables 720.2.3(4) and 720.2.3(5), or I inch (25.4 rom), whichever is greater, 720.2A Concrete columns. Concrete columns shall com. ply with this section. 720.2A.l Minimum size. The mlmmum overall dimensions of reinforced concrete columns for fire' resistance ratings of I hour to 4 hours shall comply with Table 720.2.4. TABLE 720.2.4 MINIMUM DIMENSION OF CONCRETE COLUMNS (Inches) I FlRE.RESISTANCE RATING (hou..) I TYPES OF I, CONCRIiTE "12 2' 3' ... Siliceous I 8 9 10 12 14 Carbonate I 8 9 10 11 12 Sand.Lightweight I 8 8]12 9 IO]{, 12 For 51: ) inch = 25.4 mm. a. 1bc minimum dimension is permiued to be reduced to 8 inchc:rr. for rec- tanlular columns with two parallel ~idc!o alleUl- 36 inches in length, b, N minimum dimension is pennittcd 10 be reduced to 10 inches for rec- tangular columns with IWQ plI.r.&lIel ~ides alleasl 36 inches in length. 2000 INTERNATIONAL BUILDING COD'" l II All CHAPTER FOUR SIMPLY SUPPORTED SLABS AND BEAMS 4.1 STRUCTURAL BEHAVIOR Assume that a simply supported prestressed concrete slab is exposed to fire from below, that the ends of the slab are free to rotate, and that expansion can occur without restriction. Also as- sume that the reinforcement consists of straight strands located near the bottom of the slab. With the underside of the slab exposed to fire, the bot- tom will expand more than the top and the slab will deflect downward; also, the strength of the steel and concrete near the bottom will decrease as the temperature rises. When the strength of the steel diminishes to that required to support the slab, flexural collapse will occur, In essence, the applied moment remains practically constant dur- ing fire exposure, but the resisting moment ca- pacity is reduced as the steel weakens, Fig. 4.1 illustrates the behavior of a simply supported slab exposed to fire from beneath, as described above, Because strands are parallel to the axis of the slab, the ultimate moment capacity is constant throughout the length: f-LI IIU..1J111111111111 I - ..... FIRE ~~, .., Hr M = applied moment Mn = moment capacity ~lllllllllllli~~~::l::.~: Mn. = reduced moment capacity Fig, 4.1 Moment diagrams for simply supported beam or sllb before and during fire exposure. Mu = <pAp,fp, (d - a/2) = <pM n ..,4,1 where <p = capacity reduction factor from ACI 318- 83; for flexure <p = 0,90 Ap, = the cross sectional area of the prestress- ing steel, in,2 fp, = the stress in the prestressing steel at ul- timate load, ksi d = the distance between the centroid of the prestressing steel and the extreme com- pression fiber, in, a = the depth of the equivalent rectangular stress block at ultimate load, in., and is equal to Ap,f..J0.85f~b, where f~ is the compressive strength, ksi, of the con- crete and b is the width of the slab, in, Mn = nominal moment strength, in,-k In lieu of an analysis based on strain compat- ability the value of f., can be assumed to be: fp, = f.u (1 - 0.5A.,fpu) ... 4.2 bdf~ where fpu is the ultimate tensile strength of the prestressing steel, ksi. If the slab is uniformly loaded, the moment dia- gram will be parabolic with a maximum value at midspan of: wi2 M=- 8 where w = dead plus live load per unit of length, kI in, I = span length, in, As the material strengths diminish with ele- vated temperatures, the retained moment capac- ity becomes: Mn. = Ap,f p" (d - a .12) ..,4.3 - 15- in which 8 signifies the effects of high tempera- tures. Note that Ap. and d are not affected, but fp, is reduced. Similarly, a is reduced, but the con- crete strength at the top of the slab, f~, is generally not reduced significantly because of its lower temperature. If, however, the compressive zone of the concrete is heated above about 900'F, an appropriate reduction should be included in the calculation of a.. Flexural failure can be assumed to occur when Mn. is reduced to M, From this expression, it can be seen that the fire endurance depends on the applied loading and on the strength-temperature characteristics of the steel. In turn, the duration of the fire before the "crit- ical" steel temperature is reached depends upon the protection afforded to the reinforcement. 4.2 TEST VERIFICATION To verify the theory described above, the Port- land Cement Association sponsored a series of fire tests of simply supported prestressed con- crete slabs,r'.} During the tests, the temperature of the prestressing steel was monitored and the steel temperature at the time when collapse was imminent was used in calculating Mn.. For these tests, a comparison of Mn. and M is shown in Fig. 4,2 Note that the values are nearly equal, clearly illustrating that the moment capacity during a fire can be predicted, and that behavior during fires follows basic engineering principles. 300 /' .0 / G Test results 200 .. !!; ~ i ::i 100 100 200 M_ IN,.KIPS 300 Fig. 4.2 Comparison of Mnll and M from fire tests of simply supported slabs,I.SI - 16- AlL Of all of the fire tests performed on simply supported prestressed or reinforced concrete beams or slabs, none has failed in shear. Because of the relatively small sizes of test furnaces, some very short specimens with very large end shear forces have been fire tested. Thus it seems evi- dent that simply supported concrete slabs or beams which have shear capacities required by ACI 318 will not fail in shear if exposed to fire. 4.3 DESIGN AIDS Fig. A.6 shows graphically the relati':lnships between moment intensity (M/Mn) and critical steel temperatures for various values of wp' The deri- vation of these relationships is given in Appendix B, Figs, A.7.1, A.7.2, and A.7.3 show graphically the relationships between moment intensity and "u" distance for various fire endurances and ag- gregate types. The following example illustrates the use of the graphs. Problem 4. 1 Determine the fire endurance of a simply sup- ported (unrestrained) hollow-core slab, 10 in, deep, 48 in. wide, reinforced with six 1/2-in. 250 ksi strands centered 1-3/4 in. above the bottom of the slab, The span is 28 ft, the dead load is 65 psf and the live load is 50 psf, Con- crete is made with siliceous aggregate with fo =5 ksi. Solution: M _ 4(65 + 50)(28)2 = 41 1 ft-k' 8( 1 000) . IpS Mn = Ap,fp, (d - a/2) Ap, = 6(0.144) = 0.864 sq. in. d = 10.0 - 1.75 = 8.25 in. f = 250 [1 - 0,5(0,864)(250)] = 236 k i p, 48(8,25)(5) s 0.864(236) a = 0,85(5)(48) = 1.00 in, Mn = 0,864(236)(8,25 - 0.50)/12 = 131.7 ft-kips M/Mn = 45,1/131.7 = 0,34 _ _ Ap,fpu = 0,864(250) W. - bdf; 48(8,25)(5) = 0.11 From Fig. A.7.2 with M/Mn = 0,34, wp = 0,11, and u = 1.75 in.. the fire endurance is about 2 hr 30 min, Figs, A.7,1, A,7,2, and A.7,3 can also be used for beams wider than about 10 in. in which the strands are spaced uniformly in horizontal rows, For such beams, an "effective u", designated u, should be bsed, Effective u is the average of the distances between the centers of the individual strands and the nearest fire-exposed surface, as- suming that the values for the corner strands are reduced one-half, to account for the side expo- sure. The procedure does not apply to bundled strands. Problem 4.2: Determine the fire endurance for a simply supported unrestrained prestressed concrete beam shown, Assume siliceous aggregate concrete with M/Mn = 0.50 and Olp = 0,25. Solution: In the illustration, the u distance of strands 1, 3, 5, 6, and 7 from the nearest fire exposed surface is 2-1/2 in., strand 2 is 4-1/2in., and strands 4 and 8 are assumed for this purpose to be 1/2 x 2-1/2 = 1.25 in. ;, N 1 2 3 . . . 4 5 6 7 8 . . . . . i-=~ --. ~ 2%" r- 12" -, Therefore, u= 5(2.5) + 1(4,5) + 2(1,25) 8 = 2,44 in. From Fig, A.7,2. the fire endurance is about 3 hr 15 min, Problem 4.3: Determine the maximum safe superimposed load that can be supported by an 8.in, deep - AI3 hollow-core slab with a simply supported un- restrained span of 25 ft and a fire endurance of 3 hr. Given: h = 8 in.; u = 1,75 in.; eight 1/2-in, 250 ksi strands; A.. = 8(0,144) = 1,152 in}; b = 48 in.; d = 8 - 1.75 = 6,25 in; Wd = 60 psf; carbonate aggregate concrete; I = 25 ft, Solution: (a) Estimate strand temperature at 3 hr from Fig. A.3.1, 8. at 3 hr at 1.75 in. above fire- exposed surface = 925'F. (b) Determine foo' from Fig. A. 1. For cold-drawn steel at 925'F. f.u' = 32,5% f.u = 81 ksi (c) Determine Mn. and w f = 81 (1 _ 0.5(1,152)(81)) .., 48(6,25)(5) = 78,5 ksi 1,152(78.5) . a. = 0.85(5)(48) = 0.44 In, Mn. = 1.152(78.5)(6,25 - 0,44/2)/12 = 45.4 ft-kips 8(45.4)(1000) w = (25)2(4) = 145 psf WI = w - wd = 145 - 60 = 85 psf (d) Calculate maximum allowable w, at room temperature f = 250 (1 _ 0.5(1,152)(250)) .. 48(6,25)(5) = 226 ksi 1,152(226) a = 0.85(5)(48) = 1,28 in, Mu = 0.9(1.152)(226)(6.25 - 0.64)/12 = 109,5 ft-kips = 8(109,5)(1000) = 350 f Wu (25)2(4) ps With load factors of 1.4 (dead load) + 1.7 (live load): _ 350 - 1.4(60) _ 156 f w, - - ps 1.7 Conclusion: w, = 85 < 156 :, 85 psf governs , Note: This problem can also be solved through the use of Fig. A,7.1 17 - - = 1.152(250) = 019 Wo 48(6.25)(5) . At 3 hr for u = 1.75 in, and liio = 0,19 M/Mn = 0,375 From step (d) above, Mu = 109.5 ft-kips M - 0,375(109,5) - 456ft k' - - , - IpS 0,9 = 8(45,6)(1000) = 146 f w (25)'(4) ps WI = 146 - 60 = 86 psf, Problem 4,4: Provide 3.hr fire endurance (structurally) by addin9 strands and/or rebars to an 80T16 + 2 for a 29-ft span with a live load of 40 psf, Sim. pie support, no restraint, normal weight con- crete, f', = 5 ksi, topping concrete f', = 4 ksi, fou = 270 ksi, b = 96 in., strand pattern shown below: TOPPing f~ ,,4 I(SI hS.3!4'" .J tl1 Wf =::: 6(0.153) = 0.918 in.2 18 - 6.67 = 11.33 in. 539 plf 8(40) = 320 plf 859 pit 1: Aps =: ',=7~1 d= :liD1 i wd:::: _"'.11 ~- ~ 3.3/4" Solution: (a) Estimate strand temperature at 3 hr from Fig. A.4(3) 6,67 . at c.g.s, b = 3.75 + """"i4 (2) = 4.70 In. w= Avg. 8, = 12150F (b) Estimate fou. from Fig. A.1 f.u. = 0.095 fou = 0,095(270) = 25.65 ksi (c) Calculate Mn. and compare with M fo" = 25,6 ksi a. = 0.07 in. Mn. = 0,918(25.6)(11.33 - 0,04)/12 = 22,1 ft.kips M = 0.859(29)2/8 = 90,3 ft-kips (d) Try adding one 1/2 in, 270 ksi strand at u = 8 in, and two #8 Grade 60 reinforcing bars at u = 7,25 and 9,25 in. in each stem, Alt (e) Estimate temperatures and strengths of strand and rebars From Fig, A.4(3), at c.g,s, t f 6 6 u = 3(6,67)4+ 1(8) = 7,0 in, at u = 7 in" b = 4.75 in" 8, = 12000F fou. = O.lotou = 27.0 ksi at u = 8.25 in., b = 4,93 in" 8, = 11650F fv. = 0.42 fv = 0,42(60) = 25,2 ksi (f) Calculate Mn. adjusted fo.. =27 (1 - 0,5(8)(0,153)(27,0)) = 269 k . 96(11 )(4) . 51 adjusted a. 8(0.153(26,9) + 4(0,79)(25.2) 96(0.85)(4) = 0,34 in. Mn. due to strand: Mn. = 8(0,153)(26,9)(11,00 - 0,17)/12 = 29,7 ft'kips Mn. due to rebars: Mn. = 4(0.79)(25.2)(9,75 - 0,11)/12 = 63.5 ft-kips Total capacity = 29.7 + 63.5 = 93.2 ft.kips > 90,3 ft.kips :. OK Problem 4,5: Provide 3-hr fire endurance by applying spray- insulation to an 80T24 + 2 double tee section of normal weight concrete with a strand pat- tern 88-01 as shown below: Span = 46 ft simple support, unrestrained, superimposed dead load = 10 psf, live load ,= 50 psf, WI = 400 plf, w. = 618 + 80 = 698 plf 18 - . """- ... o ~ I- 0( 1= " z w Cl: I- '" ... o I- Z w " Cl: w .. 1.. 1.,....1'..' 1111:-;";:: ;:L:~- ~'--; 80 ~-;7:f. " Illtlllll!'I'::II::!1 : High strength _ : . I alloy stee-! ban(461 ' ; ~ (tensile strength) I ;----7'" 60 ---,-;-- ~ I ,~ ,"""-------' :::1 t _ ~ ~ ~-<:. .11. ~:::: -.:~jl ir - _-::::t . I i 'I _ Hot.rolled steel(27J . (yield ~t~ngth) ~,.,,_J ~ 4d- ----,- ~+ \. ...\., \. 40 ~. , ;7f ~ -- -+- 20 : :t-t I: . 0 70 200 400 600 800 TEMPERATURE, of 1000 Fig. A.1 Temperature-strength relationships for hot-rolled and cold-drawn steels. I ~ '- Carbonate ~~~/-1-~~~~ !//~~ 80 S.nd-Lightweight \il \~. 80 Sillceous"""'- \ \ \ I "- \ 60 70 800 1200 1000 200 400 600 120 % I- " Z w Cl: I- '" w > ii w Cl: .. ~ " '"' 0( ! " a: o ... o I- Z w " Cl: w .. 100 60 , -', , , , , 40 O,igin.1 S".ngth = f~ I 20 - Average f~ = 3900 psi I Stressed to O.4f~ During Heating I I I o 70 600 800 TEMPERATURE, of 1200 1000 200 400 Fig. A,2 Compressive strength of concrete at high temperatures, (28) - 72- Al5 I J . 1200 1400 1400 '0. '00 , 40 20 o 1400 Alec ., CARBONATE AGGREGATE CONCRETE 1600 .. o w' 0: :l .. <( 0: W .. :E w .. ~,- ~ ., // ~~ 9/' /~ ....-- / " ~ ,\~~..y .--- ) .~ ~~~ ~ / / /'~~ ~/~ 1100 / /' / /7 1000 900//1 / ~ .. / ~ 800 / /~ L ~ // :' / / 1/2 1500 1400 1300 1200 ~~ ~~ 700 .~ 7/'- // 1.1/2 3 ,/,,- 4 2 FIRE TEST TIME, HOURS Fig. A,3.1 Temp&ratures within solid or hollow~ore concrete sllbs during fire tests - CARBONATE AGGREGATE.(atl - 73- ICBO :~valuation Servic(~ Inc. .6lnerican~%~dsh1s_ 5360 WORKMAN MILL ROAD . WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright Cl 2001 ICBO Evaluation ServIce, Inc. Filing Category: DESIG~Wood (038) , T JI PREFABRICATED WOOD I..JOISTS AND OPEN-WEB TRUSSES TRUS JOIST, A WEYERHAEUSER BUSINESS 200 EAST MALLARD BOISE, IDAHO 83706 1.0 SUBJECT T JI'" Prefabricated Wood I-joists and Open-Web Trusses. 2.0 DESCRIPTION Open-Web Trusses described in this report are an aKernative method of construction to that specified in Section 2303, Item 5.1, of the 1997 Uniform Building Code~ (UBC); Section 2303.1 ,2 in 1he 2000 Inte.. _.":...al Building Code'" (IBC), for allowable stress design; Section. 2313.5 in 1he BOCA" Na- tional Building Codel1999 (NBC); and Section 2301.4.11 in the 1999 Standard Building Cocieo (SBC). Prefabricated wood I-joists described in this report comply with Section 2303, Item 5.1, of the UBC; Section 2303.1.2 of the IBC, for allowable stress design; Section fl502.1.4 of the IRC; Section 2313.5 of the NBC; and Section 2301.4.11 of the SBC. . 2.1 T JI Joists: 2.1.1 General: T JI joists are prefabricated wood I-joists hav- ing wood-based flanges and either plywood or oriented strand board (OSB) webs, Either the top and bottom flanges are paraDeI, forming a constant-<lepth joist; or 1he top flange has a single taper, forming a variable-depth joist. The web panels have the face grain oriented vertically, and 1he web-to- web connection is either butt-jointed or serrated and glued to form a continuous web. The web-to-flange connection is a proprietary tongue-and-groove glued joint. Refer to Table 1 for T JI joist series and material description. 2.1.2 Material SpeclflcatJons( 2.1.2.1 Ranges: Range material is either Microllam"lami- nated veneer lumber (LVL) or TimberStrand" laminated strand lumber (LSL). Both materials are recognized in ICBO ES evaluation report ER-4979 with the exception of the 1.5E grade Microllam LVL flange material, which meets the re- quirements noted in 1he approved quality control manual that contains Trus Joist manufacturing standards. Table 1 speci- fies flange width, depth, and grade requirements. . 2.1.2.2 Webs: Web material is either plywood conforming to DOC Voluntary Product Standard PS1-95, along with further requirements set forth in the approved quality control manual that contains Trus Joist manufacturing standards; or Perfor- mance Plus. OSB conforming to DOC Voluntary Product Standard PS2-92, Exposure I, along with further require- ments set forth in the approved quality control manual that contains Trus Joist manufacturing standards. PFC-4354 Reissuei:JApri/1,2oo1 2.1.2.3 Adhesives: Adhesives shall be of the types speci- fied in the approved quality control manual that contains Trus Joist manufacturing standards, 2.1.3 Design and InstallaUon: The design and installation ofTJI joists described in this report must comply with Sections 2.1,3.1 through 2,1,3,12, Design of T JI joists is governed by the applicable code and ANSVAF&PA NDS-91, National De- sign Specification for Wood Construction (NOS), revised 1991 edition; andbythesupplementtothe 1991 edition of the NOS. 2.1,3.1 Allowable Capacity: Table 2 specifies allowable moments, reactions, shears, and joist stiffnesses (EI). Maxi- mum allowable reactiOns are based on minimum and maxi- mum bearing lengths of 13/4 and 31/2 inches (44.5 and 89 mm), for simple spans; and 3'/2, 5'/4 and 7 inches (89, 133 and 178 mrn) at intermediate support points for continuous spans. When joists are used as multiple span members, the design shear is the calculated shear at 1he intermediate sup- port, reduced by the following formula and limited to the depths shown in Table 11: R = W + K,,; 18% where: K = V'2 + 100. R = The percent reduction. V'2 = The allowable shear for a 12-inch- or 117/s-inch- deep (305 mm or 302 mm) joist (pounds). W The uniform load (Pll). The allowable design shear atthe interiorsupports of multi- ple-spa. ..,....:oerTJI joists up to 12 inches (305 mm) deep, used in residential floor r;onstruction, is permitted to be in- creased an additional 1 0 ~~ _~, ,/. This increase in allowable design shear does not apply to the design shear at the ends of the joists. 2.1.3.2 Fasteners: Allowable capacities and the spacing of fasteners in the Microllam LVL and Tom~.,3....nd LSL flanges must comply with ER-4979 and the code. Allowable with- drawal loads and lateral loads for nails installed perpendicular or parallel to 1he Microllarn LVL or TimberStrand LSL flange glue lines, are assigned the same values as those provided in the code for nails installed in sawn lumber having aspecific gravity of 0.50, such as Douglas fir-larch. Allowable fastener spacings for Microllam LVL and iimberStrand LSL flanges must comply with the minimum spacing requirements pre- scribed by the code for nails installed in sawn lumber having a specific gravity of 0,50, such as Douglas fir-larch. The allowable capacities for metal straps or tension-ties, recognized in a current ICBO ES evaluation report, when con- nected to T JI joist flanges, in conformance with Figure 9 of this report, may be calculated using an allowable stress de- EvabuUion reportso/ICBO Evabu1tioIlSemce,ll1c., an mud sokl] to provide infomuJlion to ClassA memlHnoJICBO, uti1iziltg the code "POll whiclltIN report is based. Evaluation reports are not t6 Hcf>>JStrUedas representingaestlteticsoranyothcrattributes1Wl spedjicaJly L' 1.:, ...... ~:' norasan end()nemenJorncomme1i~ tkztion for use aJtA, subject report. 'This report uboutl upon independent tests orotherteclurical tUJtD submitted by the applictllll. TIH leBO EvaIuatitnr SeTYic., Inc., techniclll staJJIaas ret1iftHd the test remltsandlorolAerdtda, butdoes not pDSUsstestjaciliJiuto make a,. independentv.rifiCtltion. Tlure is ItO warranty by ICBO EvtduatwnS.",ic.,lnc., express or;mplied,tlStolUl~ "Filuling>> orotlurmD1lerir.-the report oratoan] product covered by the reporl. TIIisdisclsi1Mrinc/uJu, but is"ot limited to,1II6rchant4bilily. Page 1 of 27 Page 2 of 27 sign capacity of 112 pounds (49BI .r nail. The connections with the structural composite lumb"rflanges may be used for out-of-plane wall anchorage to flexible diaphragms in lieu of the minimum 2112-inch (63.5 mm) wood element thickness specified in Item 5 of Section 1633.2.8.1 of the UBC, 2.1.3.3 Web Stiffeners: Web stiffener requirements for reactions and concentrated loads are noted in Table 2 and Figure 1- 2.1.3.4 Lateral Support: r JI joist compression flanges with widths less than 2.30 inches (58.4 mm) require lateral support every 18 inches (457 mm) on center. T JI joist compression flanges with widths equal to or greater than 2.30 inches (58.4 mm) require lateral support every 24 inches (610 mm) on cen- ter. Each connection must be capable of transmitting a 75-pound (334 N) horizontal load. All T JI joist ends require re- straint to prevent rollover. Code-approved methods of lateral restraint specified for sawn lumber are acceptable. Bridging is not required for floor and roof T JI joist applications. 2,1.3.5 Holes In the T JI Joist Web: The tables in Figures 2 and 3 specify allowable sizes and location of round and square holes in the T JI joist webs. 2.1.3,6 Duration of Load: Adjustments for duration of load, in accordance with Item 6 of Section 2316,2 of the UBC or Part 2.3.2 ofthe NOS, apply to the T JI joists and theirfaslen- ings. 2,1.3_7 In-service Moisture Conditions: TJI joist design values must be adjusted in accordance with Section 4.14 of the NOS when in-service moisture content exceeds 16 per- cent. 2,1,3.8 Repetitive-member Use: The allowable bending moment is permitted to be increased by 4 percent when the T JI joist installation complies with repetitive-member use as defined in Part 4.3.4 of the NOS. 2.1.3_9 Member Spans: T JI joist spans must be determined in accordance with Part 3.2.1 of the NOS and Item 11 of Sec- tion 2316.2 of the UBC. Vertical shear calculations must in- clude all loads within the span from face to face of supports. 2.1.3.10 Deflection: Deflection of simple span T J I joists with either uniform load or a concentrated load at midspan is de- termined using the formulas in the footnotes to Table 2. 2.1.3.11 Blocking Panels: Bearing walls perpendicular to and supported by T JI joists at the end or intermediate sup- ports, or both, require full-depttfblocking. T JI jOists up to f 6 inches (406 mm) in depth, when used as blocking panels or rim joists, have a maximum vertical load transfer capacity of 2,000 pff (29,185 N/m). 2.1.3.12 T JI Rim Joists: T JI rim joists having depths of up to 16 inches (406 mm) have a maximum vertical load transfer capacity of 2,000 pff (29,185 N/m). TJI rim joists having depths of up to 16 inches (406 mm) are permitted to be used as boundary members of horizontal wood structural dia- phragms. The allowable shear values in pounds perfoot, spe- cified in the code for horizontal woad structural panel dia- phragms with framing of nominal 2-inch-thick (50.8 mm) Douglas fir-larch or southern pine, are applicable to T JI rim joists, in unblocked and blocked diaphragm applications, The T JI rim joist must be laterally supported atlhetop and continu- ously supported at the bottom, and the gravity loads must be uniformly applied along the top. Other loading and support conditions must be investigated and approved by a design professional. 2.1.3.13 Cantilevered T JI Joists: T JI joists are permitted to be installed with cantilevers, provided the cantilevers have a maximum length equal to one-third of the adjacent span and support uniform loads only, unless designed by a design pro- fessional. 2.2 Open. ) Trusses: 2.2.1 General: Open-Web trusses are Warren-style trusses having either parallel, tapered or pitched chord members. The trusses have wood chords, steel-tube webs, and steel- pin web-chord connectors, Open-Web trusses recognized in this evaluation report are: TJL'", TJW", .TJM'", TJS'", and T JW'". The maximum on-center spacing of the T JL and T JW trusses is 48 inches (1219 mm). Sheathing materials are . nailed directly to the top chord members. Ceilings are at- tached directly to the bottom chord, are applied to stripping, or are suspended. 2.2.1,1 T JL Open-Web Truss: Chords are single, nominal 2-by-4 MSR (machine stress rated) lumber or Microllam LVL or TimberStrand LSL positioned flatwise. TimberStrand LSL is used in compression chords and only at pin or bearing loca~ tions where S/a-inch-diameter (15.9 mm) pins are used. Web members are round steel tubing connected to the chord mem- bers with either3/a-inch- or s/a-inch-diameter (9.5 mm or 15.9 mm) solid-steel. pins. 2.2.1.2 T JH Open-Web Truss: Chords are double nominal 2-by-6 MSR lumber or Microllam LVL positioned edgewise. Web members are round steel tubing connected to the chord members with either3/4-inch- or 1'/4-inch-diameter (19.1 mm or 31.8 mm) solid-steel headed pins. The pins are held in place by spring-clip washers placed on the end of the pins. 2.2.1.3 T JM Open-Web Truss: Chords are double nominal 2-by-4 MSR lumber or Microllam LVL positioned edgewise. Web members are round steel tubing connected to chord members with eithers/a-inch- or 1-inch-diameter (15.9 mm or 25,4 mm) solid-steel headed pins. The pins are held in place by spring-clip washers placed on the end of the pins. 2.2.1.4 T JS Open-Web Truss: Chords are double 1.5-inch- by-2.30-inch (25.4 mm by 58.4 mm) Microllam LVL members positioned edgewise. Web members are round steel tubing connected to chord members with either 1/2-inch- or 3/4-inch- diameter (12.7 mm or 19,1 mm) solid-steel headed pins. The pins are held in place by spring-clip washers placed on the end olthe pins. Tension chords are continuous without finger joints. and compression chords may contain finger joints, 2.2.1,5 T JW Open-Web Truss: Chords are single nominal 2-inch-by-5-inch (51 mm by 127 mm) MSR lumber or Timber- Strand LSL positioned flatwise. TimberStrand LSL is used in compression chords and only at pin or bearing locations where "fe-inch-diameter (15,9 mm) pins are used, Web mem- bers are round steel tubing connected to chord members with either 3/a-inch- or "fe-inch-diameter (9.5 mm or 15.9 mm) sol- id-steel pins, 2.2.2 Materials: 2.2.2.1 Chords: Chords consist of either Microllam LVL, TimberStrand LSL, stress graded structural lumber or MSR lumber, Microllam LVL and TimberStrand LSL are recognized in ER-4979, Stress-graded structural lumber is graded as ei- ther A (1.BE), AA (2,0E) , or AAA (2,2E) in accordancew~h the approved quality control manual that includes the Truss Joist manufacturing standards. MSR lumber is graded as 21 OOF-1.8E, 2400F-2.0E, or 2700F-2,2E in accordance with grading rules specified in the approved quality control manual that includes the Truss Joist manufacturing standards, Lum- ber species are Douglas fir-larch, southern pine, hem-fir, spruce-pine-fir, or Englemann spruce/lodgepole pine. Chords having glued finger joints are manufactured and' tension-tested in accordance with the approved quality con- trol manual that includes the Trus Joist manufacturing stan- dards, to form continuous chord members. 2.2.2,2 Webs: Webs are cold-formed steel tubes conforming to ASTM A 500, Grade B, with a minimum 45 ksi (310 MPa) yield strength and a 60 ksi (413 MPa) tensile strength before cold-forming. The electrically welded steel tubing ends are swedged flat, and have punched holes forthe pin connectors. each web member has a color stri~t Jeast1/2 inch (12.7 mm) in width, painted along the fuI" ,gill of the tube; or is otherwise continuously color-coded to permit identification of the tube wall thickness (see table below). WALL TIflCKNESS No. 13 gag. (0.095 inch) No. 14 gage (0.083 inch) No. 16 gag. (0.065 inch) No. Ig gag. (0.049 inch) No. 19 gage (0.042 inch) No. 20 gage (0.035 inch) For 81: 1 inch = 25.4 mm. COLOR CODE Yellow Green R.d Black Blue Yellow 2.2.2.3 Pin Connectors: The steel pin connectors are of the dimensions and materials as specified in the approved Trus Joist Open-Web truss quali1y control manuals and manufac- turing standards, 2.2.2,4 Bearing Clips: Bearing clips, have different configu- rations for each Open-Web truss series, and are fabricated from ASTM A 446 steel. 2.2.2,5 Tension Connector: The tension connector is a variable-densi1y LVL component used at splice locations of Open-Web truss tension chords. It has both nondensified and densified sections. The nondensified section is finger-jointed to sawn lumber tension chord members, and the densified section is spliced with steel plates on both sides of the con- nector with the number of bolls required by design. See Fig- ure 5 for details. 2.2.3 Design and Installation: Open-Web trusses are de- signed In accordance with aw~...~J truss design principles and this report. 2.2.3.1 Chord Members: Table 3 provides chord section properties, and Table 4 provides allowable chord stresses, The top chords of the Open-Web trusses are designed as continuous members subject to combined axial and bending stresses. The bottom chords are designed as axially loaded tension members, provided ceilings that are direcUy applied to the chords, or stripping spaced not more than 24 Inches (610 mm) on center, do not weigh more than 5 psf (0.24 kN/ m2). For other conditions, the bottom chords are designed as continuous members subject to combined axial and bending stresses. ' 2.2.3.2 Web Members: Table 5 provides allowable tension and compression loads, including bearing, for web members. 2.2.3.3 Pin Connectors: rable 6 provides allowable loads for pin connectors bearing 'on chord members. The allowable load forthe resullanl of parallel and perpendicular pin loading on the chord member is determined using the Hankinson for- mula in accordance with the code. 2.2.3.4 Bearing Assemblies: Table,s 7 and 8 provide allow- able reactions at supports with bearing clips. See Figure 6. 2.2.3.5 Duration of Load: The allowable chord flexural stresses may be increased in accordance with lIem 6 of Sec- tion 2316.2 of the UBe or Part 2.3.2 of the NOS. 2.2.3.6 Repelilive-member Use: When Open-Web truss installation complies with repetitive-member use in accor- dance with Pari 4.3,4 of the NOS, the allowable parallel-to- grain tension and compression chord stresses noted in Tables 3 and 4 are permitted to be increased by 7 percent for sawn lumber and by 4 percent for Microllam LVL or Timber Strand LSL chords. 2.2.3.7 Deflection: For uniformly loaded simple-span ap. plications, deflection Is calculated as follows: r-r""..q.~04 . = 22.511I"', U E1' where: EI = Truss stiffness in the table below (lb.-in.2j. I OPEN-WEB TRUSS I CHORD DEPTH tin.) I EI(Jb.-1n.2} I SERIES I TJL 1.5 '5.00 x 10"d2 I, I TJLX l 1.5 I 5,26 x 10"d2 I I TJW 1.5 I 6.78 x IO"d2 TJS I 2.3 j 6.94 x IO"d2 I TIM I 3.5 I 10.06 x IO"d2 I TJH I 5.5 I 15.93 x loed2 For 51: I1b.-in.1 = 2870 N.mm2" d = Average depth of the truss minus the chord depth in the table above (pin-to-pin depth of the truss) Qnch- as). W = Uniform load (pll). L = Clear span (feel). 2.2.3.8 Tension Connector: The variable-densi1y LVL ten- sion connector design parameters are as follows: Bolt bearing in wood: 6,800 psi (46.88 MPa). Tension in densified net area: 2,700 psi (18,62 MPa). Tension in nv,"';~,~ified area: 1,970 psi (13.58 MPa). The.bolt end distance e shall nOt be less than 4d or e, which- ever is greater, where: d = Diameter of bolt (inches). e = P + (1,200t). P = Load per bolt (pounds). t = Thickness of connector, measured along the bolt Qnches). Steel side plates and bolls shall be designed in accordance with the code. 2.2.3.9 Lateral Support: Each Open-Web truss compres- sion chord member, including each member of double mem- ber chords, requires lateral support at least every 24 inches (610 mm). Each connection must be capable of transmitting a 75-pound (334 N) horizonlalload. Table 9 provides lateral restraint requi,~..,~...... for T JS truss compression chord members. 2.2.3.10 Metal strap or Tension-Tie Capacity: The allow- able capacities for metal straps ortension-ties, recognized in a current ICBO ES evaluation report, when connected to structural composite lumber chord members or minimum nominal 2-by-4 structural composite lumber nailer plates of Open-Web trusses, in conformance with FlQure 9 of this re- port, may be calculated using an allowable stress design ca- paci1y of 112 pounds (498 N) per nail. The connections with the structural composite lumber cords or nailer plates may be used for out-of-pJane wall anchorage to flexible diaphragms in lieu of the minimum 21/2-lnch (63.5 mm) wood element thickness specified in lIem 5 of Section 1633.2.8.1 of the UBC. 2.3 One-hour Fire-resistive Roof.celllng or Roor.ceiling Assemblies: Refer to Figure 7 for details. For assemblies A, B, C, 0, E and F, used as floor-ceillng assemblies over crawl spaces, it is permitted to omit the ceiling membrane over the unusable crawl space. Additionally, flooring is permitted to be omitted where unusable attic space occurs above, provided the later- al support requirements of Section 2.1 ,3.40r2.2.3.90flhis re- port are mel. 2.3.1 Assembly A: 1. A double wood floor consisting of a subfloor of nominal 1.inch-thlck (25.4 mm) tongue-and-groove sheathing, or Page 4 ot 27 32/,6 span-rated sheathing (E sure 1); and a second layer of nominal I-inch (25.4 mm) thick, tongue-and- groove finish flooring. Alternatively, the finish flooring is permitted to be 40/20 span-rated sheathing (Exposure 1), or Type I, Grade M-l particleboard not less than 5/B inch (15.9 mm) thick. All butt joints of the sheathing must be located over framing members. When used as a roof-ceiling assembly, a single layer of square-edge, span-rated, sheathing (Exposure 1), com- plying with the code, is permitted to be used for roof sheathing. 2. TJI joists with a minimum flange depth of 1'/2 inches (38 mm) or Open-Web trusses must be installed in accor- dance with this report at a maximum spacing of 48 inches (1219 mm) on center. 3. The suspended ceiling must consist of %-inch-thick (15.9 mm), 2-foot-by-2-foot (610 mm by 610 mm) or 2-foot-by-4-foot (61 0 mm by 1219 mm), USG FIRECODE AURATONE lay-in acoustical board supported by an ap- proved, exposed fire-rated suspension system attached to the bottom flange or chOrd or to cold-rolled channels spaced not more than 48 inches (1219 mm) on center. When T JI joists or Open-Web trusses are spaced more than 24 inches (610 mm) on center, framing perpendicu- lar to the joists or trusses must be installed at 24 inches (610 mm) on centerto support the ceiling. 4_ Installed over the acoustical board are minimum 1-inch- thick (25.4 mm), 4 pet (64 kg/m3), Thermafiber" Sound At- tenuation Fire Blankets or Fiberex.-FBX 1240 Industrial Boards or Fiberex. -IF 1240 Flex Batts. 5_ Light fixtures having a maximum size of 2 feet by 4 feet (610mm by 1219 mm) are permitted to be installed inthe ceiling, provided the aggregate area of fixtures does not exceed 12 square feet per 1 00 square feet (1.1 m2 per 9.3 m") of ceiling area and the fixtures are protected as fol- lows [using, for illustration, a 2-foot-by-4-foot (610 mm by 1219 mm) fixture]: A 2'/4-inch-by-48-inch (57 mm by 1219 mm), minimum 1'/4-inch-thick (31.8 mm) piece of minimum 4 pet (64 kg/m3j Thermafiber rigid mineral fiber board or Fiberex-FBX 1240 Industrial Boards or Fiberex- IF 1240 Flex Batt light fixture protection is laid along the long sides ofthe fixture, and against adjacent suspension members; two pieces of the same insulation, measuring 19'/2 inches by 48 inches (4\15 mm by 1219mm), are laid over the top of the fixture and a 4'I2-inch-by-24-inch (114 mm by 610 mm) piece of the same insulation is laid at each end and tied at the cprners of the fixture, to the top pieces using No.1 8 SWG steel wire. See Figure 4 for de- tails. In addition, ceiling openings for air diffusers, up to a maximum of 12 inches (305 mm) in diameter, are per- mitted, provided openings are protected with approved fire dampers and the aggre.$late areas do not exceed 113 square inches (72 900 mm"} per 1 00 square feet (9.3 m") of ceiling area. The distance from the bottom of the T JI joist or Open-Web truss to the soffit of the ceiling must be 10 inches (254 mm), minimum. 2,3.2 Assembly B: 1. The flooring must consist of a single layer of 4B/24 span- rated, tongue-and-groove, sheathing (Exposure '1). When used as a roof-ceiling assembly, the decking is per- mitted to be any wood deck recognized in the code, All butt joints of the sheathing must be located over framing members, 2. T JI joists or Open-Web trusses must be installed in accor- dance with this report, with a maximum spacing of 24 inches (610 mm) on center for floor-ceiling assemblies. When used in roof-ceiling assemblies, the joists or trusses ,)ermitted to be spaced a maximum of 48 II" es (1219 111m) on center. 3. Optional 3'/2-inch-thick (89 mm) glass fiber insulation may be installed when resilient channels are used. The in- sulation must be placed above the resilient channels, be- tween the joist bottom flanges or truss bottom chords. 4. The ceiling membrane must consist of two layers of '/2-inch-thick (12.7 mm), Type X gypsum board comply- ing with ASTM C 36, attached to the T JI joist bottom flange or Open-Web truss bottom chord. The first layer of the gypsum board must be attached using 1 %-inch-Iong (41.3 mm), Type S screws spaced 12 inches (305 mm) on center. The second layer must be installed with the joints staggered from the first layer. The second layer must be fastened to the TJI joists or Open- Web trusses using 2-inch-long (51 mm), Type S screws spaced 12 inches (305 mm) on center in the field and 8 inches (203 mm) on center at the butt joints. Type G screws, 1'/2 inches (38 mm) long, must be spaced 8 inches (203 mm) on center and 6 inches (152 mm) from each side ofthe butt joints ofthe second layer. The second layer must be finished with joint tape and compound. 5_ Resilient channels are permitted to be used as part of the ceiling attachment system, provided they are spaced 16 inches (406 mm) on center [24 inches (610 mm) on ceriter if the joists or trusses are spaced 16 Inches (406 mm) on center] and fastened perpendicular to the T JI joists or Open-Web trusses using 1-inch-long (25.4 mm), Type S screws. The first layer of the ceiling membrane must be attached to the resilient channels using 1-inch-long (25.4 mm), Type S screws spaced 12 Inches (305 mm) on cen- ter. The second layer must be installed with the joints staggered from the first layer and attached using 1 s/B-inch-long (41.3 mm), Type S screws, The screw spacing for the second layer of gypsum board must be a maximum of 12 inches (305 mm) on center inthe field and 8 inches (203 mm) on center at the butt joints. Type G screws, 1'/2 inches (38 mm) long, must be spaced 8 inches (203 mm) on center and 6 inches (152 mm) from each side of the butt joints of the second layer. The second layer must be finished with joint tape and compound. In roof-ceiling assemblies in which the TJI joists or Open-Web trusses are spaced more than 24 inches (610 mm) on center, the ceiling, including the resilient chan- nels, must be applied to stripping spaced 24 inches (610 mm) on center. The attachment of the ceiling membrane to the stripping members must be similar to the attach- ment of the ceiling membrane to the T J I joists or Open- Web trusses. The stripping must be a minimum of nominal 2-by-4 construction-grade Douglas fir lumber for spans upto 5 feet (1524 mm), and must be attached to the bot- tom flange or chord using minimum 10d nails. Stripping materials of equivalent strength and attachment are per- mitted when specifically approved by the building official. 2.3.3 Assembly c: 1. The flooring must consist of a single layer of 48/24 span- rated, tongue-and-groove sheathing (Exposure 1). When used as a roof-ceiling assembly, a single layer of square- edge span-rated sheathing (Exposure 1), complying with the code, is permitted to be used for roof sheathing, All butt joints of the sheathing must be located over framing members, 2. T JI joists or Open-Web trusses must be installed in accor- dance with this report, with a maximum spacing of 24 inches (610 mm) on center for floor-ceiling assemblies. When used in roof-ceiling assemblies, the joist or trusses are permitted to be spaced a maximum of48 inches (1219 mm) on center, When the truss or joist spacing exceeds 24 inches (610 mm) on center, (1in9 perpendicular to the trusses or joists must be in!. n .,ed at 24 inches (610 mm) on center to support the ceiling. . 3. The ceiling membrane must consist of a'single layer of 1/2-inch-thick.(12,7 mm), Type X gypsum board comply- ing with ASTM C 36, attached to joists or trusses, or to stripping spaced 24 inches (610 mm) on center. The gyp- sum board must be fastened using ls/a-inch-long (41.3 mm), Type S drywall screws located 6 inches (152 mm) on center at end joints and 8 inches (203 mm) on center in the field. 4. An approved, exposed, fire-rated, suspended-ceiling system must be Installed beneath the gypsum board ceil- ing membrane. The minimum distance between the sus- pended ceiling and the gypsum board ceiling membrane must be 12 inches (305 mm). The grid system must be suspended with No. 12 SWG galvanized steel wire fas- tened to the stripping or joists or trusses using 3-inch-long (76 mm) flathead hanger screws. Ught fixture protection must consist of 6-inch-wide (152 mm) pieces of ceiling grid panels that are 48 inches (1219 mm) long for the sides, and 24 Inches (610 Illm) long for the ends, with a full grid panel placed on top. A galvanized steel duct is permitted tor each 200 square feet (18.6 m2) of ceiling, provided the duct has a maximum 12-inch-diameter (305 mm) steel diffuser opening without a damper, and a maximum 6-inch- by-12~nch (152 mm by 305 mm) retum air opening. Ceil- ing panels must be 5fa-inch-thick (15.9 mm), USG FIRE- . CODE AUAATONE. Noncombustible batt insulation that is rated R-30 or less is permitted to be installed above the gypsum board, in the cavity between the joists or trusses. 2.3.4 Assembly 0: 1. The flooring must consist of a single layer of 48/24 span- rated, tongue-and-groove sheathing{Exposure 1). When use is as a roof-ceiling assembly, a single layer of square- edge, span-rated sheathing (Exposure 1), complying with the code, is permitted to be used for roof sheathing. All butt joints of the floor or roof sheathing must be located over framing members. 2. The T JI joists or Open-Web trusses must be installed in accordance with this report, with a maximum spacing of 24 inches (610 mm) on center. 3. The ceiling membrane must consist of a single layer of 1/2-inch-thick (12.7 mm) US? FIRECODE.Type C gyp- sum board or WeslrOC" Pireboard C gypsum board, screw-attached to steel furring channels placed perpen- dicular to the joists or trusses, The furring channels are spaced 24 inches (610 mm) on center and are attached and suspended from the joists or trusses using No. 24 gage proprietary attachment clips designated .Simpson Strong-Tie CSC Support Clips.. A CSC support clip must be located al each joist or truss, to support the furring channel. At channel splices, adjacent pi~es are over- lapped a minimum of 6 inches (152 mm), and are tied with double-strand No. 18 SWG galvahized steel wire at each end of the overlap. 4. A layer of l~nch-thick (25.4 mm), minimum 6 pet (96 kg/m3j, Thermatiber mineral-wool blankets, or Fibrex' FBX 1280 Industrial Board or Fiberex-IF 1280 Flex.Balt, must be placed between the bottom flanges of the joists or the bottom chords of the trusses and the top of the fur- ring channels. Alternatively, a layer of 2-inch-thick (51 mm), Thermafiber mineral-wool blanket, having a density of 8 pet (128 kg/m3j, is permitted to be used. 2_3.5 Assembly E: 1, The flooring must consist of a double wood floor as de- scribed in Section 2,3.1, Assembly A, of this evaluation report, or of a single layer of 48/24 span-rated, tongue- PFC-4354 ^' and-groO',heathing (Exposure 1). When joists or trusses arb "sed in a roof-ceiling assembly, a single layer of square-edge, span-rated sheathing (Exposure I), complying WIth the code, is permitted to be used for roof sheathing. All butt joints of the sheathing must be located over framing members. 2. T JI joists or Open-Web trusses must be installed in accor- dance with this report, with a maximum spacing of 24 onches (610 mm) on center for f1oor-ceiling assemblies and a maximum spacing of 48 inches (1219 mm) on cen: tertor roof-ceiling assemblies. When the flooring consists of a double WOOd floor as described in Section 2.3,1, As- sembly A. of this report. the jOists or trusses may be spaced a maximum of 48 inches (1219 mm) on center. When T JI joists or Open~Web trusses are spaced more than 24 inches (610 mm) on center, the ceiling, including the resilient channels, musl be applied to stripping spaced 24 inches (610 mm) on center. The attachment of the ceiling membrane to stripping members must be simi- lar to the attachment of the ceiling membrane to the T JI joists or Open-Web trusses. The stripping must be nomi- nal 2-by-4 construction-grade Douglas fir lumber for spans of up to 5 feel (1524 mm), and must be attached to the T JI joist bottom flange or Open Web truss bottom chord using 10d nails. Stripping materials of equivalent strength and attachment are permitted when specifically approved by the building official. 3. Arry approved ceiling membrane that prOvides a minimum 4O-minutefinish rating must be used. Arr example of an approved ceiling having a 4O-minute finish rating is one that consists of two layers of 1/2-inch-thick (12.7 mm), Type X gypsum board complying wilhASTM C 36, a mini- mum of 4 feet (1219 mm) wide, installed perpendicular to the T JI joists or Open-Web trusses, as described in As- sembly B (Section 2.3.2 of this report). Substantiating data, including a report of the fire-endurance testing con- ducted in accordance with USC Standard 7-1 or ASTM E 119, must be fumished to the local building official, and must verify that a particular ceiling system meets the 4O-minute finish rating requirements. When the finish rating is to be determined, temperature pertorm.,ance--of r" . Q_~Je membranes must be in aceor- Gaooew~on 144 of UBC Standard 7-1. The finish rating is deMed in 'on 7.145 of UBC Standard 7-1. 2.3.6 Assembly F: 1. The floori st consist of a single layer of 48/24 span- .",Q';, .",;;gue-and-groove sheathing (Exposure 1), The flooring must be attached to the T JI joist top flange using AFG-Dl construction adhesive, and nailed using 8d com- mon nails spaced a maximum of 6 inches (152 mm)on center along the boundary and edges and 12 inches (305 mm) on center in the field. When used as a roof-ceiling assembly, a single layer of square-edge, .span-rated sheathing (Exposure 1), com- plying with the code, is permitted to be used for roof sheathing. Aft butt joints of the floor or roof sheathing must be lo- cated over framing m~...~.;....:.. 2, T JI joists must have nominal2-by-4 or larger flanges, and must be installed in accordance with this report. When used in a f100r-ceiling assembly, the joistspacing must not exceed 24 inches (610 mm) on center. When used in a roof-ceiling assembly, the T JI joist spacing is permitted to exceed 24 inches (610 mm) on center. 3. The ceiling membrane must consist of one layer of 5fa-inch-thick (15.9 mm), USG FIRECODE Type C gyp- sum board or Westroc Fireboard C gypsum board screw- attached to RC-l resilient channels spaced 16 inches (406 mm) on center, placed perpendicular to the T JI joists. The resilient channels are attached with t %-inch- Page 6 of 27 long (41.3 mm), Type S scre\ . t each joist. Two chan- nels are provided at each gypsum board butt joint, and ex- tend to the next joist beyond the longitudinal joints, The gypsum board must be fastened to the resilient channels using l-inch-tong (25.4 mm), Type S screws spaced 12 inches (305 mm) on center in the field and 8 inches (203 mm) on center at the butt joints. In roof ceiling assemblies in which T JI joists are spaced more than 24 inches (610 mm) on center, the ceiling, in- cluding the resilient channels, must be attached to strip- ping spaced 24 inches (610 mm) on center. The attach- ment of the ceiling membrane to the stripping members is similarto the attachment of the ceiling membrane to the joists. For spans of up to 5 feet (1524 mm), the stripping members must be minimum nominal 2-by-4, construc;- tion-grade Douglas fir lumber. The stripping must be at- tached to the bottom flanges of the joists using 1 Cd com- mon nails. Stripping materials of equivalent strength and attachment are permitted when specHically approved by the building official. 4. A layer of l'/2~inch-thick (38 mm), minimum 2'/2 pcf (40 kg/m3) , Thermafiber Sound Attenuation Fire Blankets or Fiberex-SAFB (Sound Attenuation Fire Batts), must be placed between the bottom flanges of the joists and the top of the resilient channels. The insulation material must be friction-fitted into place and supported by the resilient channels. 2.4 Assembly G: Two-hour Are-resistive Roof-ceiling or Floor-ceiling Assembly: See Figure 8 for details. When used as a floor-ceiling assem- bly over crawl spaces, the ceiling membrane is permitted to be omitted over the unusable crawl space. Additionally, floor- ing is permitted to be omitted where unusable attic space oc- curs above the following system, provided the requirements of Section 2,1.3.4 or Section 2.2.3.9 of this report are met: 1. The floor sheathing must consist of a single-layer of 48/24 span-rated, tongue-and-groove sheathing (Exposure 1). All butt joints olthe floor or roof sheathing must be located over framing members. . When TJI joists or Open-Web trusses are used in a roof-ceiling assembly, a single layer of square-edge span-rated sheathing (Exposure 1), complying with the code, is permitted to be used as sheathing. 2. T J I joists or Open-Web trusses must be installed in accor- dance with this report, wrth a maximum spacing of 24 inches (610 mm) on center,-Minimum TJI joist or Open- Web truss depth is 9'/4 inches (235 mm). 3, (Optional.) When insulation is used, it must consist of glass-fiber insulation with unfaced batts that are 24 inch- es (610 mm) wide by 48 inches (1219 mm) long by 3'12 inches (89 mm) thick. The insulation must be placed in the plenum and supported by stay wires spaced at 12 inches (305 mm) along the bottom flange or chord. 4. The ceiling membrane must consist of three layers of %-inch-thick (15.9 mm) Gold Bond Fire Shield G, Type X, gypsum board. The base layer must be applied per- pendicular to the joists or trusses, with end joints stag- gered, and must be attached directly to the bottom flange or chord using 1%-inch-long (41.3 mm), Type S screws spaced 12 inches (305 mm) on center along each joist or truss. Resilient channels, minimum No. 28 gage [0,016 inch (0.41 mm)], must be applied under the first layer of gypsum board, perpendicular to the joists or trusses and spaced a maximum of 16 inches (406 mm) on center. The channels are attached to the bottom flange or chord of each joist ortruss, respectively, using Is/B-inch-long (41.3 mm), Type S screws. The middle layer of gypsum board must be installed perpendicular to the resilient channels, with the end joints staggered, and attached to the resilient channels with l-inch-Iong (25.4 mm), Type S screws spaced . )1ches (305 mm) on center. The finish lay~. gypsum board must be Installed with edges and end joints staggered from the middle layer, and must be fastened to the resilient channels using ls/B-inch-long (41.3 mm), Type S screws spaced 8 inches (203 mm) on center. Joints olthe finish layer of gypsum board must be covered with joint compound and paper tape, and exposed screw heads must be covered with joint compound,. 2.5 Alternate Floor or Roof Systems: An alternate floor orroofdeck to Assemblies A. B, C, D, E and F, descnbed In Sections 2.3.1 through 2.3.6, and to the two- ~gur assembly described in Section 2.4, consists of minimum 120 span-rated sheathing (Exposure 1), over either T J I joists or Open-Web trusses spaced a maximum of 24 inches (610 mm) on center, With either l'/2-lnch-thick (38 mm) lightweight concrete or 1-inch-thick (25.4 mm) gypsum concrete overthe sheathing. When the T JI joists or Open-Web trusses are limit- ed to a maximum spacing of 20 inches (508 mm) on center a 3/4-inch-thick (19.1 mm) topping of gypsum concrete is per: ~T1Itted to be used. The gypsum concrete must be recognized In a current ICBO ES evaluation report, and the report must Include an evaluation for fire resistance that permits the re- placement of the floor systems with the sheathing and gyp_ sum-concrete system, 2.6 Sound Ratings: 2.6: 1 A:,sem~ly e, Option 1, STC = 50: Assembly B (de- scnbed .nSectlon 2.3,2 and shown in Figure 7 of this report) has a mmlmum sound transmission class (STC) rating of 50 when constructed with resilient channels spaced 16 inches (406 mm) on center to separate the ceiling membrane from the structuraHraming. This assembly has the following mini- mum Impact Insulation class (IIC) ratings when constructed With the corresponding additional materials described below: 1. IIC rating of 60: The floor covering must include a 40-ounce-per-square-yard (1.36 kg/m2j pad and a 56-ounce-per-square-yard (1.90 kg/m2j carpet. 2. IIC rating of 51: The floor covering must consist ofTarkett Acoustiflorsheetvinyl; the ceiling must consist of two lay- ers of s/B-inch-thick (15.9 mm), Type X gypsum board; ~d the bottom of the floor cavity must contain 3'/2-lnch- thick (89 mm) glass-fiber Insulation. 2.6:2 Assembly e, Option 2, STC = 58: Assembly B (de- scnbed InSectlon 2,3.2 and shown in Figure 7 o!this report) has a minimum STC rating of 58 when constructed both with resilient channels spaced 16 inches (406 mm) on center to separate the c~iling membrane from the structural framing, and WIth a "I,-Inch-thick (19.1 mm) floor topping of gypsum concrete recognized in a current evaluation report, This as- sembly has the following IIC ratings when constructed with the corresponding additional materials described below: 1. IIC rating of 54: The floor covering must include a 40-ounce-per-square-yard (1.36 kg/m2j pad and a 56-ounce-per~square-yard (1,90 kg/m2j carpet. 2. IIC rating of 54: The floor covering must consist ofTarkett Acoustiflor sheet vinyl; the ceiling must consist of two lay- ers of %-inch-thick (15.9 mm), Type X gypsum board; and the bottom of the floor cavity must contain 3'/2-inch- thick (89 mm) glass fiber insulation. 3, IIC rating of 50: The floor covering must be either Arms- trong VI OS or Armstrong Cambray sheet vinyl; the ceiling must consist of two layers of s/B-inch-thick (15,9 mm), Type X gypsum board; and the bottom of the floor cavity must contain 31/2-inch-thick (89 mm) glass fiber insula- tion. 2.6.3 Assembly D, STC = 59, lie = 54: Assembly D (de- scribed in Section 2.3.4 and shown in Figure 7 of this report) has an STC rating of 59 when the assembly is constructed with a 3/4-inch-thick (19,1 mm), topping of gypsum concrete recognized in a current evaluation report. This assembly has an IIC rating of 54, when the flo'""~overing includes a 4O-ounce-per-square-yard (1.36 kg/. . pad and a 56-ounce- per-square-yard (1.90 kglm2) carpet. 2.7 Identification: T JI prefabricated wood I-joists and Open-Web trusses are identified by a stamp indicating the product designation, eval- uation report number (ICBO ES PFC-4354), manufacturer's name (Trus Joist), plant number, production date, and name or logo of the quality control agency (PFS Corporation). 3.0' EVIDENCE SUBMITTED Data In accordance with the ICBO ES Acceptance Cr~eria for Prefabricated Wood I-joists (ACt 4), dated July 1996; reports of fire tests in accordance with UBC Standard 7-1 and ASTM El19; reports of sound transmission tests in accordance with ASTM E 90, E 413, and E 492; and quality control manuals w~h T JI joist and Open-Web truss manufacturing standards. 4.0 ANDINGS That the T J" Prefabricated Wood l-/oIsts and Open-Web Trusses described In thIs report comply wIth the 1997 Uniform Building Code M , the 1999 BOCA National Build- Ing Code, the 1999 Standard Building Code, the 2000 In- ternational Building Code- (IBC) and the 2000 Intema- rr....-"'t.,)O"+ tional Resid~'''''1 Code ~ (IRC), subject to the following conditions: 4.1 T Jljolsts and Open-Web trusses are designed In accordance with this report. 4.2 DrawIngs and design details verifying compliance with this report are submitted to the building offi- cial for approval. . . 4.3 Allowable design properties or unit stresses, or both, for T JI joists and Open-Web Trusses, and their fasteners, are permitted to be Increased for duration of load In accordance with the code. 4.4 Where one-hour or two-hour fire-resistive construction Is required, __.,~~ ..ctlon must com- ply with this evaluation report. 4.5 No cutting ot T JI joist fianges or Open-Web truss chords is permitted. 4.6 T Jljolsts and Open-Web trusses are produced at the Trus Joist plants Indicated In Table 10, with quality control Inspections by PFS Cw...w.~tlon (M-652). This report is subject to re-examination In two years. TABLE 1- TJI@ JOIST DESCRIPTION T JI Joist Serles Flange Flange Size Web Thickness Range of Joist Depths Grade Depth x WIdth (onches) (:....:I..o..ltl (inches) I 1. Perfonnance Plus OSS Web T J'" Joists I TJ...I100 (1) 1,5 1.375 x 1.75 318 9 1/2 - 11 7/8 I T JjlPro.... lOOTS (2) 1.5 1.375 x 1,75 318 91/2 -117/8 T Jj4PlPro.... 120TS (2) 1.55 1.5x 1.75 3/8 91/2-14 T Jj4PlPro.... 130TS (2) 1.5 1.375 x 2.3 318 91/2-16 T JjlPro.... 150 (1) 2.1 l,5xl,5 318 9 1/2 - 11 7/8 T JilBlIPJO.... 250 (1) 2.1 1,5 x 1.75 318 71/2-16 TjjllPlPJO.... 350 (1) 2.0 1.5x2,3 318 91/2-20 I T JjIPJO.... 550 (1) 2.0 1.5x3.5 7/16 91/2-20 I TJjIL60 I (1) 2.1 1,5 x 2.3 7/16 16 - 30 I TJjlIPlL65 I (1) 2,1 1.5x2,55 7116 91/2-30 I TJj/H60 :" ~ (1) 2.1 1.75 x 2.3 7/16 10 - 30 I TJjIL90 I (1) 2.1 1.5 x 3,5 7/16 16-30 I TJjIH90 I (1) 2.1 1,75 x 3,5 7/16 10-30 T JjIHOOX I (1) 2,1 I 1.75x3.5 I 1/2 10 - 34 2. P\ , . J Web TJl'III jolsls T JjlIPlPro.... 25P (1) 2.1 1,Sxl,75 318 91/2-14 j T Jj/Pro.... 350P (1) 2.1 1.5x2,3 15/32 117/8-16 I TJjllPlL45T (1) 2.1 1.5 x 1.75 318 71/2 -16 (8-24 TlIlleI") I T JjIL60T (1) 2.1 l,5x2.3 15/32 10 - 30 (8-30 TlIlleI") I T Jj/L90T (1) 2.1 l,5x 3,5 15/32 8 - 30 i8-30Taper) For 51: 1 inch = 25.4 mm (1) = Microllam8 LVI.. (2) = TlI11b~,3~g,,~ LSL Page 8 01':<'/ TABLE 2 -PROPERTIES FOR TJIJOIS, , BASIC PROPERTIES - - . -K~"" lUN ~K6PERTiE5 Joist Joist Resistive Vert. EI K ~NU K~(; liON (lbS.) IN:I:~RMEDIA-r'E REACTION (Ibs,) Depth Weight Moment Shear x 10' 1-314" I 3-1/2" Nails 3-1/2" 5-114" I Nails (in.) (pl~ (ft.-lb..) (lb..) 1bs._1n.2 Req'd. $-1/4" (T) 7" (T) Req'd Bearin9 Length BearinG len!:lth Bearing LenQth Bearing LenQth Web Stiffeners I Web Stiffeners Web Stiffeners Web Stiffeners l I NO I YES L NO I YES NO I YES NO I YES I I TJII100 I 9-112 2.1 2005 I 1045 I 12J 1451 855 L NA ['04' NA NA 1/15 NA 2190 NA NA 11-7/8 2.4 2660 1325 210 4,5 855 1120 J..3~ 1325 3-8d 1715 2070 2190 2545 3-8d I T Jl/Pro 1UU Il; I 9-112 2.3 2005 I 1120 I 123 14.51 1120 L NA ['120 I NA L~ 2340 NA 2900 NA NA 11-7/8 2.5 2660 1420 210 4.5 1120 1120 _'_~~Q 1420 2340 2480 2990 3345 3-8d I TJIIPro l~UI:S I 9-112 2,4 2570 I 1120 I 141 1451 1120 I NA /'120 NA NA 2480 NA 2900 NA NA 11-7/8 2.7 3430 1420 246 4.5 1120 1120 1420 1420 3-8d 2480 2480 3475 3600 3-Sd 14 2.9 4205 1710 368 4.5 1120 1120 1615 1710 3-Sd 2480 2480 3475 3600 3-Sd TJIIPro 130TS 9-112 2.7 2680 1120 161 4.5 112& NA 1120 NA NA 2660 NA 2900 NA NA 11-7/8 3.0 3555 1420 273 4.5 1200 1420 1420 1420 3-8d 2660 3020 3315 3670 3-Sd 14 3.3 4345 1710 400 4,5 1200 1505 1615 1710 3-Sd 2660 3020 3315 3670 3-Sd 16 3.5 5095 1970 546 4.5 1200 1505 1615 1970 3-8d 2660 3020 3315 3670 3-Sd I TJl/Pro 150 I 9-112 2.0 2730 1120 160 14.51 945 I NA 1"20 NA NA 1895 NA 2440 NA NA 11-7/8 2,3 3620 1420 276 4.5 945 NA 1420 NA NA 1895 NA 2440 NA NA I I JUPro 250 7-112 2.0 2335 llW 103 4.5 860 NA """ NA NA 2030 NA 2225 NA NA 9-112 2.2 3210 1120 195 4,5 1015 NA 1120 NA NA 2030 NA 2575 NA NA 11-7/8 2.5 4260 1420 319 4.5 1015 1120 1420 1420 3-8d 2030 2385 2575 2930 3-8d 14 2.8 5210 1710 474 4.5 1015 1120 1560 1710 3-8d 2030 2385 2575 2930 3-Sd 16 3.0 6075 1970 653 4.5 1015 1120 1560 1915 3-8d 2030 2385 2575 2930 3-8d T JIIPro 350 9-112 2.7 3745 1120 231 4.5 1120 NA 114:.0 NA NA 2320 NA 2870 NA NA 10 2.8 4010 1185 261 4.5 1160 1185 1185 1185 3-Sd 2320 2680 2870 3065 3-Sd 11-7/8 3.0 5000 1420 395 4.5 1160 1420 1420 1420 3-8d 2320 2680 2870 3225 3-8d 14 3.2 6135 1710 584 4.5 1160 1505 1615 1710 3-8d 2320 2680 2870 3225 3-8d 16 3.5 7205 1970 801 4.5 1160 1505 1615 1970 3-Sd 2320 2680 2870 3225 3-Sd 18 3.7 8000 2155 1057 4,5 1160 ,-1505, 1615 1117~ 3-8d 2320 2680 2870 3225 3-8d 20 3.9 9040 2165 1354 4.5 1160 1505 1615 ~97 3-8d 2320 2680 2870 3225 3-8d T JIIPro 550 9-112 3.8 5745 1675 348 5.3 1400 NA 1675 NA NA 3355 NA 3970 NA NA 10 3.9 6150 1720 394 5.3 1400 1715 1720 1720 2-16<1 3355 3670 3970 4285 2-16d 11-7/8 4.2 7675 1925 593 5.3 1400 1875 1885 1925 3-16d 3355 3830 3970 4445 3-16d 14 4.5 9420 2125 874 5.3 1400 1875 1885 2125 3-16<1 3355 3830 3970 4445 3-16d 16 4.7 11065 2330 1192 5.3 1400 1875 1885 2330 3-16<1 3355 3830 3970 4445 3-16d 18 5.0 12285 2535 1566 5.3 1400 1875 1885 2360 3-16<1 3355 3830 3970 4445 3-16<1 20 5,3 13885 2740 1998 5.3 1400 1875 1885 2360 3-16<1 3355 3830 3970 4445 3-16d TJIIL60 16 3.7 8015 2330' . 847 5.3 . 1315 1505 ldll5 2330 6-8d 2625 3330 3245 3990 6-8d 18 4.0 8825 2535 1119 5.3 1315 1505 1885 2535 7-ad 2625 3330 3245 4115 7-Sd 20 4.3 9905 2740 1437 5.3 NA 1505 NA 2740 8-8d NA 3330 NA 4235 8-8d 22 4.5 10985 2935 1801 5.3 NA 1505 NA 2935 9-Sd NA 3330 NA 4360 9-8d 24 4.8 11635 3060 2214 5.3 NA 1505 NA 3060 1O-8d NA 3330 NA 4485 1ll-8d 26 5.1 12680 . 2900 2678 5.3 NA 1505 NA 2900 "-Sd HA(7) 441D HA(T) 5225 11-ad 28 6.4 13725 2900 3196 5.3 NA 1505 NA 2900 12-8d HA(T) 4735 HA(T) 5350 12-Sd 30 5.6 14nO 2900 3769 5.3 NA 1505 NA 2900 13-8d HA 17/ 4fU() HAm 5475 13-8d TJIIL65 9-112 3.0 4715 1675 268 5,3 1390 NA 1675 NA NA 2780 NA 3395 NA NA 10 3.1 5040 1720 303 5.3 1390 1680 1720 1720 3-8d 2780 3150 3395 3765 3-8d 11-7/8 3.4 6260 1925 1159 5.3 1390 1680 1885 1925 3-8d 2780 3150 3395 3765 3-8d 14 3.7 7655 2125 678 5.3 1390 . 1680 1885 2125 5-Sd 2i80 3400 3395 4015 8-8d 16 3.9 8935 2330 930 5.3 1390 1680 1885 2330 6-Sd 2780 3525 3395 4140 6-8d 18 4.2 9835 2535 1227 5.3 1390 1580 1885 2535 7-8d 2780 3650 3395 4265 7-8d 20 4.5 11 040 2740 1572 5.3 NA 1680 NA 2740 8-8d NA 3720 NA 4385 8-8d 22 4.8 12245 2935 1967 5.3 NA 1680 NA 2935 9-8d NA 3720 NA 4510 9-8d 24 5.0 12975 3060 2414 5,3 NA 1680 NA 3060 1~8d NA 3720 NA 4635 10-8d 26 5.3 14140 2900 2915 5.3 NA 1680 NA 2900 11-Sd HA (7) 4760 HA (7) 5380 I1-Sd 28 5.8 15305 2900 3473 5.3 NA 1680 NA 2900 12-Sd HA(7) 4885 HA(T) 5505 12-&1 30 5.8 16465 2900 4089 5.3 NA 1680 NA 2900 13-Sd HAI7/ 5005 HAm 5625 13-8d PFC-4354 .^. ,- TABLE 2 - CONTINUED Page 2 BASIC PROPERTIES REACTION PROPERllES Joist Joist . __. VerI. EI 'K ENO REACTION J!bs.) INTERMEo>IAlC REACTION Obs.l DepIh WeIght Moment Sh.... .10' 1-314' I ),1/2'" I Nab ~112' 5-114' Nails (In.) (pit) (1l.-Ibs,) (II>o.) Ibs..1n.2 Req'd. 5-114" {7} '1"{7} Req'd Bearing Leng1h se~ Lon9f!> . Sea ' seari Le Web ~ I Web Stiffeners I Web Stitrenars Web S_.... NO I YES ..L NO I YEs NO I YES I. NO I YES rJIIH80_._ . 10 I 3.2 5000 1720 300 5.3 1400 1505' 1141 ,,"" ;Hl(j :lJ35 3335 <1090 4<lSO - 11-7/8 3.4 6260 1925 456 5.3 1400 1505 1885 1925 - 3335 3335 <1090 . .f46O - 14 37 1695 2125 619 5.3' 1400' lS05 1885 21~ 5-&1 3335 3335 4090 4710 5-&1 16 4,0 9055 2330 934 5.3 1400 1505 1885 2330 6-8d 3335 3335 <1090 4ll3O 6-8d 16 42 10010 2535 1236 5.3 1400 1505 1885 2535 7-l1d 3335 3335 <1090 4840 7-l1d 20 4,5 11340 2740 1581 5.3 NA 1505 NA 2140 6-8d NA 3335 NA 4840 6-8d 22 4,8 1~90 2935 1989 5,3 NA lS05 NA 2935 - NA 3335 NA 4840 9-8d 24 5.1 13350 3060 2444 5.3 NA 1505 NA 3060 10-&1 NA 3335 NA 4840 10-&1 26 5,3 14555 2900 2955 5.3 NA 1505 NA 2900 11-l1d NA(7} - NA {7} - 11-l1d 28 5,6 15760 2900 3523 5.3 NA 1505 NA 2900 12-l1d NA(7} -. NA(7} - 12-l1d 36 5,9 16965 2900 4151 5.3 NA 1505 NA .u~ 13-lld NA(7} - HAm - 1_ l'JIIl.!IO 16 4.1 12425 2330 12-18 5.3 1400 2030 1885 2330 4-18d 3355 3985 3910 4605 4-18d 18 5.0 13680 2535 1635- 5,3 1400 2030 1885 ~15 4-18d 3355 3985 3970 4605 4-18d 20 5,3 15360 2740 2085 5.3 NA 2190 NA 2615 6-18d NA 4145 NA 4160 5-18d 22 .5,8 11040 2935 2597 5,3 NA 2345 NA 2830 6-18d NA 5090 NA 5710 11-18d 24 5.8 18060 3060 3112 5.3 NA 2345 NA 2836 6-18d NA 5195 NA 5025 13-18d .26 &1 19680 2900 3814 5,3 NA 2345 NA 2900 7-18d NA(7} - HA(7} - 14-18d 28 U 21300 2900 4525- 5.3' NA 2345 NA 2900 6-18d HA(7} 5100 HA(1J - 15-18d 36 8.6 22925 2900 ~- 5.3 NA ~L uNA 2900 @o1&!. .1!M!L - .1!M!L - 17-18d r ",,"W 10 4,3 n60 1120 463 5.3 1400 1715 1120 1120 2'18d 3495 3610 4100 4420 2-18d 11-T/8 4,6 9730 1925 887 5.3 1400' 1715 1885 1925 2-18d 3495 3810 4100 4<120 2-18d 14 4.9 11975 2125 1015 5.3 1400 1815 1885 21~ 3-18d 3495 3970 4100 4575 ).18d 16 5.2 14100 2330 1389 5.3 1400 2030 1885 2330 4-18d 3495 4130 4100 4735 4-18d 18 5.4 15885 2535 1821 5.3 1400 2030 1885 2535 4-18d 3495 4130 4100 4735' 4-18d 20 5.7 17810 2740 2331 5.3 NA 2190 NA 2740 5-18d NA 4285 NA 4690 5-18d 22 6.0 19625 2935 2904 5.3 NA 2345 HI'. 2935 6-18d NA 5195 NA 5840 11-18d 24 6.3 20810 3080 3549 5.3 NA 2345 HI'. 3080 6-18d NA 5195 NA 6155 13-18d .26 6.5 22695 2900 4268 5.3 NA 2345 HI'. 2900 7-18d HA(1J - HAm - 14-18d 28 8.6 24580 2900 S059 5.3 NA 2345 HI'. 2900 &-18d HAm - HA(1J - 16-18d 30 7,1 28465 2900 5930 5.3 NA 2345 HI'. 2900 &-18d HAm - HAm - 17-18d TJIIH90X 10 4,5 nso 2345 455 6.0 1800 1920 2150 2345 2-18d 3995 4320 4690 5010 2-18d 11-7/8 4,6 9710 2555 690 6.0 1800 1920 2150 2475 2-18d 3995 4320 4690 5010 2-18d 14 5.1 11955 2195 1022 6.0 1800 2080 2150 2635 3-18d 3995 4480 4690 5170 3.18d 16 5,4 14075 3020 1400 6,0 1800 2240 2150 2195 4-18d 3995 4640 4690 5330 4-18d 16 5,7 15655 3245 1845 6.0 1800 2240 2150 2795 4-18d 3995 4640 4690 5330 4-18d 20 8.0 17640 3470 2359 &0 NA 2345 HI'. 2955 5-18d NA 4800 NA 5495 5-18d 22 8.3 19585 3700 2943 6.0 NA 2345 NA 3120 &-18d NA 5195 NA 8460 11-18d 24 8.1 '2aT70 3925 36D2 6.0 HI'. 2345 HI'. 3120 6-18d NA 5195 NA 6760 13.18d 28 7.0 22650 41SO 4337 8.0 NA 2345 HI'. 3280 7-18d HAm - HA(1J 7B3$ 14-18d 28 7.3 24535 4375- 5151 6.0 NA 2345 HI'. 3440 &-18d HA(1J 71011 HAm 779!1 16-18d 36 7.6 28415 .4375 6047 6.0 HI'. 2345 NA 3440 &-18d HA(1J 7425 HAm 8120 17-18d 32 7,9 28300 4375 102ll 8.0 HI'. 2345 NA 3600 9-18d HA(1J 7!U11 HA(1J 8280 16-18d 34 6.2 30180 4375 8092 6.0 NA 2345 HI'. 3600 9-18d HAm 7!UII HAm - 19-18d T Jl/Pro 25P 9-112 2.2 3200 805 In I i~ I 805 11~ll~1 NA NA 1905 NA 2085 1=1 HI'. 11-7/8 2.4 01245- 990 300 950 990 - 1905 2280 2415 - 14 2.6 5190 1180 440 2.7 950 1160 5-&1 1905 248D 2415 5-&1 T JIIPro 350P 11-7/81 3.1 5810 1420 402 r-41 122511420 11420 1420 - 2450 2830 3025 ISI - 14 3.4 8855 1825 591 3.4 1225 1505 1625 1625 5-&1 24SO 3065 3025 5-&1 16 3.8 7995 1830 '806 3.4 1225 1505 1800 1830 6-8d 2450 3210 3025 5-&1 Page 10 of 27 7-1/2 9-1/2 11-7/8 14 16 18 20 22 24 8 10 11-7/8 14 16 18 20 22 24 26 28 30 8 10 11-718 14 16 18 20 22 24 26 28 30 ForSI: TABLE 2 - CONTINUED Palle 3 I . F<lfAC'fUJN ..KU;:'';;r{'IIES K I ENO i<01';OON J bO,) INTERMEDIATE REACTION (Ibo.) I 1-314- 3-112- I Nails 3.112- I ~1/4" I Nails Req' 5-114- (T) 7" (T) Req'd Be~ri!!9 lenqlh Bear!!9 lenqlh d. BeaM.!! length Bearing lenqlh I Web SUlleners Web SUlleners I Web SlifIeners Web SUlleners I t NO tYES NO IYESI NO I YES NO IYESi TJI/L45T NA 610 NA 805 990 990 1120 1160 1120 1315 1120 NA 1120 NA 1120 NA 1120 NA T JIIL60T NA 1015 1215 1215 1420 1420 1505 1625 1505 1800 1505 1800 1505 NA 1505 NA 1505 NA 1505 NA 1505 NA 1505 . NA TJIIL90T 3.6 5190 1160 237 3.4 IlA 1180 NP. 1180 NA 3055 3.9 6990 1380 405 3.4 1380 1380 1380 1380 2-16d 3125 4.1 6690 1575 607 3.4 1500 1575 1575 1575 2-16d 3125 4,4 10630 1770 687 3.4 1500 1770 1770 1770 3-16d 3125 4.7 12405 1970 1204 3.4 1500 1970 1970 1970 4-16d 3125 4.9 13660 2165 1574 3.4 1500 2140 2020 2165 4-16d 3125 5.2 15340 2360 1997 3.4 NA 2305 1120 2360 5-16d NA 5.4 17015 2555 2475 3.4 NA 2305 NA 2555 6-16d NA 5.7 18030 2750 3011 3.4 NA 2305 NA 2750 6-16d NA 6.0 19650 2950 3604 3,4 NA 2305 NA 2950 7-16d NA (T) 6.2 21270 3030 4257 3.4 NA 2305 NA 3030 8-16d NA (T) 6.5 22690 3115 4971 3.4 NA 2305 NA 3115 8-16d NA (T) inch = 2".4 mm, 1 pI! = 14 5( N1m. l11.-lb. = f.356N:. n, 1Ib.-,".~ = 2.87 kN-mm:r- Joist Depth (in.) BASIC PROPERTIES Joist Resistive Vert. Weight Moment Shear (pin (ft.-Ibs.) (lbo.) EI x 10' Ibs.-In,~ 1,9 2.2 2.4 2.6 2.8 3.0 3.2 3.5 3.7 2330 3200 4245 5190 6055 6665 7480 8295 8785 100 177 300 440 598 783 996 1238 1509 640 I 605 990 1160 1315 1470 1625 1360 1350 2.6 2.9 3.1 3.4 3.6 3.9 4,2 4.4 4.7 4.9 5.2 5.5 3360 4515 5610 6855 7995 8805 9680 10960 11610 12650 13690 14735 1015 1215 1420 1625 1630 2030 2235 2440 2645 2775 2900 2900 155 267 402 591 BOB 1058 1349 1660 2052 24S8 2928 3434 FOOTNOTES FOR TABLE 2 1. Refer 10 Figure 1 for web stiffener details, 2. De1leclion Is calculated as follows: 4 :2 Uniform load: <\ _ 22.5Wl + 12~" EI Kdx1u- VVhere: P . W = Concenlrated load, pounds. Uniform load in pounds per lineal fool . 2.7 . 2.7 2.7 2.7 2.7. 2,7 2.7 2.7 ,2,7 , 610 805 950 950 950 NA NA NA NA NA 1215 1420 1625 1830 2030 2235 2440 2845 2775 2900 2900 NA NA 990 1160 1315 1470 1625 1350 1350 NA NA 3-ad 5-8d 6-ad 7-8d 8-ad 9-ad lO-ad 1655 1905 1905 1905 1905 NA NA NA NA 24!SO 2450 2450 2450 2450 24!SO NA NA NA NA(T) NA(T} NA (T) L K NA 2830 2830 3085 3210 3335 3335 3335 3335 4420 45!10 4615 NA 3450 3450 3610 3770 3770 3930 4895 5195 IS9DII - 6230 . 36PL3 24PL Concentrated Ioadal midspan: <\ = - + 5 EI Kdx10 NA NA 2260 2480 2480 2480 2460 2480 2480 2b;,!5 3025 3025 3025 3025 3025 NA NA NA NA(T} NA (7) NAm 3055 3570 3700 3700 3700 3700 NA NA NA NA (7) NA (7) NA(7) 1655 2085 2415 2415 2415 NA NA NA NA NA 3145 3405 3660 3785 3915 4040 4165 4295 4995 5125 ~ NA 3570 4025 4165 4345 4345 4505 !U70 5795 !l9DD 1010 8230 = Clear span in feet From table. NA NA 2560 2730 3095 3250 3370 3175 3175 NA NA 3-8d 5-8d 6-8d 7-ad 8-8d 9-&1 11l-8d , 3.4 . 3.4 3.4 3.4 3.4 3.4 3,4 3.4 3.4 3.4 3.4 3.4 1015 1215 1225 1225 1225 1225 NA NA NA NA NA NA NA 3-8d 3-8d 5-8d 5-8d 7-ad 8-8d 9-&1 lo-Be1 11-8d 12-ad 13-ad d = EI = Out-to-oul deplh of joist. inches. From table. = NA 3-8d 3-8d 5-ad 6-Be1 7-8d 8-8d 9-&1 11l-8d 11-8d 12-8d 13-8d NA 2-16d 2-16<1 3-16d 4-16d ....,6<1 5-16d 11-16d 13-16d 14-16<1 15-16d 17-16d 3. The staled allowable design properties are for loads of norm~1 duration. Adjustments 10 Ihe allowable design values .hall be in accordance with the applicable code, . 4. Interpolation between bearing lengths'and joist depths is permitted for allowable des;gn reactions. 5. The minimum bearing length is permitted 10 be reduced for joists supported by hangers W supplemental nail attachment is provided 10 the web stiffener. 6. Allowable bearing lengths have been determined based on Trus Joist products. Allowable bearing on supporting members must be clll,i:l<ed, 7. Areas indicate allowable bearing reactions for 5-114-lnch and 7-inch bearing lengths at Intermediate suPPOrts. 8. Joist weights shown are calculated on a rational basis, are based on the heavier of eastern or western species products and are suitable for dead load calculation. Conlactlhe producing plant for shipping weigh1 information if needed. rl,",-'~ r--- TABLE 3 . CHORD SEe: )N PROPERTIES AT PIN LOCATIONS " OPEN-WEB TRUSSES Netr- "'j. . al19 Percent Net Area Nominal Member Moisture Pin llilImeter Ca. '. ".,:00 Net Area Tensla/l Section Modulus Size (inches) (In inches) On Inches) (square inches) (square inches) (cubic inches) rJL I AtPP 0 T;::: (1) ~ ChOrd file 318" 5/8" e . Material (Z) Pin Pin r I~aml A1~ 2300 2300 2100 12300 2100 NA NA -L~ @t I 2100f I Par & T /1945 1860 1460 11600 1460 1850 1.8E !5}_ _ P 1860 1770 1150 I 20400f Par & T 12250 2150 1650 1925 11650 21-40 2.0E (5) P 2150 2050 2030 2700f Par & T 12550 24-40 ,-2150 2200 11900 2<125 2.2E (5) P 24-40 2325 2300 ~~- ~=- NA 1610 1610 I NA I NA I NA_ 1. At PP is used at drilled 8/..as. 2. Par = parallel profile. T = tapered prolife. P = pitched profile. 3. Far panel palnl_..~..~ less than 2.. Inches an center, _an stress shall be reduced 10 2100 psi. ... 3000 psi Is es1abished far a 12 Inch deep ,. ., .' . When used an edge values far alher depths shauId be adjusted by multiplying by (121d)O.136. . 5. Species used are Douglas fir-larch, soulhem pine, hem-fIr, spruce-pine-fIr, and Englemann spn.... :. ~~ 0,0018 pine. 6. Stress "'-" is far chard material used an edge, When leaded f1atwlse, Fb is permitted 10 be iK:reased 18 percent, 7. TJL anIy. 8. Value",-" Is far thicknesses up la 3-1/2lnches. Far Sf: 1 psi = 0,00689 MPa, one2x4 1-1/2 x 3-1/2 I 318 I ~.8!' I 3.66 ' I 1.20 ane2x" 1-112 x 3-1/2 SIll :S.Ja I 2.73 ' 1.09 TJH two2x6 I 1-112 x 5-112 I 31" I 16.50 I 1...25 l 15.09 two2x6 1.112" 5-1/2 11'" 16,50 .12.75 1".95 TJM two2x" I 1.112 x 3-112 I 5/8 I 10-.50 I 8.62 I 6.09 two 2 x.. 1.112 x 3-112 1 10.50 7.50 5.98 TJVV ane2x5 I 1-112 x +31-4 I 318 I 5.06 I 5,06 I 1.67 ane2x5 1-112 x +31-4 5/8 3.83 3,83 1.56 TJS 2.'''' : ;",", l 1.112 x 2.30 I 1/2 l. 5,40 I 5.40 I 2.62 2 members 1-112 x 2.30 31.. ".65 ".65 2.56 For 81: 1 Inch " 25." mm, 1 square Inch "&45 "'""', 1 cubic Inch = 18387 "'"'" 1. The net area slated In the table far T JL and T JM trusses assumes a rout width large enough 10 accom ".:~'" two web mambers. When bridging clips are to be . ._. . ..aled. the net 8T88 In com. ,.~:.,. or tensIan shall be reducedtoac:countforthel"., "cIlp~.:~.....J. . TABLE 4 - ALLOWABLE CHORD STRI!SSES (pounds.. ~.._quafe..lnchl Tension Tension. :'i'e~ I C.....,,.. ....,..,;on: CoI'npretsion TJL TJH, TJM, TJVV Parallel to Parallel to Grain, TJS Grain. TJL, TJVV TJH. TJM, TJS At 0 PP I (1) h At PP (1) AtPP (1) o t h a r o I h e r A1PP (1) 3111' 5/8" Pin Pin o I h ~ I~" 5/8' Pin e r INAI3OOO1 ~~ 11460 11700 J = 11650 11925 ~ /2150 12500 1610 11610 12~ I 2550 NA NA NA I 1700 2100 1940 1700 I 2100 1940 1925 20430 12245119251 20430 22..5 2500 = I = 2200 I ~ NA 12000 2000 I . Extreme . Fiber In Bending MOE X 106 3OOOt;'06 (4){61 2100 1.6 (6) 2400 "2.0 (II! 2700 (6) 2620 (8) 2.2 11.55 Page 12 or 2f I 314 11.0 11.0 110 11.0 11.0 11-1/8 11.1/8 '1.1/4 11.1/4 '1.1/4 11.1/4 11.112 11.112 2.0 Tube Dia. (in.) 1.318 1.112 2.0 Ga. Wall I Thick. ness On,) 119 120 119 118 116 114 118 113 119 18 10.042 I 0,035 I 0.042 I 0,049 10.065 I 0.083 10.065 I 0.095 10.042 I 0.049 I 0.065 I 0.083 10.065 I 0.065 10.083 10.095 0.065 16 114 116 116 114 113 116 114 TABLE:. ALLOWABLE LOAD ON WEB MEMB,-.S (pounds)' TJL OPEN.Wt:t:1 I KU55ES TJNI Load I Condo I I 318" Pin/IJr I Tension I 1015 Bearlng .' lli502 I ~:~~~ I 900 s;:a1 I Tension I 127~ Bearin.!! '275 (391 'Tension I 14110 Bearlng, 1490 (391 I Tension I 1975 Bear~ 1975 (381 I Tens.ion I Bearing Tensjon I. Bea~i!'!Q Tension I Bearing Tension I Bearing Tension I Bear1n9 Tension I ~ar~ Tension I Bearing Tensk>n I Bearin9 Tension I Bearlng Tensk>n I Bearlng, Tension Bearlna Tension Bearlng 0.083 Tension I Bearing . 12.0 113 I 0,095 ='; I For 51: 1 inch = 25.4 mm, llbf. = 4.448 N 1. Allowable load values for web members In compression shall nol exceed the values set forth above and shall be further reduced where Ur controls or where allowable wood ~ "~,~.= controls as set forth in Table 6. 2. Ur controls at any manufactured:jength. TJH 518" Pin (Ur) 1.1/4" 5/8" I" Pin (Ur) Pin (Ur) Pin CUr) I 314" Pin (Ur) , I 1100 I 900 (43) I '530 I 275(39") I 1800 I 490(391 I 231U I 370(351 I 3025 I 025(341 I 2310 I 370 (42") 18~fa9") I I I I I I I I 11:O~541 I I I I I I I 3950 I U:l:!5 I 950 (76") 060 (641 I 5050 I 1950 050 (761 J60 (641 I 5no I' 9000 no (76") 200 (661 TJW , I 112" 3/4" I Pin (Ur) Pin cUr) . I I I I TJS 318" I Sl8" Pin CUr) Pin (Ur) I I I I I I I 1275 I 1530 I 2079 I 275.(39") 275 (39") 079 (161 I 1490 I 1800 I I 490 (39") 490 (391 , 1975 I 2370 I I 975 (381 370 (351 . I 1~~~11 I I 19T5 I 2370 I I 975 (-46") 370 (42") I 1~~11 , I I I o;g~:a1 I I I I I I I I I I I I 3290 '3740 I I 290 (0441 290 (0441 32!lU I 04430 I " 290 (521 550 (50") 1:50") I I I~~I I I I I I I I I I I I I I I I I I 1 I , I I J I I I I I 3290 I 630 (36") I I I I I I I I 2602 31182 , 3217 I 3901 217(341 48262 I 4108 I 4854 108 (341 61622 I I I 3217 4036 I 217 (541 828 (281 I "108 5154 108 (50") 162 (281 I I I I I I 1 I r. _.....~;:)Oot TABLE 6 -AL('NABLE PIN BEARING LOADS ON C '.'-. _. .RD MEMBERS1 Allowable Load (pounclsj, Open.WebTrusses ~ Chord Angle of TJL TJW l TJS I TJM TJH Material Load 10 PIN DIAMETER. inches Grain 318 518 318 518 1/2 3/4 518 1 31<4- 1.1/4 MSR'" I Pe~1ar .' 720 720 855 1.075 NA NA 970 1,300 1,080 1,620 I paraftel3 1..350 2.940 1,975 3,990 NA NA 2,500 4,800 3,360 6,040 MicroIlam' i Pelllel1Cficular 500 500 NA NA 1,130 1,130 1,560 1,695 1,795 2,315 LVl I Pa~' 1,200 1.850 flA NA 1,910 3,940' 2,940 5.620 3,940 6,360 TimberStrand j P8fJleIlciicular NA 850 NA 1,200 NA NA NA NA NA NA L5L I Pal'lllleP I NA 2,300 NA 3,120 NA NA I NA NA NA NA For 51: 1lbl. = 4.40\8 N, 1 inch = 25.4 mm 1. Values are permitted to be 1n..N. J forduralion of load up to 133%. 2. Values are for Douglas fir-larch. southern pine, ~fir. spruce-plne-fIrand Engiemann $pn... ;. ~~-,>oIe pine (1.BE or higher), 3, ParaDe' values are valid for end diStances of rr or greater for T JL and T JW Open-Web ~ and 12 pin diameters or greater forT JS. TJM and T JH trussa. TABLE 7 -ALLOWABLE REACTIONS FOR STANDARD BEARING CUPS Open-Web Truss' Series Detail' Max. Reaction' (j)Ounds) 2,910 2,910 3,000 2.300 3,290 3,5205 3,6655 4.510 9,200 9,200 12.470 4,330 7,390 8.310 7,610 6.500 4.300 5,880 5,390 5.390 Bearing Area' . (sq./n.) 7,0 7.0 6.25 5,2 8,2 11.8 14.5 9.7 23.6 29.3 24.1 10.4 20.3 21.9 15.8 20.6 14.5 13.1 16,2 13.8 L.2 L-1 L-3 L-4 L-512,254 L-513.254 L-5I4.00' L-6 H-1 H-2 H-3 M.1 M-2 M-3 M-4 M-5 W-1 W-2 60-1 60-2 For 51: 1 Ibl, = 4,40\8 N, 1 square Inch = 645 rnrn'! 1. OelaIls are .:'.. .. J 10 FIgUre 6. 2. Maxi/I'iUm reactions are abeoIuIe Hmltnnd shaH not be increased, Also see FoolnoIe 3. 3. EtJecllve area Is In square inChes and sha8 be used 10 determine allowable reactiOns based on allowable .. ,. .., sion , . ,_ .~..IIar to grain of the plate. 4. 2.25". 3,25" and 4.00" are minimum distances from pin to end of c;hord, 5. WheIe run bearing exi$ls (no bearing error), the maximum a1lo....able.. ." . . reaction Is ," :", J to be :..~ "'0 ad to 3,780 pounds and 3.930 pounds for the L-513.25 and L-514.00 clips, respectiVely. TJL TJH TJM ,- TJW TJS Page 14 ot 27 TABLE 8 . ALLC. ..ABLE REACTIONS FOR FLUSH-MO..,.T BEARING CLIPS'"'' 405 BASED ON I ALLOW- ABLE STEEL BEARING STRESS Allowable Reaction Load (Ibs) 3745 I 4015. 3745 4015 4835 5220 555 600 OPEN-WEB TRUSS . SERIES BASED ON ALLOWABLE WOOD BEARING STRESS (DSil I TJLTM I 3125 TJ~ I 3125 TJSTM I 3995 For 51: llbf. = 4.448 N, 1 psi = 0.OO6S9 MPa 1. A maximum overhang of ~ inch is allowed for all flush-mount bearing clips. 2. For flush-mount bearing clip details refer to Figure 8. 3 The connection strength of the flush-mount bearing clip to the truss chord, in tension, along lhe top ctIord axis to resist seismic or wind forces is as follows: TJL"" = 2,000 Ibs. (8,895 N) at 133 percent duration of load (DOL) TJWOA = 2,700 Ibs. (12~010 N) at 133 ,............... DOL TJS""" = 3,000 Ibs. (13,345 N) al133 percent DOL. . With or without top chord nailer. 5210 5210 7310 TABLE 9 - T JS"" OPEN-WEB TRUSS.SHEATHING NAILING PATTERN 24" o.c. maximum in each chord member Closest On-Center SpaCing Allowable for Nails in a Row Nail Size Nail Type Nail Gage Nailin9 pattern to be in accordance with the approved plans and s~~..::_:_..~. In no case shall nail spacing be greater than 24 inches on center in each chord member, Nalls shall not be less than 8d (2 l/2-inch) or greater than 16d (3 1/2- inch). Nail Spacing Box 11-1/2 4" o.c. Common 10-1/4 6" o.c. Box 10-1/2 6" o,c. Common 9 6" o.c. Box 11>-1/2 6" o.c. Common 9 6" o.c. Box 10 6" o.c. Common I 8 I S" o.c. I Note: If more than one row Is used, the rows must be offset at least 112" . Sd lOd l~d 16d For 51: 1 inch = 25.4 mrn Product 'Claresholm Eugene, Alberta, CN Oregon TABLE 10 - MANUFACTURING LOCATIONS Chavies. . Valdosta, Natchilolches, Chino, Delaware, Hillsboro, Kentucky G.A. LA CA Ohio Oregon (East Kentuck (Lowndes Plant) County) I T JI Joists ^ ------- - -..- ----- X X X X X I Open-Web l Trusses X X X X Castleberry, Slayton, AL Oregon (Evergreen Plant) X X . . ......----y~oJ... ?""8LE 11-PROPERTlES FOR USE IN SECTION 2~ 1 TJI JOIST SERIES~ T" JOIST DEPTH ~ncl.oo) I V12 K TJI/100 :dl'/S I 1,325 13.25 TJIJPro 150, TJIlPro lOOTS '" 11"'1. 1,420 14.2 TJI/PrO 250, TJIlPro 350, & I I TJI/Pro 1=, TJI/PTO 130TS .16 1,420 14.2 TJI/Pro 250P. TJI!L4Sf I .16 I 990 9.9 TlI/Pro 550, TlI/L6O, TlI/II60, I I TJl/L6s TJIIL9O. TJI/H90 ",24 1,925 19.25 Tl1!Pro 3SOP & TJJ/L6OT I .24 , 1.420 14.2 TJIJL90T I .24 I 1,575 15.75 TlI/II90X I ",24 I 2,555 25.55 For SI: I inch = 25.4 mm. lib, = 4.448 N. I plf = 14.59 N/m. ....age -II:> or'Ll FIGut{E 1 - WES STIFFENER NOTES ANLJ DETAILS 1. Web stiffeners shall be installed at bearing points as required in Table 2, 2. Web stiffeners shall be installed at points of concentrated loads greater than 1500 pounds and are to be nailed in accordance with the intermediate reaction schedule in Table 2. 3. Web stiffeners are to be installed on each side of the web as shown, with nails equally spaced vertically. . 4. A gap shall be lell at the top of web stiffeners as shown at all bearing condilions. In the case of co,,_,,;,~;ad loads, web stiffeners ;;Ire. required as shown and the gap shall be at the bottom. 5. Web stiffener materiai shall be sheathing meeting the requirements of PS-l or PS-2 wilh the face grain parallel to the long axis.' . , 6. Some hangers require web stiffeners to comply with nailing requirements through side plates. 7. If web stiffeners are not used in hanger support, the side of the hanger shall extend up to laterally support the top flange. Web stiffener specifICations are as follows: T JI Joist Series Minimum Dimensions 'W (Inches) "T" (Inches) 2 5/16 1/2 25/16 518 T JlIPro 150 I TJUPr0250, TJIIIPro 120TS, TJU1oo, TJlIPro lOOTS, TJI/Pro25P, TJUl45T I , T JI/Pro 350, T JlIPro 130TS, T JIA.60, T JIA.65, T JI1H60, TJI/Pro 350P, TJIA.60T I TJI/Pro 550, TJIA.90, TJI/H90, TJIA.90T, TJUH90X 25/16 7/8 I. 3 1/2 1 1/2 WEB STIFFENER ATTACHMENT T1i 1"max.(1) 1fI-.F 118" min. L-: i - ~ 2-314" max. Nails ___ : spaced ; . equally --- . r.::- 1" max.(l) Snug fit (1) 1.112" max/mum with 2x4 sawn lumber web stiffeners End Support MINIMUM BEARING DISTANCE . Hanger Support ~~ Min. Bearing Distance Min. Bearing Distance 'or 51: 1 inch = 25.4 mm, 1 Ibf. = 4.448 N Grade See Note 5 See Note 5 See Nole 5 Construction Grade 2x4 Concentrated Load Intermediate Support --l Min. Bearing Distance rJle joi6t top .nd_ fl.<Ingeo.......1d ne\lW.be cut F'-'go Web "'- ~ TJle JoI...."... ~ rll knockout., at 12" o.c. ..liar rn mos1: T~ JoIote upon ""\_. ,/L-- ,..r~..q.;j:;)4 FIGURE 2. Allowable Hole Size and Location for the T JIIL45T. T JIIL60, T JUH60T T JI/L65. T JI1L90, T JI/H90, T JIIL60T, T JIIL90T and T JI/H90X Joists ONLY. Hole Factors and Locations Chart I RoundHolt 2 3 4 5 Si.. (inches) Rectangu.... 1\4 1% Hole Si.. (inches) 111 114 fi' 116 'll 118 ,$ ~ 120 t /22 ... 124 1;; ~ 126 128 130 A A A 4" 4" 4" (4" 14" 1..- 4" . A A A 1'.3" ]'..3" )'-3" 4" 4" 4" 4" Hole Locations Chart 10ist span I (ccu....to CCDtcr A of SUPllort. feet) 14 15 16 17 18 t9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 )'-3" ]'-3" )'.)" 1'.0- I'..{," 1'.9" 1'.9" 2'..()" . 2'..0" 2'.0- 2'.3" 2'..3" 2'..3" 2'-6" 2'-6" 2'-6" 2'-9" 3'-0" I 3'-0" 3'.()" 3'..0" )'-3" )'-3" 2'.0- 2'.0- 2'-)'" 2'-9" 3'.0- 3'.0- 3'.()" 3'.0- 3'-/1' 3'.3" ]'-3" 3'.0- 3'-9" 3'-9" 4'-/1' 4'.0- 4'..3'" 4'-3" 4'-6" 4'-9" 5'.0- 5'.()" S'.()" C E I ~ ~ ~ I ~l ;; A B CICIO A B BICIC A A ~ C A A AIB B A I A J-rT B 1'-3"1 A I-rA B 1'.3" I 1'.3" I A A A 2~ 3 B B A A A ]'-3" ]'-3" )'-3" 1'.3" I 4" I B Hole Factor c )) 2"",<<)" 3"-~ J'.()" 4'..()" 3'-3" 4'-6" 3'-9" 5'.()" 4'-3" '"-6" 4'-3" 5'-6" 4'-3" 5'.,6" 4'.3" 5'-9" 4'..3" "-9" 4'-3" "-9" 4"-6" 5'-9"' 4'-9'" "..9" 4'-9'" 6'..0" S'~ 6'_)" S'-3" 6'-6" 5'-6" 6'-9" 5'.9" 7'.()" 5'..9"" 1'-3" 6'..4)'" 7'.(i" 6'-3" 1'-9" 6'.0- 8'.0- 6'-6"" 8'-3" 6'-9" 8'-6" 6 8 7 3Y.. 4~ 5~ 4 E 5'-/1' 5....3.. 5'.9" 6'-)" 6'-9" 7'.()" 7'-/1' 1".3" 7~-3" 7'-6" 7'.0- 7'-9" 7'-9" 7'-9" 8'.()" '8'.3" 8'-6" 8'.9" 9".3" 9'-6" 9'.9" I 10'.()" I 10'-3" I 9 -. 11 Il~ 6Y.. 7 'rn HI u 6 I:: E o C C B B B - I J E I DEI o D C 0 C C B C B B 14 U 16 17 18 19 20 I!A 9 9Y.. 10 10% 11% 12 I I I I I I I E1+H=1 D E EI o D El C DI)) I I I I I I I I : I : I I i~ ~ to F1g1l/'82: 1. ChaIIs are based on simple spsns and II'Iil'onn load app:. ~ '.\", 01"'", --.. bIe building code prcMslons for conc:enlIated IolIds (2000 Ibs. OVer 2.5 squwe feel) with 2S psf dead load and 20 pst p8ItiIlon load. 2. FOI' unifannly loaded multiple span app"" _. ':. ., holes must be Jocated 1.0 Inch farther from the support for each foot of joist SlIM, Ihan lhe values indlcaIedin the Chatls, 3. Holes are not aIowed in cantilever _ unless specifically designed by a qualified design, .I..,.ionaI. 4. Where mom Ihan one hole Is to be cut in the web, the clear distance between holes must be Iwlce the 1ength of the longest dlmensIon of the largest. ~;.. . ,. ,hole. S. Hole size$ shown are hole sizes, not duct sizes. 6. RedangUIar hole sizes are based on _I , , of the Iorlgest side. For 8/: 1 inch = 25,4 mm, 1 foot = 304.8 mm ...age 111 OT ;0 I Minimum ..lIt. e from CH^l{f ^ 1l.4lnimum ~t.nu from CH^~ ^ - ,",mum dl5tanCtt from CHArtr f> _I I Minimum .dlata~ fn>mCHAKfo I FIGURE 3. ALLOWABLE HOLE SIZE AND LOCATION FOR THE T JII100 AND ALL T JI/Pro SERIES JOISTS Round Hole Chart: Joi., TJI Jobl Series I Roood Hole Size (locbes) Depth '2 3 l 4 I 5 I 6 I 6!4 I 7 I 8 l 8 I 9 I 10 I 10';' I 12 (incbes) I Minimu.. distance from inside race ofsupport to Harest edge of hole (feet-inches) TJI/loo J 1-0 2-0 2-6 3-6 J 5-0 J 5-6 , I TllIPro lOOTS I 1-6 2-0 2-6 3-0 i 4-6 I 5-6 I I TJJJPro 120TS I 2-0 2-6 3-6 4-6 J 6-6 7-0 i I TJI/Pro I30TS 2-0 2-6 3-6 4-6 I 6-0 I 7-0 I I Tll/Pro 150 I 1-6 I 2-6 3-6 5-0 I 6-6 I 7-6 I I - TJI/Pro 150 J 2-0 3-0 J 4-0 5-6 I 7-6 I 1I-0 j I TJI/Pro 25P I 2-0 I 2-6 I 3-0 3-0 I 3-6 I 3-6 I I I TlI/loo I 1-0 I 1-0 I 1-0 2-0 I 3-0 I 3-0 4-0 5-0 I 6-6 I Tll/PTo lOOTS 1-0 I 1-6 I 2-0 I 2-6 I 3-0 I 3-0. 3-6 4-6! 6-0 I I Tll/Pro 120TS 1-0 I 1-6 I 2-6 I 3-0 I 4-0 I 4-0 500 6-6 J 8-0 I , Tll/Pro 130TS 1-6 J 2-0 2-6 3-0 I 4-0 I 4-0 S-O 6-6 8-0 J J Tll/Pro 150 1-0 I 1-0 I 1-6 I 3-0 4-0 I 4-0 5-0 7-0 I 8-6 I I TJJJPro 250 1-0 I 1-6 I 2-6 I 3-6 I 5-0 I 5-0 6-0 8-0 9-0 I I TllIPro 350 I 1-0 I 2-6 I 3-6 I 4-6 5-6 i 6-0 7-0 9-0 I~ I I Tll/Pro 550 I 1-6 I. 2-6 I 4-0 I 5-0 6-6 I 7-0 8-0 9-6 1 ~ I J TllIPro 25P I 2-0 2-6 3-0 I 3-6 4-0 1 4-0 4-6 !Hl 5-6 I I I Tll/Pro 350P i 1-0 I 1-6 2-0 I 2-6 I 3-0 1 3-0 3-6 4-0 I 4-6 i i rTlI/Pro 120TS I 1-0 I 1-0 1-0 I' 2-0 I 2-6 J 3-0 3-6 4-6 J 5-0 I 500 I TllIPro I30TS I 1-0 I 1-0 I 1-6 2-0 I 3-0 I 3-0 3-6 4-0 I 5-0 I 500 I TJI/Pro 250 I 1-0 I 1-0 I 1-0 I 1-0 I 2-6 I 2-6 3-6 5-0 1 6-0 I 6-6 I 1 TJI/Pro 350 11-0 I 1-0 J 1-0 I 2-6 I 3-6 4-0 5-0 6-6 j 7-0 I 8-0 I I TllIPro 550 1-0 11-0 ! 2-0 I 3-6 ! 5-0 I 5-6 6-6 8-0 i 8-6 I' ?-O I f TJI/Pro 25P I 1-0 1-0 1 2-0 2-6 I 3-6 I 3-6 4-0 4-6 I 5-0 5-6 I TllIPro 350P I 1-0 I 1-0 I 1-0 I 1-0 2-0 I 2-0 3-0 3-6 I 4-0 ! 4-6 I I TJI/Pro 130TS I 1-0 I 1-0 11-0 I 1-0 1-6 I 1-6 2-6 3-0 I 3-6 I 4-0 i I TJI/Pro 250 I 1-0-- I 1-0 J.O I 1-0 1-0 I 1-0 1-0 2-6 I 3-0 J 4-0 I I TJl/PTo 350 I 1-0 I 1-0 I 1-0 I 1-0 I. 1-0 I 1-0 2-6 4-0 I s-o I 5-6 1 I TJl/PTo 550 11-0 I 1-0 11-0 11-6 3-0 I 3-6 4-6 6-0' 7-0 7-6 I Tll/PTo 350P 1-0 I 1-0 1-0 1-0 I 1-0 I 1-0 1-6 2-6 I 3-0 I 3-6 I For SI: 1 Inch = 25,4 mm, 1 foot = 304.8 mm See noles to Round Hole Chart and Square or Rectangular Hole Chart at bottom of Square or Rectangular Hole Chart 9~ II 14 16 I I I i I I I I I I I I I I 7-0 I 6-6 I 8-61 9-61 I~I I I 6-0 !Hl 4-6 5-6 7-0 9-0 4-6 I 12Yo I 1 I I J I I I I I I 8-6 8-6 I~ 11-0 12-0 H 5-6 S-6 6-6 8-0 10-0 5-6 7-0 9-0 l~ 12-0 6-6 8-6 11-0 12-6 13-6 7-6 " ,~ "I-C-4354 FIGURE 3. CONTINUED - ALLC ABLE HOLE SIZE AND LOCATION f , THE T JII100 AND ALL T JIJPro SERIES JOISTS Square or Rectangular Hole Chart: Joist TII Joist Series I Sq.are or Rectaaplar Hole ~;. (i.d...) Depth 2 I 3 l 4 I 5 I 6 I 6!4 I 7 l 8 l 8 I 9 I 10 I 10% J 12 I 12% (inches) MiDi..... disluce rn.l.oIdo fan oh.p....rt to ....r..t edge of ho" (feet-i..h..) TJll100 1-0 I 2-0 3-0 5-0 S-6 6-0 l I I TJIIPro lOOTS 1-6 2-6 3-0 S-O S-6 6-0 i I TJIIPro 120TS I 2-0 3-0 4-0 . 6-0 6-6 6-6' I I I TJIIPro 130TS I 2-0 3-0 ~ 6-0 6-6 7-0 I I I TJIIPro 150 I 1-6 3-0 ~ 6-0 6-6 7-6 I I I TJIIPro 2SO I 2-0 3-0 4-6 6-6 7-6 8-0 I I I TJI/Pro25P I 2-6 3-0 I 3-6 I ~ I I I I . TJIIIOO. I 1-0 1-0 I 2-0 I 3-6 I 6-0 ,6-0 6-6 I 7-6 8-0 I I TJI/Pro lOOTS i 1-6 2-0 I 3-0 I 3-6 I 6-0 6-0 6-6 I 7-6 8-0 I J TJIIPro 1201'S i 1-6 2-6 I. 3-6 I 4-6 6-6 7-6 8-0 I 8-6 !HI, I I TJI/Pro 1301'S I 2-0 3-0 3-6 I 4-6 7-6 7-6 8-0, 9-0 9-6 I I I TJIIPro ISO" 1-0 1-6 I 3-0 I 4-6 8-6, 7-6 8-0 I 6-6 !HI II , I TJIIPro 250 I 1-0 2-0 3-6 I 5-6 7-6 I 8-0 8-6 I 9-0 I 9-6 I I I , TJIIPro 350 I 3-61-6 3-0 I 4-6 i 6-0 7-6 I 8-6 !HI I 9-6 I 9-6 I I I I TJIIPro SSO 5-0 I 6-0 I 7-6 I!HI 9-6 9-6 I 10-0 1~ I I I ~JIIPro2SP 2-6 3-0 3-6 I 4-6 I 5-0 I 5-0 5-6 I 6-6 I I I I TJIIPro 3S0P 1-0 2-0 2-6 I 3-6 I ~ I 4-6 5-0 I 5-6 I _ I I 1 TJIIPro 120TS 1-0 2-0 3-0 ~ I 5-6 I 5-6 7-6 I ~ I 9-6 I 10-0 I 1~ 11-6 I I TJI/Pro 1301'S I 1-0 2-0 I 3-0 I ~ I 5-0 I 5-6' 7-0, 9-6 I 10-0 J 1~ I 11-0 12-0 J I TJIIPro 2S0 11-0 1-0 I 2-0 I ~ I 6-0 I 6-6 8-0 I 10-0 I 1~ I 1~ I 11-0 12-0 I I TJllPr03S0 1-0 1-0 I 3-0 I 5-0 I 6-6 I 7-0 9-0 I 1~ I llHl I 11-0 I 11-6 12-0 , TJIIPro 550 12-6 I ~ I 5-6 I 7-0 , 6-6 I 9-0 I 10-0 111-6 I 12-0 I 12-0 112-6 13-0 I TJIIPro 2SP 1-0 2-0 I 3-0 I 3-6 I 4-6 5-0 J 5-6 6-6 I 7-0 I 7-6 '6-6 9-0 I TJI/Pro 3S0P J 1-0 J 1-0 I 1-6 I 2-6 3-6 I ~ , 4-6 I 5-6 I 6-0 I 6-6 7-6 6-6 I I TJIIPro 1301'S I 1-0 I 1-0 I 2-6 I 3-6 4-6 I 5-0 I 6-0 I 8-0 I 10-0 I 1~ 11-6 12-0 I 13-0. 13-6 I TJI/Pro 250 I 1-0 j 1-0 I 1-0 j 1-0 2-0 I 3-0 i 4-6 I 6-6 8-6 I 6-6 9-8 I 10-0 11-0 11-6 I TJI/Pro3S0 I 1-0 1-0 11-0 I 1-6 ~ I 4-6 1 8-0 I -8-0 10-0' 10-0 1.11-0 I 11-6 12-6 I 13-0 , TJI/Pro550 I 1-0 2-6' 4-6 i 6-0 8-0 I 6-6 I 9-6 ,11-6 13-0 I 13-0 13-6 I 14-0 15-0 r 15-6 I TJI/Pro3S0P I 1-0 1-0 I 1-0 I 1-0 2-6 I 2-6 I 3-6 I 5-0 I 6-0 I 6-6 i 8-0 r 9-0 I 1~ I 11-6 ..or SI: 1 inch = 25.4 nvn, 1 fool = 304.8 mm 1. Where more than one hole Is 10 be cut in the web, the clear distance between holes must be twice the length of the longest dlmenslon the Iargest"~;'.d hole. 2. Holes may be located vertically anywhere within the web. Leave 1/8 inch of web minlrnum at top and boIlom of hole. 3. The Round Hole and Square or ReclangIllar Hole Charts are based on simple spans and unifonn load applic:ations. wilhln the Umitalions of the appllcable Trus JoI81Iiteralure. . 4. TJI Joists are manufaclunld witl(1-1121nch diameter perforated knoc:Icouts In the web at approxJmately 12 inches on center along the length of the joist. 5. For simple span (5 fool minimum) unifonnly loaded joists one maximum size hole may be located In the web at the center of the joist span provided no other holes occur in the joist.Charts are based on s/mple spans and uniform load appIicaIions, wilhln the Umitatlons of the applicable Trus JoI81llteralure. 9~ 11 14 16 J , I I I I I I I I I co,.:::;:;."-'" "', 4.oj ~,..-.~ ) Ii.P x 2~" X 48" MINERAL HooL BATT EAO-l 51DE OF FIXTURE sui FOR ~ANGER HIRE 48" Ii.' X 4~;/ X 24N MINERAL HooL BATT FASTENED v-lITH ~IRE AT EACI-I END ,,3 . FIGURE 4 -UGHT FIXTURE PROTECTION (See Section 2.3.1 for detailed description of mineral wool balls.) For 51: 1 inch ~ 25.4 mm APPAOIIED STEEL CONNECTOR VARIABLE DENSITY llIL CONNECTOR //~/.G '/~. ~:'X5' ~ ~ , A-325 BOLT FIGURE 5 - TENSION CONNECTOR (T JH Connector shown fOr illustrative purposes) For 51: 1 inch " 25.4 mm lLo~ lLo~ IL~ [loll t' l/~M 10 Got.. NAILS M'N. (J) NAilS EA. SlOE ~TJ/4- Qf.F' t j . 1/2.1 . 7/0--j _ I I 15/e"l' . _ I. ...[7/." l52"l . lJ!!..~' L-_ II I.C3 T~ T NOTCHED BEARING PLATE- T JL TOP' CHORD BEARING ...t"I,;-4~ [lo~ v /J:f~~~:~~' ~~OE D!~=r t7 3/16"::!: I 1 9/16-1 6. - 6b. j , T I~ ---JI--'/2' T JL "NO-NOTCH CLIP" TOP CHORD BEARING cof4,' , IL~ t' 1/2- '0 CA. NAILS MIN. (3) NAILS EA. SIDE , 1/2. ~= -[ f ,=.:. =:.r.: ~ l./..,I . t 3/.'-j __ I 4 1 9/16"1 ' ~nk== .C/.' r--~1T=t ~T NOTCHED BEARING PlATE TJL "U-CUP" TOP CHORD BEARING f (; 1/2" . 1 1/~" 10 GA. NAllS E. _~;, (;~.~LS ~ SID( ~9T \YAVJe 11 4' '/2' '0 CA. NAILS V ~ ,(3:/~'LS ~ ~E ni.~ 10~.1 t I I 1 9/TS"l ~ ~I-t T~-r ---Ji- '/2' T JW "NO-NOTCH CLIP" TOP CHORD BEARING \YAVJo~ t' 1/2' '0 CA. NAILS MIN. (3) NAILS EA. SIDE -.r 1 1/2" f~~' ~. T 17 ::.' 3/'--j__ fJ ~ 1 9/16"] , I 3/4" -rr.:--:-:::l-.[ ~T NOTCHED BEARING PLAT( T JW "U-CLlP" TOP CHORD BEARING t <="I II lit c::n~ll 1 5/0' J ~ 7/0- I .::t..[ f T t.2SJ" T FIGURE 6* - OPE~-WEB TRUSS DETAILS *THESE DRAWINGS ARE FOR ILLUSTRATION PURPOSES ONLY, THEY ARE NOT INTENDED FOR USE AS CONSTRUCTION DOCUMENTS FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTION. T JL BOTTOM CHORD BEARING & " 1 1/ . 10 CA. NAIlS . '.. MIN. fJ) NAILS E.... SIDE r' 1/z" e-_ ==rT 7 3/16":1 ~-- , 1/2"1 ..- I . -I ~ --'-', T ---Ji-'/2- TOP CHORD BEARING t-I~ T JL "NO-NOTCH CLIP" 1 1/~. 10 GA. NAILS MIN, (J) NAILS EA. SlOE L' T 1/2" , 7.3/16":'; 11/2"J 'a' r -I 6m.' ..-:-' T i~ --J -,,1/2- TOP CHORD BEARING ~, t TJL "NO-NOTCH CLIP" Page 22 of 27 ~'iJ ~~ ffiaJ= 'iJ [M]c~ Jb'~""- -'-'''~.;~. ~,. ... . T ~1/2- ---i ~ 2_)/.- I !i ~M~ (DESICN[~ flUSH) lMJo~ _'!-:,!Lll':" T JS TOP CHORD BEARING CLIP 16 1_I/Z" 10 c.o.. -.5 lol''''. (~) _LS [.\Q-l SlOE j .' - "Fc.i i:.lJ -'II ,..,...... ,-.,.', --I /- L ' , et---;::-"".. -'-----j r::..:: :-:JT L.dlo.l ' .......J }--c. PIIErUR(O 1-5/1"% I T JS BOTTOM CHORD BEARING CLIP ,_."..o~.....,~~ '" ....,.. ~ 'Wi' ~'.l t ~-1L~ ,1011101.1 i >-i'-_ I (/ 1" ""->-<:I -i~ ~/fj- l....~-j /-,-v.-. 'T~~~ f4-7/11"1 rv.... ~((m>,) J..' , / .-.,,-- nG L /0.' I ' --.-----.11. ~H/'" T 113/9" . . ____L --l f-" 1-ln- ........ 1-1/.- .r ."" ~:S/II.-11NC5A(GAAOE: ~ !'>90U(Z"LOttC) T-- ~/ll'. z"lJoC SCREW T JM "PEDESTAL" CLIP TOP CHORD BEARING lMJo~ ,..,,-""'....'"~- (.,...., .. "" '"w., . . ::1"-1--:.- ..::::~ ~ /> "'/'-'-j r-- J / ~----.l.. 'i.....J' I ,.,/.' , "~/' . ... T , ~3/.':t ~.".. t"",..w . T JM "5" CLIP TOP CHORD BEARING ".'. "~"'OAAO<'~'("""")Th , ~r1~" _...1. . / '>'~,o:' ,.",,,- j-~;m, /~. 1_'!'o/16 </-1' T-' 1/"'.- .va..Z"l..foCSCR['II T JM "z" CLIP TOP CHORQ BEARING TJM "ANGLE" CLIP BOTTOM CHORD BEARING lMJo~ ..L .:=~ -h'~ :V.'_>lINCs.r.e:eAADE5E!1Ol.T(5-LDNC)~ ~-+ '~A I I 5/'"' z' LJ\G :SCREW .--1 t-- l_I/Z" ~ if: PREF[RR[D T JM "T" CLIP BOTTOM CHORD BEARING [gJo'iJ '~~ l'k1~II-J J/.-_HOl.C(1YP.) J....." _ _ ,-","" n r ,/~>J! t -jf--.". ~..1. _ --1 I- I-V.- I'-l/. $1'-- 11 P!CSAlCAAOE: .~~l~ 5 80LT (2" LONe) 1 ~'!J/P,..2.LACSC"'CW T JH "PEDESTAL" CUP TOP CHORD BEARING FIGURE 6- . OPEN-WEB TRUSS DETAILS (Continued) "THESE DRAWINGS ARE FOR ILLUSTRATION PURPOSES ONLY. THEY ARE NOT INTENDED FOR USE AS CONSTRUCTION DOCUMENTS FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTION. ~f27 . [K],,~ J/'" - 10 NC '" """ , 'OlT (5" 'CN;)\NO 0 H'~ H. J . . . ~ . 15-J/<4"' Ii -a---I ~-~'\ ~ j;l, .'O,":::t- -- /,. J~ f- e_ ~/~.. " ~:r- T JH "z" CLIP TOP CHORD BEARING [f[!JtAVl" ~ Jl/2"""1.I. . --t t-4 J/.-'" T. ';If' '/2' ".;.....(10<) (4EA01)' 1: 11/11"' tQ! .. (OP\'I:*ll!J/r.tACEQ.l) " r..~ - . 1~..-l 1 1/2" 1IllA. IMU (art.) ('- JQ1~..'::f.-r, T ~'/I"'" ...TU. T Jl or T JW "FLUSH MOUNT" CLIP d:Jr"/lO' ;~lO' >Ir_'" t [f~00=> ~ r:-~ ' , ~. :' lOPTl:lMll 5/a"' uc lOll) I. I 1I/l&,HQl[ , , I I (4 DOl) 1. !(,I 11/2"lOCl.IMIlS(\Ilt.) llJ2" r;. , t ~.---J .- ~4"HOI:lIDLlillllll T JS "FLUSH MOUNT" 'CLIP w / NAilER PFC-4354 - [K],,~ . . L~ J~~r J/" - 10"'''' ~"j 1iRADE5I1Q.T(5-lOIIC) ~ ,,~- T 1-;1, , ~. , \."0'" &" 'X' 1 'T" ~ I SIr I 2" LAC SCR(W f-'1-1/2"....., t PIIJEIlAED T JH "T" CLIP BOTTOM CHORD BEARING '[f~~ -1 t- .J 1/n. ., l/4"IlOWI(lPlH 11/2"JOCl.IMS(Wl) "'i'I'- 11/11"' HQl[ . 1,..._:. I""""'>tr.......n 11/i"l:..!.:..... . T~..-l 11/2"0 GA.IMS C*iI.) (4&\01) 1 ll/liOlA.HCU (DI'nCJrtAlATTolOlIDT) lilT 0'- -. T ]/4" t'VlllOLT.1t, NUJ T JS "FLUSH MOUNT" CLIP FIGURE 6* - OPEN-WEB TRUSS DETAILS (Continued) NOTE: Structural,. J." .,11C8 of the bearing hardware is not ~" ..lent upon the nails used lD ..".. ,..: the bearing hardware lD the supporting slructure. The COl)necIIon may be considered, however, by the builcling designer in the deslgn requirements of the structure, For 51: 1 Inch = 25.4 mm "THESE DRAWINGS ARE FOR illUSTRATION PURPOSES ONLY, THEY ARE NOT INTENDED FOR USE AS CONSTRUCTION DOCUMENTS FOR THE PURPOSE OF DESIGN, FABRICATION OR ERECTION. Page 24 of 27 FIGURE 7 - ,.AIIE-HOUR FIRE-RESISTIVE ASSEM...... Y DETAILS r0r0, ~'.""mm~>>"'''''''' j J '~' "'" =...~.."... --'---'- . 10. MINIMUM- . r-0 a::u...n~~.""_"n..~.'~~ '--'-"~'""'''. I I~ c;;f' W LREi'LI':~'-~=~S DIRECTLY APPLIED TO JOISTS @ ,'''' o.C. SUPPORTING BOT>-l LAYERS OF GYPSUM BOARD NECESSARY TO AC>-lIEVE SOUND RATINGS' ;-0;0 ~~-'-~/"'~'" ;'--"''''M-.=d - /-- r W---~~~"",=l" ~~. lfJt~d : ASSEMBLY A (See Section 2.3.1 ofthls report.) 1. Double Wood Floor. 2. TJI Joist with minimum 1-1/2 Inch flange depth or Open-Web Truss. 3. Fixture protection. 4. 24 Inch x 48 inch recessed light fixture. 5. Cold-rolled channels. 6, 12 Inch air diffuser. 7. Thermafiber or Fiberex-FBX or Fiberex-IF mineral wool blankets. 8. 518-inch thick acoustical panels 24 inches x 24 inches or 24 inches x 48 Inches supported by an approved exposed fire-rated suspension system. ASSEMBLY B (See Section 2.3,2 of this report.) 1. 48/24 tongu&-and-groove span rated sheathing (Exposure 1). 2. Two layers of 1/2 inch thick Type X gypsum board. 3. TJI Joist or Open-Web Truss. 4. Optional 3-1/2 inch thick glass fiber batt Insulation (not shown), Sound Test Data" WIO Gypsum STC = 50 Concrete Pad & Carpet Tarketl Acoustiflor STC = 58 Pad & Carpet Tarketl Acoustiflor Armstrong VioslArmstrong Cambray sheet vln~ (l)Requires two layers of 5J8.inch thick Type X gypsum board with one layer of 3-1/2 inch thick batt insulation. IIC=60 IIC = 51 (1) W/Gypsum Concrete IIC=54 IIC = 54 (1! IIC = 50 (1) ASSEMBLY C (See Section 2.3.3 ofthis report.) 1. 48/24 tongu&-and-groove span rated sheathing (Exposure 1). 2. T JI Joist or Open-Web Truss. 3, 5/8 inch thick x 24 Inch x 24 Inch ceiling panels. 4. Fixture protection. 5. 1/2 inch thick Type X gypsum board. 6. 24 inch x 48 inch recessed light fixture. 7. 6 inch x 12 inch opening for return air. 8. 12 inch diameter diffuser opening. g. Steel suspension grid. . ~. /'-. f----u..~.~ml / ....._~...- " " ..-..- -~~~~:;;: Sound Test Data: . W/Gypsum I STC = 59 Concrete I Pad & Call1et ~M. I f---- , ,..--'" ! I r- - IIC=54 / ~,r0' ~,.... ,: l ~ '''--m I i=.._~ I:=l ~ ~,-~ -1'6-= "'" I r ~~ ~ ~~~I ~~ JOINT DETAIL FOR BUTT JOINTS PERPENDtCULAR TO FRAMING MEMBERS. PFC-4354 AGURE 7-COnllnue<l ASSEMBLY 0 (See Section 2.3.4 of this report.) " 1. 48/24 tongue-and-groove span rated shea!hlng (Exposure 1). . 2. TJI. Joist or Open-Web Truss. 3, No. 26 gauge galvanized steel furring channel installed perpendicular to joists. Furring channels spaced 1-112 inches from and on each side of wallboard end joil1ls and 24 inches 011 center away from end joints. Channel secured to joists with support clips (Item 4) at each joist location. At channel splices, adjacent pieces overlapped 6 Inches and tied with double strand of No. 18 SWG galvanized steel wire at each end of overlap. 4. Simpson S1rong- Tie Co. Type CSC support clips to be used to support furring channels at the Intersection with each joist Support clips nailed to side of joist bottom flange wi!h 1-1/2 inch long No. 11 gauge nail. 5. Stabilizer strap (not shown) - 314 inch x 6 inch No. 24 gauge galvanized steel strap used to prevent .;, .;'., .' of the support clips at wallboard end joints and along walls. 6. 1 inch !hick, 6 pet minimum, ThermaIIber or Fiberex-FBX or Fiberex-IF , ,,1 wool blankets. 7. 112 Inch Ihick USG Type C FIRECOOE or Westroc 'Fireboard C gypsum board. ASSEMBLY E (See Section 2.3.5 of this report.) 1. Double wood floor or a single layer of 48/24 span-rated tongu...an~e sheathing (Exposure 1). 2, T JI Joist or Open-Web Truss. 3. An approved ceiling system !hat wiN provide a 4O-minute finish rating. An example of a ceiling with a 4O-minute finish rating Is described in Section 2.3.2 of this report. . ASSEMBLY F (See SeclIon 2.3.6 of !hIs report) 1. 48/24 tongue-and-groove span rated sheathing (Exposure 1). . 2. 518 Inch !hick USG Type C FIRECOOE or Westroc Areboard C gypsum board. 3. T JI Joist (with llange sizes 2x4 nominal or larger). 4. USG Rc-l channel at 16 inches on center. 5, TI ,., .], Jr or Fiberex-FBX or Fiberex-SAFB mineral wool batts, For 51: 1 inch = 25.4 ,",", Page 26 of 27 ASSEMBLY G (See Section 2.4 of this report.) rm~"...~4!!!~~ J / ~.....~......~ 1. 48/24 tongue-and-groove span rated Sheathing (Exposure 1). 2. T JI joists or Open-Web Trusses, 24 inches on center maximum. 3. Optional glass fiber insulation, unfaced batts, 3-1/2 inches thick In plenum. support!ld by stay wires 12 inches on center and centered on joist bottom flanges. 4. Three layers of 518 Inch thick Gold Bond Fireshield G Type X gypsum board. 5. Resilient channels at 16 inches on center located between first and second layers of gypsum board. (See Secllon 2.4 of this report.) ~ -- .-.'--===..;;'--' 0'f.. . =<-='--:;- - -~.. -.' .---- r-"-.-' 1 oJ ~ 4 .3 . . L____~.L t - \rr. 7 :....,~ Typical resilient channel and gypsum board attachment. FIGURE 8 - TWO-HOUR FIRE-RESISTIVE FLOOR-CEJUNG OR ROOF-CEIUNG ASSEMBLY Alternate Floor or Roof Systems: Lightweight concrete or gypsum concrete may be added to Assemblies A, B, C, D, E, F, and G of this report in accordance with Section 2.5. . " PFC-4354 ,r---.. ~ FIGURE 9 - METAL ST~ AND TENSION-TIE CONNECTION.. ,PACITIES AND DETAILS FOR T JI JOISTS AND OPEN-WEB TRUSSES Detail A:. -3W 1'Jin. ~ .. . . ~ .. .. 318W miD. J . 1-1/4wmax. . " .. .. . . .. .. 3 rows oflOd x 1.5" nails at 3" o.c. Detail A Is applicable to an T JI Joists wfth structural composite lumber flange widths of 2.5 inches or greater, and all Open- Web trusses with slruclural ~''''r...jte lumber chords. except when TJS. TJM and TJH Ope,..Web trusses are used a minimum 2 x 4 nominal structural c.....,..._.~e lumber nailer plate Is requited. Nailer plate aIlachment must be designed to transfer the required forces. Simpson Strong-Tie Co, MSTI or PAl straps, or other straps of the same minimum gauge, ~:, ," ,.Jons and nail patterns and recognized in a current leBO ES evaluation report may be used. Detail B: --6w o.c. mn.- - , 1"318" miD. r l-Sl8w miD. I r 2-318w max. I - . .. o " . 4 rows of lOd x 1.5" nails at 6" a.c. Detail B Is applicable to all T JI Joists with slructural composite lumber flange widths of 3.5 inches or greater, and all Open- Web trusses wfth structurat composite lumber chords. S, ,."... Strong-TIe Co.l5TI or Lm straps, or other straps of the same minimum gauge, dimensions and nail patterns and recognized In a current ICBO ES evaluation report may be used, General Noles: Connection capacity limited to a lateral naU design value of 112 IbsInaU with the following conditions. 1. AU nails must 10d short naUs. 0,148 inches x 1.5 Inches. 2. Min/nUn steel thickness Ii 18 gauge (0.049 inches). 3. Total.., , . .~. on capacity not to exceed code approved strap or tension-tie design value. 4, The connection capacity Is " _' "".,1 to be i.. _ '_~"_ ~ for duration of load In accordanee wilh the code. 5. No,;.n. .,1 reductions are necessary due to ,. ,:.:... 6. The minimum req~ end distance Is 3 inches. For $I: 1 inch = 25.4 rrm, 1 Ibf. =4.448 N ,~ . TIt.1E ~ IE II ~ IE ~< ~A National EVlLnrt~~?, ~!~tJice, Inc. hrtlclplltlng Mem/>>rs: BOCA Eveluadon Services. Inc. I SBe;. Public Safety ICBO EvelUat/Ol Serv~IiR~~~n~~N~Tr.RW;W~ and:valuatlon Services. Inc. 4051 We.t Aoaanoor Roed Country Club Hill.. H1inol. llO478.5795 (7081 799-2305 5380 Workmen Mill Rood Whitti.r, CoIilorni. 90601.2299 15821 899-0543 900 Monteleir Roed. Suite A Birminghem, Alob..... 35213-1206 (205) 599-9800 NATIONAL EVALUATION REPORT Copyrighl e '999 N_II EIfIIu.fIon s.rvtce, Inc. '0" JOIST TRUS JOIST MACMILlAN A Umlted P." .,,!lIp 200 EAST MALLARD DRIVEIP.O. BOX 60 BOISE, IDAHO 83706/83707 1.0 SU8JECT '0" Joist Note: '0... MicrolJan18. Performance P1us8. TomberStrand8 and Trus Joist MacMiUane are registered trademarks of Trus Joist MacMillan (TJM) a limited pannership, Boise, Idaho. 2,0 PROPERTY FOR WHICH EVALUATION 'S SOUGHT 2.1 Structural Wood Framing 2.2 Fire Resistance 2,3 Sound Transmission 3.0 DESCRIPTION 3.1 Gen.,e1 The '01 joist is an l-joist with various combinations of wood flanges and webs as noted in Table 1. The top and bottom flanges are placed to create either a ~_..~;..,.; depth '01 joist !paralel) or a constantly varying depth TJI joist Isingle taper). The web butt joints of the '01 joists are either square or serrated as required by the specific 'OM manufacturing standard. The web flange c..""._~.,. is made by inserting the web into a groove in the center of the face of the flange members. 3.2 Fabrication Procedure The '01 joist is produced in a continuous fabrication process. The flange and web members are fed into a machine which assembles them into the finished products, Report No. NER-200 Re/$sued September 1, 1999 3.3 Materiel Specification. Flanges: Microllam LVL and limberStrand LSL are manufactured according to the 'OM manufacturing standards speclfled in National Evaluation Service Report No. NER-481. Webs: Web material lor the 1:11 joist is either plywood conforming to PS 1.95 along with further requirements set forth by the 'OM manufacturing standards or Ferformance Plus. OSS conforming to PS 2-92. Exposure 1 with further requirements set forth in the 'OM manufacturing standards. r\..' w,.".. _. Plus OSS web material is produced in mills which subscribe to quality control supervision and inspection by A....,:_.. Plywood Association (NER-OA397), Additional mill inspection is provided by PFS Corporation (NER.QA251) to ensure compliance with the additional unique requirements of the 1:IM manufacturing standards. Adh.,'ve: Adhesives shall be of the types specified in the 'OM manufacturing standards, 3,4 Design The allowable design values are outlined in Table 2. The reql', . _ '.~ for web stiffeners and minimum bearing lengths are shown in Figure 1 and Table 2. The joist webs are permitted to have holes as set forth in the allowable hole charts noted in Figures 2 and 3 for plywood webs and Ferformance Plus OSS webs. respectively. When joists are used as simple-span members. the design shear is equal to the end reaction, When joists are used as multiple span members. the design shear is the calculated shear at the interior SUPPO" reduced by the following: R = WIK ,; 18% Where: R = The percent reduction W ~ Uniform load. plf K = V,,Jl00 V 12 = The allowable shear for a 12 inch (or 11-7/8 inch) deep joist DatI tqHH1 " am;,ld to rIN Ip<<iJk p,odacllllUl dIJld tIIId IISI '~pons ,..."ed by 1M applktml in iI' IIpplicadDtl reqllesrin, thI, "por,. No III ".J' , ".. r.,,,_,. JH'jomvd" tIN NarI""'" EwrllUJliDII &1'YI<<,lnc. (NES), - NES 1JHciJlcm/y doc'llDInW, DIIY "","DIIIy.IiIM' IXf'rI",d IN IwpII,d. /II /D ''''1}NJ/101 IN DIM' _." III rill, ""'" D' /II rD ""1 prodMcr cOW/rid" rill, ,,,,,>n. 7llI, 4/1<101"", /nc/odI,. burl, _ limilld /D. ",,_obi/lry. 7lUI '1pINl1I mID ,obj<<r /D 1M IbnIIDlIDn U,IId MrI/n. Page t 01 t8 paga 2 0118 8y series the constants are. Joll' J0i8t Serl.. Depth V" K linl TJI/Pro 150, TJIIPro 150TS "117/8 1420 14.2 2, TJI/Pro 250, TJIIPro 350, ",8 1420 14,2 TJI Pro 120TS 'tJllPro 25p, 'tJ11L45P, TJIIPro 35P ",e 990 9,9 3. 'tJllPro 550, 'tJ11L80, 'tJllLe5, "24 1925 19.25 i 'tJ11H80, 'tJ11L90, 'tJ11H90 , ! 'tJllPro 350P, 'tJ11L80P "24 1420 14,2 I "24 ''':j I 'tJ11P.o 550P, 'tJ11L90P, 'tJ11H80P, 'tJ11H90P ! 'tJ11H90X $24 2555 25.55 For SI: 1 inch = 25.4mm 4, For all other joist depths, the design shear is the calculated shear at the face of the interior support. 1he allowable design shear of multiple span member joists up to 12 inches (305 mm) deep used in residential floor construction is permitted to be increased an additional 1 0 percent, For joists qualifying as repetitive members, the bending resistance is permitted to be increased 4 percent for joists with Microllam LVL and TimberStrand LSL flanges. The top flange of 1:11 joists shall be laterally supported at least fNery 24 inches (610 mm) except that 18 inches (457 mm) is required for joists with flanges 2 inches (51 mm) and less in width. The 1:11 joist ends shall be restrained to prevent rollover. End restraint is normally provided by diaphragm sheathing attached to the top flange and to an end wall or a shear transfer panel capable of transferring a minimum force of 50 pounds per foot (730 N/m) or the required shear forces due to wind or seismic conditions. Blocking or crossbracing with equivalent strength is permitted, Bridging is not required in TJI floor and roof joist applications, 3.5 One.hour, Fire-resistive Rool.CoIllng or Floor-Ceiling Ratings 81'e Assigned to the Following Constructions (descriptive details for each assembly are noted below and in Figure 4). 3.5.1 Assembly A: 1. A double wood floor conSisting of a subfloor of nominal 1 inch (25.4 mm) thick tongue-and.groo ve sheathing or 32/16 span rated sheathing (Exposure I), and a second layer 01 nominal 1 inch (25.4 mm) thick tongue-and-groove finish flooring. Alternatively, the finish flooring is permitted to be 40/20 span rated sheathing (Exposure 1) or Type I Grade M.l particleboard not less than 5/8 inch (15.9 mm) thick. When used as a rool-ceiling assembly, a single layer 01 square'edge span rated sheathing (Exposure I), Repo.t No. r. complying with the applicable code, is permitted te used for roof sheathing. t All butt joints of the floor or roof sheathing shall,. located over framing members. TJI joists shall be installed in accordance with this report with a maximum spacing of 48 inches (1220 mm) on center. The suspended ceiling shall consist of 5/8 inch 115,9 mm) thick, 2 foot by 2 foot (610 mm x 610 mm) or 2 foot by 4 foot (610 mm x 1220 mml USG FIRECODE AURATON~ lay-in acoustical board supported by an approved exposed fire-rated suspension system attached to the bottom flange or to cold-rolled channels spaced not over 48 inches (1220 mml on center. When joists are spaced greater than 24 inches (610 mml on center, framing perpendicular to the joists shall be installed at 24 inches (610 mml on center to support the ceiling. Installed over the acoustical board ceiling is minimum 1 inch (25.4 mm) thick, minimum 4 pcf (64 kg/m3) Thermafibe" Sound Attenuation Fire Blankets or Fiberex.-FBX 1240 Industrial Boards or Fiberex.-IF 1 240 Flex Batts. Ught fixtures having a maximum size of 2 feet by 4 feet (610 mm by 1220 mm) are permitted to be installed in the ceiling, provided the aggregate areas of fixtures do not exceed 12 square feet (1.1 m'y 100 square feet (9,3 m'l of ceiling area and \. fixtures are protected as follows (using for illustration a 2 foot by 4 foot (610 rnm by 1220mm) fixture]: A 2.1/4 inch (57 mm) by 48 inch (1220 mm) by 1.1/4 inch (31.7 mm) thick piece of minimum 4 pcf (64 kg/m"l Thermafiber rigid mineral fiber board, Fiberex- FBX 1240 Industrial Board, or Fiberex-IF 1240 Flex Batt light fixture protection is laid along the long sides of the fixture and against adjacent suspension members; two pieces of the same insulation measuring 19.112 inches (495 mm) by 48 inches (1220 mml are laid over the top of the fixture and a 4-112 inch (114 mm) by 24 inch 1610 mml piece of the same insulation is laid at each end and tied at the corners of the fixture, to the top pieces with No. 18 SWG steel wire (see Figure 5), In addition, ceiling openings for air difusers up to a maximum size of 12 inches (305 mml in diameter are permitted, provided openings are protected with code complying fire dampers and the aggregate areas do not exceed 113 square inches (72,900 rnm') per 100 square feet (9.3 m') of ceiling area. The distance from the bottom of the TJI joist to the soffit of the ceiling shall be at least 10 inches (254 mml, 3.5.2 Assembly B 1. The flooring shall consist of a single layer of 48/?4 tongue-and-groove span rated sheathing lEx po sun When used as a roof-ceiling assembly, a single layer of square-edge span rated sheathing (Exposure 1 l, complying with the applicable code, is permitted to be used for .oof sheathing. ,...... Report No. NER-200 All butt joints of the floor or roof sheathing shall be located over framing members. 2, 'tJ1 joists shall be installed in accordance with this report with a maximum spacing of 24 inches (610 mm) on center for floor-ceiling assemblies. When used in roof-ceiling assemblies. the 'tJ1 joists are permitted to be spaced a maximum of 48 inches (1220 mm) on center, Optional 3-1/2 inch (89 mm) thick glass fiber batt insulation is permitted to be installed when resilient channels are used. The insulation shall be placed above the ~.::, ,channels between the jOist bottom flanges, The ceiling membrane shall consist of twO layers of % inch (12.7 nvn) thick Type X gypsum board applied to the joist bottom flange, The first layer of gypsum board shaH be attached with 1-5/8 inch (41.3 mm) long Type S screws spaced 12 inches (305 mm) on center. The second layer shall be installed with the joints staggered from the first layer, The second layer shall be fastened to the joists with 2 inch (51 mm) long Type S screws spaced 12 inches (305 mm) on center in the field and 8 inches (203 mm) on center at the butt joints, Type G screws, 1-1/2 inches (38 mmllong. shall be spaced 8 inches (203 mm) on center and 6 inches (152 mm) from each side of the butt joints of the second layer, The second layer shall be finished with joint tape and compound. Resilient channels are permitted to be used as' part of the ceiling attachment system, provided they are spaced 16 inches (406 mm) on center (24 inches (610 mm) on center, if joists are 16 inches (406 mm) on center) and fastened perpendicular to the joists with 1 inch (25,4 mmllong Type S screws. The first layer of gypsum board shall be fastened to the resilient channels with 1 inch (25.4 mmllong Type S screws spaced 12 inches 1305 mm) on center, The second layer shall be installed with the joints staggered from the first layer and fastened with 1-5/8 inch (41.3 mm) long Type S screws, spaced 12 inches (305 mm) on center in the field and 8 inches (203 mm) on center at the butt joints. Type G screws, 1-1/2 inches (38 mm)long, shall be spaced 8 inches (203 mm) on center and 6 inches (152 mm) from each side of the butt joints of the second layer, The second layer shall be finished with joint tape and compound, 3. 4. In roof-ceiling assemblies in which TJI joists are spaced more than 24 inches 1610 mml on center, the ceiling, including the resilient channels, shall be applied to stripping spaced 24 inches (610 mm) on center. The attachment of the ceiling membrane to the stripping members shall be similar to the attachment of the ceiling membrane to the TJI joists. The stripping shall be a minimum of nominal 2 x 4 Constructio"1lrade Douglas fir lumber for spans up to 5 feet (1524 nvn) and shall be attached to the bottom flanges with minimum 1 Od nails. Wood stripping "~ Page 3 of 18 materials of equivalent strength and attachment are p"......"J when specifically approved by the building ollicial. 3.5.3 Assembly C: 1, The flooring shall consist of a single layer of 48/24 tongue.and-groove span rated sheathing IExposure 11, When used as a roof-ceiling assembly, a single layer of square-edge span rated sheathing IExposure 11. complying with the applicable code, is permitted to be used for roof sheathing. AN butt joints of the floor or roof sheathing must be located over framing members. 2. 'tJ1 joists shall be installed in accordance with this report with a maximum spacing of 24 inches 1610 mm) on center for floor-ceiling assemblies and a .. ,',.. Jm spacing of 48 inches (1220 mm) on center for roof-ceiling assemblies. When used in roof-ceiling assemblies in which the joist spacing exceeds 24 inches 1610 mm) on center, framing perpendicular to the joists shall be installed at 24 inches (61 0 mm) on center to support the ceiling. 3, The ceiting me c..' . shall consist ola single layer of % inch (12.7 mml thick Type X gypsum board attached to joists or to stripping spaced at a maximum of 24 inches (610 mm) on center, The gypsum board shall be fastened with 1-5/8 inch 141.3 mmllong Type S screws located 6 inches 1152 mm) on center at end joints and 8 inches (203 mml on center in the field, 4. An approved. exposed. fire rated suspended ceiling system shall be installed beneath the gypsum board ceiling, The minimum distance between the suspended ceiling and the gypsum board ceiling shall be 12 inches (305 mm), The grid system shall be suspended with No. 12 SWG galvanized steel wire fastened to the 'tJ1 joists or to stripping with 3 inch 176 mm) long flathead hanger screws. Light fixture protection shall consist of 6 inch 1152 mm) wide pieces of ceiling grid panels that are 48 inches 11220 mm)long for the sides and 24 inches 1610 mm)long for the ends. with a full grid panel placed on top. A galvanized steel duct is permitted for each 200 square feet (18.6 m') of ceiling area, provided the duct has a maximum 12 inch 1305 mm) diameter steel diffuser opening without a damper and a maximum 6 inch x 12 inch (152 mm x 305 mml return-air opening. Ceiling panels shall be 5/8 inch (15.9 mm) thick USG FIRECOOE AURA TONE. Noncombustible batt insulation that is rated R-30 or less is permitted to be installed above the gypsum board in the cavity between the joists. 3.5.4 Assembly D: 1, The flooring shall consist of a single layer of 48/24 tongue-and-groove span rated sheathing (Exposure II. Page 4 of 18 When used as roof-ceiling assembly, a single layer of square-edge span rated sheathing (Exposure 1), complying with the applicable code, is permitted to be used for roof sheathing. All butt joints of the floor or roof sheathing shall be located over framing members. 2, TJI joists shall be installed in accordance with this report, with a maximum spacing of 24 inches 1610 mm) on center. 3, The ceiling membrane shall consist of a single layer of Y., inch 112,7 mm) thick USG FIRECODE8 Type C or Westroce Fireboard C gypsum board screw-attached to steel furring channels placed perpendicular to the 1;11 joists. 1lle furring channels are spaced 24 inches (610 mm) on center (maximum) and shall be suspended from the joists using No. 24 gauge proprietary attachment clips designated 'Simpson Strong-Tie CSC Support Clips', A CSC support clip shall be located at each joist to support the furring channel, At channel splices, adjacent pieces are overlapped a minimum of 6 inches (152 mm) and are tied with double strand No. 18 SWG galvanized steel wire at each end of the overlap, 4, A layer of 1 inch {25,4 ml thick, minimum 6 pcf (96 kg/m>), Thermafiber mineral wool fireproofing, or Fiberex.fBX 1280 Industrial Board or Fiberex-IF 1280 Flex Batt, shall be placed between the bottom flanges of the joists and the top of the furring channels. As an alternative, a layer of 2 inch (51 mm) thick, 8 pcf (128 kg/m"), Thermafiber mineral wool firepr</ofing is also permitted. 3.5.5 Assembly E: 1. The flooring shall consist of a double wood floor as described in Section 3,5.1, Assembly A of this report, or a single layer floor of 48/24 tongue-and-groo ve span rated Sheathing (Exposure 1). When used as a roof-ceiling assembly, a single layer of square-edge span rated sheathing (Exposure 1), complying with the applicable code, is permitted to be used for roof sheathing. All butt joints of the floor or roof sheathing shall be located over framing members, 2. 1;11 joists shall be installed in accordance with this report with a maximum spacing of 24 inches 1610 mm) on center for floor-ceiling assemblies and with a maximum spacing of 48 inches 11220 mm) on center for roof-ceiling assemblies. When the flooring consists of a double wood floor as described in Section 3.5,1 Assembly A of this report, the joists are permitted to be spaced a maximum of 48 inches (1220) on center. When joists are spaced greater than 24 inches 1610 mml on center, framing perpendicular to the joists shall be installed at 24 inches (610 mm) on center to support the ceiling. 3, 0.5.6 ~ 2. 3, Report No. NER-, Any ceiling membrane that provides a 40 minute. finish rating is permitted. An example of a ceiling having a 40 minute finish rating is one that cons' of two layers of % inch (12.7 mml thick. Typ gypsum board, installed perpendicular to the lJI joists, as described in Assembly 8 (Section 3.5.2 of this reportl, Substantiating data, including a report of the fire-endurance testing conducted in accordance with ASTM E 119, shall be furnished to the building official, and shall verify that a particular ceiling system meets the 40 minute finish rating requirement. The finish rating of the membrane protection shall be determined in accordance with Sections 45 through 50 of ASTM E 119. Assembly F: The flooring shall consist of a single layer of 48/24 tongue-and-groove span rated sheathing IExposure 1). The flooring shall be attached to the top flange of the joists with AFG-01 construction adhesive and nailed with 8d common nails spaced a maximum of 6 inches (152 mm) on center along the boundary and edges and 12 inches (305 mm) on center in the field. When used as a roof-ceiling assembly, a single layer of square-edge span rated sheathing (Exposure 1), complying with the applicable code, is permitted to be used as roof sheathing, All butt joints of the floor or roof sheathing sh~" , located over framing members. TJI joists shall have nominal 2 x 4 or larger flanges and shall be installed in accordance with this report. When used in a floor-ceiling assembly, the joist spacing shall not exceed 24 inches 1610 mm) on center. When used in a roof-ceiling assembly, the joist spacing is permitted to exceed 24 inches (610 mm) on center. The ceiling membrane shall consist of one layer of 5/8 inch 115.9 mm) thick, USG FIRECODE Type C or Westroc Fireboard C gypsum board, screw-attached to RC-l resilient channels spaced 16 inches 1406 mml on center, placed perpendicular to the TJI joists. The resilient channels are attached with 1-5/8 inch (41.3 mml long Type S screws at each TJI joist. Two resilient channels are provided at each gypsum board butt joint, and extend to the next joist beyond the longitudinal joints. The gypsum board shall be fastened to the resilient channels with 1 inch 125.4 mm) long Type S screws spaced at 12 inches (305 mm) on center in the field and 8 inches 1203 mm) on center at the butt joints. In roof-ceiling assemblies in which TJI joists are spaced more than 24 inches (610 mm) on center, the ceiling, including the resilient channels, shall be attached to stripping spaced 24 inches 1610 m ~ center. The attachment of the ceiling membr. 0 the stripping members is similar to the attachment of the ceiling membrane to the TJI joists, For spans up to 5 feet 11524 m), the stripping members shall be a minimum of nominal 2 x 4 Construction-grade Report No. NER-200 Douglas fir lumber, The stripping shall be attached to the bottom flanges with 10d nails. Wood stripping materials of equivalent strength and attachment are , ~ ":, ~,' when specifically approved by the building official, 4, A layer of 1-112 inch 138 mm) thick, 2-112 pcf 140 kgim'l, Thermafiber Sound Attenuation' Fire Blankets or Fiberex SAFB (sOund attenuation fire batts) shall be placed between the bottom flanges of the 'tJ1 joists and the top of the resilient channels. The insulation material shall be friction fitted into place and supponed by the resilient channels, 3.6 As.Br\i)1y G - Two-hour, Fir.,e.l.tlve Roof-Ceinng or Floor-Celllng Rating Is A..lgned to the Following Con'lructlon (descriptive details for the assembly are noted below and in Figure 4), 1. The floor sheathing shall consist of a single layer of 48/24 tongue-andllroo ve span rated sheathing (Exposure 11. When used as a roof-ceiling assembly, a single layer of square-edge span rated sheathing (Exposure 11, complying with the applicable codll. is permitted to be used for roof sheathing, AU butt joints of the floor or roof sheathing must be located over framing members. 2. 'tJ1 joists shall be installed in accordance with this report at a maximum spaCing of 24 inches (610 mm) on center. 3. Optional glass fiber insulation, unlaced batts that are 24 inches (610 mm) wide by 48 inches (1220 m) long by 3-1/2 inches 189 mm) thick. are permitted to be placed in the plenum between the 'tJ1 joists and supported by stay wires spaced 12 inches (305 mm) on center along the ~ . .., flanges. 4. The ceiling membrane shall consist of three layers of 5/8 inch (15.9 mml thick Gold Bond Fire Shield G, Type X, gypsum board. The base layer shall be applied perpendicular to the 'tJ1 joists, with ends staggered, and attached directly to the bottom flanges with 1-5/8 inch (41.3 mm) long Type S screws spaced 12 inches (305 mm) on center along each joist. Resilient channels, minimum No. 28 gauge (0.016 inch (0,41 fMl)), shall be applied over the first layer of gypsum board running perpendicular to the 'tJ1 joists and spaced a maximum of 16 inches (406 mml on center. The channels shall be attached to the 'tJ1 joist bottom flanges with 1-5/8 inch (41.3 mml long Type S screws. The middle layer of gypsum board shall be applied perpendicular to the resilient channels, with end joints staggered, and attached to the resilient channels with 1 inch (25.4 mm) long Type S screws spaced 12 inches 1305 mm) on center, The finish layer of gypsum board shall be installed with edges and end joints staggered from the middle layer and shall be fastened to the resilient channels with 1-5/8 inch (41.3 mm) long Type S screws spaced 8 inches 1203 mml on center, Joints Pege 5 of 18 in the finish layer of gypsum board shall be covered with joint compound and paper tape, and exposed screw heads shall be covered with joint compound. 3.7 Alternate Floor Sy.tems: 1. An alternate floor or roof deck to Assemblies A, B, C, D. E, F. and G previously described, consists of a minimum 40/20 span rated sheathing (Exposure 1), over joists spaced at a maximum of 24 inches (610 mm) on center with either 1-112 inches (38 mm) of lightweight concrete or 1 inch (25,4 mm) of gypsum concrete over the sheathing. When the joists are limited to a maximum spacing of 20 inches (508 mm) on center, a 3/4 inch 119 mm) thick topping of gypsum concrete is permitted to be used, The gypsum concrete shall be evaluated in a current evaluation repon issued by the NES, BOCA ES for jurisdictions using the BOCAlNational Building Code, ICBO ES for jurisdictions using the Uniform Building Codll. or S8CCI PST 6 ESI for jurisdictions using the Standard Building Code. The report shall include an evaluation for fire resistance that permits the repla. ~ ~ . of the floor systems with the span rated sheathing and gypsum __.._,~.~ system. 2. The ceiling is permitted to be omitted over unusable crawl space below, and flooring is p,~, :... J to be omitted where unusable attic space occurs above for all systems in Sections 3.5.1 through 3.5.6. provided the top flange lateral suppon requirements of Section 3.4 are met 3.8 Sound Ratings 3.8.1 Assembly B, Option 1, STC = 50 Assembly B, described in Section 3,5.2 of this repon and shown in Figure 4. when constructed with resilient channels spaced at 16 inches (406 mm) on center, has a minimum sound transmission class ISTe) rating of 50, This assembly has the following impact insulation class (IICI ratings when constructed with the additional materials described below: 1 . Ie rlIlIng of 60: The floor covering shall include a 40 ounce per square yard 11.36 kg/m') pad and 56 ounce per square yard (1.90 kg/m') carpet. 2. IIC rating of 51: The 1I00r covering shall include Tarkett Acoustillor sheet vinyl and the ceiling shall consist of twO layers of 5/8 inch (15,9 mm) thick Type X gypsum board and 3-112 inch (89 mm) thick glass fiber insulation shall be located at the bottom of the floor cavity, 3. IIC rating of 45: The floor covering shall include a 43.2 ounce per square yard 11.47 kg/m'l, minimum 0,123 inch (3.1 mm) thick cushioned vinyl. 3.8.2 Assembly 8. Option 2, STC - 58 Assembly B, described in Section 3,5,2 of this report and shown in Figure 4, when constructed with resilient channels spaced at 16 inches (406 mm) on center, and with a 3/4 inch (19 mm) thick. topping of gypsum concrete. evaluated in a current evaluation report. has a minimum sound transmission Paga 6 0118 class (STC) rating 01 58. This assembly has the lollowing impact insulation class (IIC) ratings when constructed with the additional materials described below: 1 , IIC rating 01 54: The 1I00r covering shall include a 40 ounce per square yard pad (1.36 kg/m') and 56 ounce per square yard (1.90 kg/m') carpet. 2. IIC rating 01 54: The 1I00r covering shall include Tarkett Acoustillor sheet vinyl and the ceiling shall consist 01 two layers 01 5/8 inch (15.9 10m) thick Type X gypsum board and 3-112 inch (89 10m) thick glass liber insulation shall be located at the bottom 01 the floor cavity, 3. IIC rating of 50: The floor covering shall include either Armstrong VIOS or Armstrong Cambray sheet vinyl and the ceiling shall consist of two layers 01 5/8 inch (15.9 nvn) thick Type X gypsum board and 3-112 inch (89 nun) thick glass liber insulation shall be located at the bottom of the floor cavity, 3.8.3 Assembly D, Opdon 1, STC - 47,IIC - 54 Assembly D, described in Section 3.5.4 of this report and shown in Figure 4, has a minimum sound transmission class ISTC) rating 01 47. This assembly has an impact insulation class (IIC) rating of 54 when the floor covering includes a 40 ounce per square yard pad (1.36 kg/m') and 56 ounce per square yard 11,90 kg/m') carpet, 3.8.4 Assembly D, Option 2, STC - 59, IIC - 54 Assembly D, described in Section 3.5.4 01 this report and shown in Figure 4, when constructed with a 3/4 inch (1'g 10m) thick, topping of gypsum concrete, evaluated in a current evaluation report, has a minimum sound transmission class (STC) rating of 59, This assembly has an impact insulation class (IIC) rating of 54 when the floor covering includes a 40 ounce per square yard 11,36 kg/m') pad and 56 ounce per square yard 11.90 kg/m') carpet, 4.0 INSTALLATION Drawings and/or specilications for the erection and installation of the 'tJ1 Joists lor each job shall be strictly adhered to and a copy of these documents shall be available at all times on the job site during installation. 5.0 IDENTIFICATION TJI Joists shall be identified by a stamp indicating the joist type, NES report number, manulacturer's name, plant number, and the name or logo 01 the third party quality control agency (PFS Corporation, NER-QA251), 6,0 EVIDENCE SUBMITTED 6.1 Results 01 structural load tests, product brochure, descriptive literature, quality control manual and engineering calculations have been submitted under the cover of a manual, dated February, 1982, 6,2 Results 01 a lire test, File No. R5492-2, dated October 6, 1981, conducted by Underwriters Laboratories, Inc. in accordance with ASTM E 119. Report No. NER-20" 6.3 Results 01 sound test perlormed a Riverbank' Acoustical Lab, Geneva, Illinois, and witnessed bv Shiner Associates, Ine" Skokie, Illinois, conduct between May 1981 and September 1981, accordance with ASTM E 492 and ASTM E 90. 6.4 Data under the cover 01 letters, dated March 8, March 23, April 20 and May 20, 1982, 6,5 Results of load tests, Job No. 63-1978, dated May 24, 1982, witnessed by Northern Testing Laboratories, Boise, Idaho. 6,6 Results 01 'tJ1I40 joist bending tests, Job No. 63-398 dated February 24, 1983, witnessed by Northern Testing Laboratories, Boise. Idaho, 6,7 Results 01 load and lire tests and descriptive data under the cover 01 letters, dated December 2, 1983, February 21, March 2 and July and September 13, 1984. 6.8 Descriptive details and calculations under the cover 01 letters, dated October 24 and October 29, 1984. 6.9 Results 01 bending and shear tests conducted on joists with OSB webs, descriptive details and quality control inlormation 01 OSB web in a manual, dated February, 1985, prepared by William Couch, P,E, and Joe Piscione, P. E. 6.10 Trus Joist Corporation's letter, dated September 18, 1985 with calculations by J,R. Piscione, P.E. 6,11 Descriptive details, calculations, results 01 tests, test reports and quality assurance manual submitted in three volumes under cover of a letter, dated October 30, 1992, signed by Joseph R, Piscione, P.E, 6,12 Revised TJI Joist Rational Bearing Analysis, dated October 30, 1998, prepared by Mark Drone and W' Meyers. 6,13 Product Mix Re-Design Report, dated April, 1997. Applicable portions signed by Glen 0, Robak, P.E. 6,14 TimberStrand LSL Flange I-Joist Report, dated April, 1997, Applicable portions signed by Glen D. Robak, P.E, 6,15 Tim~~,:;..o..d TJIIJoist Manulacturing Standard, East Kentucky Plant, dated December 1997. 6,16 Microllam LVL Manufacturing Standards for Eugene, Stayton, and Junction City, OR Plants, the Lowndes County, GA Plant, the Natchitoches, LA Plant, and the Buckhannon, WV Plant, dated April, 1994, May, 1996, and January, 1997 respectively. 6.17 Review and discussion 01 two ASTM E 119 full scale 1I00r/ceiling assembly fire tests, dated February, 1996, prepared by David Rice. P.E, Attached were the lollowing tests: . Report of lire tests conducted in accordance with ASTM E 11 9, prepared by Warnock Hersey, Report No. 651-0435, dated September 17, 1992. . Report 01 lire tests conducted in accordance with ASTM E 119, prepared by PFS Corporation, PFS Test Report 189-71, dated February 15, 1990. 6.18 Report 01 lire tests conducted in accordance with ASTM E 119, prepared by PFS Corporation, PFS Test Report 186.09-1, dated July 28, 1986, 6.19 Letter prepared by Inchcape Testing Services, de November 8, 1995, signed by David Rowlandso.. 6,20 Report 01 tests conducted in accordance with ASTM E 90 or E 492, prepared by Shiner + Associates, signed by Allen H. Shiner, P.E.: Report No. NER.200 6,21 6.22 6.23 6.24 S.25 6.26 6.27 6.28 6.29 . Report IN 81.25, dated September 28.1981, . Report IN 81-106, dated July 9, 1981. . Report IN 81.23, dated July 9, 1981, - Report IN 81.24, dated July 9,1981, - Report IN 81-87,dated May 29,1981. - Report IN 81-17, dated June 3, 1981. . Report IN 81-105, dated July 6,1981. . Report IN 81.20, dated July 6,1981, Report of tests conducted in accordance with ASTM E 492, prepared by Riverbank Acoustical laboratories. signed by Peter E. Straus: . Report RAL . IN 96.28. dated July 15, 1996. . Report RAL . IN 96.29, dated July IS, 1996. - Report RAL . IN 96.30, dated July 16, 1996. Qualification data concerning the 1J11H90X joists. witnessed by the PFS Corporation. Reports of 1JM Experiment Nos. 1453, 1440 and 1449 concerning Qualification of various 1JllPro-120 TS joists. lilstIng witnessed by PFS Corporation. 1J1 Joist Manufacturing Standard IClaresholm, East Kentucky, Eug_, Stayton, Evergreen, Lowndes County, and Natchitoches Plants), dated November, 1998. 1J11L6S Confirmation Testing, CRe Experiment No. X1496, dated December 28, 1998, signed and sealed by Glen 0 Robak, P.E.. Testing t '. _~.ed by PFS C........""..:...... Letter prepared by Fibrex, dated December IS, 1998, signed by Jeff Goodwin. Letter prepared by Thermafiber, dated October 8, 1997, signed by Michael J. Williams. Qualification testing for the Evergreen Plant. Derivation of design values for the 9.112 inch deep 1JllPro 550 joist. ,---... Page 7 of 18 7.0 CONDITIONS OF USE The National Evaluation Service Committee finds that 1J.. Joists as described in this report are acceptable alternative materials, products or methods of construction to those specified in the 1999 BOCA National Building Code, the 1999 Standard Building Code and the 1997 Uniform Building Code with 1998 Supplement, subject to the following conditions: 7,1 TJI Joists shall be produced at the Trus Joist MacMillan Valdosta, Georgia; Eugene, Oregon; Stayton, Oregon; Natchitoches, Louisiana; Chavies, Kentucky; Claresholm, Alberta and Castleberry, Alabama plants with Quality control inspections by PFS Corporation (NER.GA2S1,. 7.2 Allowable loads shall not exceed the values set forth in Table 2, 7.3 Design calculations and details for specific applications shall be furnished to the code official verifying compliance with this report and the applicable code. The individual preparing such documents shall possess the necessary credentials regarding competency and Qualifications as required by the applicable code and the professional registration laws of the state where the construCtion is undertaken. 7.4 Cutting, notching or boring of the 1J1 joist flanges is not permitted. Holes in webs of the 1J1 joists shall conform to the reqL:. _"'_"~ given in Figwes 2 and 3 of this report. 7.5 This report is subject to re-examination on a periodic basis. For information on the current status of this report, contact one of the partiCipating members of the NES, P8{le 8 0118 Report No, NER-:._ . ,J' TABLE 1 - JOIST DESCRIPTION T JI Joist Series Flange Flange Web Range of Joist Depths Grade Size Thickness (Inches) (Inches) (Inches) 1. Performance Plus OSB Web TJI Joists I TJI"'/Pro 150 (1) 2,1 1.5 x 1.5 3/8 9 1/2 - 11 7/8 I T JI"'/Pro 250 (1) 2.1 1.5x 1.75 3/8 7 1/2 - 16 TJI"'/Pro 350 (1) 2.0 1.5 x 2.3 3/8 9 1/2 - 16 I T JI"'/Pro 550 (1) 2.0 1,5 x 3.5 7/16 9 1/2 - 16 I TJIGl)/Pro 120TS (2) 1,55 1.5x1.75 3/8 9 1/2 - 14 I TJI-lPro 150TS (2) 1.55 1.5 x 2.0 3/8 9 1/2 - 11 7/8 I T JI"/L60 (1) 2.1 1,5 x 2,3 7/16 16 - 30 T Ji"'/L65 (1) 2.1 1.5 x 2,55 7/16 9 1/2 - 30 TJI"'1H60 (1) 2.1 1,75 x 2.3 7/16 10 - 30 TJI"1L90 (1) 2.1 1.5 x 3.5 7/16 16 - 30 T J~/H90 (1) 2.1 1,75 x 3.5 7/16 10 - 30 T Ji"'/H90X (1) 2,1 1.75 x 3.5 1/2 10 - 34 2. Plywood Web T JI"' Joists I T JI"'/Pro 25P & T JI/L45P (1) 2.1 1.5x1.75 3/8 7112 - 16 (8-24 Taper) I T Jl"/Pro 35P (1) 2,1 1.5 x 2.3 3/8 10 -20 I T J'"'/Pro 350P & (1) 2.1 1.5 x 2.3 15/32 10 - 30 (8-30 Taper) T JI/L60P I TJI"'/Pro 550P & (1) 2,1 1.5 x 3.5 15/32 10 - 30 (8-30 Taper) TJIIL90P I T JI"'/H60P (1) 2.1 1,75 x 2.3 15/32 10 -30 I TJI"'/H90P (1) 2,1 1.75 x 3,5 15/32 10 - 30 For SI: 1 inch = 25.4 mm (1) = Microllam8 L VL (2) = TimberStrand" LSL ~ ReDOrt No. NER. 200 Paoe 9 of 18 TABLE 2 . PROPERTIES FOR T JI JOISTS BASIC PROPERTIES REACTlONPROPERTlES JOIST JOIST RESISTIVE' VERT, EI. K END REACTION fibs,) INTERMEDlA TE REACTION llbo.) DEPTH WT. MOMENT SHEAR 10' 1-314" 3.1/2" NAILS -~-'-'~::-'_~.ir~" NAILS Iln.) Ipl!) (1L~ba.) (Ibo.) Ibs,~n. 2 REQ'D, 'i!'--""~''';:'''''''' """,__,,,,,,,",,,:,~,,W{' }~;q,.:,,",, "'.-:" ,,> -- __ j,.,:', w ..r~ REQ'D. B..rlng Lgth. Bearing Lgth. Bearing Lgth. Be.rlng Lg1h. w.b S_.... W.b S_nors I Web Stiffen.,. Web Stiffen... NO I YES J NO I YES I NO I YES NO I YES TJUPro 150 9-1/2 I 2.0 2730 1120 I 160 14,51 945 NA I 1120 I NA NA 1895 NA 2440 NA NA 11-7/8 2.3 3620 1420 278 4.5 945 NA 1420 NA NA 1895 NA 2440 NA NA TJUPro 250 7-1/2 2,0 2335 860 103 I 04,5 860 NA 860 NA NA 2030 NA 2225 NA NA 9-1/2 2.2 3210 1120 185 4,5 1015 NA 1120 NA NA 2030 NA 2575 NA NA 11-7/8 2.5 4260 1420 319 4.5 1015 1120 1420 1420 3-8d 2030 2385 2575 2930 3-8d 14 2.8 5210 1710 474 4.5 1015 1120 1560 1710 3-8d 2030 2385 2575 2930 3-8d 16 3,0 6075 1970 653 4,5 1015 1120 1560 1915 3-8d 2030 2385 2575 2930 3-8d TJ.lPro 350 9-1/2 2.7 3745 1120 231 4.5 1120 NA 1120 NA NA 2320 NA 2870 NA NA 10 2.8 4010 1185 261 4.5 1160 1185 1185 1185 3-8d 2320 2680 2870 3065 3-8d 11-7/8 3,0 5000 1420 395 4.5 1160 1420 1420 1420 3-8d 2320 2680 2870 3225 3-8d 14 3.2 6135 1710 584 4.5 1160 1505 1615 1710 3-8d 2320 2660 2870 3225 3-8d 16 3.5 7205 1970 801 4.5 1160 1505 1615 1970 3-8d 2320 2680 2870 3225 3-8d T JUPro 650 91/2 3.8 5T45 1675 348 5.3 1400 NA 1675 NA NA 3355 NA 3970 NA NA 10 3.9 6150 1720 394 5.3 1400 1715 1720 1720 2-16d 3355 3870 3970 4285 2.16d 11-7/8 4.2 7675 1925 593 5.3 1400 1875 1885 1925 3-16d 3355 3830 3970 4445 3-16d 14 4.5 9420 2125 874 5.3 1400 1875 1885 2125 3-16d 3355 3830 3970 4445 3-16d 16 4.7 11065 2330 1192 5.3 1400 1875 1885 2330 3-16d 3355 3830 3970 4445 3-16d TJUL60 16 3.7 8015 2330 847 5.3 , 1315 1505 1885 2330 6-8d 2625 3330 3245 3990 6-8d 18 4,0 8825 2535 1119 5.3 1315 1505 1885 2535 7-&1 2625 3330 3245 4115 7-8d 20 4.3 9905 2740 1437 5.3 NA 1505 NA 2740 8-8d NA 3330 NA 4235 8-8d 22 4.5 10985 2935 1801 5.3 NA 1505 NA 2935 9-8d NA 3330 NA 4360 9-8d 24 4.8 11635 3060 2214 5.3 NA 1505 NA 3010 lo-8d NA 3330 NA 4485 10.8d 26 5.1 12680 2900 2678 5.3 NA 1505 NA 2900 11-8d ,'i:.$NA'~ "::4f10.t\; O"IIIA . n25 11-8d 28 5.4 13725 2900 3196 5.3 NA 1505 NA 2900 12-&1 '.NA -..,... NA -$3MI 12-8d 30 5.6 14nO 2900 3769 5.3 NA 1505 NA 2900 13-&1 'NA - -NA $171 13-8d TJI/L65 9.5 3.0 4715 1675 268 5.3 1390 NA 1675 NA NA 2780 NA 3395 NA NA 10 3.1 5040 1720 303 5.3 1390 1680 1720 1720 3-8d 2780 3150 3395 3765 3-8d 11.875 3.4 6260 1925 459 5.3 1390 1680 1885 1925 3-8d 2780 3150 3395 3765 3-8d 14 3.7 7655 2125 678 5,3 1390 1680 1885 2125 5-8d 2780 3400 3395 4015 5-8d 16 3,9 8935 2330 930 5.3 1390 1680 1885 2330 6-8d 2780 3525 3395 4140 6-8d 18 4,2 9835 2535 1227 5.3 1390 1680 1885 2535 7-8d 2780 3850 3395 4265 7-8d 20 4.5 11040 2740 15T2 5,3 NA 1680 NA 2740 8-8d NA 3720 NA 4385 8-8d 22 '.8 12245 2935 1967 5.3 NA 1680 NA 2935 9-8d NA 3720 NA 4510 9-8d 24 5,0 12975 3060 2414 5.3 NA 1680 NA 3060 lll-8d NA 3720 NA 4635 10-8d 26 5.3 14140 2900 2915 5,3 NA 1680 NA 2900 11-8d 'IlIA ..- .oNA I3fII 11-8d 28 5.6 15305 2900 3473 5.3 NA 1880 NA 2900 12-&1 -NA '..... NA ,- 12-8d 30 5.8 16465 2900 4089 5.3 NA 1680 NA 2900 13.8d .NA - -NA ISGI 13-8d , JUL90 16 4.7 12425 2330 1246 5.3 1400 2030 1885 2330 '-16d 3355 3985 3970 4605 '-16d 18 5.0 13680 2535 1635 5,3 1400 2030 1885 2515 4-16d 3355 3985 3970 4605 4-16d 20 5.3 15360 2740 2085 5.3 NA 2190 NA 2675 5-16d NA 4145 NA 4760 5-16d 22 5.6 17040 2935 2597 5.3 NA 2345 NA 2830 6-16d NA 5090 NA 5710 11-16d 24 5.8 18060 3060 3172 5,3 NA 2345 NA 2830 6-16d NA 5195 NA 6025 13-16d 26 6.1 19680 2900 3814 5.3 NA 2345 NA 2900 7-16d >NA - ;NA -.'. l'.l6d 28 6.4 21300 2900 4525 5.3 NA 2345 NA 2900 8-16d NA --;- "'NA' \..'; 15-16d 30 6.6 22925 2900 5306 5.3 NA 2345 NA 2900 8-16d NA - NAl.. - 17-16d Paae 10 of 18 Report No. NER- <. f TABLE 2 - CONTINUED Page 2 BASIC PROPERTIES REACTION PROPERTIES JOIST JOIST RESISTIVE VERT. EI. K END REACTION (Ibs.) INTERMEDIATE REACTION (Ibs.) DEPTH WT. MOMENT SHEAR 10 · 1-314" 3-1/2" NAILS 3-1/2" 5-114" NAILS 2 . (in.) (pI!) (ft.-Ibs.) (Ibs., IbsAn. REQ'D. .;$-fI47:m ...,............'(..,(7J REQ'D. Bearing Lgth. B.aring Lgth. B.aring Lgth. Bearing Lgth. ! Web Stiffeners W.b Stlff.ners I Web Stiffeners Web Stiffeners NO I YES NO I YES I NO I YES NO I YES T JI/H60 10 3.2 5000 1720 300 5.3 U 1400 1505 1720 1720 3-8d 3335 3335 4090 4450 3.8d 11-7/8 3.4 6260 1925 456 5.3 1400 1505 1885 1925 3-8d 3335 3335 4090 4460 3-8d 14 3.7 7695 2125 679 5.3 1400 1505 1885 2125 5-Bd 3335 3335 4090 4710 5-8d 16 4.0 9055 2330 934 5.3 1400 1505 1885 2330 6-Bd 3335 3335 4090 4830 6-8d 18 4.2 10070 2535 1236 5.3 1400 1505 1885 2535 7-Bd 3335 3335 4090 4840 7-8d 20 4.5 11340 2740 1587 5.3 NA 1505 NA 2740 8-Bd NA 3335 NA 4840 8-8d 22 4.8 12590 2935 1989 5.3 NA 1505 NA 2935 9-Bd NA 3335 NA 4840 9-8d 24 5.1 13350 3060 2444 5.3 NA 1505 NA 3010 10-Bd NA 3335 NA 4840 10-Bd 26 5.3 14555 2900 2955 5.3 NA 1505 NA 2900 ll-Bd J;friN/i - . ",'HA-f '-.51<<1 11.8d ,,' ", -,-,", 28 5.6 15760 2900 3523 5.3 NA 1505 NA 2900 12-Bd .-,NA ..- _.'.'HA -.5lIDO.. 12.Bd 30 5.9 16965 2900 4151 5.3 NA 1505 NA 2900 13-Bd HA - HA' '5BOO- 13-Bd TJIIH90 10 4.3 7760 1720 453 5.3 1400 1715 1720 1720 2-1Bd 3495 3810 4100 4420 2-1Bd 11-7/8 4.6 9730 1925 687 5.3 1400 1715 1885 1925 2-1Bd 3495 3810 4100 4420 2-1Bd 14 4.9 11975 2125 1015 5.3 1400 1875 1885 2125 3-1Bd 3495 3970 4100 4575 3-1Bd 16 5.2 14100 2330 1389 5.3 1400 2030 1885 2330 4-1Bd 3495 4130 4100 4735 4-16<1 18 5.4 15685 2535 1827 5.3 1400 2030 1885 2515 4-16<1 3495 4130 4100 4735 4-16<1 20 5.7 17670 2740 2331 5.3 NA 2190 NA 2675 5-16<1 NA 4285 NA 4890 5_4"'-i 22 6.0 19625 2935 2904 5.3 NA 2345 NA 2830 6-16<1 NA 5195 NA 5840 1 24 6.3 20810 3060 3549 5.3 NA 2345 NA 2830 6-16<1 NA 5195 NA 6155 1:3.,....J 26 6.5 22695 2900 4266 5.3 NA , 2345 NA 2900 7-16<1 'HA 5lIDO HA 5110O 14-16<1 28 6.8 24580 2900 5059 5.3 NA 2345 NA 2900 8-16<1 HA 5lIDO HA 5110O 15.16<1 30 7.1 26465 2900 5930 5.3 NA 2345 NA 2900 8-16<1 . HA .5lIDO HA 5110O 17.16d TJIIH90X I 10 4.5 7750 2345 455 6.0 1600 1920 2150 2345 2-16<1 3995 4320 4690 5010 2-16<1 11-7/8 4.8 9710 2555 690 6.0 1600 1920 2150 2475 2.16<1 3995 4320 4690 5010 2-16<1 14 5.1 11955 2795 1022 6.0 1600 2080 2150 2635 3-16<1 3995 4480 4690 5170 3-16d 16 5.4 14075 3020 1400 6.0 1600 2240 2150 2795 4.16<1 3995 4640 4690 5330 4-16<1 18 5.7 15655 3245 1845 6.0 1600 2240 2150 2795 4.16<1 3995 4840 4690 5330 4-16<1 20 6.0 17640 3470 2359 6.0 NA 2345 NA 2955 5.16<1 NA 4800 NA 5495 5-16d 22 6.3 19585 3700 2843 6.0 NA 2345 NA 3120 6-16<1 NA 5195 NA 6460 11-16d 24 6.7 20770 3925 3602 6.0 NA 2345 NA 3120 6.16<1 NA 5195 NA 6780 13.16d 26 7.0 22650 4150 4337 6.0 NA 2345 NA 3280 7-16<1 >NA ffU() HA 7635 14.16<1 28 7.3 24535 4375 5151 6.0 NA 2345 NA 3440 8-16<1 "HA 1105 HA 7195 15-16d 30 7.6 28415 4375 6047 6.0 NA 2345 NA 3440 8-16<1 NA 7425 HA 8120 17.16<1 32 7.9 28300 4375 7026 6.0 NA 2345 NA 3600 9-16<1 HA 7_ HA 8280 18-16<1 34 8.2 30180 4375 8092 6.0 NA 2345 NA 3600 9-16<1 HA 1_ HA Uf(/ 19-16<1 T JIIPro :Z5P. T JIli.45P 7-1/2 1.9 2330 640 100 2.7 640 NA 640 NA NA 1655 NA 1655 NA NA 9.1/2 2.2 3200 805 177 2.7 805 NA 805 NA NA 1905 NA 2085 NA NA 11.7/8 2.4 4245 990 300 2.7 950 990 990 990 3.8d 1905 2260 2415 2560 3.8d 14 2.6 5190 1160 440 2.7 950 1120 1160 1160 5-8d 1905 2480 2415 2730 5.Bd 16 2.8 6055 1315 598 2.7 950 1120 1315 1315 6-8d 1905 2480 2415 3095 6-8d 18 3.0 6665 1470 783 2.7 950 1120 1465 1470 7-8d 1905 2480 2415 3250 7-8d 20 3.2 7480 1625 996 2.7 950 1120 1465 1625 8-Bd 1905 2480 2415 3370 8-8d 22 3.5 8295 1350 1238 2.7 950 1120 1350 1350 9-8d 1905 2480 2415 3175 9.8d 24 3.7 8785 1350 1509 2.7 950 1120 1350 1350 10-Bd 1905 2480 2415 3175 10.8d Reoort No. NER. 200 Paoe 11 of 18 T AElLE 2 - CONTINUED Page 3 BASIC PROPERnES REAcnON PROPERnES JOIST JOIST RESISTIVE' VERT. Elx K END REAcnON (lbs.) INTERMEDIATE REACTION (lbs.) DEPTH WT, MOMENT SHEAR 10' 1-314. 3-112" NAILS 3-112" 5-1/4. NAILS (In.) (pIf) (It.-1bs.) (Ibs.) Ibs.-In. 2 REQ'D. (ti)~jtJ~F:}'{~~ ~r<';:J;,:'*0 REQ'D. c..c,.cc."....c,cm., K~c.J'f).c'" Bearing Lgth, Bearing Lgth, Bearing Lgth, Bearing Lgth, Web Stlffanars Web Stlffene.. I WebStlffanars Web Stlffane.. NO I YES NO I YES I NO I YES NO I YES T JUPro 35P 10 2,7 4555 8045 263 2.7 8045 NA 8045 NA NA 2180 NA 2185 NA NA 11-7/8 2,9 5680 1000 3S. 2.7 1000 1000 1000 1000 ~ 2180 25010 2590 2590 ~ 14 3.1 6920 1180" . 576 2.7 1090 1160 1180 1180 5-8d 2180 2730 2695 2730 5-8d 16 3.3 8075 1315 781 2.7 1090 1315 1315 1315 5-8d 2180 2895 2695 3095 6-8d 18 3.5 8890 1470 1020 2.7 NA 1470 NA 1470 7-8d NA 2S.0 NA 2S.0 7-&1 20 3.7 9980 1625 1293 2.7 NA 1505 NA 1625 8-8d NA 3135 NA 3250 8-8d TJI/Pro 350P,TJIIl60P 8 2.6 3380 1015 155 3.4 1015 NA 1015 NA NA 2450 NA 2625 NA NA 10 2.9 4515 1215 267 3,4 1215 1215 1215 1215 3-8d 2450 2830 3025 3145 ~ 11-7/8 3.1 5610 1420 402 3.4 1225 1420 1420 1420 ~ 2450 2830 3025 3405 ~ 14 3.4 6855 1625 591 3.4 1225 1505 1625 1625 5-8d 2450 3085 3025 3660 5-8d 16 3.6 7995 1830 806 3,4 1225 1505 1800 1830 6-80 2450 3210 3025 3785 5-8d 18 3.9 8805 2030 1058 3,4 1225 1505 1800 2030 7-&1 2450 3330 3025 3915 7-&1 20 4.2 9880 2235 1349 3,4 NA 1505 NA 2235 5-8d NA 3330 NA 4040 8-8d 22 4.4 10960 2440 1880 3.4 NA 1505 NA 2440 9-8d NA 3330 NA 4165 9-8d 24 4.7 11610 2645 2052 3.4 NA 1505 NA 2645 W-8d NA 3330 NA 4295 lG-8d 26 4.9 12650 2775 2468 3.4 NA 1505 NA 2n5 11-&1 ',;~NA<:;( ;MiD;'!. g'HA - 11-&1 28 5.2 13690 2900 2928 3.4 NA 1505 NA 2900 12-8d ,NA . \4$$0 NA $125 12-8d 30 5.5 14135 2900 3434 3.4 NA NA' 47$ . 'NA nso 13-8d 1505 NA 2900 13-8d TjUH60P 10 3.1 4985 1360 292 3.4 1380 1380 1380 1380 ~ 3070 3335 3570 3570 3-8d 11-7/8 3.4 6240 1575 442 3.4 1500 1505 1575 1575 ~ 3070 3335 3735 4075 ~ 14 3.6 7675 lnO 653 3.4 1500 1505 lnO lnO 5-8d 3070 3335 3135 4165 5-8d 16 3.9 9030 1970 893 3.4 1500 1505 1970 1970 5-8d 3070 3335 3735 4495 6-8d 18 4.2 10040 2165 1175 3.4 1500 1505 2020 2165 7-8d 3070 3335 3735 4622 7-&1 20 4.4 11305 2360 1499 3.4 NA 1505 NA 2360 8-8d NA 3335 NA 4750 5-8d 22 4.7 12550 2555 1868 3.4 NA 1505 NA 2555 9-8d NA 3335 NA 4840 9-8d 24 4.9 13310 2750 2283 3.4 NA 1505 NA 2750 lG-8d NA 3335 NA 48040 lG-8d 26 5.2 14510 2950 2745 3,4 NA 1505 NA 2950 11-8d ' iliA #<<ii; 'NA $7t!S 11-8d 28 5,5 15710 3030 3255 3.4 NA 1505 NA 3010 12-8d iNA. .- iNA .c$f20 12-8d 30 5.7 16915 3115 3816 3,4 NA 1505 NA 3010 1~ NA - NA . I/U$ 13-8d T JI/Pro .50P, TJU .IOP 8 3.6 5190 1180 237 3.4 NA 1180 NA 1180 NA 3055 NA 3055 NA NA 10 3.9 6990 1380 405 3.4 1380 1380 1380 1380 2-18d 3125 3450 3570 3570 2-18d 11-7/8 4.1 8690 1575 607 3.4 1500 1575 1575 1575 2-18d 3125 3450 3700 4025 2-18d 14 4.4 10630 lnO 887 3.4 1500 lnO lnO lnO 3-18d 3125 3610 3700 4165 3-18d 16 4.7 12405 1970 1204 3.4 1500 1970 1970 1970 4-16d 3125 3nO 3700 4345 4-16d 18 4.9 13680 2165 1574 3.4 1500 2140 2020 2165 4-16d 3125 3no 3700 4345 4-16d 20 5.2 15340 2360 1997 3.4 NA 2305 NA 2360 5-16d NA 3930 NA 4505 5-16d 22 5.4 17015 2555 2475 3.4 NA 2345 NA 2555 8-16d NA 4895 NA 50170 11-16d 24 5.7 18030 2750 3011 3.4 NA 2345 NA 2750 8-16d NA 5195 NA 5795 13-16d 26 6.0 19650 2950 3604 3.4 NA 2345 NA 2950 7-16d 'NA .- NA - 14-16d 28 6.2 21270 3030 4257 3.4 NA 2345 NA 3030 8-16d .NA SOlO NA SOlO 15-16d 30 6.5 22890 3115 4971 3.4 _ NA 2345 NA 3115 8-16d .NA 1230 NA ,6230 17-16d . Paae 12 of 18 BASIC PROPERTIES JOIST . JOIST' RESISTIVE' VERT.' EI x K DEPTH WT. MOMENT SHEAR 10. 2 (in.) (pi!) (ft.-Ibs.) (Ibs.) Ibs.-in. Bearing Lgth. Web Stiffeners NO I YES T JIIH90P 1380 1380 1575 1575 1770 1770 1970 1970 2140 2020 2305 NA 2345 NA 2345 NA 2345 NA 2345 NA 2345 NA T JIIPro 120TS !t-112 12.4 1 2570 1120 1141 14.511120 NA 1120 11-7/8 2.7 3430 1420 246 4,5 1120 1120 1420 14 2.9 4205 1710 368 4.5 1120 1120 1615 TJIIPro 150TS !t-1/2 J 2.6 J 2730 11120 l160 [4.51 1120 NA 1 1120 I NA 11-7/8 2.9 3620 1420 276 4.5 1200 NA. 1420. NA For SI: 1 inch = 25.4 mm, 1 pit = 14.59 N1m, 1 ft.-lb. = 1.356 N-m, 1 Ibs.-in.' = 2.87 kN-mm' 10 11-7/8 14 16 18 20 22 24 26 28 30 4.3 4.5 4.8 5.1 5.3 5.6 5.9 6,1 6.4 6.6 6.9 7750 9710 11955 14075 15655 17640 19585 20770 22650 24535 26415 1380 1575 1770 1970 2165 2360 2555 2750 2950 3030 3115 446 673 990 1348 1765 2243 2783 3387 4056 4792 5595 FOOT NOTES FOR TABLE 2 1. Refer to Figure 1 for 'Neb stiffener details. 2. Deflection is calculated as follows: _ Uniform load: 6. = 22.5WL' + 12WL' EI KdxlO' Where: P = Concentrated load, pounds. W = Uniform load in pounds per lineal foot. L = Clear span in feet. TABLE 2 - CONTINUED Page 4 REACTION PROPERTIES END REACTION (lbs.) INTERMEDIATE REACTION (Ibs.) 1-314" 3-1/2" NAILS 3-1/2" 5-114" ;,xycy' REQ'D. t~~!!,1!4;;17r:;;;j,;~::.jjtiiil?J "' .' Bearing Lgth. Bearing Lgth. Web Stiffeners Web Stiffeners I NO YES NO I YES I Bearing Lgth. Web Stiffeners NO I YES 3.4 . 3.4 3.4 3.4 3.4 3.4 3.4 3.4 3.4 I' 3.4 3.4 1380 1500 1500 1500 1500 NA NA NA NA NA NA 1380 1575 1770 1970 2165 2360 2555 2750 2950 3030 3115 2-16d 2-16<1 3-16d 4-16d 4-16<1 5-16d 6-16<1 6-16<1 7-16<1 8-16<1 8-16<1 NA 3-6<1 3-6<1 NA NA 3570 3745 3745 3745 3745 NA NA NA 3570 4070 4165 4390 4390 4551 5195 5195 :~5900,)? :44~0k 3570 4075 4165 4395 4395 NA NA NA 2900 3475 3475 2900 3515 Report No. NER-~_ ~ ~ NA....d REQ'D. 3570 4075 4165 4635 5040 5200 6010 6470 :',5900 j ,::t 2-16d 2-16<1 3-16<1 4-16d 4-16d 5-16<1 11-16<1 13-16<1 14-16<1 15-16<1 17-16<1 NA 1420 1710 ';,B23/I . 2480 2480 2480 NA 2480 2480 2870 2870 NA NA NA 3600 3600 NA 3-&1 3-&1 -j:oncentrated load at 6. = 36PL' + 24PL midspan: EI KdxlO' d = Out-to-out depth of joist, inches. EI = From table. K = From table. NA NA NA NA 3. The stated allowable design properties are for loads of normal duration. Adjustments to the allowable design values shall be in accordance with the applicable code. 4. Interpolation between bearing lengths and joist depths is permitted for allowable design reactions. 5. The minimum bearing length is permitted to be reduced for joists supported by hangers if supplemental nail attachment is provided to the web stiffener. 6. Allowable bearing lengths have been determined based on Trus Joist MacMillan Products. Allowable bearing on supporting members shall be checked. 7. Shaded areas indicate 5 1I4-inch and 7 -inch bearing lengths at intermediate reactions. B. Joist weights shown are calculated on a rational basis, are based on heavier of eastern or western species prOducts and are suitable for use in dead load calculation. Contact the producing plant for shipping weight information, if needed. Report No. NER- 200 '101 13 of 18 FIGURE 1 WEB STIFFENER NOTES AND DETAILS ,. Web siC, ", shall be installed at L ,,,".:,,.. polntsas required in Table 2. 2. Web stiffeners shall be installed at points of w..~""",~..;ad loads greater than 1500 pounds and are to be nailed in ..~~~,.:ance with the intermediate reaction schedule in Table 2. 3. Web stiffeners are to be installed on each side of the web as shown. with nails equally spaced vertically, 4. A gap shall be left at the top of web stiffeners as shown at all L '-C.. I. ... conditions, In the case of '.., .,,!rated loads. web S:':l, "0 are required as shown and the gap shall be at the bottom. S. Web sl'L " material shaH be sheathing meetillg the requirements of PS 1 or PS 2 with the face grain parallel to the long axis. 8. Some hallgers requke web str::" ". to comply with nalIng reqI:, .' 18 through side plates. 7. If web lltilfell8rS are not used in hanger support, the side of the hanger shaH extend up to laterally support the top flange. Web lltilfener speclIIcations are as follows: I T JI Joist Series I T JI/Pro 150 T JlIPro 250, T JIIPro 12OTS. T JI/Pro 2SP, T JI/l45P T JI/Pro 1SOTS T JI/Pro 350. T JIIL6O. T JI/L65. T JIIH60, T JI/Pro 35P. TJI/Pro 350P. TJIIL6OP. TJIIH60P T JlIPro 550. T JIIL90. T JIIH90. , TJI/Pro 55OP. TJI/l9OP. TJIIH9OP. TJIIH90X Minimum DImensions I "W (Inchesl 'T" (Inchesl 2 5118 1/2 2 5118 518 25118 2 5118 31/2 HED !lTI"~NER ATTACWMfNT -1"~ T4 1/&' m~. . U =.-3E~-'~"~ ~ J3:I SnYg rit MINIMUM 8EARlNG DI5TAH:f End s."""" I-knger 5upPOl'1. I J !> tl .."u -I ro- Mi" Becrir-q O,S(.or'\CC -YX -r:::- Min. 6ea'irq Di~lanc. ~ For II: 11ncll. 25.4 mm, 11b1.. 4,4041 N Grade See Note S See Note S 3/4 718 See Note S See Note S 11/2 I IConstruclion Grade 2x41 Concentra\ed Ioc:d [j'( , ;t ~ . .~I"_,"il"ul.'''''"IIII'.l Min. Be:arinQ Di.t.ance ConLirwovs T JI .Joist Support ~ ~~._-- ..... -I ro- MiM Becrirlg DistcrlCe P.140118 Report No. NER.200 F I(.:IU~: ? /\~_""JV\J^i:.~i_ L: 1-10:__ 'j. z:: C:.d~:':) . ~O~ _:OISTS l.AJi.r--,-. ~:.>:_ ---;'~JOOD Y'-,:='::3S r, A"'G~ --tT:'-~l'.,;:'$-::'5:.k-=O~"'.="':;,;=-:..::.~?%::--rg~_::,,:,,,,,,~:,,-,-;r,,~~=OS-.F2:;~s"""~~;t:":::.::'j (; 0 I F'L'f...ooD 0 , ~.a I i 0 1 I , , F"L.ANGE rf1 . n '..". I LJ'i. OF a...'... "cAT' . SPAN IN I MINIMUM DISTANCE FROM (. OF SUPPORT IN FEET AND INCHESTO Cl. OF HOLE FEET HOLE DIAMETER 3" 4" 5" 6" 7" 8" 9" 10" 12" 14" 16" 14 1-0 1-3 1-6 2-0 2-3 2-6 3-0 3-3 4-0 4-6 5-3 15 1-0 1-3 1-9 2-0 2-6 2-9 3-0 3-6 4-3 5-0 5-6 16 1-0 1-6 1-9 2-3 2-6 3-0 3-3 3-9 4-6 5-3 6-0 17 1-0 1-6 1-9 2-3 2-9 3-0 3-6 4-0 4-9 5-6 6-3 18 1-3 1-6 2-0 2-6 2-9 3-3 3-9 4-3 5-0 5-9 6-9 19 1-3 1-6 2-0 2-6 3-0 3-6 4-0 4-6 5-3 6-3 7-0 20 1-3 1-9 2-3 2-9 3-3 I 3-9 4-0 I 4-6 5-6 6-6 I 7-6 21 1-3 1-9 2-3 2-9 3-3 3-9 4-3 I 4-9 5-9 6-9 I 7-9 22 1-3 1-9 2-3 3-0 3-6 I 4-0 4-6 I 5-0 6-0 7-3 I 8-3 23 1-6 2-0 2-6 3-0 3-9 4-3 4-9 I 5-3 6-3 7-6 I 8-6 24 1-6 2-0 2-6 3-3 3-9 I 4-3 5-0 I 5-6 6-9 7-9 I 9-0 25 1-6 2-0 2-9 3-3 4-0 I 4-6 5-0 I 5-9 7-0 8-0 I 9-3 26 1-6 2-3 2-9 3-6' 4-0 i 4-9 5-3 6-0 7-3 8-6 I 9-9 27 1-9 2-3 3-0 3-6 4-3 I 4-9 5-6 I 6-3 7-6 8-9 I 10-0 28 1-9 2-3 3-0 3-9 4-6 I 5-0 5-9 I 6-6 7-9 9-0 I 10-6 29 1-9 2-3 3-0 3-9 4-6 I 5-3 6-0 I 6-6 8-0 9-6 10-9 30 1.9 2-3 3-3 4-0 4-9 I 5-6 6-0 I 8-9 8-3 9-9 I 11-3 31 1-9 2-6 3-3 4-0 4-9 I 5-6 6-3 I 7-0 8-6 10-0 I 11-6 32 2-0 2-9 3-6 4-3 5-0 I 5-9 6-6 I 7-3 8-9 10-3 I 12-0 33 2-0 2-9 3-6 4-3 5-3 I 8-0 6-9 I 7-6 9-0 10-9 I 12-3 34 2-0 2-9 3-6 4-6 5-3 I 6-0 7-0 I 7-9 9-3 11-0 I 12-9 35 2-0 3-0 3-9 4-6 5-6 I 6-3 7-0 I 8-0 9-9 11-3 I 13-0 I 36 I 2-3 ( 3-0 I 3-9 I 4-9 5-6 I 6-6 7-3 I 8-3 10-0 11-9 I 13-6 FarSI: 1 inch = 25.4 mm 1 loot = 304.8 mm TJI JOIST HOLE CHART INSTRUCTIONS ROUND HOLES - For simple spans and uniform loads use the table above (table on page 12 for joists having OSB webs) to determine holes sizes. SQUARE HOLES - Square holes sizes are determined by multiplying the maximum round hole diameter by a factor of 0,8 for plywood and 0.7 for OSB. MULTIPLE HOLES - Where more than one hole is desired the amount of wood between holes shall equal or exceed twice the diameter of the largest hole or twice the side of the largest square hole, CANTILEVERS AND CONTINUOUS SPANS - For unilormly loaded cantilevers and continuous T JI joists, the holes shall be located 1 inch farther from the support for each foot of clear span in addition to the values indicated in the table above, SPECIAL - Exceptions to these rules are possible under some conditions through special inquiry. NOTE - Do not cut the joist within 4 inches of the support centerline, otherwise a 2 inch diameter hole can be cut in the web anywhere. THE TOP AND BOTTOM FLANGES ARE NEVER TO BE CUT - The sizes given in the table are hole sizes, not duct sizes, FOR TJI JOISTS with 1.50 inch and 1.75 inch wide x 1.5 inch thick flanges - Where more than three-fourths of the depth of the web is removed, 1 foot shall be added to the distances above, R-, No. NER- 200 Page 15 of 18 FIGURE 3 ALLOlo-lABLE ~OLE SIZE C~ART FOR JOISTS lo-llT~ PERFORMANCE PLUS@ OSB lo-lEBS I ... FI.ANGE PERFQIilMANCE PLuS- ose wEB - - _ o o FL_E-~ o -ct, OF BEARING PLATE Table A Hole Factor . Diameter of Hole 1 (/) I 2 3 Hole F:*,r 5 6 I ~ 1 10 2 1/4" 3" 3314" 4 112" 5 1/4" I o I 12 3" 4" 5" 5314" 6314" z. - I 14 3 112" 4 314" 6" 7 1/4" 8 112" I z I 16 4 1/4" 5314" 7" 8 112" 10" J: I 18 5" 6 112" 8 1/4" 9 314" 11112" b: I 20 1 5112" 7112" 91/4" 111/4"' 13" W 22 1 6 1/4" 8 1/4" 10 112" 12 112" 14314" ":l 24 I 7" I 9 1/4" 11 112" 13314" 16 1/4" ~ 26 I 7112" I 101/4" I 12314" l15 1/4"l17 314" o 28 1 8 1/4" I 11" I 13314" 16112" 19 1/4" .., 1 30 I g" I 12" 1 15" 117 314" 120314" For 51: 1 inch = 25,4 mm 1 If a particular hole diameter Is not given in the table, the next largest size diameter indicated should be used, Instructions: 1. For a specific joist depth and hole diameter detennine the hole factor from Table A 2. Using the hole factor and the span of the joist the minimum distance from centerline of support to centerline of the hole can be obtained from Table B, 3, The instructions noted at the bottom of Figure 2 are also applicable to Performance- Plus aSB webs Table B Minimum Dlslance from Center Line of Support to Center Line of Hole Hole Factor 2 3 4 5 6 1 14 1'.3" 2'-0" 2'.9" 3'-6" 4'-0" I 15 1'-6" 2'-3" 3'-0" 3'.9" 4'-6" i 16 1'-6" 2'.3" 3'-0" 4'-0" 4'.9" I 17 1'-6" 2'-6" 3'.3" 4'.3" 5'-0" 18 I 1'.9" I 2'-6" I 3'-6" I 4'-6" 5'.3" 19 I 1'.9" 2'.9" 3'.9" I 4'.9" 5'-6" I- 20 I 2'-0" 3'-0" I 4'-0" I 5'-0" 1 6'-0" W 21 1 2'-0" 3'-0" I 4'-0" I 5'.3" I 6'.3" W I 22 I 2'-0" I 3'.3" I 4'.3" I 5'-6" I 6'-6" U. I 23 1 2'-3" 1 3'.3" 1 4'-6" 5'.9" 1 6'.9" I 24 2'.3" 1 3'-6" i 4'.9" I 6'-0" 1 7'-0" ~ I 25 2'-6" I 3'.9" I 5'-0" I 6'-3" I 7'-6" I 26 2'-6" I 3'.9" 5'-0" i 6'-6" i 7'.9" Z I 27 2'-6" 1 4'-0" I 5'.3" I 6'.9" 1 8'.0" ct I 28 2'.9" I 4'..()" I 5'-6" I 7'-0" I 8'.3" en 29 2'-9" I 4'.3" I 5".9" I 7'-3" I 8'-6" 30 3'-0" 4'-6" 1 6'..()" I 7'-6" I g'-O" 31 3'-0" 4'-6" I 6'-0" i 7'.9" I 9'.3" 32 3'..()" 4'.9" 6'-3" i 8'..()" g'-6" 33 3'.3" I 4'-9" I 6'-6" I 8'.3" I g'.g" 34 3'.3" 5'-0" 6'.9" I 8'-6" 10'.0" I 35 I 3'-6" I 5'-3" I 7'-0" I 8'.9" I 10'-6" I 36 I 3'-6" I 5'.3" I 7'..()" I g'..()" I 10'.9" For 51: 1 inch = 25.4 mm 1 foot = 304,8 mm 'age 16 of 18 Report No. NER-200 FIGURE 4 FIRE-RESISTIVE ASSEMBLY DETAILS , r~" ;-0;0 ') ~ j I I ~ t.~} " fC0~l{vL0f0q F:'::'::::::::::":~_, 10" MIN1MUM- r0 ~ " r I I I' 'cv-Y ~ ~ L r-- I RESILIENT CHANNELS DIRECTLY APPLIED TO JOISTS @ If," o,c, SUPPORTING BOTH LAYERS OF GYPSUM BOARD NECESSARY TO ACHIEVE SOUND RATINGS' r0;0 / E=3 '[ u =r + cV~, For 51: 1 inch" 25.4 mm ASSEMBLY A. (See Section 3.5.1 ofthis report.) 1. Double wood floor, 2, T JI Joist. 3. Fixture protection, 4. 24 inch x 48 inch recessed light fixture. 5. Cold-rolled channels. 6, 12 inch air diffuser. 7. Thermafiber or Fiberex-FBX or Fiberex-IF mineral wool blankets. 8, 5/8 inch thick acoustical panels 24 inches x 24 inches or 24 inches x 48 inches supported by an approved exposed fire-rated suspension system. ASSEMBLY B. (See Section 3.5.2 of this report.) 1. 48/24 tongue-and-groove span rated sheathing (Exposure 1), 2. Two layers 1/2 inch thick Type X gypsum board. 3. T JI Joist. 4. Optional 3-1/2 inch thick glass fiber batt insulation (not shown). Sound Test Data' W/O Gypsum Concrete I STC = 50 I I Pad & Carpet IIC = 60 I TarkettAcoustiflor IIC = 51 (1)1 Cushioned Vinvl IIC = 45 I W/Gypsum Concrete I STC = 58 I I Pad & Carpet IIC = 54 I I Tarkett Acoustiflor IIC = 54 (1)1 I Armstrong Vios/Armstrong IIC = 50 (1)1 Cambra~ sheet vinyl (1) Requires two layers of 5/8 inch thick Type X gypsum board with one layer of 3-1/2 inch thick batt insulation, ASSEMBLY C. (See Section 3.5.3 of this report.) " 48/24 tongue-and-groove span rated sheathing (Exposure 1). 2, T JI Joist. 3. 5/8 inch thick x 24 inch x 24 inch ceiling panels. 4. Fixture protection, 5. 1/2 inch thick Type X gypsum board. 6. 24 inch x 48 inch recessed light fixture. 7. 6 inch x 12 inch opening for return air. 8. 12 inch diameter diffuser opening, 9. Steel suspension grid. lIeport No. NER- 200 ;-G~ 7\ r I "" H ;. . -, ,---- '''''11( "''li'''~'r'~ ..." r""-- \er "';,. .--'(1 . & ~'--0\0-1&cv1~ ~ Sound Test DlIta: WIO Gypsum C" ",,'~,~J WlGypsum (." . ,':" I STC=47 " Pad & Carpet IIIC = 54 STC = 59 I Pad & Carpet I IIC = 54 r0~ I ) l' ~ t I , , ~ "-0 r0 E3I I t I , . r- G)-Y @-/ @-/ : W.W , , .....,..~ ..--..~ @-/ Typical detail for butt joints, '," :IlcuIar to framing m, ..... Peve 17 of 18 FIGURE 4 IcontJ ASSEMBLY D. (See Section 3.5.4 of this report.) 1. 48/24 tongue-and-groove span rated sheathing (Exposure 1). 2, T JI Joist, 3. No. 26 gauge galvanized steel furring channel installed p,.., ~'cular to joists. Furring channels spaced 1-1/2 inches from and on each side of gypsum board end joints and 24 inches on center away from end joints. Channel secured to joists with support clips (Item 4) at each joist location. At channel splices. adjacent , . . ...., overlapped 6 inches and tied with double strand of No, 18 SWG galvanlzed steel wire at each end of overlap. 4, Simpson Strong-Tie Co. Type CSC support clips to be used to support furring channels at the intersection with each joist. Support clips nailed to side of joist bottom flange with 1-1/2 inch long No, 11 gauge nail. 5. Stabilizer strap (not shown) - 3/4 inch x 6 inch No, 24 gauge galvanized steel strap used to prevent rotation of the support clips at gypsum board end joints and along walls, 6. 1 inch thick (6 pet minimum) Thermaflber or FIberex- FBX or Fiberex-IF mineral wool. 7. 1/2 inch thick USG FIRECODE Type C or Westroc Fireboard C gypsum board, ASSEMBLY E. (See Section 3.5.5 of this report.) 1. Double wood floor or a singte layer of 48124 tongue- ancl-groove span rated sheathing (Exposure 1), 2. T JI Joist. 3. An approved ceiling system that will provide a 40 minute finish rating. An example of a ceiling with a 40 minute finish rating is described in Sectlon 3.5.2, ASSEMBLY F. (See Section 3.5.6 of this report.) 1. 48124 tongue-an<!-groove span rated sheathing (Exposure 1). 2. 518 inch thick USG FIRECODE Type C or Westroc Fireboard C gypsum board, 3. T JI Joist (with flange sizes 2 x 4 nominal or larger). 4, USG RC-1 channels at 16 inches on center. 5. Thermafiber or Fiberex-FBX or Fiberex-SAFB minerai wool blankets, For 51: 1 inch = 25.4 rnm 'eve 18 of 18 Report No, NER.200 FIGURE 4 lcontl For 81: 1 Inch . 25,4 mm Alternate Floor Systems: Lightweight concrete may be added to assemblies A through G, See Section 3.7 for details. , r J lQQQQQQQQQQQQQQQQ ~QQQ~QUQ~ - - ~ '-0 ~ eJrI j0j0 ) i / ASSEMBLY G. (See Section 3,6 of this report,) ~ 1. 48/24 tongue-andilroove span rated sheathing (Exposure 1). 2, T JI joist. 3. Optional glass fiber insulation, unfaced balts, 3-1/2 inches thick in plenum, supported by stay wires 12 inches on center and centered on joist bottom flanges, 4. Three layers of 518 inch thick Gold Bond Fireshield G Type X gypsum board. 5. Resilient channels at 16 inches on center located between first and second layers of gypsum board. I . L 8. 7. '~\Ir 7 '" - 1 ! . I For 51: 1 inch = 25,4 mm Typical resilient channel and gypsum board ..;;.,..:t....ant. ~.~,~ I~I<,,' ).",.,~ - -- MINERAL ~OOL BATT EACH SIDE OF FIXTURE I~M X 412" X 24" MINERAL WOOL BATT FASTENED ....,TH ....,RE AT EACH END 4ll' ,~~ FIGURE '" LlG.-iT FIXTURE PROTECTION (See 3.5.1 for detailed description of mineral wool balts,) For 51: 1 inch . 25.4 mm .00 '5'651 783 3401 .--; MOLIN DRAFTING ........- Since 1897 CONCRETE PRODUCTS COMPANY FACSIMILIE COVER SHEET Date: June 25. 2001 Attn: C1:'>rlie Skaroh(ll Co Name: Skarohol Construction PhonefFax: (952)R94-99l8 Total pages, including cover sheet: 6 (- \ 1i!J00l 415 Lilac St Lino Lakes MN 55014 Ph: (651) 786-7722 Draft. Fax: (651) 783-3401 1-800-336-6546 E-mail: sales@mo1in.com E-mail: drafting@molin.com http://www.molin.com Urgent:_ Please Review:_ Reply ASAP: _ For your Info: --1L.. Please Comment: _ RE: Creekside Estates Comments:_ Fire rating info. for plank, beam & column. If you have any questions you can reach me at (651) 783- 3432, Thanks. d2~ From: Dan Peterson .. @ . Hollow Core Plank . Precast Beams and Columns . Insulated Wall Panels . Prestressed Stadia vU '8'651 783 3401 MOLIN DRAFTING ~002 ----. ~~ Fire Ratings , ( PLANK DEPTH 1 HOUR 2 HOUR 3HOUR 6" uae NONE NONE 8" UaC&UL uac & UL NONE 10" uac & UL uac & UL uae 12" uac & UL uac & UL uae 6" w/topping uac NONE NONE 8" w/topping UaC&UL uac & UL uac' & UL" 10" w/topping uac & UL UaC&UL UaC&UL" 12" w/topping UBC & UL UBC&UL UBC&UV' ~.. "Topping may be2" conereleor ,~. Gyp-Crete, ... Restrained bearing condition required. UL Design Nos, J919 &J921 ( UBe Ratings from ICBO Report No, PfC-2790. , w " Molin Concrete Products Company. 415 Ulae Street. Uno Lakes. MN 55014 _ OIflca: 651.786.n22 ' Fax: 651.788.0229 . Dralting Fax: 651.783,3401 . Toll Free: 800,336,6546 e-mail: sales@molin.com.draftlng@molln.com Gener.1 Sec:. 4301. In addition to all the other requirements of this code, flre--mistive materials shall meet the requirements for fire-resistive construction given in this chaptet Flre-reel.tlve Meterl.l. and Syetlllll8 50.,4302. (a) General, Materials and systems used for fire-resistive purposes shall be limited to those specified in this cbapter unless .ccepted under the procedure given in Section 4302 (b) or 4302 (c), For standards ",ferred to in this chapter,... Cbapter 60. The materials and details of construction for the fire-resistive systems de~ scribed in this chapter sball be in accordan.e with all Qtherprovisions of this code except as modified herein. For the purpose of determining the degree of fire misrance afforded, the materials of constrUction listed in this chapter sball be assumed to bave the fire- resistance rating indicated in T.ble No, 43-A. 43-B or 43-C. As an alternate to Tables Nos, 43-A, B and C, flIe-resistive construction may be approved by the buildiog official on the basis of evidence submitted by the penon responsible for the strUctural design shOwing that the constrUction meets the required fife..resistivc cLassification. (b) QualIflc:atioD by 'hstlnl, Material or assemhly of materials of constrU.- tion tested in acconlance with the requirements serforth in V.B.C. Standard No, 43-1 shall b. rated forfire mistaD" in accordance with the TCSults aDd conditions of such tests. Li....~ & .ON: The. ,_w._c-_~,~_c:riteriaofU,B.C. Standard No. 43-1 forex-terior beariog waUs shall nol be required to be gre.~ with respect to hell( tnn.smiuioa and passage offlame orhcJtgasCl than would bereqwred ota nonbearin& wall in the same building with the same distance to the. property line. The fire ex.posure time period, water prt!S5ure and duration of applicltion for the boac .ueam test shall be based upon the fire-resistive rating dettrmilltd by Ibis exc:eption. Fire.resistiv. ....mbli.s t.st.d UndcT U.B,C. SlUldard No. 43-1 shall not be considered to be restrained unless evidence satisfactory to the building official is furnished by the person responsible for the structural design showing that the construction qualifies for a restrained classification in accordance with U ,8 .C. Standard No. 4,-1. R.strained conslruction shall be id.ntified on the plans. Ce) Calculllting Fire Resistance, The rire.rcsistive raring of a material or assembl)' may be established by calculations, The procedures used for such calculations shall be in accordance with U.B.C. Standud No, 43-9, (d) Concrete, ~ CARBONATE AGGREGATE CONCRETE is concr... mad. with .ggre- gates consisting mainly of calcium or magnesium carbonate, c.g,. limestone or dolomite, and conlllning 40 percent or less quartz, cherl or Oint. .. "0 'l;i'!l.51 78.3. 3401 @003 MOLIN DRAFI'!.Ng, ()3~ 1988 EDITION 4301-43D2 ) Chapter 43 FIRE.RESISTlVE STANDARDS ) ) ) I 897 ."1 e651 783 3401 MOLIN DRAFTING ~004 4302-4303 UNIFORM BUILDING CODe LIGHTWEIGHT AGGREGATE CONCRETE is ,"ncrele made wilh .g. gregales of expanded clay, shale, slag or sl.te or sinlered ny ..h and weighting 8S to I 15 peL ~ SAND. LIGHTWEIGHT CONCRETE is concrete made with 11 combination J of c:x:panded clay, shale, slag or slate or sintered fly ash and natural sand. hs unit weighl is gencndly between 105 and 120 per. SILICEOUS AGGREGATE CONCRETE is concrete made with normal- j weight aggregates consisting mainly of silica or compounds other than calcium or I magnesium carbonate. and may contain more than 40 percent quartz.. chert or , mnl, (e) Shotcrete" ShOlcrete WIthout coarse aggregate shall be classified in accord- ~ ance with Ihe .ggregate used, Protection 01 Structural Member. Sec. 4303, (a> General. Structoral members having Ihe fire-resistive protec. tion set forth in Table No, 43.A shall be assumed 10 have the fire. resistance ratings set forth therein. (b) Protective Coverings" 1. Thickness of.r . . '. ~ "-,. ." The thickness oUire. resistive materials required for protection of structural members sball be not less Ihan 'el forth in Table No. 43.A, eacept as modified in this section, The figures shown ,hall be the nel thickness of the protecting materials and shall not include any bellow 'pace back of the protection. 2. Unit mll50nry protecUon, Where required, metal ties shall be embedded in transverse joiDU of anit masonry for protection of steel columns, Such ties shall be as set forth io Ubi. No, 43-A or be equivalent thereto. 3, Reinforcement for cast-In.place cnnente column prnlecUon. Cast-in. place concrete protection for ,teel columns sban be reinforced at the edges of sucb members with wire tics of not less than ,18 inch in diameter wound spirally around the columns on a pitch of not more than 8 inches or by equivalent reinforcement, 4, Em, .." ~. t of pipes. Condoits and pipe, sball 001 be embedded in re- quited fire protection of structural members. S. Column jllCketlng. Where the file-resistive covering on columns is ex- posed to injury from moving vehicles, the handling of merchandise or olber means. it shall be proteeced in an !lPproved rnannec 6, Ceiling protutloll. Where a ceiling fonns the protective membrane for ( flle~resistive assemblies, the constructiOQS and their supporting horizontal struc- tural members Dced Dot be individually fire protectedcxcepr where such members soppon directly applied load, from more than one floor or roof, The required fue resistance shall be not less than that required for individual protection of mem~ bers, Ceilings shall form cootinuous ftre-resistive membranes but may have opcn~ iogs for copper, sheet steel or ferrous plumbing pipes, ducts and electrical outlet boxes, provided the areas of such openings throogb the ceiling aggregate not more than 100 square inches for any 100 ,quare feet of ceiling area. Regardless o!size. duct opening' in such ceilings shan be protected by approved ceiling fue "8 .,02 '8651 783 3401 ~005 MOLIN DRAFI'lNG 1888 EDITION 4303 I ) dampen. Access doors installed in such ceilings shall be approved horizontal access door assemblies listed for such purpose. EXCEYIlONS: 1. Larger opening. ibID permilled aboye may be inSla1led where such opcniags and the assemblies iD which they are utilized are in accordance with the results of tests pursuant to the provisions of Section 4302 (b). 2. Ceiling f'1ft: dunpers may be omined from duct openings where rue-resistive I tests nave shown dill fae dampers an:: nOl: necessary to maintain the fIR resis~ of the ISscmbly, Individual electrical outJet boxes sha11 be of steel..d nol gMale[ than 16 square inches in &rea. 7, PIasIer application. Plasrer prorective coatings may be applied with the finisb coat omitted wben they comply with the design mix and thielcn..s require- ments ofThbl.. Nos, 43-A, 43-8 ..d 43-C, S. Truss pI'OIeelion. Where trusses are used as all O[part of the structural frame and protection is required by Table No. 17-A. such protection may be provided by fire-resistive materials enclosing the entire' truss assembly on all sides for its Clltire length and heisbt. The required thiclcncss and construction of rue-resistive assemblies enclosing trusseS shall be based u.pon the results of full-scale tests or combinations of testa on truss components or upon approved calculations based on such tests which satisfactorily demonstrate that the assembly has the required fIre resistance, (e) Protected Members. I. Attached metal members. The edges of lugs. brackels, rivets and bolt beads attached to structural members may extend to within I inch of the surface of the fire protection, 2. Reinforcing_ Thickness of protection for conCrele or masonry reinforce. ment shall be measured to the outside of the reinforcement except that stirrups and spiral n:in.i..,,_"._.~ tics may project not more than 117 inch into the protection. 3, Bonded it ' -...., , _..., _:: concrete teadons" For members having a single ten- don or more than one teadon installed with equal conCRtc'cover measured from the nearest surface, the cover shall be not less than that set forth in Table No, 43-A. For members having multiple tendons installed with variable concrete cover, the average tendon cover shall be not Jess than that set forth in Table No. 43-A, provided: A. The clearance from each tendon to the nearest exposed surface is used to determine the average cover, B, In no case can the clear covcr for individual tendons be less than one half of thalset fo[tb in Table No, 43-A. A minimum cover of 3/. inch for slabs and 1 inch for beams is required for any aggregate concrete. C. For the purpose of establishing il fire-resistive rating. tendons havjn~ a clear covering. less than that set forth in Table No. 43-A shall not contribute more than 50 percent of the n:quircd ultimate moment capacity for mem. bc:rs less than 3.50 square inches in cross-sectional area and 6S percent for Jarger members.. For structural design purposes, however. tendons having a reduced cover are assumed to be fully effective, ) ) ) ) 188 r- < '" @ '" en .... ... 00 ... '" ... o .... ::l ... ... ... TABLE NO, 43-A-MlNIMUM PROTECTION OF STRUCTURAL PARTS BASED ON nME PERIODS FOR j. VARIOUS NONCOMBUSTIBLE INSULATING MATERIALSo-{Conllnued) '" 0 III..MUUTtlICKHESSOF IH$ULAnHG t""' MATERlAL FOR FOLLOWING .... STJIIUCTURAL Z HaRTl TO IE IT'" FlRE:f'EsasTIVE" 'RIODS Ill' IncbN) PROTECTED NU_ER lNSULAlING MATERIAL USED ,...........J 'Il<. ,.... ''''. .. :0 4. Bonded 01" CarbolWC. JialJtweight. land~ljghtweight and siliCeous aggregate ----- i > ;J Unbondcd Restrained Members: 11 .... Poslleoslooed 4-1.2 Solid Slabs' 11/... 1 ',. Z TcAdoos in Beams and Oirdersll " Preslreued 8 in. Wide 2'h. 2 PI" CoocreleJ1O > 12io.wit.le 2 IY. III! S. Remforcing CaubonaCe, lightweight and sand-lightweight ilAgregate concrete. lIlembers ! Slcel in Reinforced 5-1.1 12'" or largcr.squlU'Corround. (Siu: limit~ nolllpply 10 beams and girders III.! (II! JlI~ I':~ Concn:lc mooolilhic withf100rs.) , > Culumns. ~ Beams, Silia:ou'"ggreSII< concrel<, members 12" or IlTger, squ.re Dr round. (Size 0 Ph PI;!. JlI! I Girders and limit does not apply 10 beams and girders monolithic with flours.) c: Trusses z 6. Reinforcing 'ii 6.1.1 Carbonate, lightweight IU1d smd-lightweigbl aggregale concrelc. ~ 0 Stec:lin P/.., 11/"1 I J;", '" ReWorced ~ ID Concn::1e 6-1.2 Siliceous aggrelale concrete. IV.., Il/~ I " ! c: .. Joist:!ii' ? " 7. Reinforcing 7-1.1 Carbonale, lightweight and sand-lightweighl I"regale concrete. I 1 J,--.., ',,,, ~ i! and Tie Rods Cl ~ in Floor and I n 7-1.2 SiJiceaus _""gale COIJCreIe. PI", j " 0 Roof Slabs' I I .~:.. " 0 m '" ..- ~. ,.... ,- Skarphol Construction Group, Inc. TRANSMITTAL SHEET TO: Robert Hutchins FROM: Beth Banis COMPANY, Gtyof Prior Lake ADDRESS, 16200 Eagle GeekAve SE DATE, 9/24/01 PHONE NUMBER: arr, Prior Lake, MN REFERENCE NUMBER: RE, COPY TO, Geekside Estates Joist Structural Information o URGENT 0 FOR REVIEW 0 PLEASE COMMENT 0 PLEASE REPLY 0 PLEASE RECYCLE NOTES/COMMENTS, Enclosed, for your records, is a copy of the joist structural information for Geekside Estates, Please call with any questions, 12360 RIVER RIDGE BLVD,. PO BOX 14970 BURNSVILLE, MN 55337 '(612)894-9882' FAX 612)894-991 :.".. JaIol2AC__Condo, __J..... PIforlMe MN ~_Corp,,_OnMo, 1L8OOIt NOR: -..... --..,... LOo\DTAILE 1.1HS-. 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CJ'(,; DU'LEC1'ION ClUTtRIA : LIVI LOAD DUt.: tor.U.~or;n: L / 3'0 L / 240 2. PROWJI! RIS1RAINI' AT IUFPClRl8 TO ENSlME LATERALsrAIIUtY. . I. DOHOTc;uI'.NCJrOtClRDMJ.IJIIA.ANl3ES. ....... AU.1IWIItGI PQIl RJLLCCMTN:r. L VERIPY Cl/IIIEIDHlIUClAE aJ1lWlI LA TOSZ!. L THII LIt.TO_ UllDMAR.OORJOI8TCK.Y. 7.PROW:lI.' . ,.",." EDOEIRACINOAT 2I"a.C.CRlISI. 1'HII u ... TDIIaGN.' ,'"',. -" rPOllll' ." ,,~, WOODPIIOClUCI'a. URGf1HlSDlllUPQRum_01MU.'nWf". , '" , UlLOIl\Jlt.KMITIll ITRICtLY PItOfUIIID" ANY 1IDCIII'ICA11ON 01' __ DOCUIIINT N!QWRU ItEVIIW BVADlllClNP; ."~ '. ' ANcttoN 1JII,IOlIT IeCURS.YTO I!ARUGI OR fWIQI!U. LJlI R.OORJOIITSAR& ' " "UUDNnatrCAMBER, 1tEJU!RlAI. "~TOCCU\.YlGV<<rHntEDER.!CnCIN UWR'I0f LOCAL-.cINGCODII.on "', ~ "'I" "'''''lONCClN8IDeRA1IOHS IUCliAl'-''''T~ " ..~AtC)AElTHlinC'."'IOULDIEEVAUlATED BYlHE PROJECT EHWNEiJI Oft MCH'TICI' LOAD SIWlIMG: . , COD&: CQHPL1AtICU , R&toa'l'l 21-17." 'rc-3Ut RI. 251" 202M. 2000U"" 65&-95 HdtC KIA "'''94-1. 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SHEET .. 0109.038 10f4 t..:1I;;'--.wy.. ..Joltt2S Cleek SIde Condo. stU...,.., Prior Lake "MN Louislwla-PadIIoCorp.. Spring Gtove.ILeooll1 NOTe: --...... --..... lOADTA8L& 1. 1118 ~~ -: '. rrBDEU:JHEDTOIlUPPDRTDN.Y NOTE: L' '.",. ~ "MEFORINPUTUWlCA8Ii(1" OTHER LOAD CASES THIE\IER1lI..:ALLOADSSHl::lMlIAlDeTERMINED rH I'ORPATlDNILI\--'- ~ ...".",. ,".." ~',''''~''''~ AS ',... ,'.' QTHERS.VI!RI'ICo\11OHOFLQ\DINl'J.DEA.ECfION ,.. -~,...-. ." -.. .,-.. fROMl.E1rIEN)OF&PANOftCAHT1LEYER.) lMTA11ONS.flWllGlIEfHOO8. WNDAHDIBSMIC IRAQNl1.AHDODERLATERALlIMCIIGtHATIS DIIftIlU!IClU SOURCE nn: f01>/SlDI LOAD fIlaI. TO LOAD ~YI .,~. ',,,,. linEAr'" ~ ""1. lYOFnE I't-III-SX I't-Dl-SX PItOJICTENaEERORARCtQECT.IDIIlCl..IoMALL tJIIIlCmI: n.ooa J,ZV& TOI' 101 I'Ll' 00-00-00 21-00-00 R!IPDHB8IJ1YfCRALLPlANB.8f'ECIFICAt1IJM tlIIIJOIl( IUlOI DEAD to. 2C I'Ll 00-00-00 28-00-00 ORarHIR ..~, ,'" rBTHAT.....YIEUSmTO INCORf'ClM1& 1NI CClIIPONSlI"INTO TtE WARNHI3 NOI'E8: ..........- 2. ~RBIRAINI' AT -....ornaTa ENSURE LATBW.STA8IUTY. a I. DONOTaJ1',NOTCHCftDfIIU.LPlI'l.ANl3r8. 4. StlUAIl.I!AMrICJ8 FOR Rl.L COHJ'ACr. I.WRIf't"' .", .r' ~ ,',' ""-' ,.oc:urnNCJLPlTDSIZE. .. TNlIJ'III TO IE US EDNJ A FLOOR .xxtT CK.V. 7. PROW:IECOMPRESSIONEDGEMAaHQAT 2If o.c. OR LEU. I ~~3~~~naQP >>CUD FLANGe....o, x 1.10 G LO' 1.00 0.10 lIII~' ,'. rDEIICIII..- t.. ~ '"fiDRLP" ., ,.. WOOD UllOIlnDDUlllNfOIlANYtHIIrICIOTNlIllHAN' . LVLQALPI.IOIIta. anacn.VPDIMID.IMY ~'11OM 0I'1HII DOCUMEtfTMQUIUI UVIIW IYA...... ...", . ' ANCHOR lJII.IOISI'lECURS.YTD IIWaNQIOft IWM3ERS. 1PI fLOORJOIIITI ME IUHJFACnJRED Y4THOUT t:AM8ER. i . r, < .... INACCmOHTO COIIPLYINl3\\1lHTHE DePLECnON UIIn'IOfLOCALIUl.DlNDCCX)ES. 0THI!It DefU!C'OON ..~, --""', "OONS II,Qt AS VllRA11ON, IOl.INl;I! AND AESl'tEICS, It<<JULD I! !VAl.UATED BY THe: PRCUfCI' ENGINEIR OR ARQflEI' . 111Ui I'U;lQllrlAliiiillf""""'" T "'I', r KA8 aaH IlIIIII*U WI111 "" INPU1' UYI: LQJoD DIPLICnON c:arnNA OJ!' Lallll (PItCMD1D BY lHa LoP cumJIIIJQ. 1HII JL\YJfQT MDTWlMnoNACCIP1MIUTY CIIfJUIA 'fa PMVINTIOUNCY I'U1ClIUL PGIt. S'ftLIIJIIIlPLOQAl AND IIIPIlCVID 'I"" 'c:lLLJAllllII ltAI~WMPQNUfTttAoIl.UN~wmlAHIHI'UT I TOTA1.LQAQ D!IUC1IClN UMn'0ILI.UI1P1lCMCI!Q avTHl!LP cum~ lNIS COWONI!JI1'CAMNaT_una TOIUPPOIl(fCBAllCm.lPLCOIlS, NORMAN SCHEEL 8I'RUCTURAL ENGINEER SUl'fOR't UM:TIOD 1t.U); CUI aBARItfG YUHBSR 1 2 1 1121 1121 2 335 3311 r HIlI J&NU1IG: 'XUS I DI-SX) C- C C- C SEP 0 7 2001 1022 SUNRISE BLVD, FAIR OAKS, CA 96628 I 10 ,000 ! i 3.500 ClOSS S&erXON ~ LONG SPAN JOISTS lHIILOHGIPANJOlSTMEETI'coc:.- 'DII'lI!CJ1CNCRfJEM\. ~ CAt.C/JV.TED DEFLECnONSAREIN ElCCISItJlfW.AND 8HOULD II!IlEIIII!INm....YHE PROJecTOUIGHERANOCRaa.DI!RRlA . ,. r r.. '--.ssFORnuPROJECT. ~ ,:;ill LlWI ~I~~~J _U. ~ 0.2'. 0.'2-1 '_11". ,-",- .. ZI- 0- 0 -nuDlUtWlNCt.NOTTOacAU- H...&..... InbalIIan '~LVL"C11I.LPI.IDIII' a'-~.....-...........- ,._a' '-.........-......... ......___~UIIo._gfft,U'f_... ... 1IYnII............ .... i1_....CM*'...~............. ~.......... ...............Ni...........I!IlJII!d.... ===..... '", ' ...............=-~.~___......II..._........-.J.......,,#'fIr.... ' ~............ ... . _ ...........'IIIId___........ ...r...1lI. ........M_......~.................~......._.:__............. _...~It .p._...............~L\I....cnlU'l.....~_...... ......a............. ................. ' ., '- 1I...............r..... ..r:=......,...lJ'.,-"'~L"'"...cnt.~........, _DItldl ~...-:.~~=..-=-"=:,V ~..,~~~=L..~lII!'!!(. "'~ , " ,. ~.=.......__......~........_ ___1,....___ --~ ...c..........."""'II__... ,loP :::.:::&'...............,l&lI;....Nm..DottII ,', .....~'hIt .....~- ',"CCPW'OI''M8DItI.MG_TOIlQl\/lNT01HEINSJ'Al.lJtGCCINfRACTOIt =:...c:-~~~IIIt""TIlIII- =:..~"""""'" .......... """It.......... ~ LP~__ ~G=, ~ (010)_ NIIcrlIIWICI (8QO)tllU105 D'Mi # SHEEr .. klf.'1INDDcIlI2IIItI'U1" D&lIGN C81'tCarA 1 ....o.~ vst .... 10 rSF 11 nF II rSF LlVI LlWI ..... LlWI row. LlWI ~- "...VV ...11. CIC I Dlru:crICltI CI.I'f'I:IlIA ; LIVZ LOAD D&I'L; L I 3110 'i'ODI. LOAD DULl L I 2.0 LOAD SRMING: 41 , COD!: caG'l.YJUICU : IWOR'l . 21~n.l PlC-3'J$. all 25116 202M. 2000C7~1f 650-" HUll: MEA 9i-1e-1: VOL.III 110'4-1t. IlOCA leBO L.A. City .1lCCI WISCOHSDI N.Y. STAtE N.Y. CITY cae ISTlnENZRS RBQUDtu. MRIl W I Sf'IFI'BNBIl llIP1CIrICAfIClIf. _ ----- """""no I IACTION Min GLUm AlII) NAIL&D 11132- AfA aMID IIUAI'HIHG 132/1& .rM UflHCJI. I ....~, leBO 0109-038 2014 JoiIl2C"'""'....Cando,za'UW'O_PriorlAko ... ........ .. 'MN ............_eacp.,S_-.'L.OOI' HOle -,~ --- LOAD..... 1'.....- _.n ,..... 1 1HI8"" ... , r _ DESICJtE) TO-....cJKr ONLY , . "1llE"""""'-LOAllI"""''' ..', ,. iii mA=,="'FOR~~~.~I.\,!","LOADCMEll mIJe~~x~~ O1NRIr,~TIONOIILOADINlJ,DEF'LIiCnON ,.. '. ".'. . ~PRCM~ENDQFBPAHLMCANTU\!EJl1 LUTA11DHI. PItAIUHlJ IIEIHDDI. \WI)AtI)ae&UIC ~~~~~_~~:.: lIIa'raDU'rIOII IouacE nn mlt/SIDI :LOAD PRO.EC' r ENCINEER OR AI atJEC1'.1 DI5a.AUI AU. tlMIl'OIIK ,~~... ".. rvfOftALLPL.N.-.~l1ON8 UHII'OIK OI01HERDOCUUENTaTJM.TUAY.LlSBJlO INlXlRPOMT!THI8.... .. ~TMOnie WI.RNNl3NOTU: BlJUlIHO ....... 2. PROVIDe: REITItAINr AT 1f.IIflORTI:1O ENSl-"! LATBW.8TAIanY. . :a. CONDTQII',NOTQtOR CRUIJllRAHGB. ......AU.IENIINOIFOR ,", ..... ,~. I. a.WRFY" ': '.... '1EPOREWT11Nl3LP1TOIIZE. .. 1HIS IJIIIS TO IE USEDAI A A.OOR JOIST OtI..Y. ANCH:lR LJII.IOlST IECURELY TO BENU<<JS OR HANGERS. 7.PRtWlr ~... . -",-0".'., EDGEIRAaNl3AT zro.c.o"uss. .. ....... IUlI'Oltt JlUCtIClIIa. (LA) t we ..ARIHG HO.... . 2 1 112.. 1I2f. 2 500( SOt HnI UMIMG SIIa: iDf.SXI I .-.. t-.. ~ ...-. .... LXVI LOAD 0.60. DIN! LQlU) o.to. 'l'tl'l'A1. '.....n nil". '-::t:.'MlICICIe2lll1l'D1' nma '""" nma DIAD ..... .. .... I'l'-DI-Qt I'f-Dl-IX 10 PLr Oo-OO-GO 2.-00-00 3i iLl' 00-00-00 21-00-00 1.00 0.10 ..r .., .., ~... r__ . -.. .. "POIlU'. ,', '."", WOODJIItOI)UC1L UII Of 11M DUICtN PCNlANYTaNeJ OlMlIllHAN CIAHCW.A. LVLOA LPt.lClllTl. I11UC1t.V ~AJ<<IIIODR:ATIOffor1lDl DOCUIII!HI'R!QI.IIUIMVIEW rt'A~ "I""." IJII flOCIR.DIT8ARi""""ACl'UEJwntcur~ r -'..-- INADDmONlO COIIPLYlNCJ\VlHlHEDEFLECTIOH LNTI 011 LOCIlL IlJIt.DlNl)coou. OTHER DIfIUCnClN .." .'.".', lIONS SlX:H AS \1MAnDN, 800NCE AND AESntE11ca. SHCIU.D IE EVAl..UAlED BY THE PRO.ECT' ENGINEER ORARCHITECT. MAXIUUU . ,.".... ' '",,"" ",. DEAD LOAD DER.ItCIlDN IS G.m"'OR LESS. NORMAN SCHEEL STRUCTURAL ENGINEER SEP 0 7 2DD1 5022 SUNRISE BLVD. FAIR OAKS, CA 88&28 ! ...... ! i 3.500 CJ.OSS 'EC2'ION L . '.8- o~ 0 -lMII DftAWING .. NOTTO&c.u& - DESIGN CllITEIUA ; LMl .... ..... .... ...... .... ""'.... VSt .... to .., 11 I'SI' 51 par ["ii1Cfa;i .. 4:'I.UU :IN. C/C I DErLlCtIOII' CUTUIA : LlVB I.CWl DUt.: L I 410 'l'OfI.L LQN) DUI.; L I 3'0 toAD SHARING: .. . IIOCA .COO L.A. Clty lIIlCCZ tlISCOHSIN II.Y. IrATE N.Y. CITY cae COOl!; -~'''''~''''-''' J lEPOAT . 21-11.1 'rc-37S4 1lll 2511' 20291. 200041-8 650-95 twtC MEA .I-,4-E VOL.III 110'4-1. :'-- UJlU"USU:1i WUll ...... ... IHAILED 23/32. APA IATED SiIEMJIDG ,U'2t S'AN M!'INII). / j LPEng__p_ ~"= ... "'01""'" ...... WIll (IDO) M 8105 OI.\G ~ SHEET __ 0109-038 30f4 ."",,, ,coo :"""'&ENcIan IUIIciIIMIaut......... ~L,^,nCTR.LPI.1oi11' =-~~-.......... TM_._......._..........,............ :--:-,-~..":"":,-lI'l-ML\o\...CTk.l.r\_... III WeM........... ... ...........0IMII....1lIC!I'lMIJ.....................' ......_~tI...._.....~ . ===..........................-..........c-_.............-..........................#f'...tIrlI ........................................._ ............. ............................. ..so...... ........N......................................=_' "__... ......... .O'._........,....~~_arR."'".............. .................. ..........,'::..-I!-!I=~ --Lt..-=. ~===*-,LI'..,-~~U4.-=..~LI'I~rr-r ....."""'" I.....u:_ --.1.!:.F- _.._--....._~...~ ..... . -.-. =~-=..-==-.= ...~...tll[, ..................- ~...I.....I..........JClII...NfO. 0..11'" . .............'hlf ........ .AOCPt0l"1MI1lftMWllI.1O.ONBITD11<<....ALLN3CCNr1Wn'OR ==-~..................'hlII~~.~............. -........ .,...hdIlImtl ~ ......28~_Cand.,_......"""'..... .... .... .'..M MN . l.clblana'P_Cotp..Sp:Ing~lLOooa1 NOr& -...... --~ ~TA8lE I-'~_ ~1"1-.uu.. 1 THII". ", ~ TII' ~". ~"lOIlC.Pf'ORTONLY NUl. 0 4315- .nEYER1lCALI.OADS~~I~ BY =....:==~~~~~~~(1.~..,9JHERLOADGW.Sf R.AHoliUO X~~ =:S-~~ME''HCQS.'t\IIoD~ r'.'",.......'..'.,"-...' r""-" FRCIMLEJlTENDOfSPANdRCAHt1I.Elt!R.) BRAaHlJ,ANDOTHElU.ATERAL ", ..' "-K4TI$ D:a:stItII01'IOH SClOSCI nPl ml'/UDE L(W) notl TO LON:l WI' ALWA.Y8REQU1tS)II1H1! ',..rr. ~, IYCI"lHEE IT-Df-.SX rl-1Il-SX PAOJECf""..~.,'e""~DAARQI1ECT.IDUiCl.AlMAU. tDlIl'CIIK rLOOIt UVI TOP 10 rtI' QO-tG--QO 30-06-00 1.00 RE8PlJNSBUtYFOft.NJ..PUMS.SfECtF1CA~ lDftfOlK I'LOOI. Dl'.AD TOP 3( I'U 00-00-00 30-46-00 0.'0 OR OTHERDOCUUENTSlK\TMAY IE us.eDro INCORJtC:IfQTETHII.... .~ "- rlNrOTHE' WARNINONCJJa -- 2. PfKMDE REItRAJNf 41 St.FPCR1STO ENSURE 1ta: COIIPOtIUlfDUIGII.' .., I \.. . .. ,', . -IIOA~ IIiGllNIDSD WOOD PIICJDUC11 LATERALITAIUIY... uuornaIlUlClNPOAANmtlNG01HU'JJIAN' LVL.OfILMJOIS1I. J.CONOTCUT.IIJ1OIORDRlLLLPI Fl..ANGa muctLV PROHINIm.AM'f1lODCflCA1'ION0I''MI DOCUIlENTItEQWtU MVIIW 4.SHllAU. I! -, "'. I'ORf\.U.CONTACr. ftADUlClNPRO " '. .. 'llElWYDlMIiNIIONI~CUTT1tGLFtT08IZe. . .. 'MS\JlI.TOI! UlEDMI\JILDClftJOlSl'ClNLY. ANCHOR LPlJCIITI&CURa.YT08EARlNCIS ORHN<<3mS. 7. ,-,. ,.,,-". ,.,,",.,,,,~ B:o&IRACIHCIAT ~ro.c. OIlLEIS. LPlIl.CX:lfI:JC:JmIAREIlANt.FAClUREDNl11Cl1T'CAIIBER. lIEREFOI1E. IN AIXIITIOH TO COIIPLYINlJ 'I4ITH THE DeR.B:11ON UMmI.QF U)CM. 'IUIU1NQ cocea. ontER tlEPL&C1lCJrI COHSlDIRA1JONS SlJOt AS \UftAlION.lOl.N::eN#JAEITHEI1C8, SHOLlD IE EVALJ.IATED BY1HEflAD.llCUNGINEEft.ORARctITECT.MAXI...II"'''~ . .. ",,-" DEAD LOAD 0l!IUCI10H 18 G.m"' OR LESa. ..' ~ 'fHIa1lU)Qll1'KAMINCI ~., ...:-'.... rKAa.~C&IIGNID'tdtltN\l IHI'UTLNlLOAD DUUCncH ~ OP U::ItI ptllOVlDID IYTH! ~ c:uITOlIa). 1HIIMA.YNOTMUTvwu,lICHACC&I'TAIlU1Y ClUTDJATO'QVlNTIQUlCYLILOO.... PCRmPP!IlP't.QCRSAND 1MI"II0Ym . ." "'~'IJ4IO" ",-" THIS rl.QQ(#fL\M\I<<j, (,;UMi"(,;,KU4T)\A.lIl ~u..'t lJas!GHm wmtAH IHP\rr ) TOTAL I.CWJ omu:c:nclH UNn'0JlL.... (PRQYIDm ayntal.P CUI'TOM8l- THIS CCMlONIHTCANHQT II US1!O Ta SUP,Ol!TC!lUJQCl1LI Mea. OUIGH CRlt&aIA U'IE ...... .... ...... ...... ...... _d:iir "" ... -tD psr 11 PSF 51 nr fif'.N;;lNlf . 4:4.011 IN. Cfc-1 DEI'LECTICM caluaIA : LIVE LOAD DEI'L: L I J60 'fOtAI. LC>>D carLl L / 240 ~ SllUINGI of , CODS t:aQ'LIAJfCU I q:PCla'l' . 21-11.1 PfC-31St Ra 25116 202M 2000Cl-W 650-'S IUHC MIA !K-94-Z VOL. III 1l0t-t-1l BOCA 'ClIO L.A. City '1Ce' r"--"'"'~' N.Y. stATE N.Y. cny caoc IST1FFBNBlUJ UQUlREtJ. JlQ'q 'JIJ I S'l'IJ'nHU. snctnCllTIOII. NORMAN SOHEEL Sl'RUCTURAL ENQINIIA 'ION NI'rII GWtD AW DILEO 23/]2- AlA UUD SHEATKIHG 141/24 stAN 1lA1"1Nli1. SOHOU JlI:ACnCIIs (L8S)~ CMS BIlAaXHG BUHIlla . 1 2 1 17" 1'" 2 SU 541 KIll BUI.IIfG IIUS (IN-IXI 4-" (-.. SEP 0 7 2001 !1022 SUNRl8i Bl.VfJ. FAlRlJAKS. C411fte ~ n.... T rtJ.3.S00 CROSS SECTION ~ L, LONG SPAN JOISTS THS I.OHG SPAN JOIST !,lEETS COQ( ~ 0EfUCTJ0N CRITERIA. HOWEVER. CAI.CU1ATSJ DEfI.ECT1OHS ARE IN UCESa' QIf :lAO, ND IHClUl..D BERfVIEWED 8Y THE PRO.lS:T~AHtWORIlUILDERFOR ,,-,- r" '-ENSSfOR11&SPROJeCT. .~ ~'~~',"!'!J JJVZ I.OAD 0.'3- 1.00-, DCAD I.OAD 0.5'. . i-_u "'tD" 1 "II._ 1 11:11." .... <-. -,.. DM'MNCJ .MOTTa ae.ua- 1........'ErecIOR ....... ~L\IlnCTR.LPI,JG,l'" :I==r~"""'''''''-':'--=J \.-4... =~.~...a.w.:t.IoIII-=::"-~.- .=~~. __~"'lft"U'I_." ~"'_ ......._...........1 ... .....~.,........___I__....~CII-...........-............................."r....1.. , .........................._ ........... ....................................... ...r...... ,--...-.........................IilIIII..........=.... . ,. ...__...... __"'~1I .c....._..........~L\/L_CTR.U'I..........,...... '.........-& -......... '........-IlI........ ....................."......,~L\t....ant,LPt........... '- .........._..,.-I...........~L\A,._ ................",. . IJ'~.......,..............UO 1."0IIdIi cnt.U"I,t::-',. ',. ~......... .............._.._.lIcaIIIIq.........__..... .. . oj., --~_..--- ~ -=&..-.-:=.,-::-.::: ....,=--~ -.............- . iUca..::...~=.:-'..::.c_,..,:::.. ............................-- -'-_~ '",CCPY'<<lIWDRAWlIG_TO_Ql\/PlTOTttewaTAl.UN:ICGHI'lWm:lft , - . ' " . =...~.......... -........ LPII.----... . ,.~ _~;ZUU1V 1* LP ~ lM>od Pnxfucls ...._421..... _1lC"", '- (1'01_ ,.....WaIII (100)_11015 ll\\G . SHEET . ...... ,coo 0109-038 40f4 , ~"_._. AN ~l:Xe.1:4.,..-..... ._. 1';~('LI'llt"I\t l~"r'l"', " " ",' I. '/' _,J, '. " J' l", . ' .~... ;1....10, ....~_ '., ._"_' ." ,'......... ,...._... .., .'. '" ........-",.... Ll8 _r...'A..;; .~..'.-. . , .. -., FIRE RESISTANCE Fir. resistance of concr.', masonry units Is determined by ... "equive!enllhickness" of lhe block Ind th. type of I19greg81., The equiYaleollhickness Is "a thaoreticallhi ... ... of 1he bIoc:k . en Ita concret. .... rnolcIed into a SOlid unit, h is calculated by muhiplying lhe 8ClUIIlhIckness by !he % of solids. As lIIaxempla, 11I8' block with 52% solids hu an equlvelenllhic:kness of 4.0 in. (7.625 x 52% - 4.0), The graaler \he equlvalenllhicknlsa, tht gr.atar th. lire ralin9. The type 01 aggregate in the'block llso inIluenc:es 1he fira r_lance. Ug, .'" block lupancled daS'ewegal') has a bener fire rating than normalweighl block ls~ gr_l). M an axample. an 8" normal...ight block has a 1 hour rating and an 8' lighlweigIC block has a 2 hour rating. FiUing the cores of the block with grout or olher non-combustible matarlal will incr_ 1he lire resistance. Applying plaster or gypsum walllOard will also incre_ lha fira resistanc:e. FICa ...... R.oIl1ance (~~~ Well Code Shan Web r, nt Thlcknea. No. (In.) (In.) ...Sold ThIckntse Normal welpl LIghtweight 4" 402 1 1 73 2.7 0 1 490 solid 100 3.8 1 1 6" 800 1 1 55 3.1 1 1 626 2 1 80 4.5 2 2 690 solid 100 5.6 3 3 8" 800 1'4 1 52 4.0 1 2 826. 1-.. 1 59 4.5 2 2 827 2'4 1~ 75 5.7 3 4 : 890 soUd 100 7,6 4 4 \ ,: 10" 1000 1'" 1'4 48 4,& 2 2 i 12" 1200 W. 1'4 45 5.2 2 3 I 1200 W.. 1'4 47 5.5 3 3 1226 1-.. 1'4 49 5.7 . 3 4 I 1227 2'~ 1~ 57 6.6 4 4 14" 1400 1'h 1'4 46 6.3 4 4 16" 1800 1'h 1'4 44 6.9 4 4 . As determined by Table 43B of the Uniform Building COde. EQUIVALENT THICKNESS REQUIREMENTS FOR FIRE RESISTANCE' i I , .' Type 01 Coarse Aggre9ate: Expanded Clay or Shale (Lightweight) S,liceous Gravel (Normal Weight) 'Based on Table 43-B. Uniform Buildin9 Code "Equivalent thickness 01 a masonry unit is determined by dividing the net volume 01 the unit by the area of the face. The thickness Of Gypsum Wallboard, Portland Cement Plaster. or 1.5 times the thickness of Gypsum Plaster applied to the wall may be included in determining equivalent thickness. Minimum Equlvalenl Thlckne.... lor Rallngs 01: 4 Hour 3 Hour 2 Hour 1 Hour 5,T 4,8" 3.8" 2.6'" 6.2'" 5,3" 4.2'" 2,&" ......-.... ,... _... -'" . ...,...-.- --...... . . "',. ..... ....--. . ... ..,.,...,.. . ".' ....'......."...,-'.. .."...., ',I' "\:::;):,:~~,::,:,,,. .,..,..I,,,,...,,~.h,;,,:t( , ';'-:,." .' :,;,:'-'-;";, :ti:ekc~i,' ""i, 1.,\. "'" :"r" I ", ".;k' <,.:~~,. ,,"'> , ,L j~ i , :- ~ )' I'~};' , a~;..:,< 'i",~!\ ':,'; .?;:'::;y) ; ...~\H:;':"": ' h'3"l' {~';, ' :;<'> ~' f;:, !.' ............ i!+~~-!...g~__<!..'t\!.!._,_ nUL1!i..P)~.it--:-I:IN9 1'00.. \ ~ ~ t~- ~~~, I+-" "1S41~: ",-,. c::.AI.",",~ e' ~ leBO Evaluation Service, I nc. "~---.'''<.'._.'"'''~''~I*,,'' "". A subsidiaryco/'poration of the International Conference of Building Officials' ,,', " fll.- !fUJ;"A41AN F1111111 Clltlary: ROOF, WAL~ AND FLOOR PANELS-CDllcrala.d Mllonry (2181 , ';:, ',!,i;;: Report N~,','."j; ~~Ic' ,EVALUATION REPORT CopyrlShl <<I 19941C80 Eval.atlon Service, Ine, I I,! ,tf;." )i/.,; ~=R=~...":..'"\I':~\hBS da~~~r~e ~=dp~~: cut and pfllpaflld for each project in accor.!i" MOLIN cOlICRm PRODUCTS COMPANY C, F1re-rallllVl Con..ruDlIDn: Flre-reslsttve ra~ngs lor Fleltlcore unll$" II 411 ULAC STREET 'rt"I_,Ob- 11,,1.. areassetforthlnTableNo,!. F' LillO LAUS, MIIlNESOTA lU14 .... '" 0 0, Id.IUftcatlon: All slabs are markad: "Rextcore slab.Evaluatlon Re, ,4:, ' . . I, Sub_ Rextoora Precast, Prestressed, Hollow-Core Floorond RooI port No, PFC-2790," Prestrassad Concrete Institute plant cert"lclllloil,~:,i; : Slabs, document Is also provided lor each project ' ,!k~;,,~\.~, iilli' . II, DIlICIlpllon: A. Glnlral: F1eKicore slabs are precast, prestressed, III, EYldenCI Submittld: Structure' data, fire lesl reports and quafilY!'; :1' ho!ow-core concrete slabs 24 Inches wide and available In ImcknMses control manua!.;"" /{ I of 6, 8, 10 and 12 ;nches, Fabrication Is. In 50-lo-eo-foot-long by "Yo" . ," ':t, , 24-1Dch-wlde steel forms .wIth special end bulkheads to which pre- Flndlngl':U'!,i~;: stressad reinforcement Is attachsd and tensioned, Addl~onal reinforce- IV, Findings: fhallhe FlexlcDII Pllcall, Prlm_d, HOliaw:~~II'~lf'/ ment IS placed as required by design, Circular voids are formed wllh In. fltlor and Roal Slln "olllJl'" willi th11991 Unlllllm 8.Udhl.-ClI/Wj!;;' lIated rUbber tubes during casting, Arter conClllte Is poured, vibrated, · " . I ' I' ~~;:~~:;~~~~;~: ~~a~~I~~t~a:::I:~~~~I:,dc~nr~n~~:~: SUb~~ctfh~ t::::::~:~I~::~~::::nfDrmIlC' w,~'1~;u~u~~~~i~f~l! p'eted b.lore shipment 10 the jobsne, Ing ClIde prevlslons"r prestressed concrete, PllRs Ind cal~ul.;:.I\:(1 8, D.Ilgn: Design 01 FIaKleore panals eonlorms wItl1 standard pro... tiDns IIJlst be subllltled to the buUdllO olflc1el hBVIng lurisdlc-" !'}:" Mes lO,r prestressed concrete membel$as fllgulated ily Section 2618 of Ulni ' /,:',' rile colle, This Includes concrete topping mlng composneIy wltl1 the pan. 2. WIlen a are-res lit'.. rallng Is required, Ih. prest"ulng Blrand r ii, el.. "[he unllS art daslgneo for each prolect according 10 span. loading, cover, concl'tl. aggregate Ind slab lhlcknasuomply with Tabt"i!'. requlred fire-reslstlve construction and other co~dklons unique to the 110, I. project, The hollow-core elements ara Intended to foml a continuous hon- 3, All re~.'rtd welding Is performed under speclellnapec:tlon In zontal deck sy"em to support or raslS! ali Ye~ical and horizontal load. In GOnrOlmlnel wllh Section 3lII oIlh. CDdl, conjunction with a reinforced structural topping, The bond devaloped by 4, The unlls allllbrlcaled Itlbe Molin Coner.1e Products ComPI- lae POured-ln-placestructural topping and the slabs Is as allowed by Sec. ny IacllllY, 415 Lilac Strall, Llno Lakes, Mlnnasota, under a tion 2617 (I) of the COlle. Whera bracing 19 provIded by other methods or quality conlrol program admlnlst.red by the Pracetlll'1'1I$- parts ot I struetura, units may be instaned wnhoUltopplng, using suitab:y tressed Conerele Instllull (IIERDA'105), designed end deUlIl8d shelr-r8Sletlng connacUons to prevenl displace. ment In any direction, Including separation or shearing It tM sldelolnts 1913 Accumulative Supplemntlp the U,B,C,: This report Is unaN"cl>.f1 of the units, Shear velue. sel forth In Table No, 26-E of the cOlle are el. by the supplernnt lowed lor bolts grouted Into the cores wtth tf1e specified embedment. This reporllt subJ.ct to re-.IIo.. fAille NO, ~eoULE OF FLEXleORE FIRE-RESISTIVE RATINGS' 1",1UI", w- UIiIT- Tbr~J:c Of... ) cu;,AR CtINQJI.-a UN." .......-..xI Mll~ (I......)' OV!R .'''ANOI (Ine_) (Houl1l) 8 1'1$ 2 8 11/44 2 3 10.12 I'h 2 ; It", 10.12 2 3 ,;;':b 0-8-10-12 I I :" ~J';f.t: v- ,,':'ih'.1j. I 8-10.11 111- 2 ' . <?f,:Fi:' n ,1.l,.' ICubonatc llgreptc concrete. '>jf l\!~~' 2Minimum )-inch bellin&: widlb at Juppcnta, )Qint cltlsranc:e ~h.U be belw~n I/ul U1d 1/4 inch At the .1 ' I. botICm ofll&bs rllT the entin lenll1h. :,:\' ". .~:;;;;;;;~j:;::~7~~:~~:~:,:::::::~,:::::::::.,~Vi BMJlN4IInNflOtU oJIaO BNllullMSlrtk., 1M" "" "'__11 to pro"" .I' '''''',.''0 CIGIIA ""lfIlHrro/ICBO, utJltdn, 1M cod'",*," WIII~htk,,,~ ~.Ej~~~+ "='!io,a:~::~::, 'Z;:"" IH ,,1IItnIf4 art,n,"""', Mflltlticltn'UY I1IMrctltrlhlu fUN Spltljl<<JIJytl#Un,..4 "'",,, .".1UIHnllt,nJ or~,~:;mt~: : Jtlt?"ill) Tldt;""''' _"'-pollll! " :, p ""ur<<),rlftJmblllel4a '....#mU' dt4 oppIJt:fJIfL rJu IC.O EwWuzdolf S'nl&~J lltt., Icc"-.itaJ .M1,//- t'l""e~.d~ ,,;,1,;t~~,,!: ':.~=....w;.o;::;::'-:'"',.~=::r::=":;::;"'-:::=::;" n;::'7=:r~~~:~:-=:.::~:~~::~t,'.ml;!: p.'1,f~;f:')'_Ali~<)!' :,..,:',;"'::<iii;i:;-(: IW_.. ~ --- ,~ 1999 Fire Resistance Dir~ory 306 nRE RESISTANCE DIREaoRY (BXRH) FIRE RESISTANCE RATINGS - ANSljUl263 (BXUV)-Continued De.;gn No. J918 Unrestrained Assembly Rating-1 Hr. 1 Cf q. : ptLJ LJ L-J LJ LJ LJtq Q ~ ~ 1. Precast Concrete Units*-Carbonate, siliceous, or lightweight aggregate. 4 or 8 It wide units with cross section similar to the above iUustration. Openings may be provided through the units for piping, ducts, or similar services and should be suitably enclosed with constructions having at least equaL resistance, acceptable to authorities having jurisdiction. American Precast Concrete. Ine. Arnold Concrete Products-Greensboro OfY. of Carolina Steel Cerp. Ireeko Industri.. Cleveland lullde.. Supply Co. Nltterhouse Concrete Products, Inc. Southern Cast Stone Inc. Strescoo IodustriH TPAC OfY. of Kiewit Western Co. 2. Mlo ..arlog-1-l/2 in. 3. Grout-Sand-cement type. 3500 psi compressiye strength. For a grout stop. compressible material may be placed at bottom of the joint before applying grout. "'Bearing the Ul Classification Marking ~ unrestrOined 1 Ena Detoil Design No. J919 Restrained Assembly Rating-2, 3 and 4 Hr.{See Items 1 and 8) Unrestrained Assembly Rating-2 Hr. I . ~ CP r .. .... . . - , .' I . ... ._,.,. .f"........... ............_.............'0..-.. ~o.tao.o.io.O.O.tO.O.O.tD.CJ' I ~ 1 ~ @ @ (Q ~.~...j ......d I......, .......,......"j ~[---- ~-1. );-----------, ~-----1 ~---c;=~ Unrestrained End Dejail 1. Concrete--fo9ping-3000 psi compressive strength, 110 to 153 pef unit weight. Normal weight aggregate. The min concrete topping thickness is 1:-3/4 when Item Nos. 6 and 7 are used. When Item Nos. 6 and 7 are not used. the minimum concrete topping thickness shall be: Material no., Restrained End Detail ~. ...~g-Hr. , ".' -,', .,..... ,..'~ .. .. ., ~-" ..:: 3 nRE RESISTANCE DIREaoRY (IXRH) FIRE RESISTANCE RATINGS -ANSljUL263 {BXUV)-Contin IA. Floor Topping Mlxtu...*-(aLtemate to concrete topping)_8 water to 80 lbs min of floor topping mixtun* to 220 l.bS max. of Compressive strength. 1000 psi. Mfrl thickness for 3 hr rating 3 Hacker Industries, Inc.-Firm.Fill. Firm-Fill 2010. Fimi- Strength. Gyp-Span Radiant. Maxxon Corp. Type GC. United States Gypsum Co.-Type F. Roor Mat Materiats*-(Optional)-Roor mat materiaL nom 1/4 in adhered to subfloor with Hacker Aoor Primer. Primer to be appLf . surface of the mat prior to the placement of a min t~l/2 floor-topping mixture. -" ~ Hacker Industries, In(.- Type Sound-Mat. lB. Alternate Finish Flooring-Floor ropplng Mlxture*-4 to l' water mixed with 80 lbs of floor topping mixture and 1.4 to 1.9 CuI" sand. Compressive strength to be 1200 psi min. Min thickness to C in.: . Rapid Roor Systems-Type RF. RFP or RFU. . ~ Floor Mat Materiats*-(Dptionall-Roor mat material nom 1/4 in . adhered to subfloor with fotaxxon FLoor Primer. Primer to be apPliedlio. . surface of the mat prior to lath placement. .t .. Maxxon Cerp.- Type Aceustl-Mat. . Metal Lath-For use with floor mat materiaL 3/8 in. expanded gal steel diamond mesh, 3.4 lhsJsq yd placed over the floor mat m_ Floor topping thickness a nom 1 in. over the floor mat. , . 1.1 1C. Floor Topping Mlxtu...*-Altemate to Items I, IA and 18. 3 to/gil~ water mixed with 80 lbs of floor topping mixture and 1.0 to 2.1 ell !1M sand. Compressive strength to be 1000 psi min. "'in thickness to b.e.3/!(ti... M.-n Corp.-Type D-C, GC. GC 2000, L-R or T-F.': Floor Mat Materials*-(Optional)-Roor mat materiaL nom 1/4 in: ' adhered to subtloar with Maxxon Floor Primer. Primer to be applied to 1IIt surface of the mat prior to lath placement.:.,.. Maxxon Corp.-Type Acousti-Mat. . .. Metal Lath-For use with floor mat materiaL 3/8 in. expanded galvanized steel diamond mesh. 3.4 lbs/sq yd placed over the floor mat materlt Aoor topping thickness a nom 1 in. over the floor mat. .. '.. '~~ 2. Precast Concrete Untts*-Normal weight or air cooled blast furnace iag aggregate. Cross section similar to the above iUustration. . _:'J. Calumet Rexlcore Corp. , .~ Concrete lndustries lne. ' . Rexlco... of Texas, Inc. iI' Rexlco... Systems, Inc. ~~ 3. End Details-Restrained and Unrestrained. "'in Bearing 1~1/2 in. for assembly rating of 3 hr or less and 3 in. for assembLy rating of 4 hr. 4. Joint-Clearance between slabs at bottom, full Length. min 1/16 in.. max 5/16 in.. grouted full length with sand-cement grout, 3500 p~ min. Note-A 3/4-in. lateral expansion joint to be provided the fuU Ien;Ih and depth of the slabs every 14 ft. Expansion should be obtained wltfI noncombustible. compressible material, for example: 12 sheets of 1/16.in. thick ceramic fiber paper. 5. End Clearance-CLearance for expansion at each end of slabs shan ~ equal to L/17 (1/4 (+or-) 1/16) in.. where "L- equal to length of spanm feet. 6. Trench.Header Duct-Optional-(Bearing the UL Listing Mark). Housing constructed of steel and provided with metaL edge screeds. ,,~ 7. Electrical and Telephone Outlets-OptionaL-Electrical outlet, after sol drive inserts, and outlet mounting bushings (Bearing the UL Listing Mark) 3~1/2~in. diam by I-in. thick piece of noncombustible-compressible blanket insulation. slit at center for passage of wires. to be placed on toP of bushing under outlet box. 8. Spray.AppUed Fire Resistlve Materials. -(Not shown)(Dptional).- Applied to the underside of the Precast Concrete Units by mixin~ ~ water and spraying in more than one coat to a finaL thickness of 9l161~ Concrete surfaces must be dean and free of dirt and oil prior ~ application of Spray-Applied Fire Resistive Materials. Spray-Applied pdfllt Resistive Materials applied at min avg and min lnd density of 15/14 . ' respectively. For method of density determination, see Design Information Section. When Spray-Applied Fire Resistive Materials is used, the specified ~ of Concrete Topping (Item 1) or Floor Topping Mixture must also be ._.... to obtain a 4 hr Restrained Assembly rating. The 4 hr RestrI'(WI' Assembly rating does not cover the use of trench header (Item 6) aJ eLectrical and telephone outlets (Item 7). Restrained Unrestrained AssembLy Ra~ng Assembly RatIng 2,3 Hr 2 hr 4 Spray-Applied Roslstfve Mtls, Thk~'" O~See Item 1 ,. ~. 9/16 in.-See ltemr .' lOOK FOR THE Ul MARK ON PRODUCT -- . ---_.._.._~._--_..~~ ~--_._------_._. " ~' '",'. ," '.~ '" 'J~< .. , ':~"r j;liI'*rg .pa~el '"., -, -.,', ,., . I~lr I J .' '}E'::,'rc ;, i (~' , '..~" TJI. jOI~, (Open-web rru6Jot5tMs~Mill.an producte optional) ~ , 'Ai" SHEeTROCK. brand FIRECODE. "e" gypaum board , , G}I'~:" '-,'''' ..' , ., 5.ltnP~9" ;;trpng-Tie. , ceiling"oupport clip Steelfurrln~ channel '.. '.>;.; ,/" , ';: ':,t~~;~+t_7'::il',\{:/X~.;H:~~~\?';'~:: Without gypsum.eonere!e:. " StC'~'47"RALrLe1-87";'.'''~:-' " ':""),.-:.- -:' '-'1" .......-.'" .. ", Pad & Carpet IIC.~ 5~; f'\!\UI)I81-17 .., C;Y/l~ip~\!;.xlnY!:IIC ~.~:.ElAL:It'l81-19" . ' , .. ...... c, ',; :',"_,' .. .,'"'' .. .... .. '/.. ,,'. .. " .," ',_ ::~'.:' ',: _,'" < ',_',' ',.' " .., ::Wlth,gypilumconerete:'::' .... . SIC ~,59;;RAL TL81-105], : . Pad & CarpetllC ~ 54; RAL IN81.2D Cushlon~dvl~yl 'IIC'= 43; RAL'IN81-21 I' 1112" liahtYieight. concr~ or 1" €Jypau." concn,te 0/.," oheathlng 0.' ... -. , .,'.- ,:-.','. ,',";:"" 'L'>')~' ,.,','.' -.', . .' .', , '-" '\,",,'. .. ',', ',.:"'" T JI. joiet " ":;..:.... . .'", .'.',,-., . %:', gypeYil1 board Reelllent'channelo Labonltory Test STC=;57 . '. G&11No:'USDA-11 xST "," 2" li/3htwei/3ht concrete ~'~,E;.9.Pt1~~,4~a4~,njtl9 ,~~a~d %:!~~h~athlng . ,... . "(,:::,,.,.,.,oc, ". , i:ij, Truo ~pl';f MacMJUa:~; open;\'o:eb(Ji tru'~~*lr\:~',(~l '.""1, ,"If' t\':~~:f~;t;il':; Field TeSt . F'stc:;,r~q.: WCR-Thunderbirq ,..,,",-....,,;: ".i,,'."" , ,,;i;)l"'~'f..':,t~.~,,\. ";' Dund Conbol DItaiIS -'---"'-'~'.'~'--'~"~'-_.'------_._---- -----_...__._--_.._-~---~-,-- .,.. %':ton u~~d '. ~"J,., ~ ,. ",'",,,,"')'~FI"'1::Yl'_ ".''':'- gropve ebe~thlng. " , ~ .,',"i:_'-';>'_,(::t. : ~-BI6~klfr~:Pit.H4tJ,"}_:',iNf '''',,>::; ",' ;.':~,,;\ :" I' rj::',),')/:" TJI' jolot (open'"". -./ ~, ;~:=:K_?~St; ::', :",~:,_,;.-, . ~."'; ':~;':"':~:::~;~,t;,'"T"'" . I' boar/l':, Without gypeum oonerete: , , " . : 4'.j.,,: S1:C ~ 50; RP..LTL81-t43 " .... .{'J' ::,~j ,f'~Q .c!K :C,~JptbU9~,:s.'I~,Q;AAl.' !J)fP_1~?B:_7~d;tt:!d'~;i . ,', C~shioneQ.~,"yl \.tIC .~' 45fRil,C!N81.,26 :. ....'..;'"-\. " T"(ke~. ~Cll.u,~~II~{~iIS=;~:~(Jl,~~\;;J~,~~~~'i ,. ': :WI1/! OYP8~Oonerete:: i ,.'., ....., \ . ';'; ':" ' } '~~SrC;'~5El~~;__. ~~;:r:Lp.' ~tQ6;),I:~:;~i?,:~;;t~"~;:{~~;l,__:!"! I;~. ;-' . ~ 11l~d:.&ipiirl'Ot.,IIG1:.54; RAL IN61,23',y:',. ,r :Au~hjoned)ljnyl,i \!C~ 48~RAL IN81 '24, ~. , :r~rkett A9I'u~tlflo~IIC = 54 (1) RAL IN9. .'. . . , (1) Require. two leyers of 618 Inch l'ype X gypeum boerd.w1th!\'\'::)i{'" . ,. "'~ne,layer ~"3;:1J2lnChthlck batt,ln8ul~tlol'!. ',,:,,~,,:v':~;V-:>;::/:~~':'::"~'j\:'::~~\r;';:7;,:t'J/ 'Y,:.:}:;~' j Fe:'. "" -,,' '.. ..".... '."''''''.''''~''n,;,',>I'-''''''\~'.i"" Ph" Iightwel/3ht.coMc,* or '" ~\;l,'1'?9~P;~;~'flj';~1 .,",.,. ,'.:,>.,;,.>;....i~ 0/,," 6hesthlng :'; ',",,;'::';;;;;:'w]!~":'("~~~}' '. . ".:;;.';::,.lr",':!I, !1{' ' . TJI. joiot Laboratory,Tesf STC ;"58 . With pad and carpetlNR '" +:16 '.' With vinYl tilelf':.lR =-1 ..... . @&HNo:U,SOA:11xSV ,".' ',,: ~ ',J,i Trus Jolet'_< MacMIII~ . ;,:':,\ d;'~h~'W'"'' " p.,.., ;,.':.-'-trU511~~ ,.,..,......;.,........"'. FIRECODEIIl and SHEETROCK~ are registered trademarks or United Stales Gypsum Company_ Thermafiber4' is a registered trademark of Thermafiber. Fjbere~ is a registered trademark of Fibere)(l'llnsulation Inc. REV. 5/99 W 9.9 .fu~ ~ Floof1:eiliag ..,...... 1';;')\fff,OUR FLOOR/CEILING SYSTEM I il"l~': t!., ,..1.!,;' , ,!~i;~,;!f .':If''l' . ALL .JOIST SERIES NER-200 ASSEMBLY E-2 1. '0/24 minimum tongue-and-groove performance rated sheathing (Exposure 1) 2. Two layers of W thick Type X gypsum board 3. T JI~ joists Note A single layer of "0/", span-rated sheathing (Exposure 1) oy~r!j.pists,," at a maximum of 24" on-center with 1W lightweight concr,~.w 1'" of gypsum concrete is an allowed deck alternative. If the jdi$\il'are spaced no more than 20" on-center, a 0/," gypsum concrele top- ping is permitted. See NER-200 for specific assembly requirements. ~ II' \ , ", .( T JIIIIl/L90 AND T JIIIIl1H90 NER-200 ASSEMBLY E-6 1. '0/24 minimum tongue-and-groove performance rated shealhing (Exposure 1) 2. 'Va" thick USG Type C FirecodS" or Westroc Fireboard" C gypsum wallboard 3. T JI~/L90 or T JI"/H90 joists 4. USG RC-1 resilient channeis at 16"on-center 5. USG Thermafibe~, Fiberexe-FBX or Fiberexe-SAFB mineral wool batts Note A single layer of <0/", span-rated sheathing (Exposure 1) over joists at a maximum of 24" on-center with 1W lightweight con- crete or 1" of gypsum concrete is an allowed deck alternative. If the joists are spaced no more than 20" on-center, a:y." gypsum concrele topping is permitted. See NER-200 for specific assembly requirements. :" 1~~ :>~~;',: , ,,1 i:;iL .:' j'~ , '., ,:. }'", Joint detail for butt 'jl". >,)~; ...... Joints perpendicular to " ::~ :' ,', "'., ", /"l';';"..; 1., 1,0: ~'" ;__'" framing members [.,~i 'F'" '.' ,'.., '."a.'....' ,'Lli ',.i' 'I!"~ '~:!' .',; , ,~~1~1:,.:_::!:'!' ;iifl\~6uR FLOOR/CEILING SYSTEM :'~!'tli".t.." ';!.t~~F,) ALL JOIST SERIES "-j- ,-; NER-200 ASSEMBLY E-7 1. ,,%, minimum tongue-and-grOOve span-rated sheatlJing (Exposure 1), glued and nailed 2. TJI~ joists 24" on-center maximum 3. Glass fiber insulation, unlaced batts, 3W thick in plenum. supported by stay wires 12" on-center and centered on joist bottom ,flanges 4. Three layers of 'Va" Gold Bond Flreshield" G Type X gypsum 5. Furring channels a116" on-center located between first and second layers of gypsum Note A single layer of <0/", span-rated sheathing (Exposure)) . over joisls at a maximum of 19.2" on-center with 1W light: weighl concrete or :y." .of gypsum concrete is an allowed deck allernative. . See NER-200 for specific as~m~,Iy'e9pirernen.~.f: :..< i'M ,Ii'. " r.' ."'-", ',"'.: ,~\; " . f' "CJ '<, :<:i: '1 '''''~\'' /::(~~~ t,:; y, <:' ,\ 'Ve" .'. L. , 23C~;\ 1..+" ',,' ......t;t>....... '.. t.' , . Joint detail for butt joints perpendicular to framing member5 REV. .;;'y ",i 06/08/01 FR1 13:58 FAX 612 896 1117 27 ~. rG,r<JJ ;l / In f ;,......101 .M......:Lro~l.l,I'..~,~I,,~ 1.",-' 1.1.11 ".'I".l~l! . &l l@\..@\0l&l~~ .' Sound Test OIlta: I WlGypaum I STC. 511 Concrete Pad & CarlIet IIC . 54 ,~~, I""""'M~.""""'7 ' ,.., ...... t t f-- .. -f '-0 ~' .. l~U. fi!'I ~ ......,~....:... 1 . ' I L, ~~:~ r--'~ 0J (;it '-@.-t . ~~ ifu~f ID~M- ~flpENDtCULAR TO FRAMING MEMBERS. TRUS JOIST IgJOD5 PFC-4354 ,~ FIGURE 7-Contlnued ASSEMBL V 0 (See SecIion 2.3"4 of this report.) 1. ~ Iongue-8Ild-groove """" rated .'-thing (Expoau.. 1). . 2. T JI JoIaI or Open-Web TRIll. 3. No. 28l11Ull8 gaIvIInized steel furring c:h8nneIlnatalled peI'I*Idk:uIIIr III Joists. FUrring ch . , , ap.-l1-112 Inchea . and an each aide of wallboard end join.. and 2A Inchu on cantarllW8)' from and join". ChllnneI HCUred III joiIla with support dips (118m 4) at each jal laca11on. AI. channel splices. edJa-d: ~ ovDpped 8 Inc:haa and tied with double atrand of No. 18' SWG galvanized ateel wiJII at each end of ewertap. 4. SL "," Strong-TIe Co. Type CSC support dips III be ull8d III support furring channels atllle inleIHdion with aach joist. Support dips nailed III side of joist bollolll n.,g. with 1-112 Inch long No. 11 gauge nail. 6. Sl8billzer strap (not shown) - 314 inch x 6 inch No. 24 gauge galvanized stII~ lllrap uud III prevent rotation of the support clips at wallboard end join" and IIlong WIllis. B. 1 Inch thick, 8 pet minimum, Thennallber or Fiarax-FBX or FibaraIl-IF mlnarm wool b1l1nkala. 7. 112lnchthlck USG Type C FIRECODE orWealroc 'Fnboard C gypsum board. .' ASSEMBL V E (See ;:.. :..:. ,2.3.5 of thIiI report) 1, Double WODd I!oor or a single layer of 48/24 span-rated ,tangue-~ sheathing (Expoalft 1). 2. T JI Joist or Open-Web Truu. 3. An s,.,.. .. ceiling system thai will provide a 4O-m1nule finish rating. An example of a ceiling with a 4O-minule 1inlsh nrting is described in Section 2.32 of thia report. , ASSEMBL V F (See Sedlon 2.3.8 of this report) 1. 48124Illngue-and-groove IIp8n rated aheathing (Exposure 1). ' 2. 518 Inch thick USG Type C FIRECODE or Wultoc FlnIboard C gypsum board. 3. T JI JoilIt (with lIang. IIzas 2x4 nominal or Iarger). 4. USG RC-1 channel at16lncMa an center. 6. ThemIa1Iber or Fl., , , '-ax or FibentX-SAFB mineral wool baltS. Far 51: 1 Inch . 25.4 mm. 06/08/01 FR1 Page 6 of 27 13:57 FAX 612 896 1117 ~ TRUS JOIST - long (41.3 mm). Type S screws at each joist. Two chan- nelS 8l1l provided at each gypsum board buttJoint and ex' tend to the next Joist beyond the longitudinal Joi~. The gypsum board must be fastened to the resilient channelS using l-inch-long (25.4 mm), Type S screws spaced'12 inches (305 mm) on center in the field and 8 inches (203 mm) on center at the butt Joints. In roof ceiling assemblies in which T JI joists 8l1l spaced more Ihan 24 inches (610 mm~ on center, the ceiling, in- cluding the resilient channelS, must be attached to strip- ping spaced 24 inches (810 mm) on center. The attach- ment of the ceiling membnlne to the stripping members is similarto the attachment of the ceiling membrane to the joists. For spans of up to 5 feet (1524 mm), the stripping members must be minimum nominal 2.by-4, construe:;- tion-grede Douglas fir lumber. The stripping must be at- tached to the bollom flanges of the joists using 10d com- mon nails. Slripping meterials of equivelent strength and attachment are permitted when specifically approved by the building official. 4. A layer of l'l;'inch-thick (38 mm). minimum 2tl2 pet (40 kg/m3), Thermeflber Sound Attenuation Fire Blankets or Fiberex-SAFB (Sound Attenuation Fire Baits), must be placed between the bottom flanges of the joists and the top of the resilient channels. The insulation material mUst be friction-flUed into place and supported by the resilient channels. 2.4 Aasambly G: Two-hour F1re-raslstlva Roor-celllng or F1oor-calUng Aaaambly: , See Figure 8 for dlllails. When used as a floor-ceiling as3em- bly over crawl spaces, the cemng mem~rane is permitted to be omilled over the unusable crawl space. Additionally, floor- ing is permitted to be omilled where unusable ettic ,;pace oc- curs above the following system, provided the requirements or Section 2.1.3.4 Dr Section 2.2.3.9 of this report are met: 1. The floor sheathing must consist of a single-layer of ""12. span-rated, tongue-and-groove sheathing {Exposure 1). All butt{oints oftheftoor or roof sheathing must be located over framing members. . When TJI joists or Open-Web trusses are used in a roof-ceiling assembly. a single layer of square-edge span-rsted sheathing (Exposure 1). complying with the code, is parmilled to be used as sheething. 2. T JI joists orOpen-Webtrusses mustbe installed in accor- dance with this report, with a maximum spacing of 24 inches (61 D mm) on centeuMinlmum T JI joist or Open- Web truss depth is 9'1. inches (235 mm). 3. (Optional.) When insulation is used, it must consist of glass-fiber insulation with unfaced baits that are 24 inch- es (610 mm) wide by 48 inches (1219 mm) long by 3'1. inches (89 mm) thick. The insulation must be placed in the plenum and supported by stey wires spaced at t2 inches (305 mm) along the bottom ftange Dr chord. 4. The ceiling membrane must consist of !h.ree layers of s/s-inch-thick (15.9 mm) Gold Bond Fire Shield G. Type X, gypsum board. The base layer l11uSt be applied per- pendicular to the joists Dr trusses. with end joints stag- gered. and must be attached directly to the bottom flange or chord using 15Is-inch-long (41.3 mm), Type S screws ' spaced 12 inches (305 mm) on cenlllr along each joist or truss. Resilient channels, minimum No. 28 gage [0.016 inch {D.41 mm)I, must be applied under the first layer of gypsum board, perpendicular to the joists or trusses and spaced a maximum of 16 inches (406 mm) on center. The channels are attached to the bottom flange or chord of eachloistortruss, respectivaly, using ls/e-inch-long (41.3 mm), Type S screws. The middle layer of gypsum board must be installed perpendicular to the resilient channels, with the end joints staggered, and attached to tha resilient channels with 1 ~nch-Iong (25.4 mm). Type S screws spaced 12 inches (305 mm) on center. The finish layer gypsum board must be installed with edges and endjoin staggered from the middle leyer, and must be fastened to the resilient channels using ls/s-Inch-Iong (41.3 mm) Tvpe S scr~ spaced 8 inches (203 mm) on center:' JOInts of the finIsh leyer ofgypsum board must becoverad' with joint compound and paper tape, and exposed screw 'heads must be covered with joint compOund. 2.5 Alternate Floor or Root Systema: . An alternate ftoor or roof deck to Assemblies ABC 0 E and F. d~scribed in Sections 2.3.1 through 2.3.6, and t~ the two- hour assembly described in Seelion 2.4, consists of minimum <lD/2Qspan-rated sheathing (Exposure 1), DVereitherTJljoists or Open-Web trusses spaced a maximum of 24 inches (610 mm) on center. with either l'lz-inch-thick (38 mm) lightweight concrete or 1 ~nch-thick (25.4 mm) gypsum concrete overthe sheathing: When the T JI joists or Open-Web trusses are limit- ed to a maximum spacing of 20 inches (508 mm) on center a "I.-inch-thick (19.1 mm) topping of gypsum concrete is per: milled to be used. The gypsum concrete must be recognized !n a currentlCBo ES evaluation report. and the report must Include an evaluation for fire resistance that permits the re- placement of the floor systems with the sheathing and gyp- sum-concrete system. 2.6 Sound Retlnga: 2.5: 1 A"M1~1y B, Optlon 1, STC . 50: Assembly B (de- scnbed !n .Section 2.3.2 and shown in Figure 7 of this report) has a ,",,,,mum sound transmission class (STC) rating of 50 when constructed with resilient channels spaced 16 Inches (406 mm) on cenlllr to separalll the ceiling membrane from the su:uctural.framin.g. This assembly has the following minl- m.um Impact Insulation cia.. (IIC) ratings when constructed with the corresponding additional materials described below: 1. IIC rating of 60: The floor covering must include a 40-ounca-per-square-yard (1.36 kgJm2) pad and a 56-ounca-per-square-yard (1.90 kg/ril2) carpel 2. IIC rating of 51: The floor covering must consist ofTarketl Acouslnlor sheetvinyt; the ceiling must consist of two lay- ers of s/.-inch,thick (15.9 mm), Type X gypsum board; ~d the bottom of the floor cavity must contain 31/.~nch- thick (89 mm) glass-fiber insulation. 2.6;2 Aas...,bly B, Option 2, STC . 58: Assembly B (de- scrIbed In Section 2.3.2 and shown in Figure 7 of this report) has a minimum STC rating of 58 when constructed both with resilient channels spaced 16 inches (406 mm) on center to separate the c~lIing ,!,embrane from the structural framing, and with a "I.~nch-thlck (19.1 mm) floor topping of gypsum concrete recognized in a current evaluation report. This as- sembly has the following HC ratings when constructed with the corresponding additional materials described below: 1. IIC rating of 54: The floor covering must include a 4O-ounce-per-square-yard (1.36 kg/mZ) pad and a 56-ounce-per-square-yard (l.90 kg/mZ) carpel. 2. IIC rating of 54; The fioor covering must consist ofTarkett Acoustiflor sheet vinyl; the ceiling must consist of two lay- ers of s/s.lnch-thick (15.9 mm), Type X gypsum board: and the bottom of the floor cavity must contain 3'/.-inch- thIck (89 mm) glass fiber insulation. 3. IIC rating of 50: The floor covering must be either Arms- trong VIOS Dr Armstrong Cambray sheet vinyl: the ceiling must consist of two layers of sls-inch-thick (15.9 mm). Type X gypsum board: and the bottom of the floor cavity must contain 3'1..inch-thick (89 mm) giass fiber insula- tion. 2.6.3 Assembly D, STC . 59, IIC . 54: Assembly D (de- scribed in Section 2.3.4 and shown in, Figure 7 of this report) has an STC rating of 59 when the assembly is constructed with a 3/.-inch-thick 119.1 mm). topping of gypsum concrete recognized in a current evaluation report. This assembly has ~ TRUS JOIST -" 19J003 PFC-4354 06/08/01 FRI 13:56 FAX 612 896 1117 'r"'~? eSofr1 jt~-" ", /' 24 inches (610 mm) on center, framing perpendicu, lar to ):: the trusses or Joists must be installed at.24 inches (610 mm) on center to support the ceiling. 3. The ceiling membrane must consist of a'single layer of '/.-inch~thick~12.7 mm), Type X gypsum board comply- ing with ASTM e 36, attached to joists or trusses, or to stripping spaced 24 inches (610 mm) on center. The gyp- sum board must be1astened using ls/s-inch-long (41.3 mm), Type S drywall screws located 6 inches (152 mm) on center at end joints and a inches (203 mm) on center in the field. 4. An approved, exposed, fir....ated. suspended-ceiling system must be Insl8lled beneath the gypsum board ceil- ing membrane. The minimum distance b_een the sus- pended ceiling and the gypsum board ceiling membrane must be 12 inches (305 mm). The grid system must be suspended with No. 12 SWG galvanized steel wire fas- tened to the stripping or joists ortruases using 3-inch-long (16 mm) flathead hanger screws. Ught fixture protection must consist of 6-inch-wlde (152 mm) pieces of ceiling grid panels that are 48 inchee (121 g mm) long 10r the sides. and 24 inches (61 D 111m) long for the ends, with a full grid panel placed on top. A galvanized steel duct Is permitted for each 200 square 1eet (la.6 rn2) of ceiling. provided the duct has a maximum 12..;nch-dlameter (305 mm) steel diffuser opening without a damper, and a maximum 6-inch- by-12-inch (152 mm by 305 mm) return air opening. Ceil- ing panels must be 5/a..;nch-thlck (15.9 mm). USG FIRE- CODE AURATONE. Noncombustible batt insulation that is rated R-30 or less Is permitted to be installed above the gypllum board, in the cavity b_en the joists or trusses. 2.3A Assambly D: 1. The flooring must consist of a singla layer of 48/20 span- rated. tongue-and-groove shaa1hing~Exposure1). When use is as a roof-ceifing asaembly, a single layer of square- edge. span...ated sheathing (Exposura 1), complying with the code; is permitted to be used for roof sheathing. All butt joints of the floor or roof sheathing must be located over framing members. 2. The T JI joists or Open-Web trusses must be installed in accordance with this report, with a maximum spacing of 24 inches (610 mm) on center. 3. The ceiling membrana must consist of'a single layer of 1/2-inch-lhick (12.7 mm) USl3 FIRECODE" Type C gyp- sum board or Westroce Fireboard C gypsum board, screw_ched to steel furring chamels placed perpen- dicular to the joists or trusses. The 1urring channels are spaced 24 inches (610 mm) on center and are ettached and sus,. ~., J from the joists or trusses using No. 24 gage proprietary attachment c1ipa designated "Simpllon Strong-lie cse Support Clips." A esc support clip must be located at Bach Joist or truss, to support the furring channal. At channel aplices, edjacent piepes are over- lapped a minimum of6 inches (152 mm), and are tied with double-strand No. 18 SWG galvahized steel wire at each end of the overlap. 4. A layer of 1-lnch.thick (25.4 mm), minimum 6 pet (96 kg/m"), Tharmafiber mineral-wool blankets, or Fibrex' FBX 1280 Industrial Board or Fiberex-IF 1280 Flex Batt, must be placed between the bottom flanges of the Joists or the bottom chords of the trusses and the top of the fur- ring channels. Alternatively. a layer of 2-inch-lhick (51 mm), Thermaflber mineraJ..wool blanket, having a density of 8 pet (128 kg/m:l), Is pa " .,.; ~ to be used. 2.3.5 Aseembly E: 1. The flooring must consist of a double wood floor as de- scribed in Section 2.3.1, Assombly A. of this evaluation report, or 01 a single layer 01 ""1.0 span-rated. tongue- / and-groove sheathing (Exposure 1). When joists or trusses are used in a roof-ceillng assembly, a single layer of squara-iidge, span-rated sheathing (Exposure 1), complying with the code, is permitted to be used for roof sheathing. All butt foints of the sheathing must be located over framing members. 2. T JI joists Dr Open-Web trusses must be Installed in accor- dance wnh this report, with a maximum spacing of 24 mches (610 mm) on center for f1oor-ceiling assemblies, and a maximum spacing of 48 inches (1219 mm) on can- terfor roof-ceiling essemblies. When the flooring consists of a double WOOd floor as described in Section 2.3.1, As- sembly A, of this report, the joists or trusses may be spaced a maximum of 48 inches (1219 mm) on canter. When T JI joists or Open~Web trusses are spaced more than 24 inches (61 D mm) on center, the ceiling, inclUding the resilient channels, must be applied to stripping spaced 24 inches (610 mm) on center. The attachment of tha ceiling membrane to stripping members must basimi- lar to the attachment of the ceiling membrane to the T JI joists or Open-Web trusses. The stripping must be nomi- nal 2-by-4 conslructionllrade Douglas fir lumber for spans of up to Sleet (1524 mm), and must be attached to the T JI joist bottom flange or Open Web truss bottom chord using lOd nails. Stripping materials of equivalent strength and attachment are .. . . ".d when specifically approved by the building official. 3. Any approved ceiling membrane that provides a minimum 4O-minute llnish rating must be used. An example of an approved ceiling having a 4O-mlnute flnlsh rating is one that consists of two layers of '/..-Inch-thick (12.7 mm), Type Xgypeum board complying with ASTM e 36, amini- mum of 4 feet (1219 mm) wide, installed perpendicular to the TJI joists or Open-Web trusses, as described in As- sembly B (Section 2.3.2 of this report). Substantiating data, including a report of the flre-endurance testing con- ducted In accordance with use Standard 7-1 or ASTM E 119, must be furnished to the local building official, and must verify that a particular ceiling system meets the 4O-minute finish rating requirements. When the finish rating is to be determined, temperature performance of protective membranes must be in accor- dancewilh Section 7.144 ofUBe S1andard7-1. Thefinish rating is defined in Section 7.145 ot UBe Standard 7-1. 2.3.6 Asaembly F: 1. The flooring must consist of a single layer of 48/20 span- rated, tongue-andllroove sheathing (Exposure 1). The flDoring must be attached to the T JI joist top flange using AFG-Dl construction edhesive, and nailed using 8d com- mon nails spaced a maximum of 6 inches {152 mml.on center along the boundary and edges and 12 inches (3D5 mm) on center in the field. When used as a roof-ceillng assembly, a single layer of square-edge, .span-rated sheathing (Exposure 1), com- plying with the code, is permitted to be used for roof sheathing. All butt joints of the floor Dr roof sheathing must be lo- cated over framing members. 2. T JI joists m4st have nomlnaI2-bY-4or larger flanges, and must be installed in accordance with this report. When used in a floor-ceiling assembly, the Joistspacing must not exceed 24 inches (610 mm) on center. When used in a roof-ceiling assembly, the r JI joist spacing is permitted to exceed 24 inches (610 mm) on center. 3. The ceiling membrane must consist of one layer of 5t.-inch-thick (15.9 mm), USG FIREcODE Type C gyp- sum board orWestroc Fireboerd C gypsum board screw- attached to Re-l resilient channels spaced 16 Inches (406 mm) on center. placed perpendicular to the T JI Joists. The resilient channels are attached with 15/...;nch- -' 1lJ002 13:55 FAX 612 896 1117 ~ TRUS JOIST -' leBO Evaluation ServiceJ Inc. American=::=~_le 5360 WORKMAN MILL ROAD . WHITnER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright Cl 2001 ICBO Evaluation ServIce, Inc. Filing Category: DESIGN-Wood (038) T JI PREFABRICATED WOOD I~OISTS AND OPEN-WEB TRUSSES TRUS JOIST, A WEVERHAEUSER BUSINESS 2DO EAST MALLARD BOISE, IDAHO 83706 1.0 SUBJECT T JI- Prefabricated Wood I-joists and Open-Web Trusses. 2,D DESCRIPTION Open-Web Trusses described in this report are an alternative method ofconstruction to that specified In Section 2303. Item 5.1. of the 1997 Uniform Building Code-, (UBe); Section 2303.1.2 in the 2000 Inleffl!ltl,mal Buildfng Code8,' (IBC), for aDowable stress design; Section' 2313.5 in the BOCA- Na- Donal Building Code/1999 (NBC); and Section 2301.4.11 in the 1999 SfandarrJ f!Juilding Code. (SBC). Prefabricated wood l-jols1S described in this report comply with Section 2303. Item 5.1. of the UBC; Section 2303.1.2 of the IBC. for allowable stress design; Section R502.1.4 of the IRC; Section 2313.5 of the NBC; and Section 2301.4.11 of the SSC. 2.1 T JI Jol,",,: 2.1.1 GenWllI: T JI Joists ere prefabricated wood Hoists hav- ing wood-based flangBS and either plyWood or oriented strand boatd (OSB) webs. Either the top and bottom lIanges are parallel, forming a constant-deplh joist; or the top flange has a single taper. forming a variable-depth joist. The web panels have the face grain oriented vertically, and theweb-to- web connection is either butt-jolnted or serrsted and glued to form a continuous web. The web-to-flange connection Is a proprietary tongue-and-groove glued joint. Retar to Table 1 for T JI joist series and material description. 2.1.2 Mattorlal Speclncatlona( 2.1.2.1 F1ang.: Flange material Is either Microllam-Iami- nated veneer lumber (LVL) or TimberStrandelaminated strand lumber (LSL). Both materials are recognized in ICBO ES evaluation report ER-4979 with the exception of the 1.SE grade Microllam LVL flange material, which meats the re- quirements noted In the approved quality control manual that contains Trus Joist manufacturing standards. Table 1 speci- ties flange width, depth. and grade requirements. ' 2.1.2.2 Web.: Web material Is either plywood conforming to DOC Voluntary Product Standard PSl-95. along with further requirements sat forth in the approved quality control manual that contains Trus Joist manufacturing standards; or Perfor- mance Plus. OSB conforming to DOC Voluntary Product Standard PS2-92, Exposure 1, along with further require- ments set forth in the approved quality control manual that contains Trus Joist manufacturing standards. PFC-4354 Reissulid Apri/1, 2001 2.1.2.3 Adh..lv..: Adhesives shall be of the types speci- tied in the approved quelity control manual that contains Trus Joist manufacturing standards. 2.1.3 Dulgn and Installation: The design and installation ofTJI joists described in this report must comply with Sections 2.1.3.1 through 2.1.3.12. Deaignof T JI joists is governed by the applicable code and ANSVAFlPA NOS-91. National De- sign Specification for Wood Construction (NOS), revised 1991 edition; and bythesupplementlo the 1991 edition of the NOS. 2.1.3.1 AJlowablaCapeclty: Table 2 specifies allowable moments, reectlons, shears, and Joist stiftnesses (E/). Maxi- mum allowable reactions are based on minimum and maxi- mum bearing lengths of 13/4 ,nd 31/2 inches (44.5 and 89 mm), for simple spans; and 3'/2, 51}4 and 7 inches (89, 133 and 178 mm) at intermediate support points for continuous spans. When joists are used as mulllple span members the design shear is the calculated sheer at the Intermedlete ~up- pori. reduced by the following formula and limited to the depths shown in Table 11: R - W+Ks 18% where: K = V'2 + 100. R - The percent reduction. V12 - The ellowable shear for a 12-inch- or 117/s-inch- deep (3DS mm or 302 mm) joist (pounds). W - The uniform load (pit). The allowable design shear atth,; Interior supports ofmu~i- ple-span-member T JI joists up to 12 inches (3DS mm) deep, used in residentiel ftoor c;onstruction, is permitted to be in- creased an additional 1 0 percent. This increase in allowable design shear dOBS not apply to the design shear at the ends of the joists. 2.1.3.2 Faelenara: Allowable capacllles and the spacing of fastenelS in the Microllsm LVL and TimberStrand LSL flanges must comply with ER-4979 and the code. Allowable with- drawslloads and lateral loads for nails installed perpendicular or parallel to the Mlcrollam LVL or T1mberStrand LSL flange glue lines, are assigned the same values as thOse provided in the code for nails Installed In sawn lumber having a specific gravity of D.50, such as DougllUl fir-larch. Allowable fastener spacings for Microllam LVL and TimberStrand LSL flanges must comply with the minimum specing requirements pre- scribed by the code for nails installed in sawn lumber having a specific gravity of 0.50. such as Douglas fir-larch. The allowable capacities for metal straps or tension-ties, recognized in a current ICBO ES evaluation report, when con- nected to T J I joist flanges, in conformance with Figure 9 of this report, may be calculated using an allowable stress de- Eva/ual;O" rfpomD/ICBOEI1tII"lIIw"S.rt1iu.I"c., GN i.uual H/'Iy to provUl. iII/ormtdionto Cliu6A. m,,,,heno/ICBO, II.tilizi"61Itccod. "POn ",lrjda/Ja. npotf is hasttd.EvalllatilNJ rYJH11UflU IIo1to heOlUtruttdtUN"..ttlltJlIgattstlaericsoranyorla."tJltri6u'..1IDI SlHcifieo.ll, tuld'ttUtltl n"",.." ...dontt",.,,' "'Nlcomnwli- dation for un oltM zubjttct rfPO". Thill nporl. is bud upo" ind.p...dl/lIltNborotlattrtttc/anica' da/.a su..W.d ~ lluI applicIUII. Tit. leBO EwJlUBliOll S.",lcl/,ll1c.. I.t:/mica' *J/ltu Tt/,.i.Wt/d die I.n reJIIUSIlru/jONJlJa.rdMtl. bllldo.,"o1 pou~ tutfGcilitiuto "",i,an illdepffndttnl,.ttrijiClJlUJIt. nttre is"o Wdnanty .ylCBO EN/"","", S.nic..lnc.. upna ori".p/i.d. a/oa"y "FillllingUoroth.rlltllllttri,..,h. "porto,., loan, product c"",.,..tl ~/1att rfporl. Tltisdi.rcllJim.riltelrMI.ll. bul;ll ,.,,, UrrUttUlltI~""lTluJltltlb;/.iIy. Paga 1 0127 06/08/01 FRI 13:55 FAX 612 896 1117 TRUS JOIST 1aJ00l ~, ~ 4530 West 77th Street Suite 200 Edina. MN 55435 Phone: (952)-896-1115 Fax: (952)-696-1117 t:l~l~~ Fax To: /!,oJ:, F_: ~tj7-t;z% From: Jim Anderson Re= Date: 6/~ leI Pages: 5 ee: Phone: D Urgent D For RllView D Please Comment D PI_se Reply D Please Recycle This facsimile may contain confidential information that is not intended for distribution to anyone other than the intended mcipient listed above. In the event the intended mcipient or an employee msponsible for delivering this facsimile to the intended mcipient;s unevailable, please do not distribute this facsimile. notify us immediately by telephone, and retum this facsimile by mail. Thank you. .e . , ,.: Please call with any questions. Thank-you ()Q~ I -:> ~ p4~ cuI ~+ Po., '2 ~ See IJssemJ.1y F (lose 3 ~ IJ:ssew7J~ F * r re-fcrJ +0 -/hIc.lvJt:~U.s t1cde4 Po#- 'I ~ [)dr-,;/) you probQbJ~ ).,cwe C>.. be.lte-r Pi'c;\,->,-e o~ ?ls.sernbll1 F' td- me ~ r! Y"V .n.-uo' Qn~/''cf <:::Js e, ?'hqnh.S~ f'Iok: ~ --rhermQ!lbe"'/F'd:.eN)( i~ f"€.eti-d -&or tk~.-.e raft~ -H-ere, Ol~ no .;toor-sy~ tha.+ C!Cl() rwch I hI' Wi"t'h. 0I"'t. 1Q1er err ~'1pSlJrn board. ::icnt ~y: TI'U5 .JC1St MacMillanj 606 779 9476; Jun.4.01 2:55PM; Page 1! 1 c- , 'I" , I", ~ Cj~.~. RHA Architects St.Cloud.MN rI~; .yV rj, ,'V Ct , o yrtf 6-04.()1 ~,~' Kim, Respondlns to your instead of '" J~:~I "1,1,), " ~.., CC:Greg 'J ~'. : .~ " (ClUttll U.S, C,,,".uIQI.it. 3111 S~,. rltaur lhiv.. lIol/lMll, Wlmn1l1 S"Ut6 ""oIlf0Dt.n':9ISt. 'ow; .08.1~'-'.~6 ',.....,,1 -' ---- . -.- ..--------- 552 FIRE REsr. J: DIREaoRY (IXRH) FIRE RESISTANCE RATINGS - ANSljUL263 {BXUV)-Continued " ? ~ ~ ~~ 'r ~ II I. rl J 1- 1 l f>\""/'i'" ;'.>.. '~f',': <"-f':>'o ,'1::"0"''.:'", . '::. "". .,..l:"..... ..t:...: ~,'""-.' ': ""'. ,...,:.: ,-:. ,,' . . I dJ @ f-3"+3"-j I ~ ~ ~>: De.;gn No. P522 Unrestrained Assembly Rating-l Hr Finish Rating-25 Min 1. Rooflng System*-Any UL Class A, B or C Roofing System (TGFU) or Prepared Roof Covering (TFWZ) acceptable for use over nom 15/32 in. thick plywood deCking. Nom 15/32 in. thick plywood decking secured to trusses with construction adhesive and No. 6d ringed shank nalls. Nails spaced 12 in. ac along each truss. Staples hav;ng equal or greater withdrawal and lateral resistance strength may be substituted for the 5d nails. 2. Trusses-Parallel chord trusses. spaced a max of 24 in. OC. fabricated from nom 2 by 4 lumber, with Lumber oriented vertically or horizontaLLy. Truss members secured together with 0.040 in. thick galY steel plates. , Plates have 5/15 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairs facing each other (made by the same punch), fonnlng a split tooth ~pe plate. Each tooth has a chisel point on its outside edge. These points are diagonany opposite each other for each pair. The top half of each tooth has a twist for stiffness. The pairs are repeated on approxlmateLy 7/8 in. centers with four rows of teeth per inch of plate width. Where the truss intersects with the interior face of "the exterior walls. the min truss depth shall be 12 in. with a min roof slope of 3/12 and a min area in the plane of the truss of 21 sq/ft. 3. Batts and BLankets*-(OptionaL)-Glass fiber insulation, secured to the plywood decking with staples spaced 12 in. OC or to the trusses with 0.090 in. diam galv steel wires spaced 12 in. Oc. Any glass fiber insulation bearing the Ul Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. having a min density of 0.5 pd. As an option, the insulation may be fitted in the concealed space, draped over the resilient channeVgypsum wallboard ceiling membrane when resilient channels and gypsum wallboard attachment is modified as spedfied in Items 6 and 7. 4. Air Dud*-Any UL Class 0 or Class 1 flexible air duct installed in accordance with the instructions prov;ded by the damper manufacturer. 5. Ceiling Dilmper*-Max nom area, 324 sq in. Max sqaure size, 18 in. by 18 in. rectangular sizes not to exceed 324 sq in. with a max width of 18 in. Max damper height is 14 in. InstaUed in accordance with manufacturers installation instructions provided with the damper. Max damper openings not to exceed 162 sq in. per 100 sq ft of ceiling area. Pottorff Co. Inc.-Model CFD-521 6. Resilient Channels-Formed of 25 MSG galv steel, installed perpen- dicular to the trusses (Item 2), spaced a max of 16 in, DC when no insulation (Item 3) is fitted in the concealed spaced, or a max of 12 in. DC when insulation (Item 3) is fitted in the concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane. Two courses of resilient channel positioned 6 in. OC at wallboard butt-joints (3 in. from each end of wallboard). Channels oriented opposite at wallboard butt-joints. Channel splices overlapped 4 in, beneath steel trusses. Channels secured to each truss with Type 512 by 1/2 in. long screws. 7. Wallboard, Gypsum*-One layer of nom 5/8 in. thick by 48 in. wide boards, installed with long dimension parallel to trusses. Attached to the resilient channels using 1 in. long Type 5 bugle-head screws. Screws spaced a max of 12 in. DC along butted end.joints and in the field when no insulation (Item 3) is fitted in the concealed spaced. or a max of 8 in. Ot along butted end-joints and in the field when insulation (Item 3) is fitted in the concealed space, draped over the resilient channel/gypsum wallboard ceiling membrane. Canadian Gypsum Company-Type C or IP-X2 United States Gypsum Co.-Type C or IP-X2 Yeso Panamericano S.A. de C.V.-Type C or IP-X2 8. Finishing System-~Not Shown)-Vinyl. dry or premixed joint compound. applied in two coats to joints and screw-heads; paper tape, 2 in. wide, embedded in first Layer of compound over all joints. As an alterntlte, nom RK ON PRODUCT FIRE 3/; gy~ -8earir, ~ ? ~ ~ &: CD ~ 1: ., ..L (I 1. St co Tn th 2. Br Wf 3. Rc Pr lOOK FOR THE UL MARK O~ II ill I, J'_II(,I Il1lnr~~ ,- JUN-21-01 THU 11:47 AM TWIP~C[TY EARDWARE (-. -, . 'j "- f ~ ~ ~ ~ ~ , , , " , , " , , , " " " " " " " , NO '2 SELF- TAPPING SCREW 1 _ FLUSH PIANO V HINGE ,,- - '- 1" FlANCE DOlJeLE LA YER OF ~/8" FI~E CODE QRTWALL A ~ 'j ~: /1 I I ~~~t~LL~ WOOD OR STEEL STUD\ WRAPPING OF I I STVO NOT REOUIRED IN 1 1 HOUR CEIUNG AJ:'PUCAT~ON 2 9/16" I I I --1- C-IT SERIES INSULA TED FIRE RATED ACCESS PANEL WALL AND CEILINGS - ALL SURFACES SPECIFICA TIONS o GALVANIZED SONDERIZED STEEL o STAINLESS STEEL ~TH '4 SATIN POLISH FINISH o STAINLESS STEEL CONTINUOUS PIANO HINGE ..nH ST4INLESS STEEL PIN (AVAILA,BLE ON STAINLESS STEEL PANELS ONL T) o CONCEALED PIN HINGE o MORTISE PREPARATION - CTLlNDER PROVIDED BY OTHERS On sizes 18" )( la~ end lorgor. use QUlCiliory spring provided 'With dOor, Spring rnu5t tie s~curely attceheo tQ onqle bracket on door ontj to framin~ above door hinge. Spring must be instolled so thol c~or is self LI S TI N G S: c1osi"9. (lor ceiling ClPplieoUof"l only) ROUGH OPENING I -(OOOR SIZE PLUS 1/4") I , ,,:,,' ~~ !.l / rr n 0'> jNCoH~R (OPTIONAL) C ill US ) ) INSULATION r V <l Warnock Hersey II !)' I 7<1<lMA~~NLRLY -. '1 ~.' ~ ~@ 7 (USH / '~ 1" Fl.ANGE: SOLT LOCK --.I CHIP' OUT MASONRY TO CLEAR BO'. T COVER IT. . - _/I ~~- ~ ~-" ~ ~ ~ ~ ~ ~ ~ ~ / '" DOOR 1I.10TH FRONT E;IEVATlmJ NOT TO SCALE "l =" C\\ CUT - THRU SECTION A ) NOT TO SCALE J CESCO ACCESS PRODUCTS 1701 MADISON STREET NE MINNEAPOLIS, MN 55413 PHONE: 888-412-3726 F"X: 888-312-3726 ( A .... ! ~ '" o o o '''.I FAX NO, 763 535 2005 P 4 FOR '6 GAUGE COLD ROLLED STEEL FRAME 20 GAUCE COLD ROLLED STEEL DOOR 2- THICK FIRE RAT~O INSULATION ,. WIDE EXPOSED FLANGE 'LUSH CONTINUOUS PIANO hlNCE SPRING DOOR CLOSURE FLUSH KEY OR METAL KNURLEO KNOB OPERATED LOCK ~RAMES PROVIOED W1TH 1/." MOUNl1NG HOLl::S PHOSPHATE DIPPED WITH BAKED ON RUST INHISITlVE GRA Y PRIME fiNISH INTERIOR RELEASE MECHANISV ON PANELS OREA TER IN SIZE OPTIONS THAN 18" 1 1/2 HR, "s"' LASEL PROJECT: CONTRACTOR: ARCHITECT: rl~~V IIlAT~8121~8 I Ou...",rt'o' trrU!. C-IT.DOC 10 JUK-21-01 THU 11:46 AM " , ".\', TWIN CITY HARDWARE FAX NO, 763 535 2J05 p, 3 ,....;;~~'~" ",:,;',':'>;~i(]t~f,: <"~\' (, ,. ~fl ; A~';\' t.l .;1 f ,'";' EXPloC~TOP.AIl)QDEWWS ReFmTOCl~'tl.U.E ";1; ,....,. , ,,~\''':_' ',',',. .::. "'-',.,,!,, ~\'~'~~~'t~" ~", ....""1 .,,\".. ,..,~ '''~' ~"''{> ~~, " .", ..' ' ... ,'i..",,,,,,,,,,,,~ . FI.AT"". 'l'i, 1J U. ANl)11/l' Jlll'.&u~~~ll2" REl'\IIWTRIU ROLUD mGE ~'''~j~; , 'D;.:_w~1 ',<' S r~::::::-:: ~ ~......::::---- ~ ,~ , , ~J wmaMOUN'ml SOUAIle""~ _J~ ~ ~ ~ ~ >\' ~ , ~ is: "" ~~ ~ 4 , ~:~'~: :' ::::1,~ ...,....- E ~~, ~ ~ '" ~ ~ ~ ... Z\ -"'~ ......&~ ~ '-~, " ,~"" DIMeNSIONS IN INCHE8 .___161SL_'82.51____J83S M11lIM "T.J81GI__1S26 __183611 1/2" Hi17 1827 _ ln7 3" =-~-...~ < - __1812 ___182~1_1832 4" _1318 _18::1$ __,aaa" 41'2" '01/2" 10 '/2~ 101/2" 10 '/~. .~:<""'''''Jl'J.'-: 1~ 7/aq 27 :va" 1211'2" 'lEi 1/B" 8 318" 24" 15112~ '37/9~ 2.,3/9"- 121J:i!" 201/8" 47/9" 24" 15'"2~ '37/8~ 2'/3/8" 12112" 281/8" .31f2~ 24" 5 1/2~ 13 7f8~ 2.(3)8" 121/2" 26118" '21/2" 24n 51/~" 1~ 112." 2' :va" 11: 1i2~ 26118" "2" ACCOMMODATES FOllOWING J.L. EXTINGUISHERS ;"11'" 'I' ;," TUB I.D. . B C Co~mlc 2 1I2E, 5E. 5X G;I,r~\)ry 2. 1/2, 5, 5 1/2 Me.fl:ury21n,Q j~101~ _._'02~ _'03S '0112" Cosmic 21/2E, se. SX ,6E, 10E F\N1FJM 24" " 131fS" 273/8" 12' 112"126118" e 7/8" Galaxy 2 1/2, S.!5 112,6.10 I 1016 '02, ,~, , 1/2" 10 1/~" 14" " 131f8" 2'1 :)/8" 12 1/2"125 1/8" 631&" Sentinel 5 =1017 =1021 ---1Q31 3' 10112" 14" " 13 MI" 2731a" 1:i! 1/2" 2B l/fj~ '4' Mareury2:1h?:,5 .- 1012.1 1022 103:l 4" 101/2" 24' S" 1.3'/8" 27318" 121/2" 281/'0" ":)" :::::-1018 __102a .__JMS 4112" 10112" 24" S" 137/8" ., 310"] 12 1/" 281/2,,6 .21/2" I 1_~20"1_202SL_2035 "-\TIN< Any Cosmic, Any Gal,1.\(Y '2' 27" 73/4" 15318" 30310'1 14" 29 "8~~ 8 1/2" I Gn'lfladlcr P, L__~1)1 fi __,_~026l--'~()~ 1 1/4" '2" 27' 7 314~ 153/S" 3. 3/8"1 w 291/8"1 7 318" SentiM15.10 L_201il_M..2027.....-20371 21/2" '2" 27" 7 314" 15118" 30316"-1 '4" 2' 1/6" '13 3/0" I Mol'Cury 2112,! 1_2.'il.~2.'i ~O32 4" '2" 27" 73/4- 15318" 303fS" 14" 29 1,a"-, "4!/S" I $::Ilurr. 15, 25 t--~O' B _2028 _~2Q38 41/2" 13" 27" 73/4" 16316"- 303/8" \.' 2:91/6" -4118" I \34 ,,0,,1 "/2" I 1__3015L__3025 _3035 JUTffilM 1fl" 32' 7 3/4" 19318" 35 318" ". Any Co,;n,lc. Any G~l~y 1_3016'1_3026 _303tll 1 1/4~ '6- 32" 73/4" 193/8" 35 3/8" la" 341/8",1 73/8" Cre('ladler P, 1_,~331 il_3027 _303i 2M!" '6" 32" 13f4" 193/8" 3!31S" 18' 341/8" "S3/8" Sentinel 5, 10, 15 1::-_3012 _3022 _30~2 4' 1S" 32" 7~4" 1 9 3/8" I ~1 318" 10' 34 ~/8" "" 518" Mercury 2 1/2. 5 _3018 _3028 _3038 411Z" W 32" 73/4" 19 :Y8'" 31318" 10' 341/8" "41'S- Satum 15, 26 I 1 r. 40161 402$ 4035 FlAT1I\1ol 20' 2'- 73/4" 2331'" 303/8" 22" 291/8" 8l,:r Two each 0': MY Cosmlc __4016 ==4026 40$ 11/4" 20" 27" 7 3/4" 23318" 303/81' 2:1' 29118" 7 3/8" My GalaJcY 1,,_40171_4027. _4037) 2112' 20" 27" 73/4" 23318" 3IlWO" 22" 291/8" j'6 3/8" Grcno.dler P. SentlnQI 0, 10 _40'21_40221__40321 4' 23- 27" 73/4" 2331S" 30~S" 22" 29118"'1.45/8" M&rc:ury2 112, S :__401'1__4028 _"'038 4112" 20" 27" 73{4" 23 :1181/ ~O 3/S" 22" 291/9" "4 H8" Sstl.lm 15. 2S I . ACD ".e~ FOR CA9IN~S WITH A.LOMINUM j:F\AMES NOTEl WlolEN USING C~ENA.DIER P WITH FIRE-FX"'OP'TION CABINET. THE EXTINOUf,SHER MUST BE MOUNTEO ON THE flACK OF ll1E CABINEl' rue. R ALL pANORAMA SERIIE8 MEETS A.D..... PROJECTION CRITERIA WITH EXCEPTION TO: 1818, 1828, 1838,1018,10211,1038, 1013, 1023. ~ 1038,2018, 2020, 2038, 2038, 2013':~3' 20'9, 3010, 3028, 0038. 0013, 3123. 3030, 40'8, 4028,4038,4013.4023 AND 4039 ";..: \ ,.i \.:.~.<>,;.;--.,,-. -~ ~,( TWIN CITY HARDWA~E FAX KG. DETAil: iiMD SUBMITTAL SHEET (-\ , . . .~~~~ K ~ .~ - ~ B~ . "~~~ .. ,; '" ,,{~:t~t,:.~:;~~{:t~~i~.;~, . .JL'INCOSTR'I!!!I!J lh.C="ATeO . I 4450 W. 78th S..... C",I. Bloomlr1gtOl", MN SS.i.3S Phon., Q52-1loS-es50 FAA: 952-ll3S-2219 . DISTRIBUTOR: , J~;~;:;J::.t~ft.~~;:;~;,;..:" .. MODEISNU&i'EiER? i''l _..; ;,I_':,':;<<~H~;lr' .' .."'.... ..~~'''r.~' -.. QUANTlft ARCHITECT: DATE: JL WEST COAST 6285 RANpCLPH STR.eET, COMMERCE, CA 90040 PHONE: 323-726-9070 FAX: 3.23-726-9068 Jl SOllTH EAST 5758 CORPORATION CIRCLE, FT. MEYERS, FL PHONE: 941~93-7500 FAX; Q41.69:3-7501 ,,"~~ '~~"1 ~.') 763 535 2005 P. ~ . ,""',? -~;;~ . .,.,~ , CONTRACTOR: ~" . ':', . :. ','" '." PRQJEC-r. . '.q~"" " " " APPROVED BY: 0/ FIR("'FX~ OPTION FIRE RATEO EXT1Nt)UISHER CA.8INETS AN I~USTRY FIRST, u.s. PATENT NO. 5,171,079 In 1:391, J,L..Irl.jI,lSlIllM IlltrOduCGd the first Fira- R3Ie:l E,'CtinguJ~hor Cablnet3 and V;lve Cablneu for llSa In fifia-.reted walts. J.L. 's 6peciallV designed MO p.w~flted FIAe.~')('" OptiQ(l tor eatlinels art buill to meet buildlr1g code epeeJfle.atlon" for tlre- rat&d wall sihJotions. W,mlOCk Here:ey has certified .:In'; Ilettd J.I.:S FI1iiHX'" OpliOf1 for l..hour 30M 2-hom combu~tJhltll and non'cornbu~tJble wall s~'3I&ms' Fl~E-~X"'* OP'T10N ELIMINATES: . The coetly nel.ld folln! lhe w:lU OP~I'\IJ"I9 c:avlry wll~ lirllrallld matErial - GuesswOrk 119 10 wf",cthQr ttH' fir" bani", MS bo\len compromised by the above proeedure To ordor or speCI~, add F1AE-FX'I' Option 6Uffj,l[ to tMe 6even dlglf J.L, model nur11ber, For e;<3mplfl, If yOiJ w~,"'l an Amlw;s.:\dor ,017F10 with the FIRE- rX'" O~tion, l1..~1< for the 1017F10 F';(, The FlRE-FX"" OP1IOI' f.re.rated cOIblr.et tUb l.3 not o1'li:l.i{.10Io on tri/l,les., and surface mount cabine!S. SPGC1F'ICATIONS Furni;;" fiN-r3.led cllb!ne1 with F!Re.~FX"-' Opt.lon mantJlaclurM b'J J,L, !nduSU1e5 of 810omington, MN, Cabinello be fabricated In QccQrdanclt with lh'ol Wamock M&I"$&y certi~ed design and shall C8JTy thfj W:)f1,oc-Jt; Hel'3ey' label tor "a"d 2.hour r.ombu!5tlcle and non-comt:tJstible walls' CJl:ilr,et 10 b~ rllbliealad in lI.ocOl"l'lMce wilh use 7-5 IASTM E914-97) & USC 7-1 (ASTM E119-9;) undar positive preseure to meaSlJt9 nre resIstive perlOf'r'i\E.Ma. ~, PANORAMA .. 100ec70 ".,~ ~ WICOSMIC 10E PANORAMA II!II 1012P4S. ~ "OAe OPTION ~.;,~. ,;,,,,\:,,,~;;\;~.,. PANORAMA SERIES The P.anO(ama Serles IS dlstil"gulShQd tly It8 gre~1 variety of frameJ8S!i acrylic doors.. The identity style comes wlth FE I~ltr:rlno In thrM eolors. (white, black, red) lI,(ld three c.orl'nguratlona ('V-Vertical, H-HorizOI'ital, A-Identity). Tl'le -stippled" texture of me e-xterlOf a"d e)(clusl~e tduMI(\vm boIckJru] of 1i'\1~ 'iden'tity' doOl" m3kes it impo&s:ible to remove or even ,craIe)'! tns lettariniJ, Thi~ makes it eJdremely PI.aClJCI1I for !Iu(h pIQc.i!. M I'Mlaoral'lt$,. Shopping "i"lIs, banks, office bulldln!)S, gov@mo'WI1 center!! and other buildings open to the public. wMre beth bQ.auty .and durability U~ dQ~jr~t:!Q. In addition, lllC! P.snor~ma offerg a cIe;;!' \Jnte)(tlJ~ 3(:tyllc door for a c19t1/'l. unobtr\Jsive lool~ that will not clS9/"1 with the doslQll, style or :lrctilllilC1ure 0'" room or btJlldll'lQ The PMoramg fe9turaB s frameles! acrylic door. The !\Jb 0' the P,1nor~a Is whi'~ epoltY co.ated cold relied slaell.inlee.a otheNIise ac.eclfied in options. The P~noram111s :ilvailable wit/"l st.llL aluminum. or slalr.JeS3 steet 111m. All Pl!lnorams come standard 'Nth a continuous hinge, The Slanl'Je.rd door hD.rdw~re for Iloo-b,uk g!as9 doors eonsls'Ul of 3 ;z:lnc plavJ<:l pull handle end rollsr cstch. A cylinder lock with flexible eam l<j SIOl(1dard lor $AF.T-1..0K dOOrS. The oobirllH door sil$llush in a 518' door alop, whIch extanda oocl< Into the rub. SPECIFY 1 FIAe*r~ OptiOl'1 for rire-rsted w3116 2. ADAC Option: Meximum projection lor lhi" ws!la within A.D.A gUideli"as 3. Frame nn!sh (sflleCI ooe) A, (Stee~: EIACtrO<.3r.aIJc white eDOXY pllmer ~nlsh B. (Aluminum); 11180 cJ~Ql Al"odlzed Aluminum finlstl C. ($t~inl~S& $19tQ: *4 $lainIIJ:'.;S SleoJ fLMish 4.1 3/4- '<le6 lrim OIl fn;ame and door S, A\)lJed edge eOl'ls'tl\lclion on 2 112" RT. 3~ RT.4' RT lU'ld 4 112- FIT Inl/l'W!s 6. FE lcrt1ering with AluminUM Nckplate (P&Q dOOlSl or, 7. Clear Acrylic with name poliSI1,d edges (CdooF$) -~1 - "',:!~U ~,.::;r.~.jJ\ m:.ii~l\~,'~' , .,..~I"~' , ','.'." $' ; ,~,,' ,.,1 .~ '.' ".~ ~ PANOAAMA II!II 1Q.J7P42 ~ " AVAILABLE gOOR SmES (SELECT ONI!) C70 __ CLEAR 1/4- FRAMEL.ESS, BACKLESS, UNLmERED SMOOTH ACRYliC ON'_V en CLEM, 1/.1" FAAMELESS, BACK~ES6. - UNLElTeREO SMOOTN ACIMIC WITH S'F.T-LOK p IDENTITY: 311&- FRAMe:LES$, - ALUMINUM BACI(EO TEXTURED 08SCURE ACRYLIC WITH FE LETTERING AAAANGEO VERTICALLY M, HORIZONTALLY (loll OR ALONG THE HINGE \AI ON THE BACK: COLOR OF lETTEAII'JG AND BACKGROUNO AVAILABLE IN COMB!NATIONS OF WHf'te, BLACK Oft REO a _ IDeNllTV WlTl'f SA,F. T-LOK 2. AVAILABLE DOOR Ol.,AZlNQ (SELECT ONE) 40 - V, BLACK BACKGROUNO WN/HITE LET'fl:R9 4' = - V, RED BACKGROUND WMHITE. LETTERS ., _ - ~ wHITE BACKGROUND WIllLACK LmEM 43 _ - V, WHITE BACKaAOUND WIRED L1;rfrnS 4$ - H, aLAcK BACKGROUNO WM'HJl'E I...E:TrEfl.S 45 - - fI, RED BACKGROUND WIWHITE LETTERS 47 - - H, WHlrE BACKGROUND WIBLACK LE'rnRS <8 =.: - fI, WfllTE BACKGROUND WIRED LETTEIlS 50 _ - A, SLACK BACKGROUND WM'HlTE Llm'tltS 51 __ - A, REO BACKG.ROUNO WflNHl'fE LET1'i:R3 52 - A. WHITE BACKGROUNOW)6LACK LE'rTffiS S3 = - A. WHITE BACKGROUNO WIRED LETTEM 3. OPTlONS (SGLICT ANY) _ ALUMJNUM TUS, MIL.L FINISH BREAK GLASS HAMMER AND CHAIN = COLOR ANOOIZE:O TRIM; ALUMINUM C1NLY ~'_ COLOR EPOXY Tue (RED OR BLACK) _ COLOR EPOXY TRIM (RED OR BLACK): STEEl OIlLY ___ FE lmERS IN BlACK, REO OR WHITE _ FUT1JRA 'FIRE' HANDLE STAiNlESS ruB, " 6AT1~ FINISH = STAINLESS TRIM _ STAINLESS DOOR AND TRIM, _ .a SATIN STAINlESS t7 POUSHED STAINLESS = J8 POUSHED S1AJHlESS I:. PANORAMA .. 1Q3SP50 ~ PANORAMA 1008Q43 WISAF. T-LOK .' " -r 7~1lt'~';~'f;;i;llYPSUM'WALllIi'oARD,GLAsS MAT GYPSUM SUBSTRATE, ;,;~'~:'[;,;;~Afr>:,:~:,;;:;<-;,;,;,'~ ,,,.., ".' '_-S~ELSTUDS I'IfORSIDE:pneleyer'I,' proprletery type X gl..s met gypsum substrate (sheethlng) P.i18<l'~lIel or atrlgtitanglee to 3"/e' steel studs 24' o.c. with I' Type S corrosion ii\ilIte\ileW8'8',O.,o. atyertlcal studs and 12' o.c. at perlmeter runners. Joints caulked . 'lI;:'iI!lri;lial'derilnCfbUlldlngSealent or covered with weather exposed cladding ~"'.em:",:.' "':" "'1.-;<'-,,;,:,'," . ,'" . , 'efOne layer ~/" proprlete"ftype X glass mat gypsum substrate. glass mat jil.r~""'Stiiii\\ilYPliUmib8cklng bOard, gypsum wallboard. water-reelstant gypsum :,;<"ll\il!l<I'rfo'tI08iOl'orgyPium ven..;base applied parallel or at rlght angles to studs with l~i!.f,~(IYfie'S 'drywaJlscniWs'8' o.c. at studs and 12' 0.0. at floor and oelllng runners. (NLB) "!t'~<)~fL':~"t'''~':<!~~:~,:,,'\,':t. ;:'~',: ,,','. ,;"':', ',<:<_" " .:;:' '~:,"i . ' ' PROPRIETARY GYPSUM BOARD ,'G;P'GyPsutn' "Ie' Dens-Glas" Gold Flreguar~ ':'>:':"';~;: Jiii::;;;,f.i':" C\:t:./'GVPSUM WALLBOARD, ,F1BER-CEMENT BOARD, WOOD STUDS (..,'......,.,. , EXTeRIOI'ISIDE:B.Hlayer '/.' proprleta"f type X gypsum wallboard or sheathing -;,':appll$d~lIel t02x 4 wood studs 24' o.c. with 1'/4' galvanized rooflng nails 4' o.c. "B.:wat:'\I8rt1ca1]Olntlland'torfand bottom plates and 7' 0.0. at Intermediate studs. Face "}',h.Yiir,'/'i' XI,2'\Nfde' maximum proprletery flber-cement plank lap-applied at right '".:ai)glas to studs with 8d corroslon-reelslant nails to esch stud. 'i<I.':'>'.,".".."" :INTE'I'IIOR SIDE: One layer ele' proprietary type X gypsum wallboard applied parallel to 'i:istuds w~h 17/i' smooth round shank nails. 0.018' shank. 0.275' haads. 7' O.c. ' ,JolnlsStaggered'::!4" on opposite sides. (LOAD BEARING) PROPRIETARY GYPSUM BOARD ',,~an\eeHardle Gypsum ".' Hardlroc\<$ Brand Max 'c"'" Gypsum Panels 5/8~ HardlrocJ(e Brand Fire )(1M Gypsum Panels , v ~\i~11~ii;i;;~'t1!~e~~I,~ROARD, GVPSUM SHEATHIN~, W.OOD STlIDS " , RIOR'SIDE:,Orie layer 48' wide ,/,' type X gypsum sheathing applied parallel to 2 x 41WobaSlUds'Wlth',1 Sf<' gaJVanlzed rooflng nalls, 0.120' Shank. 7/,,' or 1fz' heads. 4' 0.0. a\'iertk:aliJofhtS'lirid 7' o.c; at Intermediate studs and top and bottom platee. Joints of .,~Bum~h_lllgimay:beleft untreated. Exterior cladding to be attached through ehtlatt\1~gtO:~dS. :' 'II SIDE' Onelaye, ,/,' type X gypsum wallboard. water-resistant gypsum baoklng b08idi-or;~um'veneerbase applied parallel or at right anglee to studs with 8d coated rlalla,',li"~'lonii, 0.0915':shank, "" heads, 7' O.c. (LOAD-BEARING) !~>t.'~:t~:r~,~,';l)i} This Space Left Blank r'........... 't I ~:c_'"".....'" ~.."'N"...." :,~".-<....,..,:'~~.I ;...:"..:,.'"".,:, Thickness: 47/e' Umltlng Height: SubJect to deelgn Approx. Weight: 8 pst FII'e Test: CTC 2171-3996, 7-12-90' t X ~";~'''''''~ . '''::'." ..~ ;:~,'''-d'",'~'.'''~. Thickness: Approx. Weight: Fire Test: 51/ZM 6 pst OPL 11710-98414. 5-1-95 [(.;.~~"~:',:~~:(~1;.'~:(/,:; ~ ( t x Thickness: Appro.. Weight: Fire Test: Varlee 7 pst See WP 3510 (UL R3501-47, -48, 9-17-65, UL Design U309: . , UL RI319-129. 7'22-70. UL Deelgn U314) 88 t Contact the manufacturer for more detailed information on proprietary products. GA-600-2000 )\\;.\,\~~ <(; ,'.;; ~ GYPSUM WALLBOARD, WOOD STUDS ,tfij layer.5f.- type X plain or predecorated gypsum wallboard applied parallel to each side ,.""::'of~,XAWOOd studs 24. a.c. with 6d coated nails, 17/aR loog, 0.0915- shank, '/.- heads. '< .;~,;n,',o.~;.. at joints and top and bottom plates and 3/." beads of adhesive at Intermediate '.ii~,lld$. ,J,Q1,Il\S$laggared 24' on opposite sides. (LOAD-BEARING) f!J:' .. ~ i .. . -11)I:\~iiSf,<::, , ,~~.,,;,. ~;,; :~~~~~l,;~jl,S.i I!' iIlli~'i,:,,'i!i':L, f' ':,I'~"';';'":''' ,.i' , l:,~, '. .'# .' ".~""" ~_ ....oJJ GYPSUM WALLBOARD, WOOD STUDS Oll!l,leyer '/e' type X plain or predecorated gypsum wallboard, water-resistant gypsum . :/tbaCk!~g board, or gypsum yeneer base applied parallel or at right angles to each side of ,<'2 x,4 wood studs 16' 0.0. with 6d coated nalls, 17/,' long, 0.0915' shank. '/0' heads, 7' .0.0, Joints of square edge, bevel edge or predecorated wallboard may be left exposed. Joints staggered 16' on opposite sides. (LOAD-BEARING) OJ','':!:,! H' '~..,:"'..., ""I,'"'_'I~,i(~'1{;' .. ,."'<",,.. -'.- ',! ';'r#.,:J!.i;,w~;'(:;<. h~;h ;11 ~"~ ~',L:,,';i"riJ:: GLAl!SMATGVPSUMBOARD, WOOD STUDS ,',. , Ii "(lnelayereJe' propriatarytype X glass mat water-resistant gypsum backlng board applied ' 'petallsl Drat right angles to 2 x 4 wood studs 16' 0.0. with phosphate coated nails, 17Jo" , long;'"'' diameter cupped heads, 8' o.e. .' ,~~!S.SIIlggered 16'on,opposile sides and coyered with lOxl0 mesh glass tape and liIe i) ;';i;i~q,~~lya. (LOAD,BEARING) I~~ . '"".----:..-~,- ~ Jt-"."". ~i it!;ii; (;. :j:'~"," I'.: ~ :'~ layer '/.' ~:::~::~:r::~~;:~~~i~:::::S:~::hE::e of 2 x 4 wood ::8l!Jds.16~ o.e. with Sd;etched nails, 12/4' long, 0.099', shank, '!4' heads, 8' o.e. 'h,' l~\l'~m~er pl~rappliedoyer each face. . . ~, .J,Qints, .staggered 16' and horizontal joints 12' on opposite sides. Sound tested .lfi';:.Wilhout gypsum veneer plaster. (LOAD-BEARING) "r " ',' 'X"""1 r''''''x''7'~, -. . '":'0.",,, -,~,..'-,... ,.",'..'.'" ,-, I c".,. .~_ ': .'~.~:.. ""''''';'~'''''''J1 Thickness: Approx. Weight: Fire Test: SouM Test: 47/.~ 7 psf FM WP 90, 1-21-67 G&H NG-246FT. r-2-85 I'.. (, .J '. ~ 'l, ' . -.... , '''"''';;~''''~'\'';''?';'''''-:''''1'''~,,"~',.;...:,,~ :;r-;.......''''"1o''''''','\,:;'''''...''''''~.'..,;."..~ x X ~'.'~'''''~'",,~,,',~..~ ,,~.~..v_.~,~',.. .,:"...~ ~"-~1;'~ ":,~J.,. "~'."..".""..~ Thickness: Approx. Weight: Fire Test: 47/8~ 7 psf UL R1319-4, -6. 6-17-52; UL R2717-39, 1-20-85; UL R3501-52, 3-15-66, UL Desl~n 1)305; ULC'.~\W301" OR 64-8, 2-4-64 ",1".." Sound Test: . . . .' ,., '~"' ,,~,.. ,~:,,'.'. ,.. ,'." x ~ ,..,~ Thickness: Approx. Weight: Fire Test: 43/4W 7 psf WHI-495-0953, 5-14-67; WHI-4Q5-o654,5-15-87 See WP 3605 ' (OR 64-8, 2-4-84) Sound Test: ".."'....,.....~,.-..::"1.rv, "..',..~,' ,-" .. X. T '" .x ,,' '_..~~~-"'''.....''...'.~l ....""..,'Lh"_.... .,,~~.~ Thickness: Approx, Weight: Fire Test: Sound Test: 4111~ 7 psf ue, 1-12-66 G&H IBI-35FT, 5-26-64 t Contaot lI1e rnanuIiIcturer fOl mor.,detalledIntDmJ8llon.on,proprle~produoIs.,.. ,. .''''.. , 'r. ',"~,"'r:t59':' '. i .~ I', 'j'. I.',:, , ..' " ., I':'.",:".:" i '~44~~,:+ji :"':;;;,,'~:L-'l'j IIIII III II I - GYPSUM WALLBOARO, RESIUENT CHANNELS, GLASS FIBER INSULATION, WOOD STUDS Reslllenl channels 24' 0.0. attached at right angles 10 .oNE SIDE of 2 x 4 wood studs 16' O.c. with l' Type S drywall screws. Baae layar 'Ie' type X gypsum wallboard or gypsum yeneer base applied at right angles 10 ohannels with 1" Type S drywall screws 12" o.c. Fe.. layer ele' type X gypsum wallboard or gypsum yeneer base applied at right angles ,to channels with '/4' daubs of adhesive 12' o.c. Yerllcally and horizontally. ~o.PPOSITE SIl?E: Be.. layer 'Ie', type X gypsum wallboard or gypsum yeneer base applied \l,.parelIEjl to$ds with 5d coaled nalls, 18/,' long, 0.000' shank, 1'1..' heads, 32' o.c. . Second layar,!,' type X gypsum wallboard or gypsum yeneer base applied parallel to studs with Bd coated nails, 2'/e' long, 0.113' shank, '/32' heads, 12' o.c. Faeelayer 'Ie' regular gypsum, wallboard applied parallel to studs wllh 'I.' daubs, of adhesive 12' 0.0. , ,yertlcallyandhorlzontally. 2' glass fiber Insulation, 0.90 pcf, stapled to three laye, side ~<\',ln,s~s~~. ' :v:"",'" " 'lIolnta staggered 16' eaoh layer and side. (LOAD-BEARING) ':'.1;';li',l J; l\ GYPSUM WALLBOARD, RESIUENT CHANNELS,. "'',.i', GLASS FIBER INSULA nON, WOOD STUDS ~11'f : ,- '..' , . . " 'RaslUentChannels 24' o.c. attached.at right angles to .oNE SIDE of 2 x 4 wood studs 16' ".. o,e. with1'Typel> drywall scraws.Baaelayere/e' type X gypsum wallboard or gypsum .'., 'vonaarbase lIlIlllled al r1ghl angles to Chinn.1a with l' Tvplll;; <lip/III Wtwl1 g' 9,9. !'Ioelayer "/1' type X gypDUm wallboald or gypsum yan.., bsaa applied at right angl... to cl)annela ~1tI1~/.' daubs of adhesive 12'~.c. ver\loally and horizontally. ,,'PPP.ol)m:SIDE:i~,aaelayer ,"10' type X gypsum wallboard or 9YJ)sum v~neer base applied ,1i.paralle.lto:s\lJds'with 5d coated nalls, 1"10' long, O.086',shank,lI/.." heads; 32' o.C. .", Second layer,!," type X gypaum wallboard or gypsum yenear base applied perallello ::'.i'studs with 8!\<;qeted nalls, 2'/,' long, 0.113' shank, '/32" heads," 12' 0.0. Fa.. layer, '/4' , ."",!lllular,gypaum.~allboard applied parellelto studs with ,'I.' d,aubs ,of adhesive 12' 0.0. ,'. . vorticelly and horizontally. 2' glass fiber Insulation, 0.90 pcf, stapled 10 three layer side .) .In stud spece. . :~olnla staggered 16' each layer and side. (LOAD-BEARING) ,'-I :, ..... GYPSUM WALLBOARD, RESIUENT CHANNELS, . ' V, GLASS FIBER INSULAnON, WOOD SWDS .ROlllllent channels 24' o.c attached at right anglOlllo .oNE SIDE of 2 x 4 wood sllJds 16' . 0.0. with Bd coated nails, 17!0' long, 0.086' shank, '/4' heads. 'fa' x 3' gypsum wallboard filler strips attached to plate at floor line with 6d nails. .one layer 0/0' type X gypsum ,wallboard or gypsum veneer base applied parallel to channels with l' Type S drywall .' screws 6' o.c. at hOrlzonlaljoints and 12' o.c. at inlermedlale channels. 1'/2' glass fiber 1:I.i:I~8!'lali?n, 0.8 pcf, stapled 10 studs in stud space. !OP,POSITE SIDE: .one layer 0/0" type X gypsum wallboard or gypsum veneer base applied ,~! :,81,,' 'right angles to studs with 6d nails 8' o.c. 'Endlointsst8ggered 48' on opposlle sides. Sound lested with 3'/2' glass fiber insulalion in ".:stud space. (LOAD-BEARING) :/.)Ij~";: " ~i" . , .r4~~i'"'' This Space Left Blank ~ .!-, .rJJ,'-{~~~~ .2021x,;:i;;;rJj1 :'~....., I ' ,,'..' ~~~~.;,~~~p.i .-'i Thlckne..: .: ,',. .. Approx: Welgh~ Fire Test:' , Sound Tesl: nt'''i''.''~'''(;;.. , X";"" 'V C . Ie I ' . '" _ _ ~ 'J ro,..,"..",,",,"',~ ~N":-~'.",",i!.'~"':'i:: ~ '" ';' " ,.",..' Thickness: ' Approx. Weight: Fire Test: 63/.-, 2pef Ul.: R3660,2,.,12~~,,;. UL oeslgii.li3'i~ RAI./rL69-2l!E!~; (Rev. 9,4-68) ..",...' .' Sound Test: ...",..,..."'.,.'".""" rn~""..." k_~~r02.rf 5 ...", .".,'...21 ""'.....""..' FIRE SIDE Thlokne..: Approx. Weight: Fire Test: Sound Test: 51/,- 7 psf .oSU T-3127, 1D-4.65 . RAL TLIT-138. 5-5.IT .F;'.~"'."' 'Cont8cl1he 1llOl)Ufaclurar'!<lr rnc>ra dotaIIod InIorma!lOn ,on . ,. ,.. y produCtil. ~,' -- -; .-....,~. ,--. -.... ;Y "f,:""."" "', . :r:'::-, ./'i),t" /" ;L,.r.' 'i"!.,..')~ ,~,-:tr:~ ':1; '{, t":1;,', t'i'~~);' " ii'," ;, Y',':" " ,~ ,,;, :,~;,,;l:~,;,f: ' , . ,.~' , "'.,, !f:i.t:',,' ~;: ,,~,;:: J' :1',:' ,:J::;'II ':~ ; .1111,:\ ;~~ , ~ACl"j FiN-ralllI CDUlrUcllon DBIIIII&pbnlclldlla ~ OeIcrIIUan & 181I no. WQod Framed Wall Systems - Orpsum Drrwall or Veneer Plaster (continued) Double Stud Chase Walls (Load-Bearlng)- 2-Hour Rating ~ txJ 12Y4' txJ i ~)<'C"';--~''''.'''''''''''~'r.<mT' Wd stud-2 layers,," SHEETROCK brand gypsum panels, F1RECOOE cor" outside, both sldtS-4f' SHEETROCK brand gypsum pantll, FIRECODE COni, lnsld" both sld~2lt4 wd studs 24- o.c........ 11M2 Alterna" based on W' SHEETROCK brand gypsum pan,ls, FlRECOOE C cor" both outald, doubl, laytlr & Inalde slnlllfllayer-aA WP KIa Alternate based on W' SHEETROCK brand gypsum panels, FIRECODE C cote, outside double layers on/y--GA WP 3112 Stag Wd Stud-lr SHEETROCK brand gypsum panels, FIRECOOE core-2K3 non-load-bearlll9 studs 16"o.c.-2K3 platts 1. apart-panels nailed 7" o.c.-3. THERMAFIBER SAFB one side-joints rin-perlm caulked--est. fire rating based on UL Des U305 - Stag Wd Stud- ~ SHEETROCK brand gypsum panels, FIRECOOE core--2lt416" O.C. on 2K6 com platt-panels atlwith 6d ctd nall5 7" 0.c.-2" THERMAFIBER SAFB one slde--perlm caulked-Joints lln--est. lire rating based on UL Des U305 Wd Stud-base layer~. SHEETROCK brand gypsum panels-lace layer W' SHEETROCK brand gypsum panels, FIRECODE core, lamillaled to base layer-2x4w(1 sluds 16"o.c.---lAWPS51' -'. Double StUd Chase Walls (Non-Load-Bearlng)- 2-Hour Rating , :'I::::~:.~:'.: ;Hl':':'~v-f:~~-: .-, ~ ;:- -. .:t: ',~.1 Wd Slud-2 layers ~ SHEETROCK brand gypsum panels, FIRECOOE 1\11 core--2rows2lt4Wo,c.onsepplales1-apart-baselayeratlwlthGd ctdnalls24"o.c.-lacelayerattwitllSdctdllalls8"'0.c.---tliOoervert lOW joints 16. o.c.-perlm caulked-Joints fln-U-WP-1I2I li."""~j':, ;.6'11~i,,~i.':': .u...', wt.13 J ::: :..~:: :;.:::::"' 'f;' .: c: .r:' ~ .,:.::i'.::.;i::.~.L:'::. 1~ 5%' W ~~~ ~ Stall Wd Slud-2layers W' SHEETROCK brand gypsum panels, FIRECODE C core--2lt4 16" o.c. on 2K6 com plale---base layer at! wilh Gd ctd nails 24"0.c.-face layer atlwllh Sd ctd nalls 8" O.C.---tlallllervert joints 16" o.c.-1lerim caulked-joints 1In-U.JfP.H1' Wd s!ud-K. RQCKLATH base, both sides, 4" o.c.-2x416" O.C.- W' 1:2 gypsum-sand plaster-GA WP 3430 Wood Framed Wall Systems - Cement Board Wood Stud Wall (Load,Bearlng) - 1-Hour Rating I 5W' .1- wU5 I Wd Stud-W' DUROCK ctIment panel end ~"ctIramic Iil&-2lt4 16" o.c.-3lf'THERMAFIBER SAFB-board all with Hf' OUROCK screws or 1K" galY nails S. o.c.-jolnts taped-alt. design lr SHEETROCK brand llYPsum panels, FIRECODE core, one side-- UL .. .... Dou~le Stud Wall (Load,Bearlng) - 2,Hour Rating I 1. I I Plumbing Chase Wall-l!" DUROCK cemenl panel and~" ceramic 1I1e-2 rows 2lt416" o.c. on 2lt8 com plale-3ll" THERMAFIBER SAFB both cavities-board at! with 1~ OUROCK SCrew50r llf'galY. nails S. o.c.-jolnlstaped-I....-......... 18 IiD% atlonllle II..... klH--WHI-4I5-05D5 a D&08 PartitlDns, -II:.' AcoIlUGaI_Il~ tIC DacrIDtIM a 181I110. S7 3'/t" glass llber both walls-R.n.2M DOUble Stud Chase Walls (Non-Load-Bearing) - 1.Hour Rating '7t:~r"'"='"""~<c<'''"'w<-"" /'1'(~; -1 'J' ,.\., , (,,:'" I,.:" 1~ wt8 jmdl] 10' l--pw~, ~I~' WI. 13 Wood Framed Wall Systems - Conventional Lath & Plaster Wood Stud Partition (Load-Bearlng)-1-Hour Rating S7 3'1,. glass Iiber both wans- based on Tl-73-224 54 Based on SCnlWS or nails r O.C.- n.n.149 .s Based on FlRECODE core panels- n"9-213 5S Based on 1 W' THERMAFIBER 5MB In cavtty-l a H IW-32IT S1 56 56 n.....Z14 Based on 3W'lhlclc inslllatlon In one cavity-USl-71D128 ..- 47 51 n-n-Z11 llA.NGC-2377 37 40 ......... Based on all. deslg~-MDI14 sa SA--.a "':';!;;PI... - ""24 ..99 NlA .100 NlA,'~1 ~.,. '(" '''1'''' J!I' :~!:~ZX;;'~f SA92' '102 SA'" "103 NlA 104 'I ""'. :105 SA9~4 ',1116 NlA.:107 SA932 .108 "p 1Ilr WOOD JOISTS, GYPSUM WAllBOARD, RESIUENT CHANNELS, GLASS FIBER INSULATION One layer 8/e" proprietary type X gypsum wallboard or gypsum veneer base applied at right angles to resilient furring channels 24 H a.c. with 1 H Type S drywall screws 12" D.C. Gypsum board end joints located midway between continuous channels and attached to add~lonal pieces of channel 54' long w~h screws , 2' o.c. Resilient furring channeis applied at right angles to 2 x 10 wood joists 16' o.C. with 1'/4" Type W drywall screws. Wood joists supporting 5/S" Interior plywood with exterior glue subfloor and 1 a/,- perllte- sand concrete reinforced with No. 19 SWG galvanized hexagonal wire mesh. 3' glass fiber insulation 0.90 pet in joist space stapled to subfioor. PROPRIETARY GYPSUM BOARD Un~ed States Gypsum Company 'I'" SHEETROCK- Brand Gypsum Panels, FIRECODE- C Core ?l4~~~BJFNA,1~J5J.:t,6Y&Y;1] f'~oe~"~j] .'o.."'{..'.,....,.,.I..,....,;"..:.,...:."..:.,,...:.. ..,.~~4'~,..'f.,',."..:,,!.,A.:,,";.,.:, 4 .. ;",...,.,..,.!,.,."it~~'ft:iK't..',~ WOOD JOISTS, GYPSUM WALLBOARD, RESIUENllCHANNELS, GLASS FIBER INSULATION One layer e/,' proprietary type X gypsum wallbo8lllf or gypsum yeneer base applied at right angles 10 resilient furring channels 24' ..,e. with l' Type S drywall screws 12' 0.0. Gypsum board end joints located midway between continuous channels and attached to add~ional pieces of channel 54' long with screws at 12' o.c. Resilient furring channels applied at right angles to 2 x 10 wood joists 16' o.C. with 11/.' Type W drywall screws. Wood joists supporting ele' interior plywood with exterior glue subfloor and 1'/,' peri~e- sand concrete reinforced with No. 19 SWG galvanized hexagonal wire mesh. 3' glass fiber Insulation 0.90 pet In joist space stapled to subfloor. PROPRIETARY GYPSUM BOARD American Gypsum Company CeIOlax Corporation Continental Gypsum G-P Gypsum James Hardie Gypsum 'Ie' FIRE BLOC TYPE C 'Ie' FI-ROK PLUS'. 'Ie' MoreR0c/c5 ArellaJe Type C (CGTC-C) 'Ie' GyPr005 Areguard8 C e/,' HardirtJCke Brand Max "C"'" Gypsum Panels ele' Arecheck'l Type C 'Ie' FLAME CURfl5 Super 'C' e/e'TG-C Lafarga Gypeum Pabco Gypsum Temple-Inland Forest Products Corporation WOOD JOISTS, GYPSUM WALLBOARD, RESIUENT CHANNELS, GLASS FIBER INSULATION One layer 1/0' type X gypsum wallboard or gypsum yeneer base applied at right angles to resilient furring channeis 24' o.c. with l' Type S drywall screws 8' 0.0. at ends and 12' 0.0. at intenmediate furring channels. Gypsum board end joints located midway between continuous channels and attached to eddltional pieces of channel 64' long with screws 8' O.C. Resilient furring channels applied at right angles to 2 x 10 wood joists 16' o.c. with 6d coated nalls, 1'/,' iong, 0.085' shank, 'I.' heads, two per joist. Wood joists supporting ele' Interior plywood with exterior glue subfloor and 'Ie' particle board, 1.5 psf. 3'/0' glass fiber insulation batts, 0.7 pet, friction fit in joist cavilles supported aitemataly _ry 12' by wire rods and resilient furring channels. Sound tested with carpet and pad and with insulation stapled to joists. I' .' . '\6YXJf~Y6YXJ Approx. Ceiling Weight: Are Test: Sound Test: IIC & Test: 2 psf UL R3453-7, 5+70; UL Design L516 KAL L 224-28-65, 3-30-65 (74 C & P) KAL L 224-27-65, 3-30-65 I' .' . '\CIJYJ'~ .~~ "tlilJ Approx. Ceiling Weight: Are Test: Sound Test: IIC & Test: 2psf UL R3453-7, 5-1-70; Based on UL R3660-7, -8, 11-12-87; R2717-61, 8-18-87; Basad on UL R7094, 9ONK10635, 10-24-90; Basad on UL R8742, 88NK22591, 10-6-88; UL Design L516 KAL L 224-28-65, 3.30-65 (74 C & P) KAL L 224.27-65, 3-30-65 ?VN ~ -NVt1i'& ~~, Approx. Ceiling Weight: Are Test: Sound Test: IIC & Test: GA-600-2000 t Contact the manufacturer for more detailed Information on proprietary products. 2psf FM FC-181 , 8-31-72 G&H OC-3MT, 10-13-71 (73C&P) G&H OC-3MT, 10-13-71 107 ..~._..~,~=:~-:~. --- FIRE RESISTANCE RATINGS. ANSljU1263 (BXUV)-Continu Boral Gypsum Inc.-Type DDNl (finish rating 20 mln), TYPe (finish rating 20 mln), Type DDW3 (finish rating 20 min) ODDG3 (finish rating 20 min) or Type BG-C. .- Canaellan Gypsum Company-Type AR (finish rating 26 min) C (finish rating 26 mln), Type Fa (finish rating 26 min)' IP-X1 (finish rating 26 min), Type IP-X2 (finish rating 26' Type sex (finish rating 26 minI' Type SHX (finish rating 26 Type WRC (finish rating 26 min , Type WRX {finish rating 26 Type FRX (finish rating 20 min). . Celotex Corp.-Type 1, Type SF3 (finish rating 20 min) ~ (finish rating 21 min), Type B (finish rating 20 min)' yPt (finish rating 21 min) or FRP., ' Continental Gypsum Company-Type CG1.1 (finish rati min), Type CG-2 (finish rating 20 min), Type CG.3 (finish ng 20 mln), Type CG3-3 (finish rating 20 min), Type CG-5 (II rating 26 min), Type (G5-5 (finish rating 26 min), Type (IInlsh rating 26 mln), Types CG-3W, CG.5W (finish rating min), Types CG-3WS, CG-5WS (finish rating 20 min), Type (finish rating 23 min), Type C(;6-6 (finish rating 26 min) ~ (G-C, Type CGT6-6 finish rating 23 min), Type CG9.9 (IInlsh' 26 mini, Type CGT6-6 (finish rating 23 mm), Type CGTC-C (II . rating 20 min). G-P Gypsum Corp.-Type 5 (finish rating 26 min), Type 6 (II rating 23 mini, Type 9 (finish rating 26 min), Type C (II rating 26 min), Type DGG (finish rating 20 min), Type G (finish rating 20 min), Type GPFS2 (finish rating 20 min), fl' (;PFS6 (finish rating 26 min). " Jam.. Hardle Gypsum Inc.-Type Fire X (finish rating 26 mm Type Max"C'. ". Lafarge Gypsum, A DIy, of Lafarge Corp.-Type lGFCZ (II rating 20 min), Type lGFC3 (finish rating 20 min), Type LG (finish rating 26 min), Type lGFC-C (finish rating 20 min).' Natlo...l Gypsum Co., Charlotte. NC-Type FSK (finish rating min), FSK-G (finish rating 20 min), Type FSW (finish rating' min), Type FSW-2 (finish rating 24 min), Type FSW-3 (II .' rating 20 min) or Type FSW-G (finish rating 20 min). . Natlo...l Gypsum Co., Riyadh, Saudi Arabia-Type FR or WR. Pabco Gypsum-Types C, PG-2 (finish rating 20 min), PG-3 (fi . rating 20 min), Types PG-3W, PG-5W (finish rating 20 mini, T PG-4 (finish rating 20 min), Type PG-6 (finish rating 23 nnnJ, Types PG-3WS, PG-5WS (finish rating 20 min), Types PG-5, P6-9 (finish rating 26 min) or Type PG-C. ~. Republic Gypsum Co.-Type RG-l (finish rating 20 mini, T~ RG-2 (finish rating 20 min), Type RG-3 (finish rating 20 ni..), Type RG-4 (finish rating 26 mini, Type RG-6 (finish rating 20~,'i min) or Type RG-C. -:' " Standard Gypsum Corp.-Type SGC(finish rating 20 mini, TYl" SGC-J(flnish rating 20 min.) Type SG-C or SGC-G(finish rating 20 ,; min). ,;.' Temple-Inland Forest Products Corp.-Types T (finish rating 20;.: mini, VPB-Type T (finish rating 20 mini, WR.Type T (finish rating ", 20 mini, Type T SHTG (finish rating 20 mini, FRX-6, VPBx-6. FRWRX-6, TG.C or FRX-6 Exterior Gypsum Soffit Board. United States Gypsum Co.-Type AR (finish rating 26 mini, Type sex (finish rating 26 mini, Type C (finish rating 26 mini, Type WRX (finish rating 26 mini, Type WRC (finish rating 26 mini, Type IP-Xl (finish rating 26 mini, Type FCV (finish rating 26 m..), Type IP-X2 (finish rating 26 mini, Type SHX (finish rating 26 ~ mini, Type FRX (finish rating 20 mini. ~' Westrac Inc.-Type Westrac Fireboard. . Yeso Panamerianco SA de CV- Type AR (finish rating 26 m~n), . u, "'-. ,." , ," ',.,' Type C (finish rating 26 min), Type WRX (finish rating 26. mln)6' '8, - "" Type WRC (finish rating 26 mini, Type IP-X1 (finish rating ,2 I 2x4'5 fireslopped min), Type FCV (finish rating 26 mini, Type IP.X2 (flniShra~' , 26 mini, Type SHX (finish rating 26 mini, sex (finish rating 2 " 1. Nailheads-Exposed or covered with joint compound. min). . . 2. Joints-Exposed or covered with fiber tape and joint compound, except 3A. Wallboard, Gypsum*-(As an alternate to Item 3)-Nom 3/4 in. thIck. where required for spedfic edge configuration. For tapered, rounded-edge installed as described in Item 3. wallboard, joints....covered with joint compound or fiber tape and joint Canadian Gypsum Company-Type AR. compound. As.JD..-Alternate. nom 3/32 in. thick ~ypsum veneer plaster United States Gypsum Co.-Type AR. may be applied to the entire surface of Classified veneer baseboard. Yeso Panamertcano SA de tv-Type AR. . Joints reinforced. 38. Wallboard, Gypsum.-(As an alternate to Items 3 and 3A) -5(8 In. 3. Wallboard. Gypsum*-5/8 in. thick wallboard paper or vinyl surfaced, thick, 4 ft wide, square edge. applied vertically. Wallboard nailed 81n. o~ with beveled, square, or tapered edges, applied either honzontally or with 1-3/4 in. long galvanized roofing nails. Joint covering (Item 2) 110 { vertically. Wallboard nailed 7 in. ac with 6d cement coated nails 1-7/8 required. ) " in. long, 0.0915 in. shank diam and 1/4 in. diam heads. When used in Canadian Gypsum Company-Type WSX (finished rating 22 ~in). ' widths of other than 48 in., wallboard is to be installed horizontally. United States Gypsum (0.- Type WSX (finished rating 22 nlln. L American Gypsum Co.-Types AGX-I, AGX-2, AGX-3 (finish rating Yeso Panamericano SA de CV-Type WSX (finished rating 22 mln).~ 23 min.), Type AGX-7, AGX-ll (finish rating 26 mini or Type 4. Steel Comer Fastene..-{Optional)-For use at wall corners. Chan~ AG-t. shaped, 2 in. long by 1 in. high on the back side WIth two 1/8 in. WI - lOOK FOR THE Ul MARK ON PRODUCT '. FIRE RESISTANCE DIRECTORY (iXRIf)- FIRE RESISTANCE RATINGS - ANSI/U1263 (BXUV" r . Le' . J-continued C ats protrudmg into the 5/8 in wide h . galY steeL Fasteners applied o~ly to cthanne~ fabncated from 24 gauge tapered edges) of the wallboard no eteen th or cu~ edge (not along w~llboard, max spadng 16 in OC Na~~a t r /" 2 In. from comer of us10g one No. 6d cement coat' d . . loa ]acent stud through tab sh~U be nailed to top and b:tton~ll ~er fast.ener. Comers of wall board nalls. p te us10g No. 6d cement coated 5. lalts and Blankets' (D' l insulation. - ptiona, Not Shown) glass fiber or mineral wool Certainteed Corp. Johns Manville International Inc. Knauf Fiber Glass GmbH, Owens-Coming Fiberglas Corp Rock Wool Mfg Co.-Delta Soard Roxul Inc. . 'B . Thennafiber llC- Type SAFB eanng the Ul Classification Marking . 1 .. >, U30' Design No, U305 Bearing Wall Rating-1 HR. Finish Rating-See Item 3. r--IS'O.c. 1 IS' O.C.--! {\ ~ &'@ I ,--' knce Directory -<. nRE RESISTANCE OIRECTORY (IXRH) . :'~.; ~ ':D~"/Wood . FniniedSystems i,t:fJ~rN;,'/',:)- "i '~'~\';A(~,!, tl:.' ~~J~~;~:;I~g' '\f,Ij'\\~blles ,'~\i~l!,~~ '~~i' ?~'~'I' ,', ,'! .:\;:,', '::;q:',:/: '-"'." ~:J~~< ',; /j Roof/CeIling Assemblies 'If' '" ,..' -c, . ,,' 'J{;,:. ," . "',;Cl;" ~'~; ,",' "~":I~'lhj""",: ;~~! 1''t'''-', '}1i,\~:-.:' ':,'::~}t,/:' "il\~1 ,I, 'wM """'"' ,...,,1On ,. """" m (.i\::\':'f.:l8lIlIITIItfdrawi1gs,lhespeciflc (;,;r::iv'",.prodocl:lSlllQUlredlnItlllSSSllmblyto I ~:\.' ..' IICIlilM Ihe Slllt8d fire raIlf\'!, ,"(-},j fI:lerVI8SSlnsuIMbnClll'lOOlbe :~:'Y~t( '8lQIItutedforTlERtWllfR >1~\J,' ~ :.';;'11. "Whel1RC,tlsreferenced,useRC.' RdlIntChaMels or equiValent. :if'" Wv ~ Flrl~reted ConB1rucdon fire Detail & Physical Data Rating 1 hr. finish ratlno 1112hr. I and 2 hr. 13W 1 2hr, 2hr, _rattd Conatructlon Fire Rating 1 hr. ~~...."..,~ 11' ~ - M ~ clg. wl. 4/5 T.':":';';';::~:;::::i , . I~ T~~"'> .,:..... <.~~ l~ Detail & Physical Data - --- --------------- ..- Description & Tnl No. Floor/ceiling or roof/ceiling-two layers 5/8" SHEETROCK Brand Gypsum Panels, FlRECODE Core, attached to wood framlng-GA FC5400 or RC2601 Resilceiling-l.1/2hr.syswlth2IayerslI2NSHEETROCK N1A Brand Gypsum Panels, FIRECODE C core-l" nom wd sub & fin IIr-2 x 10wdJoIst 16No.c.-RC-1 chan or eQuivalent spaced 24No.c. screw.att over base layer panels-face layer screw alt to chan 12N o.c.-jolnts fln-Ul Des l510 -2 hr. sys. with 5/SN SHEETROCK Brand Gypsum Panels. FIRECODE C core-UL Des L511 Floor/ceiling-floorofS"xS"ceramictile,1/2"OUROCK 60 52 Brand exterior cement board, 1N SHEETROCK Brarnf Gypsum UnerPanels,112"pIWiood--2x10wdjolst16"o.c.- 5S 51 3" THERMAFIBEH SAFB--ceiling of 2 layers 5/6" SHEETROCK Brand Gypsum Panels, FlRECODf C cow, over RC-l chan 16N o.c.-UL Des L541 Floor/ceiling-ffoorofcarpeVpad,1-1I2"ffooring, 112" plywood--2 x 10 wd joist16N o.c,-3" THERMAf18ER SAFB--ceiling of 2 layers 5/8" SHEETROCK Brand Gypsum Panels, FIRECODE C core, over RG-' chan 16N o.c.-UL Des L541 Acoustical Performance STC IIC DesCription & Test No. Assemblynol P ."~y,,,,,,..,,";Jd when sound cOl1ttol isa majorconslderatlon RAL-TLS9-141- Q RAL-INS9-5 Based 011 vinyl tile over oriented strand board In place 01 ceramic tile and cement IXlard -RAL-TLS9-145 (53 MTCI--lIAL-INS9-T Based on carpeVpad over oriented strand boardJnplaceofceramic tile and cement board -RAL.TL89-148 (54 MTCf-RAL-INS9-B 59 69 RAL- TL90-40 R (54MTCj- 59 37 RAL-IN9().5 Based on vinyl tile in placeofcarpeVpad- RAl.TL90-40 . (54 MTC)-RAL-IN9lHl 59 62 Description & Test No. STC IIC Description & Test No. Acoustical Performanee 5/B" SHEETROCK BraAd Gypsum Panel, FIRECOOE C core, N1A pitched wood trusses of min. 2 x 4 lumber, any UI. Ctass A, B or C roofing system-RC-1 channels Of equivalent spaced 12" or 16" o.c.--gypsum panels attached with 1N Type S screws, Joints flnished-optlonat Insulation directly over gypsum ceiling membrane-UL Des P522 , United States Gypsum Company SA924 12 s Sysl8m R_ G s....m ReIeranC. ~ (.."'........~i~J. U.i'~ t, ,~,.~ca : \ ~,ii[' I J 'Ii \I _ ' :-: I~I i t - , 7\: I!:ltl ~ ~!i~ .; I. : 3,1:' l:: I: ! ! Wi I: :I .. "" . (0,.'... IV. tV'II.. ,). j'J/'\I~I. ..~..~l_~")\...'I. ':Il';llC::iiN\J vr :\I';~~"'r'l..;.... ..__ ~_ ,.. ~. ..., I.. . ".. ......l..P. >-u____. ~ ,j,... '.~'-" --.-...---( ~ i I I .. ~." "-"--'-';:--'-.---i ~ " ,\ ~_._--- ----''T ..... ~ ~\ g .. f" ! I "- \\ p: /l , - -- '\ - I . . , ~ ~\ / , . I \~ f \, '" ~ I ! 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":1 .~"~:!I!! ,..,-V: . .t 'I" · tt. ,..,S...:, atl ~i:;;J!Jlitt i~. -~.!,~I~l.t.lfi~ ~:Ad;;.i'hii.li - "f..1 ":.. .,,. bi :1:'IlU:il"" It.;.:..~~,,::It.;~ ' c, .nu;li';:151" ~" ~"--~.. - "".z. _ ...:;.:.;! ,;2;: : .l!i! ',i'f~!.~(~i,~~t . II O. -.' '.',' :~:1 w . ~ :..: r-- I "' S' ~ . ~ of", I 11-; ~. i"tlil ..: ;lI!:::f Ih'':~! 1 ~!!;J._~~~r.:'l~ , '-J"Pln:"~;"f ' !!r~l i;~iST ~I , !I" .". :""i I ;t&lli;jll:t~~fJ, ...1O.:.,;;iF;~.. ""r ;.~= r ... fl-"" Cf\' lI;;":i~" w,. ...~ , ...., 1,' .., 01 .,.., ~~,~'~lt".~'., i.; ....\.. a...I,:, ~.5'" i I '::' 11:S,... ",.. I" f III , .:,;.!f:O:~',..~~!..j :l~ rf.fJ~l~~ir,:is:i :t-!' If"~ .,. .~.. .~ :!i l'r=~;ip~~, .c: I:ol'_.., I rt., '.l~ ...P~!\....i~-:..~... ,:'H g '--..--....- ....----e..- ~' iy;j~ : ~ i~. :. 4( it \ 'r 'I :.. ,- - . ""'.... .......- ""'.. ,..__.. .._.n._., ~....". "' R[P~!~ R~;~-8~91 --> 1.5H PI.Ai[ AT "IGH no Of TRUSS is DAtlA&rn ON "in TRUSSfS FI)<- Fee.. ~rr ll) ~fW &U;~~r\ A~ SHOW_ i I -6) I' 1/? APA RAffO flPnSU~f I SHf4T~I.c BOTH fACES. $1/[S AS :'OHf1l11l. coniCl MITH (5) &1 Wf'N)'f "'.llS [AC~ FACE 1M;" 1lfMl\(R. 0.12 i T ~/-::::::' .--::;'_"'--:::::--~{~ .__---;;.--...---- I (1') ax I' ,~...-:r:--::-~ "~ ~~~~~~ f'~ ' /-;:-:.~~~ /1 "~ /____~, ~,~,/"'" /" II ~ '" '" I' (.::;;'-'-}or- _ _ -.. _.=c.::- N~, '~? ',. __--=:-~-- "~" Ji ~..=_ ~Ii B2 -'-'- - ~: _ c-.j ~ ,""H'~ , ~ , -----1B.7-0 Our 1 SuppoJ'-ts , R';9~, N-~.5' A-1894 1l1"~ !.. PlI IYP. W... TP 1.9'i '; Destgn Crit,.rl~~J~TD- IRUSS RlDAIR 19.5c ---~--- ~~ ,Y" ~~ tMIIU _lIS IIIn . ~.'" It...... '. .It..... ... UIl.1 ., .... JIlt IIC 'tAS.IU1. ., .... . _ LdU .. ,.... __ n .. sr... ....... _1- _. -. _,-. _ _ 11tn1;"' '_Uti _IS'" __" ~ ~ It ....., .<HO ...,'It{. 11 tl ..... .. ,. __,-....... .. __ __ ~... .. ~ . .. .... .. .. IUhfa __ f..... " ___ ....... _.-.s _ ~IIII ....__u....._ .......-.-..-. _. - . t ~....___M.__~._____. 1(_. ..... - ---- ---- - ---...-. .. ....- --- - -- L.la _c..,.NOQI.U i ! ! (,1.<:) , -+27 4.14 "N/~ ill.!" IN I... ____ ~cale -. .i87S. 1ft. It II Tt Ol Bt 01 Bt II lOT LO OUI FAt 'iPACIIlG 40.0 PST 10.0 PSF 10.0 PSF 0.0 PSF 60 0 PST j IS 24.0' , RfF R57Q"8061'i ).------ : DAn 12ti3/01 'pDRN f'lOUsa'JO 0:.141002 Mo'fNG IPPH -1 srON . 46305 i : FROIl c.l I r .-"l-~ " , 11\ i 0 I ~ .. I '" ~ .. .. .. ~ .. >> :J Z 0 ., ... % r >> z " ... ., C '" III u, ~ III ... m 3 00 ~ .. ~ .. . ~ " . .. .. , . . ..36 ~ [0 provide adequate holding power. Nail penetration Into the framing member should be 74 In. for smooth shank nails. but only:Y~ In. for annular ringed nails which provide more withdrawal resistance. For fire rated assemblies, greater penelralion Is re- qUired; generally 1 \-Illn. to 1 V~ In. for one hour assemblies. ll;;N~ SHA~K . ,- ~ CUPPED HEAD ()~~~~R .. ,-) , m. COLOR PIN a-;~x NAIL --.- ~ -~ Fig. 23 Nails used In drywall conltructlon have thin, 1/4 In. dlamotor haada (10m. cupp.d). Small-h.ad.d nalla ahown ar. colored for u.. with pred.coralad wallboard. Th... ar. u"d according to Instructlona of .the manufac- turers. Screws Drywall screws are used 10 attach gypsum board to steel framing or to other gypsum boards. They have a Phillips head dealgned for use with a drywall power screwdrlvar. These screws pull the board tightly to the supports without damaging the board, and minimize fastener and surface defects due to loose boards. The specially contoured head when properly driven makes a uniform depression free of ragged edges. Correct setting of the nosepiece on the power screwdriver permits cor- recl countersinking of the drywall screwhead for proper fastener con- cealment with joint compound (see page 25), The three basic types of drywall screws, Type W for wood, Type 5 for lighl gage steel studs, and Type G for solid gypsum construction, are shown In Figure 24. Also shown are Type 5-12 screws for attaching NATIONAL GYPSUM TECH SUC. wallboard to heevier gage steel fram- Ing. Type W gypsum drywall screws are designed for fastening gypsum board to wood framing or furring. Diamond-shaped points on Type W screws provide efficient drilling ac- lion through both gypsum and wood, and a specially designed thread gives quick penetration and in- creased holding power. Recom- mended minimum penetration Into supporting construction Is !VII In. , However, In two-ply construction where the face layer Is screw at- tached, additional holding power Is developed In Ihe base ply which per- mits reduced penelratlon Inlo sup- ports 10 \7 In. Type 5 screws may be substituted for Type W. ~;,.."....~..... .~ 'l:~'" ...~ Type 5 ~ Typo 5 (PM hood) l~rxmt'~"""'f'I'l'"1"~ Type 5-12 ~ Type 5-12 (pon "-1 ~~ ., ~~~~-'.........~ ,., , , . n , , n '"_? lYpo G I~ ,'~ \ ~...~~ '~ -. -..- Type W Rg. 24 Typ. S ""raws shQuld pen.trat. elMl framing alloasl318 in. Typ. G ""raw. should penetra,. at least 112 in. into supporting layers of gypaum bQard to hQld tightiy, and Typo W acrow. should pen.trate all...1 518 In. IntQ WQQd f<amlng undor gypsum b<>atd. Type S gypsum drywall screws are designed for fastening gypsum board to steel studs or furring. They are self-drllllng, have a self-tapping threati and generally a mill-slot or hardened drill point designed to penetrate metal with little pressure. (Easy penetration Is Important be- cause steel studs often are flexible 800 628 4662 P.02/03 and tend to bend away from the screws.) Type G gypsum drywall screws are used for fastening gypsum board to gypsum backing boards. Type G are similar to Type W screws, but they have a deeper special thread design. They are generally 1 \7 in. long, but other lengths are avaUable, Type G gypsum drywall screws require penatratlon of at leest \.2 In. of the threaded portion Into the supporting board. Type G drywall screws should not be used to attach wallboard to 311 In. backing board because sufflclenl holding strength Is not available. Nails or longer screws should be driven Ihrough both the surface layer and the 311 In. base ply 10 give the proper penetration In supporting wood or steel framing members, Staples Staples are recommended only for attaching base ply to wood members In multi-ply construction, They should be 16 gage, flattened, gal- vanized wire with a minImum 7/18 In. wide crown and spreading points. Staples should provide a minimum of l>1lln. penetration Into supports. Adhesives Adhesives may be used to bond single layers of gypsum board direct- ly to framing, furring, masonry, or concrete. They can also be used to laminate gypsum board to base layers of backing board, sound deadening board, rIgid loam, or other rigid insulation boards. The recommendations 01 the adhesive manufacturer should be followed. They must be used In combinallon with naUs, staples (In mobile homes) or screws which provide supplemen- tal support. Adhesives, for epplylng wallboard flnlshes arll classed: 1. stud adhesives 2. laminating adhesives: e.jolnt compound adhesives b.drywall contact and modlfled contact adhesives Stud adhesives are specially prepared to adhere single-ply wallboard to steel or wood supports and are used with ad heslve naU-on 13 ~.36 NATIONAL GYPSUM TECH SVC. 800 628 4662 P.01/03 National.'1 sum COMPANY 1001 Rexford RIHIII, Cllflrlotte, NC 18111 800 National Technical Service 1-800-628-4662 From the Desk of Bob Ek rdek@1latloltalgypsllm.com TO 606 FAX# : DATE MESSAGE: Number of Pages Including Cover 'FAX# 1-800-329-6421 or 1-704-365-7388 Or ftnd us on the In,~ ,., ".et . h~://www.natfonalgypsum.com ~.38 NATIONAL GYPSUM TECH SUC. 800 628 4662 \:lIV"'~ \.lUII,;1\ 1-11::111::11 auuII allu 111- creased holding power, Recom- mended minimum penetration into supporting construction is SIB In. However, In two-ply construction where the face layer Is screw at- tached, additional holding power Is developed in the base ply which per- mits reduced penetration into sup- i> ports to V2 in, Type S screws may be substituted for Type W. _ -=- .,.'''tt.....I"I'T''..... ' RING 8HANK ~' _-- _ ._ _..,3> CUPPED HEAD }~~~~~R l--.-------- - COLOR PIN J B~~' ~'AIL .-..> ;,;...... f~l\t\r.t\r,t\\',~ Type 8 g. 23 Nails used in drywall construction have in, 1/4 in. diameter heads (some cupped). nall.headed nails shown are colored for use ith pre decorated wallboard. These are used :cording to Instructions of the manufac- rers. ~ Type 8 (Pan head) ~~rn~Y;'\'M~ , Type 8-12 ,crews Drywall screws are used to attach vpsum board to steel framing or to ther gypsum boards. They have a hillips head designed for use with a rywall power screwdriver. These ~rews pull the board tightly to the .Jpports without damaging the oard, and minimize fastener and Jrface defects due to loose boards. 1e specially contoured head when roperly driven makes a uniform epression free of ragged edges. orrect setting of the nosepiece on Ie power screwdriver permits cor- tct countersinking of the drywall :rewhead for proper fastener con- ~alment with joint compound (see 3ge 25). T.....- ..L..___ 1_ ~ . - ~ Type 8-12 (Pan head) t'i-:rt-'f-'~""'i-'~~-'f,~')-';r~ Type G :~~~.'\'\~~ Type W Fig. 24 Type S screws should penetrate steel framing at least 3/8 in. Type G screws should penetrate at least 1/2 in. into supporting layers of gypsum board to hold tightly, and Type W screws should penetrate at least 5/S in, into wood framing under gypsum board, Type S gypsum drywall screws are designed for fastening gypsum board to steel studs or furring, They P.03/03 \:lYl-'lSum u penetration threaded pc board, Type G d be used to backing be holding stl Nails or 10 driven thrOl and the 3Ia proper pe wood or stE Staples Staples a attaching b in multl-p should be vanlzed wir wide crowl Staples she lVs in. penel AdhesivE AdhesivE single layer Iy to frami concrete, 1 laminate ~ layers of deadening other rigid recommen manufactu They must with nails, ~ or screws v tal support wallboard f 1. stud adl 2, laminati a,joint c TOTAL P,03 NATIONAL GYPSUM TECH SVC. 800 628 4662 YIVtll:j "I un; 1\ ..,tI II till CIlIYII QIIY 111- creased holding power. Recom- mended minimum penetration into supporting construction Is SIa In. However, In two-ply construction where the face layer Is screw at- tached. additional holding power is developed In the base ply which per- mits reduced penetration Into sup- ,~ ports to 'V2 in, Type S screws may be substituted for Type W. ...3 ,....:-' .......~""..rt'~r- ' RING 8HANK ~--_.~.~~ CUPPED HEAD }~~~~~R )---------..- - COLOR PIN ] B~~' ~'All -.:> ,...... ,. g. 23 Nails used in drywall construction have in, 1/4 in. diameter heads (some cupped). nail-headed nails shown are colored for use Ith pre decorated wallboard. These are used :cording to instructions of the manufac- rers. .crews Drywall screws are used to attach vpsum board to steel framing or to ther gypsum boards. They have a hillips head designed for use with a rywall power screwdriver. These ~rews pull the board tightly to the Jpports without damaging the oard, and minimize fastener and Jrface defects due to loose boards. 1e specially contoured head when roperly driven makes a uniform epression free of ragged edges. orrect setting of the nosepiece on Ie power screwdriver permits cor- tct countersinking of the drywall :rewhead for proper fastener con- ~alment with joint compound (see 1ge 25). Th.- .L...___ I_~ AdhesiVE AdhesiVE single layer Iy to fram! concrete. 1 laminate ( . layers of deadening other rigid recommen manufactu They must with nails, ~ or screws v tal support wallboard f Type S gypsum drywall screws are 1, stud adl designed for fastening gypsum 2. laminati board to steel studs or furring, They a.joint c -- . .... TOTAL P.03 ~t'~",",r\rr\lr~ Type 8 ~ Type 8 (Pan head) 1t-f.\"r<'r\r"lI~r'l'\'rr~ , Type 8-12 ~ Type 8-12 (Pan head) ~ ~ r'i-i--r''"'i-1-'f-'~~-'~'1-.t;r 'l"1::> ~ Type G :~~~.~'-(--,~ Type W Fig, 24 Type S screws should penetrate steel framing at least 3/8 In. Type G screws should penetrate at least 1/2 in. into supporting layers of gypsum board to hold tightly, and Type W screws should penetrate at least 5/8 in. into wood framing under gypsum board. P.03/03 YYIJ~ulII u penetration threaded pc board. Type G d be used to backing bt holding stl Nails or 10 driven thrOl and the ate proper pe wood or stE Staples Staples a attaching b- in multi-p should be vanized wir wide crowl Staples she 518 in. penel Ileah.V-Glo -now offers an option for those lOO1lingjor the$1WtlOOk of a Heat-N-G/o fireplace, bllt can't accommodate a gas or woodbuming fireplace - The BlectraFJre. A FIREPLACE ANY PLACE ',,',' Heal-N-Glo now oilers two 32" Electraflre electric firepl"",,: Models;.2B and', 32E-l\L, 'fIt€se two excitlijgfilllPl~ allow you all of the !\Wi looks Jiuil quality <If a t1eat.N-Glo ili1lplace evenwbet1 you: ate U~~lll ":~~.J.~ gasorwoodbumillg.Botli~lremQde1s<imbel ' . ~yWh~~},l[1!lat~~l$atiere~~\\l~They 4!l,i, b<$'ooms,~. entertaloM:nt:centers or in ap~nl$, u4os, tOWn~ and even moblleh(llneS. AnElectraFilll,oo.mpfeti: Witll.SU~ and moate\, can he lnsllllled within an hour. What'simire. they are~ ~lljet1i can take thclr E!ecti-aFite Wi~llhem when they mme or tlieY eall mnverhe . brilliantlOokota g1oiV1tig ulllPlace to another room if Ill\!)' choose. ' For tbose with an existhlgmasomy or zero clearance fireplace, the FJectraFires are retrofittable for most Si7.es. A BEAUTIFUL SIGHT TO BEHOLD The Electral'ires will create the instant amhiance of a real IVoodfire. Each offen; fOUl" l~alistic logs and an adjustable flame brightness, Whats more, the 4,800 BTlJ heater can be operated via a built-in them">;1at control, maintaining a cozy room temperature. Model 32E-XLfeatures ~Ul ndjustable flame action controllo change the mood di"I,1ay€d by the ffrt'jllace, It also features a realistic sand colored brick . refrac~)ly and beautiful glowing embers. SAFE AND INEXPENSIVE T<!> OPERATE Both ElectraFire models are 100% efflcienl widl a 4.800 B1'U heater. The heater hm; an <lV\lr-heat protecti<)n device built right In. Operating the Electral<lreWitllOUt its beater is a perfect option for wann ni1!h1s and in soutlleni areas where you would like to enjoy tile beautiful glow of the fill'Place -mthout the heat To add to the con~~ Ell!CtrJlli~~'ll1 be turti~;onand offWl1b an optional hand.heJil remote controL . .:' Electral'ii~ ri,lOdets are extremely inexpensive to operate (only $.ll4lhoUf to $.07/honYoh lis highest heat setting), depending on 1ourarea.. ~tiOnally; tlley are'ltl/ULC approved, F"1~.sI~ ~ 'lS;;J. - ti9/J-07S'E . ~t- 51 n, Q1 (i'......-lg) HEAT.N-uw No One Builds A Better Fire llEAT.N-t;W, a dMsion olllearth Techrrologies Inc. 6665 Vi. II,! 13, MimlcapoUs,MN 55378 (612) 89O-8~67 Fax (612) 890-3525 llmall us at: info@heAlnglo.com VI.it our Web.lle at: htlp:llwWw.bealnglo.cofil STANDARD FEATURES OF / MODELS 32E 8: 32E-XV' "'" ' > " ,'" ,", " ,,1:'" 0~ Four piece realiStk!l6g.'let; , 04,l\flO llTlJ heater , ',. Reaterwith.over-h.at !Jf\lI\lctiOll ;:.ll1l11i'I~~l\l1.osl"t ' · Mj~le,lWhelmgbtn~ , ;' Selirute healer with onlo!f(()ntrol . Decorative flQQI slllndard , . Optional reinote COlltrolfor !\Wter COll'ltnience (RC-El.EC) . Oplk)!v<i! poliShed brass, polished chrome or antique hrass strips (PB-32-4. PC-32-4. AB-32-4) . UVULe IIsled AODITIONAL STANDARD FEATURES OF MODEL 32E-XL V . Adjustable flame action . Sand colored hrick refractory . Glowing embe!$ SPECIFICAtIONS I 1, HI!1<lHT FROHTWtOTIIIBACKWlDTIII DBPTH I' I 'MODEL '", , GL.AS$stZE ~,' f.,Al;tunl -f I'1amll$ 'AllIlIal{Framlllg Actlll\llFraming AC!:ual,IFf3mtng! laaEr'JlE:.xt-r ~li/f I 30lns 36 I 37 1"241.'11 3'l' .!12$<C 1 1311~ ' 'l9x18~~ \ I-If),T.N41)j reseNl:lS the righllO updl@unit$periodicalt'y. R8wtenctj ,dil\'leMiOO$ ,Of1ly; We lewmrn'II!1(f maasuring indiVIdual units atlnstallalion. B-ELECTAARRE REv. A 5Jge . BUtLDI~E~~~-~~~J~ 1, ~2..S;OO"6'.' I ~.~ ~ Bu"rl'~!; F.Jrmlt Feesc..Oi., _ $.(.. 5. Z. Plan Check Fee" . l2'1 0, ~ State Surefl I "4Cle.60"1 Plumbing Perml Mechanical. PSftmt , ", ..:..-..:...-.."-,.,-;,.".....;.."""..... . (titg only $61;;.00 _, ~, Htg and Arrr$_€K)," '7i ',~00~ I _ ie.sot~::~::='~~;~:::i.:'~~: : I .' . 850.00 J, Park SuPPOrt Fee 'E!JrO;.!;~' " :::;:t:... ~ ~ ~!;.~~ I SAC %.O"''''''t~".,..f..:" Oog", , '" , ~. ;'.~T?ri~~tf::: '\PressureR~:~~:~til~~ . .<~jY-~i~r.;'~>;:ii~: ,~;~.: ::~:~' '~ec' tj'o-:"r# ~~o:~.~~,;~, 7 &( '. . '. : - . _ ',~ . I,F.. ',. ',: ,,' _:,i+*"'J:ii!; ., -"'100:00 Watet;j{o~Eee ".' ..... " Tree PreservatftifJ. osIP"'i. " . .-1 . uilder's De 1 Aii' '1;.:. ;~~ ..~' .j';;;.;~. ii . Other ", .,fio,,,"~,:<",':~' :~::::,,: 1....... ," _ ...... '~-'.-. - -"'~.,,~'''''.~~!:';~,,'H\r~~,'~!r;:! " ,. . _ " OrAL" -'~~~"i';'~t'':~':'Jlf~;@'..",.,- ~f:2~l~f:ii:?~-ii,~$~'ft1~~~'~c,~y.~,py:; '-'J':~:-;;'~,,;~: -:<,"!,~i::~~';"""." "'~ , 9524475036 16200 Eagle Creek Ave. Prior lake, MN 55372 ~ t;+> rj1fw RE: Creekside Estates Dear Mr. Hutchins: In our estimation the cost of the 24-unit building to be located at the intersection of Five Hawks and Priorwood St. SE is as follows: $80,227.00 x 24 = $1,925,448.00 Please give me an estimation of the building permit costs in relation to the above- mentioned number. If you have any questions. please give me a call at (952) 447- 5058. John Mesenbrink 7785 175th Street East Prior Lake. MN 55372 . Phone (612) 447-5D58 Fax (612) 447-5036 ~, 633 8884 FIRESIDE CORNER #5064 P.002/002 .I ~ i"" ~ ~ A.e' l\-S a-~~~ ~ ---- -X: 32E,32E-XL ELECTRIC FIREPLACE 35 1J2l901 MM; - 27 112l697MMll -17[~3'MMf-J 11 -, C' "" ~g: ~ f ~,~,.~ ~/",.-"' ~ ~ 31)COMM] , "'1~ SPECIFICATIONS H"'" FM1II,WIC'Ilt ~*Widlh Dopll, r 12 3/8[313MM) ( 29[731MM) 1---Z41/8{613MMi! I \ 8[203MM) 3GJ914MMl -"','...- 295/Bl7S2MMJ , I ~~'j . 12314{324MMJ ,-,"., 255/e{651MMI L Mpd.1 )2E.11&-X1. "... I J',' ' ........t,M .r..,.. em. I .,., MMI Frt~ ""'.....1 l?r.lIIi~ Ac~\,IlI1 Frnrnin! ~ .11 24111 .1 11.l~ Il)JlI 29..1113/4 .!l. ~ 29'11I VIlli!: ~edmwlont_ We _._ ,.. rnert$l.f..nd;..;!w.1WllnntnI4Duim '. J1 3[76.20MMr ' LEG 3' MAX. 121" HEA'J:lN-Gl..o . (~12)~' ..........beamgl..cmn A.1S .-.., ~ f[j) lE (G lE U Wile ij APR I 6 2JOi ~ SKARPHOL co GROup, ~~~RUCTlON . Preliminary Geotechnical Exploration for: Freedom Development Project: cvnOOO.Oll Creekside Estates Prior Lake, Minnesota Date: Febnaary 19, 2000 ;.-"~ - Chosen Valley Testing ROCHESTER, MINNESOTA , .~ ~ Chosen Valley Testing IIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIIEIIII Geolecblical C,'".', and Tosling'2130SouIl ;",.. .... SuiIe co' Rochostes. MN55IlO4. TeIephooe(507) 281-0968 David Ben L~~.L_l Development PO Box 1643 St. Cloud, MN 56302 February 19,2000 Re: r "';.:', .:" uy GeotedmiaJ EvllluatioD Services Proposed Creekside Estates Apartmeut CompleJ: North ofPrionvood Street at Five Hawks Avenue Prior Lake, Minnesota evnOOO.Oll Dear Mr. Bell, As authorized, we ...._.::.._..J e1eveu L..:,,- fur the ......_~.l apartment complex iu Prior Lake, Miunesota. This report summarizes our ,~..,:':,.,~i. Due to the.,.,;.,:..,:.., ry nature of the iul.....:oo provided, a nwnber ofa...._.....:oos were ..............ry and our..,...........;..ry is rather "'........J. The report is therefore reconsidered to be preliminary. Introduction TIle IIde8t nlllds I'OpOI't Is to ...... our resuIIs to tile dieIIt .. IIIe ... Jo&bl '.'" ".. tIIat led us to llI'rive at the '",:, :'.,.. aad ...".... .. ,;'.,.., ;". ,,,,.,1. SIace oar ," u.." _ oftea betcapleted before tile desIp, _pdoal are ...'.. .J, "_' aeeded to preplIrea, c. . Im'b.n'- aad to, ", :"". the dIda, A .....,/: ... aad I:, . ,.,.". reolew nlllds 0IIlIre doeumeut, IDcluding tile ........pdoas aad tile appeadea, sI10aId be undet1Ueu Imm , :, '. , .", UJIOD receipt. Scope: Seventeen proposed boring locations were iuitiaUy selected and indicated to us on a site layout from Freedom Devel. '.., ".. '.. Due to steep topography and tree cover, the number of t. ..:...0.. was reduced to the six (6) .. ....-'-~OD test and five (5) auger-type test borings. The borings were drilled to termination depths of 5 to 25 feet. BorIng Locations and Ef.. I., ' :. . ,.: The boring 1ocatioos were shifted as needed 'to' a..~_._~.._':"':.. the access con..;....:...... The .........'...:......., locations of the borings relative to the preliminary site layout are shown on the sketch iu the Appendix oftbis report. The sketch is a marked up _.........:~~OD of a plan from the project civil engineering and surveying consuItant, Brown-Herkenhott: Inc. Elevations at the borings were ....~...;.:d based on topographic contours on the plans and should be cousidered ;.-/-r....:...,... With the tree cover, relief and irregular shape of the western part of the site, relative locations of Borings B-9 through B-II were particularly difficult to estimate. Consequently the elevations of these borings could easily be offby more than 2 feet. c........ Valley TosliDg Rocbeoter, Miuaesota Freedom Development CVT2080.01l February 19, 2080 ,~ ~ Poge - 2 Geologic Backvound: A I"flIeduUClIl report is based on sabsurface data collected for the specific structure or problem. Available geologic data from the recJon caD help Jaterpretation of the data aDd is brief\y slUDIIIarlzed Ja this _D. Geologic maps suggest this area is dominated by mixed glacial soils with a knob and kettle type ............hy. The "kettles" are s ..:., ::s naturally filled in with silt, lean clays or organic soils - including peat. At the time of our exploration, the eastern part of the site showed signs of grading. Most of that area was rather flat, but ..:......~J sharply along the north V3 of the east edge of the property and along the north end of the east 1/2 of the ",,,..~.~j. We understand that part of this area bad been ~_..~..;..J for a building that was never bulli. Organic soils ......_:_.:Iy were buried outside of the planned building support area. We do not have copies of these plans nor ~_".....ction tests or other ..._..:. of the grading. The western part of the site appears to have been undisturbed and is tree covered. Two low hills exist in the vicinity of the bl,iltliT ".." .~..J in that area. 1bese areas are divided by drainage structures coonecting a pond south of the western area and resideotia1 properties to the north. SuhmrfSlI'f" IllItA MedIods: BoriDp 8-1 tbrough B-6 were perfomoed "'1 .-etratioD test" ,.." res (Method of Test D15l16 of the Americu Society for TestiJI& ud Materials). Tbis, ,..: Ire allows for the _.., ...:, , of iIltact soil ,', .:... from deep ill the groaad. With tbis IIldhod, a lIoUow-ltelll auger is drilled to tbe desired I, ,.""'" deptb, A 2-iDcb OD _pliD: tube is then screwed onto the end of a _pUng rod, iDserted tbrough the bole in the aaFr'. tip, aad tIIen driven Jato the soil witb a 1" ,." 1 baauner .,,:..1 , ., .. ,.., ly from a beipt of 30 iadIes above the _pIiDg rod. De sampler is driven 11-inc.... iIlto the soil, IIIIIeIs the material is too bard. 'I1le,.;" , ,~ are ,." . ,Uy takeD at 2 112- to 5- foot' .. ,.\", The core of soil obtaiaed is cJuslf'Jed aad logged by the driller aad a . " _.., ,ltlve portion is tIten sealed ud delivered to the soils e ",....,.. for review. BoriDgs 8-7 tbrough 8-11 were pel' " ' " ., atiag fIlgbt ...ger. The auger wu typically drilled slowly to a depth of ..... 4 feet lIIId tben paUed om of the groaad (widIout spbmiJlg) ill order to . " .' the soil prof'lIe ontheauger. IIeIowthe4-footdeptll,stratificatioawu .... .fbyreviewiDg., ,:,. r ,,'..,ttothe..rface by " . : , of the aager. A IiceIIIed Professieul ".,'. iIIg ill the area of geotedmica1 .,;.;,.. ring wu preseat tb ' , '", ,', the drilling, ill order to log the iDformatioa lIIId to collect . , ..'...,:". samples of tbe domiDant strata. Eastern Building Areas: 11. _:....... B-1 through B-8 were performed in the previously graded eastern part of the site. At the surfilce, all of the boring encountered fill. The fill consisted primarily of sandy lean clay, silty sand and/or clayey sand and appeared to be about 13 feet deep at most locations. The southern fill tended to be lighter colored in the upper 3 feet darlc below. The ~,..:C1~.:Y fill appe8ted to have concrete and bituminous mixed in the soil, making drilling rather difficult. The west edge of the graded area (Borings B-7 and B-8) bad shallower depths of fill, partly due to higher natural ground surfilce elevations (B-8) or lower existing elevations (B-7). Borings B-2 and B-3 encountered organic soils, including peat, below the fill. 1bese soils extended to about the 19-foot depth in Boring B-2 and the 15-foot depth in B-3. Glacio-fluvial clay was noted below the peat in B-2 and extended about the 23-foot depth. In B-4, organic soils were not observed although glacio-fluvial silt was observed below the fill and extended to about the 2o-foot depth. A1I of the borings tenninated in sands or sandy lean clays that were judged to be glacial outwash or glacial till. ClIosea Valley TestIDg Rochester, MiaDesola ........ Devdopm..t L vnOOO.811 Febnoary 19.1000 Page - 3 For the reader's convenience, the infonnationjust summarized is graphically depicted below. The results have been arranged from south to north. The log sheets in the Appendix should be reviewed for more detailed in:. ",,,,;00. 935 <: o I 925 iii tl E ~ Q. Q. < 930 920 ........... :~arUcs mGl. AuviaI Silt ~~:~:~:~:~' E1GI. Auvial Clay ~; BCIay Gl. Till E:lGIaciaI Sand BCIay GI. rdl DBeIow Boring 915 910 905 126 543 7 8 Boring Number lI' "',;. BloI...i. Areas: Borings B-3 through B-ll were performed in the """~_" building areas. Of these, only B-3 was in the area previously graded. That boring......,~.....J about 6 feet of granular fill at the surface. The other borings en<:. ,.'" . J about I 1/2 to 2 1/2 feet of clayey topsoil at the surface. The l ,.,:' ..'. ing soils were dominated by rather dense glacial till, consisting primarily of silty sand and some zones ofsancly lean clay. All of these borings enc_"..._,~_.,..J cobbles or boulders in the natural soil. Such an o:'~__;;on limited expJoratjon of Boring B-IO to a depth of5 1/2 feet. For the reader's convenience, the information just summarized is graphically depicted below, The results have been arranged from east to west. Again, the log sheets in the Appendix should be reviewed for more detailed in'L.",;l>n. 935 <: i 925 iii tl E ~ 8: < C-. V.11ey TOIliIlll 930 ................................................................................. ..............._.................._.........~ r:-~:.:-:-::::::::::: _'~ :~:::::~~:::::::::::: "-;;j..II..~... H ~~~~~~~~~~~~~~~~~~~~3 .. ~-------_.-----_. IIITopsoil .FiII .CIay GI. Tdl .-"~ - E:lGlacial Sand .CIay GI. rdl DBeIow Boring 920 915 910 905 9 10 Boring Number 11 8 R, :,.....,MI__ Freedom Development cvnOOO.Oll ,-. February 19, 2000 Page - 4 Penetration Test Results: 'The _ber of blowl IIeeded for the .......er to advuce the pea ..' , .-" test ....pler is an indicator of soil cbaracteristia. Tbe D " '.oo of blowl to a I, ,. .. the"...." _ 1 foot i. called the, _ .... ,.-.. resistance or "N"-value. 'The results tend to be more meanincfuJ for natural ... ..", I soil.. tban for fiU soils. In fm soils, compaetion tests are more meaningful The soils in the borin8s were typically frozen at the 2 1/2-foot sampling depth. Penetration resistance values ("N" values) in the fill ranged from 5 to 22 blows per foot (BPF). These values suggest the fill was likely placed with some ."'""r'rove effort, although the highest values are attributed to the concrete and other materials in the fill. Resistance values of 7 and 10 were noted in the peat and organic soils, suggesting some w...... ..Jsion and strength~ of the peat bas been achieved by placing the existing fill over the peat. "N" values in the natural soils ranged from 6 to 33, with most values being about 10 or more. These values suggest the granular soils are typically loose to medium dense and the cohesive soils are rather stiff to hard. GroUII!, ", ,~.., Data: Dorial tile drillinl ' ' .." ,:, '. the drillen may note die p , _'..."oo of moisture on the IalllpUnI inltnuDellt, in the oo, ..~,." or witlIia die borehole. These 0..... .,:..", are . _. . !II 011 die boriallop. TIle water level may vary with '.. ., . r, time of year uti other factors and the " _ .. ..oo or m-ce of water durial tbe drilling Is IUbject to inte '.. , OOoo ,:. ' and Is DOt .mays CfIIIChuive. Wet or saturated soils were observed at depth in Borings B-1 througb B-7. The moisture was typically observed below the IS-foot sample. The water levels "rr........J to be near elevation 917 on the site datum. Whereas the top of the peat soils in Boring B-2 was near elevation 919, long term water levels are assumed to be closer to elevation 920 and likely higher. PrQject Design nata ElICb Itrncture .... a different loadial oo. . fl,., , ,.- ,. and iIItauIty, different ..' . _ '} and different structural and perfOI1lllUlCe toIeranees. Tberefore, the ,"OO .' 'oo . ' , , : . I espIoration wIU be _, ,.', . I differently from one strncture to another. If the initial : " , ..', re sIIouId d1ange daign, we Ibould be engaged to .. ,. _" these conditions with ,.."...1 to tile PreYllilbll lIOiJ condldou. Wltllaut tile .", ' "" ity to _ ,. .., any such cllanges, die , .. , , . , , " eIIdatioIII may DO loager be valid or appropriate. ;..~. The r"."...oo development is to consist of two- or three-story apartment buildings with _.i."o-w'.JDd parking. Specific building loads were not known. We would expect column loads to be at least 150,000 pounds and perhaps higher than 250,000 pounds. We a...._..~J a pld'",.OO foundation bearing pressure on the order of 3,000 pounds per square foot or higher. Preliminary plans indicate main level slabs to be at elevations ranging from about 931 to 933 on the project datum. Basement level grades are then assumed to be around 920 to 922. CboseII vaUey Testlag Rochester. MlDnesota L .. ,:, .. Developmeal cvnOOO.Oll ~ February 19, 2000 Page-5 Analysis and Recommendations These . ., ' " _, datiODS are based OD the ", "'. ,,' atiOD from the I, .,'..,. Some variatiODs should be expected dUMe grading. WbiJe OItimating earthwork quantities, it slwuld be realized that some suitable soil will be .... . J by the equipment ,!, _ ,dr to enSllre complete removal of unsuitable material. The cost of the el<C, , , ,:", and rill placemeort can also be a1fected by the method of measurement. Bllildinr Areas Corrections for Eastern Buildings: Prior to our exploration, we were told that the organic soils were likely buried beneath part of the site. Based on the t .....,.;, this seems to be the case for the southerly building location. The peat and organic soils found are higbly c.___r_"".:ble. We. .".......:nd completely removing the fill from this area so that the organic soils may be excavated and then discarded oft'-site or in green areas. The glacial sands and clay glacial till which d.",:..,,~.J at depth will likely be adequate to support the anticipated foundation loads. J: "r ..,4 011 foundation loads and elevations, it may be necessary to removed some of the glacio-fluvial silts and clays (situated above the outwash sandslclay glacial till and below the fill or organic soils) frcNn footing areas. These materials are generally more c.....,.,....:ble. The need for such ~_.."...:ons will depend heavily on foundation loads and elevations as well as locations 011 the site. Extra deep ~_.......:.:oos willmore likely be needed if foundations are close to these soils and for those foundations bearing beyond the existing piles of deep ~. The lack of organic ,.......,:aJs in the northeaster1y building area suggests it has been partially ~""w;...J. Because the borings explored a very small part of that area and for lack of documentation of that work, there is a risk that organic soils exist below the fill that were not explored. This risk is not normally acceptable for housing. A review of any _...~__.:.. frcNn that grading ........::00 along with test pits cou1d be used to better assess this risk and the need for removing the fill. Due to the proximity of the foundations to water levels (see subsequent sections of report), we are of the opinion that the lowest fill should have to be replaced with clean, freo.draining sand even if the organic soils are not ...........;. On this basis, the question of remova1 seems to be a moot point. C( ,.. ..~ , "J for Western BuildiDp: Prior to exploration, we were unaware of any grading in the western area. The borings suggest this area is !..:.."~,,J by rather dense glacial sands and clays. Corrective work in these areas is ..........:.M to be limited to topsoiI.:..:"r:~&' Lowest Slab Elevati4las, , : Based"" " ~,r,j~~n:rd':"'" Ian, we assume the lower level slabs will be near elevatioo920to 922. '..r~ ....,..'..' appear to be nearelevatioo917, and yet the elevations of the "'o!f"':c soils suggest a past I" of at least 920. With the _.....~ Lj~.",~'on, we rec..,"..,..j that the design include an, " '" "," ',." . Additional research (potentiaIly with piezometers) are .....c._..,.....Jed to better assess-- ~er ' ' levels at the site. The westerly borings did not encounter such moisture, possibly because the soils were too tight, because the elevations were more difficult to judge, or .. .."h~..s since the easterly borings were in a more natura1 collection area. It is assumed that nominal precautions would still be made in this area. Grading: The deep ~_..,,~;:ons for the eastern sites are ...'......~;:d to tenninate within or close to the water table. Clean, freo.draining sand should be used as fill from this level up to slab elevation. Sands within 2 feet of slab grades should be particularly' clean, to filcilitate the undertIoor drainage system. The western building areas do not appear to need as such lIt.o......:,'I: treatment, aItbough a clean sand fill should still be used to aid concrete paving and provide some ability to remove water if it does b....__.. trapped between the slabs and the underlying glacial soils. Chosea Valley Testlag RodIester, MIDDesOta Freedom Development cvnOOO.Oll "- Febna.ry 19, 2000 Page. 6 Clean sands having less than 10% particles passing the #200 sieve are the preferred backfill materials for basement walls due to better drainage and lower earth pressures. The existing fill is not vel)' clean and included over-size material which could be cL._:..._.....;aJ to walls. If it is used, foundations wilI have to be designed for much higher lateral ea..::..._....sures and a layer offree.<lraining soil or drainage panels will stiI1 be needed directly against the walls. The .'""_... could consider mining sands from at depth on the site. However, the cleanest sands were rather deep below the site and generally below the water table. L....:..::._ will more likely be required. P..........ts and IJtilitiH Utilities: Based on the borings, the utilities would be ........;.J to typically bear in the fill soils (eastern part of the site) or in glacial sands clays. The soils would be ..........;.:d to be suitable for utility support. Ideally, the peat areas would be avoided, to 1imit potential for long term settlement of pipe sections. Pavements: The soils CI1COl.._...'.J in the borings are considered to be geoeralIy suitable for pavement support. Ideally, any large size cobbles or boulders should be removed from the upper part of the site, lest frost action force them up through the pavements at a later date. Peat soils re!1I"inil1g at depth could cause "birdbaths" as these soils settle over time. It is not generally practical to 1..._. ,. peat from parlWig areas. The more typical practice would be to grade these areas as soon as possible in the ..->dction .._........., wbiIe delaying paving (or plaeemeDt of the final coarse of pavement) as late as possible in the project. The intent of this sequence is to allow as much ~..;<:!___....: as possible to occur before paving. Based on the soils types present, the effective R-value of the subgrade is ........;,d to range from about 12 to over 30. We _...,......,....J blending and re-,,,,,,,'.',cting the soils l.~... paving as well as test-rolling the subgrade. CnnctrnrtMn T~~ and Dnrn.........mnn All building excavations should be evaluated and documented under the direction of a geotechnical engineer and ., ,."WOO tests should be p<afu.med 011 the fill used in support areas. The project civil consultant may require testing 011 uti1ity badcfill and below pavements, and/or may wish to be ... ........: for the test-roll of any pavement subgrades. The structural "I1gi"""~ may wish to have or be obligated to have other tests or :...........::...s on .,.... .e,..._,;,. of the building. AIthougb our firm provides ...,::_'" and L......::oo services to facilitate these requiremaIts, the design r...i......:ooaI Mr .....:lJle for those aspects of the project should be consulted in ._.:& to the extent or n.........:;1 for such services. ~"lnlll.~ and CondmnoM In general, the dominant natural soils below the fill will likely be suitable for this "_.;,,,;, Buried peat and ~,--=. soils exist which dictate that the existing fill be removed. The organic soils seem to have been removed from those areas of the _..ih......;.._~ site that we were able to explore. Total removal of the fill is the preferred "t'l'....ch in all areas (to confinn the organic soils) and it appears that groundwater considerations will require its removal regardless. Again, some of the natural soils below the fill and organic soils are marginal and will need to be evaluated in ............ detail when more design :" .6-" ,,,:on is available. The western sites appear to be undisturbed and suitable for foundation support with minimal w......::oos. Perimeter draintiles are ...."'_.._.~ for all sites and we .,....__.......j an u.."~oor draintile system for at least the eastern sites. Some additiooaI study is ,'..........mded ..~.._..:...." water level fluctuations with regard to lowest foundatioo elevations. CboseII Valley Testing Rochester, Mbmesota Freedom Development CVT2000.0U ~ February 19, 2110O Page - 7 C',' '_, . ,'.' ";''';'"."J.",~~~~B;nJJJ '~\m~' . 11 j~l~ _~'''' . . , ' " ..,,:Ia. ~~y have to be "",' . ,. I. Reuse of die fill ISI1Cir ,..led below the buildings and will require 8fl'11cturl1l ,modifi"ah"<lS and extra drainage features if it is used as 1)011 . .'- waU baddiIl. The fill is more suitable for parking areas and green areas away from fuu ",,,,,'. ' KWIt,IIkBIIy. m., .:,.. n . wiD lhdill1rilhaot be ,I" ." ill daellppel' part ofpawchreas. Gravity dependent utilities should ideally avoid the organic areas, to limit the potential for future settlement. Avoidance is not possible in paved areas and removal of these soils is not likely feasible. Sequencing the grading and paving ~,...."":DIlS would help reduce long term settl.............. If this project will ,..........J, additional .....~...lmical evaluation is stroogly rec . """..ded to assess geotechnical aspects of the site relative to the plans and design. Additional or deeper borings may also be necessary to more fully evaluate the stress zooe below interior column footings, qualities of the glacio-fluvial soils and/or to provide additional water level data. Level of Care The opinions swnmarized in this report have been l!i..........;:d in acc:.."J....... with the standard level of care provided by others performing these services in this area. No other V._'_I is made, Remarks We 'Tr,...:ate the cbaDce to provide professional services to you. If you have any questions about our findiT or .........,.-IatiOllS, please call us at (507) 281-0968. S:.............:/, Chosen Valley Testing Certification I hereby certify that this report was ,......~..J by me or under my direct supervision and that 1 am a duly registered --+..... under the laws of the State ofMinnesola ~~ . PE R....,:.;_"":oo . 0 18983 Date: February 19,2000 _. Ch.... Vaney TestiDg Rochester, MiJmesota ,- ..= ~ .. 1a 00 = o .- .. = ~ o ~ /)() = .- J-. Cl = 'r I ~ / = I " . ~ ._- -, ~ ..... .-t . : .....- - .-w. ,------' - ; ~ LOG OF,..QORING ~, CH... JEN VALLEY TESTING PROJECf: 2000.011 Design Phase Geotechnical Evaluation Creekside Eslares North of Priorwood St. @ Five Hawks Ave. Prior Lake. M:"'.".... BORING: B-1 LOCATION: See location sketch. Elev. ..m.O Depdt 0.0 ~, ;.;- ~- o ~ 928.0 5.0 ffi I-- - ~ - t: Q2' - &l IQ- ~ ~ ~- z' - o f:: <- ::> :-l 920.0 13.0 ;: SP IQ "'.. It ~-: ~. r ~,. ~ Ii; - ~ ~."VI2.S -,?I~ 1--- ~ l1. IQ - '" ffi- !!J. ~ - ;;- ~- ~ ASTM D2487 Symbol DATE: 2/3/00 ",,'.. Description of Materials (ASTM D2488) Fill: Sandy Lean Clay. with a lI1lce of gravel, brown and dark brown. frozen. x,o FILL: Silty Clayey Sand. brown. dark brown and ~ black. moist. '"b > " u ," /'~). '"J:. <', "".-". ),;";0,' xV POgRL y GJlAJ>EP- SAND, mostly fine to mO!dimn grained, with a lI1lce of gravel, brown, moist to 17 feet then water-beariDg. medium dense. (Glacial Outwash) End of boring. Cave-in at IS feet after auger removal. Boring backfilled. I SCALE: I" = 4' BPF IVL Tests or Notes I ~ 7 I ~ IS I r7 ~ 13 I . ~ 19 All ground elevations .,..jmA'~ from a pre- liminary site plan from Brown-Herkenhoff E:. ",,~'.,. at 8-9 to B-11 may be off by 2ft of more. , I~. LOG OF fH>RING CHO~ ~N VALLEY TESTING PROJECT: 2000.01l Design Phase Geolecbnical Evaluation Creekside Estates North of Priorwood St. @ Five Hawks Ave. Prior Lake, MinnPcn!a BORING: B-2 LOCATION: See location sketch. Bev. ~O ~ 929.0 ~- ~ ,,- ~ !e- ~ - ~ ~- u '" pJ,- Q Q z- < z- o i= <' ::> i 919.0 ~ ~ - o u. m <" ..I ... Q" ~ ~' '913.5 < 1;;' Q ~- 1-- ~ ~- pJ 909.0 III re 907.0 ~ - ;;- L II! ASTM Depth 02487 0.0 Symbol 3_0 13.0 185 CL 23.0 SP 25.0 ,DATE: 2/3/00 C......,;....;on of Materials (ASTM 02488) FIll : mostly Silty Clayey Sand. brown. frozen. FI1 I: Mostly Silty Clayey Sand with some Silty Sand and Sandy Lean Clay, dark brown to black. moist. .....)0., " , >> I \?~, ~ .1, PEAT, with fibers. black, moist to wet. " .' (Swamp Deposit) ~ '~ ~, ~ ! ,\ ~ '! ~ !-.EAN L'LA Y. with a trace of fibers. wet, ratber W stiff. ~ (Glacio-fiuvium) ~ ~ ~~; ~:.~" POORLY GRADED SAND. mostly fine to medium grained, grayish brown, water-bearing. loose. , (Glacial Outwash) End of boring. Warer at IS-foot depIh after auger removal. Boring backftlled. BPF WL ~ 15 ~ 7 ! ~ 10 I ~ 8 r I SCALE: I" = 4' Tests or Notes LOG OF BORING -- CI SEN VALLEY TESTING PROJECT: 2000.011 Design Phase Geotechnical Evaluation Creekside Estates North of Priorwood St. @ Five Hawks Ave. Prior Lake, Minnesota I BORING: B-3 LOCATION: See location sketch. ASTM EJev. Depth D2487 929.0 0.0 Symbol - . - ~- 8 ....- o z :i- ~- III >- t: 02- u lL o o ~- z_ o j: < - ::> .... 916.0 13.0 :> III ~ - lC ",- g- ... Cl -911 ,~ Of . ..,... ~ Cl - ~ t; - Cl ~JR>lls I DATE: 2/3/00 Description of Materials (ASTM D2488) .. FIlL: mostly Silty Sand with gravel. with cobbles and or pieces of c___. _".. moist. ", Very bard drilling 2- to 5-foot depth. ,. ',", xx " >> I V"'..... """" from 7112 m....._. ;.(. v, Occasional bard drilling to 13 feet. CL ' , SANDY~CLAY.withatraceofgravel. ~ brown, moist, bard(G1acial Till) ~ ~ ~ .>;;: sp, " "l'J. Y GRADED SAND. mostly fine grained, greenish gray, water-bearing, mediwn dense. (Glacial Outwash) 17.5" 2.03" ( ) J- gj. ~ ~- ,,- L GO ~ End of boring. Boring backfilled. I SCALE: I' = 4' BPF WL TesIS or Notes x23 f X 33 ~22 ....... LOG OF P...ORING CH(. ~cN VALLEY TESTING PROJECT: 2000.011 Design Phase Geotechnical Evaluation Creekside Estates North of Priorwood St. @ Five Hawks Ave. Prior Lake, Minnesota I BORING: 8-4 LOCATION: See lOCation sketch. E1ev. ..219.0 - ~- 8 .J- o I~ ~- t: 02- t.J gj- Q C ~- Zoo o i= ~. -916.5 ~ - ' ~ DC- It e ~- Coo ~ r ti- Q 909.0 :( CXlIl ~ I- .. DC o Ill- DC Ill- ~ ~ - iii_ L s. DATE: 2/3/00 I SCALE: 1. = 4' ASTM Depth D2487 0.0 Symbol 'g ~ )Q.; v'~ ;. .,.) )> ?- I ~~ ~. "} ~;:.) D ....~.:...:.m of Materials (ASTM D2488) FI1 J: mostly Silty Sand with traces of concrete and billlminnus, brown and dark brown, a trace ofrOOlS. BPF WL TestS or NOleS . ~ 10 I : 116 125 _ ML mI, mottled gray and brown. wet, loose. (Glacio-fluvium) ~: 9 20.0 '10'\ ,-CL.. ';, 10 SANDY LEAN CLAY, with a trace of gravel, grayish brown. moist. rather stiff. (Glacial Till) / - End of boring. Boring dry 10 cave-in depth of 18 feet after auger removal. Boring backfilled. LOG OF (H)RING CHO~ ...:N VALLEY TESTING PROJECT: 2000.011 Design Pbase Geotechnical Evaluation Creekside Estates North of Priorwood St. @ Five Hawks Ave. Prior Lake, Minnesota BORING: 8-5 LOCATION: See location sketch. E1ev. 93LO ;:"' 9211.0 8 ..l- o Z Si- ~- ~- t B- la- c c ~- z - o ~- ::> ~-9IB III "'- ~ ~ ~- D- o. ~ c- ~ Iii- o ~ ::210.5 1-- ~ 11I- '" Ill- ~ ~- iii_ L !'l Depth 0.0 13.5". SP 2<IT 3.0 ASTM D2487 Symbol ~ ;..,\1 "x' X, '. , DATE: 2/3/00 I SCALE: I" = 4' Des.,...:,_ of Materials (ASTM D2488) FII J .: mostly Silty Clayey Sand, brown, frozen. flY,,: mosdy Silty Clayey Sand with a trace of gravel. gray and dark brown, moist. .... .- ~ "',x. ':>6 '>0 ~>...> " . POORLY GRADEQ. SAND, mostly fine grained, with a trace of gravel, brown, moist to 16 feet then water-bearing, \oose to medium dense. (Glacial Outwash) End of boring. Boring backfilled. BPF WL Tests or Notes I I ~ 8 ~ 5 I ~ 10 I ~ 12 J - ~ 11 4.. LOG 0 F""'O R I N G CHL~EN VALLEY TESTING PROJECT: 2000.011 Design Phase Geotechnical Evaluation Creekside Eslates North of Priorwood St. @ Five Hawks Ave. Prior Lake, Minnesota I BORING: 8-6 LOCATION: See location sketch. DATE: 2/3/00 I SCALE: 1"=4' Elev. Deplh Q'VlO 00 ASTM D2487 Symbol Description of Materials (ASTM D2488) ,--><; FII I : mostly Silty Sand, brown, moist. BPF WL Tests or Notes - . '"' 927.0 3.0 . 8 FIlL: mostly Sandy Lean Clay, with a trace of ..:1- gravel, brown and dark brown. moist to 9 feet ~22 0 Z "- then wet. ~- >X . . ~- ., '". . ., ~ - . '. ~>: ~ I t:l - fa. - 6 Q ~ Q ~'- )<)/~ Zoo >:> 0 " i= ~ <- ::> 917.0 13.0 ..l , OL ORGANIC SILT, with fibers, black, wet. ;.- III (Swamp Deposit) '" - - 10 g 915.0 IS.0 ~ fa SP SILTY SAND, mostly fiDe grained. with a trace !- of fibers, with seams of Silt or Silty Sand. wet, I ~- "- loose. ~ 6 ~ - (Glacio-fluvium) No sample retorned from 17 ll2-foot depth. 0- I ~ Iii- ~ 9 0 ..::..: _ Seams of Silty Sand or Silt ~ ""9ll9 .S 2(IT r- !-- End of boring. ,.,,-- '" ~ Cave-in at 16-fOOl depth after auger removal. III - Boring backfilled. '" ffi - ~ ~- ~ ;;- L .. ~ LOG OF~ORING ChvSEN VALLEY TESTING PROJECT: 2000.011 Design Phase Geotechnical Evaluation Creekside Estates North of Priorwood St. @ Five Hawks Ave. Prior Lake. Minnesota BORING: B-7 LOCA nON: See location sketch. DATE: 2/3/00 I SCALE: I" = 4' ASTM Elev. Depth D2487 924.0 0.0 Symbol ~ >=- o e ...l- e z SJ- ~ Ul f-o- ~ 917.0 t: 02- u '" Ul. o o z- -< z_ e f:: 912.0 :3 ~ '910.5 Ul !!E -909.5 ... [2- f-o :i - Q, o. ~ -< o. z -< I;; - o ~- f-o_ ~ Q, Ul . ~ Ul_ ~ ~- ;1_ ~L l!! :I r......... ~,)D of Materials (ASTM 02488) FIll: mostly Silty Sand, fme grained, with concrete. brown, moist. I BPF WL Tests or Notes . ~; ..") 7.0 I SM saTY SAND. mostly fine grained. with a trace of gravel. brown. moist. (Glacial Till) ,I 12.0" " I SC ,': CLAYEY SAND. mostly fine grained, with a I 13 51 ;,0 trace of gravel. brown. wet. . ..J SF .::.<; '\ (Glacial Till) . f I 14.5 I ',.. POORLY GRADEP- SAND. greenish gray. wet. _I \ (Glacial Till) f Refusal on obstruction. Boring terminated and backfilled. ;...... LOG OFr-ORING CHlJSEN VALLEY TESTING PROJECT: 2000.011 Design Phase GeotechnicaJ Evaluation Creekside Esl8les North of Priorwood St. @ Five Hawks Ave. Prior Lake. M:'_".~".A BORING: 8-8 LOCATION: See location sketch. DATE: 2/3/00 I SCALE: I. = 4' E1ev. 929.0 Depth 0.0 ASTM D2487 Symbol Description of Materials (ASTM D2488) :: FlU.: mostly fine grained, with a trace of gravel, brown. frozen. BPF IVL Tests or Notes '926.5 2.5" I fl!J,,: mostly Clayey SalId. with a trace of gravel, brown, moisl. >- 8 -l - o ~ ::i" ""923.5 5T ~, Q;10 -6.fi. _ .,.."CONCRET'E r '" SM ',', SaTY SAND. mostly fine grained. with a trace ~' - of gravel. brown, moisl. ii: ' (Glacial Till) u 13 - c c 919.0 10.0 ~ ~.- i= <.. ::> ~. > '" "," It '" I!:! ~,. c- ~ c. ~ ti" c ~- ....- ;. gj- ~ .u '. . End ofboriDg. Boring dry upon completion. Boring backfilled. { ~. ii_ L .. LOG OP"BORING Ch0SEN VALLEY TESTING PROJECT: 2000.01l Design Phase Geotechnical Evaluation Creekside Estates North of Priorwood St. @ Five Hawks Ave. Prior Lake. Minnesota BORING: 8-9 LOCATION: See location sketch. Elev. 9220 -920.5 ;:;- 919.0 8 -l- o Z ~'- '" ~- Ul >.. Ii: ;.- u 13- o o z- < z - o 1= <- :> -l <- > Ul '" - ~, 907.0 ., ~ :s- A. o. ~ o . ~ I;; . o z- < E-_ '" o A. Ul - '" l:j- ~ ~- "- L q DATE: 2/3/00 I SCALE: 1"=4' ASTM Depth D2487 Des~, :.-..:~_ of Materials 00 Symbol (ASTM D2488) OL :-:.. SANDY LEAN CLAY, with a trace of roots and I I 5' : j gravel. dark brown to black! frozen. - CL ~ \ (Topsoil) r - ~ SANDY LEAN CLAY, with a trace of gravel. 3 0 /~ b fro . _;. \ rown. zen. SM . (Glacial Till) SH.TY SAND, mostly fine grained. with trace of gravel. with occasional cobbles, moist. (Glacial Till) BPF WL Tests or Notes r I I I I I .,',,\ . '.i , , I :'1 :-! 15.0J End of boring. Boring dry upon completion. Boring backfilled. ;..'t.. lOG OF'~ORING Ch""SEN VAllEY TESTING PROJECT: 2000.011 Design Phase Geoteclmical Evaluation Creekside Estates North of Priorwood St, @ Five Hawks Ave. Prior Lake, MinneSOla BORING: B-1 0 LOCATION: See location sketch. EIev. Depth 924.0 00 . DATE: 2/3/00 I SCALE: I" = 4' ASTM 02487 Symbol of. - BPF WL Description of Materials (ASTM 02488) SANDY LEAN CLA Y~ with a trace of roots and gravel, dark brown to black, frozen. (Topsoil) Tests or Notes -921.5 25" '" ,.. - <:> o ..J - o z ~ ""918.5 '" f.. - '" > - Ii: ;:- u 13 - o o z- < z - o ;:: < - ::> ..J < - ~ '" - o u. ::l f.. :s- ... ~- < 0- z < 1;;- o z- < f.._ ~ "'- '" "'- '" ~ 8- .. ;;;- L 9 _ SMli Sll..TY SAND, fine grained, with a trace of i I' gravel, with cobbles t .6:...."-.6 at 3 1/2 feet. - i , (Glacial Till) 5:5" lJ' .' i Drilling into cobble boulder l .6:"'.:"6 at 4 . -" ,lI2-foot depI:b. r- Refusal on obstruction - pr","mllhly large cobble or boulder. Boring backfilled. LOG OF---BORING C.....JSEN VALLEY TESTING PROJECT: 2OOO.011 Design Phase Geotechnical Evaluation Creekside Estates North of Priorwood 51. @ Five Hawks Ave. Prior Lake. Mi.......,,~,).....J BORING: B-11 LOCA nON: See location sketch. Elev. Depth 926.0 0.0 924.0 2.0 ~- Cl o ..:1- o Z ;:a- oe Ul 1-0 - Ul > - ~ 918.0 8.0 U '" Ul- Q Q z- < z_ o ;:: <- ::> ~- > Ul oe- 1t 911.0 '" Ul 1-0 <- ..:I '" Q- oe < Q- ~ 1-0- '" Q ~- 1-0_ oe ~ Ul- oe ffi- ~ l!- ~ ,,- ~- 9 DATE: 2/3/00 I SCALE: I" = 4' ASTM 02487 Description of Materials Symbol (ASTM 02488) OL -d - SA......I' ...BAN CLAY. with a Irace ofrOOlS and :- gravel, dark brown 10 black, frozen. :- (Topsoil) SM Sn.TY SAND, fme grained, with a Irace of gravel, with cobbles l.,;,:"._.:...g at 3 1/2 feet. (Glacial Till) BPF WL Tests or NOles I . CL ;:~ SANDY LEAN CLAY_ with trace of gravel, <:~ brown. moist. (Glacial Till) I 15.0 End of boring. Boring dry upon completion. Boring backfilled. JUH-21-81 THU 88:38 AM ITCO LAB "DUFFY PIT" /"-. 612 873 2269 P,81 r IJco INSTANT TE~TING CQMPANY 4000 BEAU D'RUE DRIVE. EAGAN. MN SSI22 PRONE: (6 t 2) 454-3544 . FAX: (612) 452-1826 rune 19, 2001 Mr. John Messenbrink Messenbrink Construction 7765 175th Street East Prior Lake, Minnesota SS372 ~E: Lot 2 - creekside Estates (East) Prior lake, Seott County, Minnesota ~s an addendum to our letter dated June 14, 2001 for the certification of 2 lots within the referenced development, we are submitting additional documentation and opinions. Initial soil engineering activities for lot 2 started on October 14, 1998, with a request to evaluate imported soils and conduct density tests on the material being placed and compacted within the northeast section of the development site for a proposed 61 unit building. At the time of our visit, no formal inspection' was requested and a site grading plan was not available. Testing was conducted at 4 1/2 and 6 feet above the existing base. The tests, conducted at the east and west sides of the fill zone, indicated 95 and 96 percent of standard proctor respectively. On May 3, 2001 a inspection was conducted as the lot was graded to proposed elevation. Our records indicate that the lot was above planne1 elevation and required a cut of 2 feet in the rear and 4 feet at the front, Shallow handauger probes indicated well consolidated granular soil within the pad area. On June 18, 2001 a B 1/2 - 9 foot handauger probe was conducted near the centerline of the building pad. The soils were granular in content and firm full depth of the probe, Based on the subgrade elevation of the pad, (approx. 7 1/2.-feet.)..-above the__surrouncl"ft':" ~"pogr.aphy_~_we have assumed probe penetration to an elevation where the original natural soils would have occurred. No organics or unsuitable soils were encountered, and no ground water was observed. A density test conducted at subgrade indicated 95 percent compaction at 146 percent relative moisture. In our opinion, the observed soils are acceptable, although high in moisture within the upper 3 feet of subgrade. With material within acceptable moisture limits, we would expect loadbearing capacity. currently _F Chg: .612 - 32 Miles #605 - 2 1/2 Hrs. JUN-20-01 11:21 AM Ins~an~+T.stin9+Co~ ,"";\?: '1 .~ ~:1 612 452 1826 ,""ANT TESTING COMPANY " ''''''~1.I D'Rue Drille. Eagan, MN 55122. (651) 454-3544. Fax: (651) DENSITY TEST REPORT '. . .);. .1\i~ 8:30 1m ~' Reported: Junl 18, 2001 ' Fl-'d Tlchnlelln: GIllY 8t1Indllh, lteo Inpllel o.nsily Tilt " II .',;h-~ , LaQlllln: 1D Bldg 2 Ctlllerl.lne IlfHII c.tII Below 13l'l1d~: VIsual Soil ClIi..: ,'q ,1; :) l . h :;.t ;.' ',j q, r ,...' CUM Numblr: , ~t MoIMuI'll. , a.tlrnum Mel-e11I1I' ,',! ...,.,-. MOilltul'll PI,?ln!;, Field DensJtv, PCF, ',',.' , "'t ' .MlIord MD:lmum Drv Oens"v. peF:, , .' ftelollYe DeMItv. p~~n!: R.!aU1~ Minimum: .' 'hit 1-0 , , "~,"T~ .:. ..~: f.> .01 il30l5 .12 o 1 o '.Ii: S\lborode Loemy ..nil wtlh GreveI 11-01 13,1 1.0 '48 120.8 .27-L....._.. 15 15 ('~M~ $Igftotl C.rI Ander.on, Prof...io".1 En_nee, . III P.03 , r, ~. "~"~' :'t,~,+?' .t~:(:' .1..-::. .\".', ':"" Ii " :rV~" t> .::'.:,::\ t,~~, ,:'~'f:n;' };~.I~~:' ~", '."' ,[<" \.:- ,i:,:. :;.i. . MESENBR I NK CONSTRUCT ION .' PHONE NO. 9524475036 Jun. 14 2001 03:27PM P2 dl ";,~..:'. '- , " ;-,.'.', :'il.l,.: 2DOl ",<...i. ~. < lJ':r:::I' : , " ').. ,:' i: lil:" !'If: HR. JpHN KE8SEBBRINK '}:,:) i~: ~Ullt: CONS'l'RlJCTION '~,y' ," :I. 75TH, STREET lAST :F~;,:. ,:.. x.:UB,. KUINSSOTA 55372 ~'l;. :::: r: . .;:'J"SIDIl l!!!'irA'l'ES (EAST) - LOTS ~ AND 3 00,: ':r.ilJtLAXB. SCO'!'T COUNU. HINIlEIlO'l'A :':,:. :~'(r(, . : .', , ' ' :' HIt, M~SSENBRINK ~~:t . ~~: ~ ; , .' , : hi...J.' . YOUR It!Qll!ST. In. AU FUItNISHUIG THE rOLLOIUIIO AStE': '. . t!1,0I POR TilE !:l(CAVATION AND BACKPILL PLACI!:!) 011 till _ '1' .. , t. BLoTS WERB CONSTRUCTED AS PIR THB REVISE!> GaAnl.G ~~; H. 2000 I AS PRIEJlAlli:O 8Y BROWJl HBRKENHOPF I lie.. BHGI " " ," -:' " INSTANT TESTING COMPANY ,4000 IJEAl! f)'RlfF. D~IVE' EAliAI\. MN ~~122 ,'PHON!!: ~51..4~4-~~44 . FAX, 651-.S1.IR26 ...., .i' .,", . ~ . l'l'~LE SOILS Wlltl!: !XCl\Vl\TllD PROM Tlolll: 80ILDIIIG PAl) .: ".;:01" , ' , 3. WI'l'H INSPKC'fIONS COftDl.lCTBD BY INSTANT '1'IsnWQ ..' ..' ::;,:1 01 AND MAY 1, '1001 RESPECTIVELY. OUR INSi'SC'l'IO,,'OP'i ,'. 2 . ':',. ~l) '1'0 e ~GBR iRons CONDOC'I'IUI NEAll so.. ;' . . -flIT" 'II"'''' APV!SEO us TIlAT A T!S'1' PIT ,IVA ,ION ......i 101 S CONDUC'l'KD DURING SOIL CORRECTIONS ~D.IU"f ;:; ~~, ,:~.,\,":,. DtIilT POR LOT 2 INDICATED A,CCEPTASL& GRl'.HOr.AR SOILS ;"~ ,:',OI"",.~.., .. . .I,~. .' . . l '.' ;j~, " , :. ~ I4BatE EXCAVATED AND INSPECT!D TO FIRM 5UI'1'I\II1.I I' ~r,..AlJlt ::: , W'1'H BNCINEl!:RIi:D FILL AS PIli. 19-0 OB' THE R.U,!). RX lt~~ ' ":~I..C:TIDl( TlSTS WiRE E'ERFORMBD IN ACCOlt.DANCI WITII A, <~"..M, "1.q.. . rii:~ ::...i> COllE: D!NstTY ). ALL nSTS M.!T OR I!:XCBIDBD ,as RI~."'EIl";; ~i, g,. ~!la~ENT or S'l'ANI)A!l.D PROCTOR. A. 51 , T . H. D -, u ,." ", '" (: "';::::~l'.. . . ,',~ ,".'>' :.OOIlD WA'rii:R ELEVATION OF III 7 .0, DETERMINED 'l)URXlIC i'~ : " " ,'... ;s" Il(I),ICA'1'ItS A CLEARANCE OF of. FEET OR OR'EA'1'I:ll. '0 '1'..LOW..t,> , ,,'IoN "!THIN TtlB PROPOSED BUILDINGS. ' + ',1& "'I) ~N '1'BJ: ABOVE, III OUR OPUIIOII, THE BUILDING PAD PILilo rqa .', D ~TS IN CREEKSIDE ESTATES IS ACCEPTABL! AND cODFelNa'ro , . OF ,111-G FOR ENGINEER!:ll FILL. . /2~- LJI1 ; (~-, (-. ~~./" CARL J;, AN.DJ!:/tSON. ~".!, . Rl!:OISTRATI0B .UHB":},~73',;, '. ;:.~, ;<~. ;i:'~" ..:.:.;' ~' '. ,k".,.... '.. :;'. ~I~.' .< kD. '.;/i ,. _~ ~l"'~ \J.,I I.c.., I I' f oJ V.c..1 VW V I I I. ""'... ,.""'~...... I ""'..,.....-W- /"", ~S()JA-' Depllr1ment of Administration ARE YOU READY FOR AN ELEVATOR INSPECTION? The following Items are most often incomplete: 1. Is two-way commLlnlcatlon provided and working? Is there call..jn and call-out capabJllty? Does it include emergency operating Instructions with elevator telephone number? (A,D.A. compliance Is required.) 2. Are the smoke detectors Installed at each lobby and In the elevator machine room? And, are the lobby detectors zoned? There is to be no built-in time delay, Verification is not permitted or allowed. . 3. Will the smoke detector installer be at the inspection to conduct the required test for the elevator Inspector? Have Phase I and II been tested to assure proper operation? 4. Has all eqLllpment and appurtenances not directly related to the use, function, or operation of the elevator been removed from the machine room and hoistway? (such as non-related ducts, piping, conduits, and equipment) . 5. Have you provided and installed a wall~mounted fire extinguisher In the, machine room located by the door? 6, Have you' provided a machine room door closer and self.locklng lockset? (Door must be normally openable from inside machine room). 7. Does your machine room lighting provide 10 foot candles of fluorescent illumination at floor level? 8. Is your machine room door assembly properly fire rated, smoke sealed, and labeled? 9. Is your machine room the same fire rating as your hoistway? 10, Have you provided a hoistway vent (3.5% of holstway or 3 Sq. Ft. minimum, per elevator)? Venting required for elevators having a travel of 25 feet or more. Building Cod.;s and St.nd.rd. Divi.ion, 408 Melro Square Building, 121. 7th Place East, St. Pllul. MN 55101.2181 Voke: 651.296.4639: F.x: 651.297.1973: TTV: 1.800.627.3529 and ask for 296.9929 '-'- ''-'' ",- ........,....... .." 11.__ ''1_._'-1 __'_""T /'- 11, Have you Inst.'allled a gr/lle (or fall protection) In the hoistway vent? Burglar bars are to hold 250#, 12. Have you Installed an emergency key lock box on the designated floor at the elevator lobby? And, have you provided the proper keys, Including: machine room key, fire service keys, vent key, and hoistway door unlocking device, floor cutout key switches, and any door that has a lockable door lock going to the machine room? 13, Have you provided emergency fire signs (Appendix "H") with the same size colors and verbage? 14. Does your machine room venting have proper fire dampers In penetrations? 15, Are smoke dampers Installed in machine room venting, If required by the U.B.C.? 16, Have you provided a clean and dry elevator pit and machine room? 17, Have you provided GFCI protected outlets in the pit and in machine room. all receptacle outlets? (See #26 for scavenger pumps) 18. Will your holstway and machine room ventilation maintain normal operating temperatures (550 . 900 F;ihrenhelt)? 19. Is your hoistway vent switch labeled and key operated? Hoistway vent, openlclose key removable In closed position. Does It have an end line switch light? (Device must be provided with visual Indicators for open and closed statuI. Operating device to be located adjacent to fire control panel, If provided, or the elevator lobby of the designated floor). 20. Has elevator floor covering been Installed with proper flame and smoke spread? 21, Have you provided elevator machine room door Identltlc:ation "Elevator I:quipment"? 22. Are enclosed lobbies in and completed? (When required by U.B.C,) 23. If enclosed lobbies are not required per U,B.C" then are draft curtains installed for lobby separation? ;a-.. 24. If sprinklers are installed In machine rooms or pits, are guards and baffles Installed? If sprinklers are Installed In the holstway or machine room, are heat detectors Installed and connected to a shunt trip breaker? 25. Sump pumps. If provided, shall not be on a GFCI protected outlet. (Sump cannot be located In pit or machine room). 26. Scavenger pumps In pits shall be on a single non-GFCI protected outlet In pit only. 27. Car lights and receptacles shall be on a separate branch circuit (15 AMP) and the overcurrent protecting device shall be located In the machine room and lockable. 28. A separate branch circuit reqUired for the machine room light and receptacles. (LIghting cannot be on load side of GFCI). 28. A separate branch circuit Is required for the pit light and receptacle. (Lighting cannot be on load side of GFCI). (August 11,1999) CITY OF PRIOR LAKE 16200 EAGLE CREEK AVENUE S.E. PRIOR LAKE, MN 55372 SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE Project Name Clf<~ ::Slot;. G/~,~.5 Location ~<r '3- 13t-ccl<- t:PW~ 'P1tJ ex.. LA1"-6 ~ . SPECIAL STRUCTURAL TESTING AND INSPECTION I Specification Section Article 'Z.'tDO $/00 3~...c:> (;;'DO/W1tl , ("/oa Description Type of Inspector (3) Report Frequency Assigned Firm (4) 7'"A S-"'c:.'Y r4 ; ;S'fi'L -rA $01L. Co"""~"H ~~ 7lfi$'T" ~6 c:!A-SI U</.\l.L/a~ I P/!b-I~ ' ~/~~ / ~t74-r1DoL"""4-. ;Sf>uNf:) //I-"'PA tr ~7Ifs:- A:H:t6a..L~ . ~..c MOUN ~S,,(... ~c..o!:-o.I~or .5~_ /'''In :1,A6L M~. v ........ I Notes: This schedule to be filled out and included in the project specification. Infonnabon unavailable at that time, to be filled out when applying for a building penni!. (I) Use descriptions per UBC Section 1701, as adopted by Minnesota State Building Code. (2) Special Inspector - Technical, Special Inspector - StrucuraI. (3) Firm contracted to perfonn services. A WLEDGMENTS Each approutGte re r gn below: Owner:/,1'.....-::; Finn: ~ ~~'-. Date: Contrii~: inn: ::>k).tt.p/-M.. C!Pl-l-fr /.fI4.Date: Arch~~ Finn: f::/}.1 APe JI. trG"(" .:T:> Date: S Finn: L.Ai2S0H ~f::r. Date: SI-S: (\ Finn: Date: TA: ~'J' ~ y. 't;1)~ F~: A-1H~ --rtftft1Jr Date: (g 1;)'7/0/ SI-T: Fmn: Date: TA: Finn: Dale: S~. Finn: Date: F:~K~ Finn: Mt>t../fo./ PI26~ Date: l.,1'l.7/01 F: I ~ Finn: Date: "The individual names of all prospective special inspectors and the work they intend to observe shall be identified. (Use reverse side offonn if necessary.) (/ ) IJJ/{) / (;/i..,/o/ ?/~h, t. . '2.'1. .<>, Legend: SER ~ Structural Engineer of Record SI- T ~ Special Inspector - Technical SI-S ~ Special Inspector - Structural TA ~ Testing Agency F ~ Fabricator ... ~ft- Accepted for the Building Department by Date , SSTI.DOC Construction Standpipe Requirements Provide a Class ill system without hose requirements. This is to include both 2 Yz" and I Yz" hose connections on all levels. All standpipe outlets shall have caps with chains and hose valves. The PlY shall be locked in the closed position. All water flow valves shall be locked in the open position, except the hose valves shall remain unlocked and closed. The standpipe system shall be extended as construction progresses to be within one floor of the highest level. . I\Y'. ;..,. ~UCTURAL 1NOCJD CORPORATION 4000 LABORE ROAD. ST. PAUL. MINNESOTA 5511t1 . PHONE (651) 426-8111" FAX(651) 426-6859 WATS (800)652-9058 FrolD: IlY, STRUCTURAL WOOD ~. ',' .RATION p~csrMILE COVER LETT~ JON ERICKSON DIlAl.!A .....Ak!T1N13 MANA13EA Date:_ 9-1-tJ/ "'1;)00 L..SOAli -.0. . ST.I'AUL, M~ 5511D . P~O~E (651) -'26.e,11 F,u (1.11 428-6&89 WATS CIOOl 6&~-S05S , t;h - :)'"'(~ ~f71 Please Deliver The Following Pagers) To: Faxll~9cc:l... ~~1-1f17fs-;.ame: l2:~rL I J/uml6~ Location:_~'';'" LA.~-&r;L- From: ~...,...J G;~K::,.......) Total Number Of Pages ~ Including This Sheet If YOU DO Not Recieve All the Pages, Please Call Us Back. ~<:1~ ,- <:;- /C a7t:~t::, ~~ ~.s-r-A-"-e:-:5" - f/LfE>A-$~ L~""- ~r;: ~Ot-fj ;r=- 'Y7,J.1$' IS I#~ /.;J ~'7c" A.A..4 flO D rJt"),d /~)A-.L ~", <= .L:>_ / ;4.A-AJ ~S -Jo;...J ~,~ KOA1 I'd ZSE'ON d~OJ crOOM ~~lJn~lS Wd~0:I I00Z'v 'd3S .JIiAC.j f' -.- ~'" ~ To: P"u~ l.J;:"~ID CATEI et:!lllOI TIIIII!:I S'Z.....e PM PI'''''' 10..4 . PFS Corporation 2402 DAltIE1.S STftEET MAlllsdN, WISCONS'N 53704 TELEPHONE, (&081221.3361 FLOOR-CElLIWG ASSEMI~Y J'IRll BJ!DUJIM!:S TEST Asm 1-119 FOA GAHC;-IIAI~ srs'lEMS, INC. KIAKI, .-LORIDA ~ p .~_.""I'- .~-" .--"-."''''....,i.;' , - . Test. Dat..: Test 11:I., P~o::l.ct. NO.. Witn...", OfUc1al Rep:.rt Mo., 2nd~rahce Rat.ibg' :F1nUh !laUng, :ro:.tal Loa<!, o:ype of Fllilure, ~STC lIe Rating.'" L I. MCod I-Joists 2; Iralltloud 3. Bloelr.in<l 4.. P1Y-od 10/Z4!85 FC-38D It-US PFS CD~poratiQn PFi "FOrt No. 85-\15 1-J1Q~r 4.3,5 aillut... 'D paf Kone 2 Lay..r. of 1/2 ill. Gypclret.e ~ , ..._--_._~\ .... .,. 3 .rif cor t.hieker lIe 67-71 41-51 pad . Carpet. 'Cushion.a, Floor gypsUIIl wallboard lSTC lIC U-48 61-11 .1-45 42-46 wit.b 3/4. in. S!I.'C: 55-5' 54-51 COWI-=-............ IOlf S1DIMAR.Y 11.25-in.-aeep, '-'/2 In. flaage.. 3/8 in. orient.ed .traQd board web., 1~-tt,-5-in.-long. spaced 24. in. o.c. and fast.ened t.o 2-by-e-ill. b.aring plat.a. vit.h,ed =omnon nail.. 2 layers of 1/2 in. gyplllllll wllllboard t:n>e .SMooG. !'lie ba..e layu' fastened. 24 in. 0.",. ..Ub 1-1/4 in. t:rpe IS ,!ypsUII 'rywall &er..... 2he raDe layer fa.telled 12 in. o,c, witb 1-7/8 in_ type S gypsUJIl drywall acre.,s, 1'tIe but.t joints .,.re reinforced. using 1-1/2 in. type G ~ryvall screws 12 in. o.c, ana placed 3-1n. back from t.he butt joint.. The 1-'/2 in. t.ype G screws were staggered t in. from t.he type S. 11.25-ill.-aeep-by-22.5-in,-long Wood-I jOist sections plaDed bet",," t.russe. and toe-nailed wit.h 8d COmNOn nails, 19/32 in. tOll9ue and groove flooring installed perpendicular to tr~.s.s and fastened wit.h f4 COmmon nailS. & in, o,c, at all l...,at;;onl. .~1 iT~ in;l~lon of attachment (..J ~.~ Kirk GrUndahl, ..t. Director - ~.chnical Service. of gyp..... .,.1 1 I,pal:tl l.IS in!) re!oLll8ll.t c!:l~~:lQl. ~,.:__L~~ Erwin t. Schaffe~~h~~E~ Vice President - Laboratorie~ I i ~. Z'd ZSE"ON d~J aOOM l~~LJ~LS Wdl0:l 100Z'17 'd3S ,-. ~ ! /4. 9 . av! STRUCTURAL WOOD CORPORATION 4000 ~80AE ROAD. ST. PAUL, MINNESOTA 55110 . PHONe (651) 426-8111: FAX ..51) 426-6859 WATS (800) 652-9058 FroJll,: I\Y! ,J' I " .JCTURAL VIIIOOD CO.,, .. RATION FACSIMILE COVER L~TTER JON ERICKSON DI!ALEA MAAI<ETING MAIIIAOER Date: 9-6 -I') { 4000 LABORE ~D. . ST. PAUL. IYN 551 1D . PHONE (OS1) 042f1.1l111 ""X (851) A.2....51 WATS (8001 e5:Z-90S!! Please Deliver The Following page(s) To: r- Fad 9s-J - tf~'7 - ~~'-tS;-:aJll,e: ~~.,..- Location: a.';"'J D1="~ ~ft{ FroJll,: . '--.jc~ , Total Number Of Pages ~ Including This Sheet J-/II7CJ )h~~ r--' ,./ ......... , ~ , a.. fC.....S t:::; ~ If You Do Not Recieve All the Pages, ple~se Call Us Back. -/CiSE:TCT- SJk-=-rS ~r2 ~"1 A-~G" /z'""~~n;;~ -7 0- ~ 7e...... "':5S47Cb ( 4-.$/{lE"$'T.S AfA J at -fN.~"'rS L-I') ~ ~ ' ~ .I"'t!;t.. ~J cy;;- }t:';"'J.h <jo)u.~/A;)6 ~~b/~""- .t'htnc e;""r'l/~ I ' i - -=~ /S.5Ur ~-,...,-..:z:- ~~(rh:>-<.J "'9J!.~' !.,.- o'lntll ~ ~~ .41\ IS.sM~ _~~~c.-~ --r--1Ifk:;:- (I-"J.1fO~~,r:;1~" f'Q~ ?t.I'~'r?-;'..J/~ ~,...- /.< "";M'nd., g"YL:>>)h' cr'#G' ~CJ~ J#J11i?" A-J'/l:Ji'3lf AI''/-, ~t: r-t"''=' -t...." ol:..!C?:b.. Y""'k l'!.ot..(,oQ.lJl!;".()f J$,r;.L~'r7''F"IG-.P &.c:- ~,~"] 'YJI..r:; ~<; ,.ii'-S7 - P41A- ., <J.I~f- -) I~<~'" t4..<. A- 7rLIJ(!It(I~e:::. ~.u/!r/. - ~~ /.t)&llC ~~ r=;'tC.. ~A-"'r"l:'/f::.A-t:.. 73xll<!./~;:O I ~ (J~P.fi.l.1!o; 1I;t}i:.- JUftr:~ ~t.A.Ptflc..(II-I.)"'rt...r ';=:;-IT:.. ..,-11-(5'" ])/S7'7CI/:re.< 'r"DJU ~ r rkt:>frc. .A-",Hy~~tc"coF ~A-'o.>. ...,-)l-t: d:~~A-,/DA) (o'r ,,Ate .-:.,,iwli.~"r2-f'tr~c... iL/~ ~~A~p... #A-..5 --,e-l!>r,cA-eG"'l> .,.-,.h= ""$L.o e../C ,'AJ c. ~II-AJ&"L~ J!a.sr l:Jk4<<)/,oJ&./ .:S'/Io~i-.j a. A-.sSl;>,....,rsl=,S ~ /J1:l"r ~e6tl>f;;:""" "":J':5E:".A'KI..J~, ~~ )lsrA-ILs _8/,'d'<, vE~'O~ j(I>C~t/MI 7d~J....-::lao';UM:C:- I!J.<JF.< Ho~ tJ6"/l!.uJ<iP II-.I.Hi1r,l.OSt.rJ.. o l~~nlJn~lS W~90:" ,002'9 'd3S 7' "PH PERFORMRNCE RHHO RIM BURROS .~.\ A tUn boaltlis the wood compellent that ll1Js the 'pa"" between the sill pblte and bdtmm plate or a wall o~ in stcond fioor coostrUctlop., between the top plate and bottom plate of two wall sections. The rim boat<! mUSt match the del'th of the framing membm betloVeen floOT> or be~en tile fioor and foundation to function prol>er\y. In addition to suppon- ing the wallload5. the rim boaltl ti... the floor joWLS together. It is an inregnol cOm- pOt1etlt in an engineered wood systeln becau,. it tnlnsfel'S both lateral.nd vertical bealing forces, r- WhUe lumber has been the uaditional prodUct used for rim boanls. it is not eompatible with the new gcntI'lltlon of wood I. joists used in floor constrUction, Wllh the increasing ust of wood I-joists, a demand for comp'.tibl. engineered wood rim b_ds has rosulred. APA l'erfennance Rated Rim Boards can be manufactured using pl}"'lood, eriented str8nd boaltl (OS)!), gluedlami- nated timbcr (glulam), or laminated Vl:l'Ieor lumber (LVl). Th..e englneeted wood rim boards havE Jess shtinlc..gt than lumber and ~atch the d.el'th or In this "PP1IaJ/jon. ." llIISinemd wood lim bo4'" is w!dl1<d b<_lIicfOUlltia/idh lill platt CIIId th.j1ooru......n..cticm. Th, rlm /JoaYd..cl/dI<s d1,dqnh ofth.l:!olsts Used in tht jIoor fmming. B/Z'd !7P.I7'ON APA The Engin..rad Wood Assodati"" ~ " ' wood I-joistS and other cnginc=d wood ftatning products. They are available In t..-.gths up to 2'1 fcet, depending on tlte product used. Most M'A Pelformance Rated RIm Boards are structuntl-USt panels that .... manufac- tured In ac<:ordancc with the P.ifotltlU"ct: Sl1Jhdard Jor APA CWS Rim Board! and IobJ~ntnry ProdlJtt Slo.ndards PS 1 or PS 2, ot APi\ Stortdanl PRP-10B. GJulam rim bolll<is are .. n:sawn grade of glued lami- nated dmber manufactured in acc:oltl= with the Pciform4na Stohtlanl jor APA FWS Rim Boards and ANSI A190.l. The ''''101'tTldtIC< Stortdanl for APA EWS Rim Boards meeLS or exceeds the requirements given in the ICBO ES Acctptonct: Critctio for wood-Bosecl Rim Bm Produ<:ts. As glued engineered wood products, APA Rim Boards ha~ gmItor dimen- sional.tability, higher strength, increased srnlctunll n:liability, mare consistent quality and a lower tendency to d1eck or split IMn sawn lumbet Connection Ra:quiJ:unents (See F'I'lre 1.) 1. Floor sheathing to APA Performanc:c Rateclllim Board - Us. ad nails (box or common) at G inch.. O.C. C4l1tion: The hori:zontallotJd cap<ldty is not n=sarl!>' il1mllscd with. rkmascd ""il sp<1Ling. Urldet' no arcurnstal!CtS ,hould the lIdil sl"'dng be l<ss titan 3 inch.". Th. 16d (box or common) nails used to conneet the bottom plate of a wall to the rim d~J aOOM l~~lJn~lS W~90:ll l00Z'9 'd3S ~ ~ FIGURe! ATTACHMENT DETAILS WHERE 111M BOARDS ABUT ~ Id hail. at 6' .,c. \Iw>icall , ..J ( t I ~4rJ I II II II II (1) ad rtc:til to,,:l lJ l:Ind bottom :: :: (i)'pical) !! ! I -----r---' " " " Rim Bodrd Joint - .Jt, ,jt, ...... -i ~~.,.,~ ad t..-nail. at 6' Q,O. '(-::r.~ Ill'" Boarel Jalnt a-... Floor Joists or Whs.n UoecIllS Slarler JollI ~ ~ j '" '" lJ iii ~ 5 z '" ~ I; I I III ~ FIGURE 2 TOE-NAIL CONNECfION AT 111M lOIl.D . ~ i !:l ~ l5 ~ ~ I ~ ~ '" Q o ~ --,j'-- RlmBoclrd--,- 30. I r-.-,- " t/3 ---L- ~ ~ I ~ " 'i bomI through the sheathing do not redtice the horizontal load capacity of me rim board provided that the lid naU splICing (Sheathll\g-rim board) Is 6 inch.. o.C, and the 16d nail spacing (bottom plate..heathing-riIrt board) is in IICcorclancc with the prescriptive ",quire- ments of the appllcable code, 2. ~A Petformance 1<atcd Rim Iloard to I-Joist - Use [WC lid nails (box Ot cam- mon), one oach intO [he top and bottom flanges, This is typkal for rltn bolUd having a thiekn... up [0 1-118 [ncha. A j I , , 1 8 ~ I ~ ~ , ~ I 8/E'd vEv'ON ". ""01 Board Joint- ~ ,. ...., 1 l~~J " " " " " .. " " " " 1.1/2' ~~: h 1-1/2' Rim ......'" JoIn! at c:...... FIGUlll!3 2X L!DGER TO RIM Bo.t>RD ATTACHMINT DETAIL W.ather barrier ~ 2-4 gdlvanized o~~~~. ~ st..1 washer. for l~dC.". Ctl"lk b......n .po"''' and fl".hlng. 2,ledger 1/2M..diClm.+-r lag tcfeMI ..i1h 11 nomlnollongth of .- or mon" In.rHo" m bo1h Upper ond la""r fallen_,. into the rim boord II 01.. p.rmiflcd, lag bofl 'Podng '" b. del.rmined by dosig" ..rticcll I1nd Icderollol1d. E>dvnd floshlng bolow 2. leaGer and over .iainQ. Weo1hcr bl1l'r1.r ..... larger noli stze may be required by [he I"joist mmu!aelUttr or lor thicm rim beard ptodUClS, 3, APA Pmormance Rated Rim Bollni to SUI Plate - The-nail using lid (bex ot common) a[ 6 Inches e.c. 2 d~OJ crOOM l~~nlJn~lS Sh.othing ~A Rim Board " NoI., '1111. seh.molk d....."Il1s . ~n.hvdfan detail nKOInrn.ftdwd b' aftachmJt1t of a Iecllt8t irt oreler 10 ayoid ,."."ncd d~ ~l'Dbl.ml 01\ .1ther the 1-1II1' or eth.r b\llldl"" <<trnponlrdL After ploclftg f1dahing, ""'Jlol"lll'llt hanlil 2I.1.dg.... D...II d.'IIrc1nee and t.~id 1101", rom.... :z. Iod..., <aulk hol.. 'OiIh hlslh o"1'filY ","lid"", immodid1.ly _pply Z. 1l8GQer ohd in.talllha 1cJ~ ~, 4. Attaehmr:nt ef 2" lumber 1.dgel!l to APA Pcrfcm'1ance RatEd Rim Boarcl- Use I/2-lnch-diamctet lag screws wlth a tnlnimum nelT1!nal length of + inches or I/1-inch-diilmeccr thTQugh.bolt:s with washers and nU3. In both ....., use a . c1c;sign value ef 350 Ibf per fastener if the rim board thic:kncss is I-till inches ot 300 Ibf per faslOner if the rim board thickness is 1 inch. (See l'Igut'e 3.) W~L0'" ,002'9 'd3S ~ STANDARD SIZES . ""A r.rrorman.. I\ated Rim ...... are .....lIabl. In th. followi"g "im.nSlOn., Standard Sizes'"' Thid.n...O"o:h..) l(b', 1_1/8Ib'.1.1/4,O"d 1.'" Oopth (i"ch..) 9-1/2. 11'718,14,16.18,20,22,24 l...llfh (Iwet) 8 to 24 (a) All Ilzu rtloy "ell be gvl2ilabl.. chllCk .ul:'plien far ....Qllobjlily. (bl PtedamitlClnl thlcknlUl. manufactu,..d by APA m.."b.,.. " ClU'ACITI~S APA ...."Drman.. Ra.... Rlln Boards h.....th. followi"g ....ian capadtia.'O), G....... t ' 'b) HICl ytd) Zlol PIQ '11:,) llbf/fll llIof/ll) lib!) (Ibf) D.pth IdJ Liml'atian (In.) ""24 "S18 18<":5:2. "S24 "s24 Rim Boa,d , , 80 2,750 1,650 300 3,500 ,- , /8 180 4.400 3,000 350 3.500 Rim Board plu, 1 N/"") NlAIol NIAll' N/A'" N/"'" 1-1/8 200 5.700 3.500 350 3.500 ~ ~... design ....Iu.. 0'" apP}lQllll. 0"'-' kI rlrr- bot:Itcl13pplicolidns (.. ~lil:lnca with th. COhnce- tian I1Iql,ll,-.menls 1M" 11'1 -this dowmerwt ClN! .hould rial bt u.... in the GuiCln of d bendlno maTbcr, ...ch Ql jollt, Mad..~, r"'.~ or .~.r. Th. deliD" yglu.. el" IIpplkabl. to 1M "~rm~ load r.luratloh 110 VO",,) lot _. p,,",udo _, lot tho harl....I.II..... ....rUto'..P.GcIIv wh,.h " ........ 0" tho .hbtl-Ilrm ~cI dllrallen (10 'mlr'lU"I). All wallJ... may be cidjul1M far ~ 1000d dlJratiOl'1s In Qcear- dQnce wilh Ih. Cll='pHedble co~.. . (bl tlrlWl .. Minim"," Ih~... fol" c1...lg" Cflpadti..I1II.d. Ie) Ii " lh. han_.IIoh"~ I..d tronolor capadiy. (d) V = "rhll begrin" tvel'tfeal) load. Cl:fj)Qd~ s.. Ap~lleation Na1a 1 ~.n lJHd as stetl'Mr iai.1s.. te) Z = Th.lcn.rql...lslol'l(ll O. q '12.1I'lch.~iam"'lQg MNW. I" f' ... TI'tII c:oneamra'-d JgdCI ~~lIdlY. n. tnOlClmum l;Dftcanlrated loCld d~ alDh8 dtIJ area bf th. Aeor ....wthll'lCl OQCWlI1M IUnt Board from it 3" ta 1 ~ lh l.,st1h. Th. _l'I~ lOad ~ ~ *,mulllllneousl, strIllhd qlahg with ~h. ednQntn:Hed lead CQpdclty. s.. Applkttl6en No.. S for oddftionall~H~n. ~ Th. mini","", thlcl<_1or ~ Ill.. ee..d Plu. ~ 1.118 in"'-. Cauticm: Th, lag "mv sh.uld be ihStl'ted in a leod hole by ttlthihg with a wrmd1, not by drivirtg with a ham","" OVr:r-w"l"ing call sighYican!bi rtdw:e tiU, Iatr:ral /mistana .J tnelag .cmv dhd should thet-iforo be avoided. Set the 1997 Natiahar Doslgn SpttiflCCltUJl1 fat wood Constnu:tion (NDS) published by the Alnelican Fatest is' Pal'<" Ass.dation for the approprid~ silo of clcamna ancllcad h.les. 5, L.t"",1 reslsWlee of nails applied to the faoes of APA MottnsrlCe Rated Rim B~atd - Cakulate the latetlll nail resis- tance bued on the ..___.':..in:s givon in the 1997 NOS and the following guiclclines: 8/v'd VEv . ON aJ If the APA PtrfOlYIWlCC Rated Rim Boare! is m.de of 05B. USe the br:ll1'ing S<length equivalent to Douglas fir-Latch, b) If the APA Ptrforminl:e Rat~ Rim BDlIIClIs mode of plywood, use the be.mng s=gth equMlltnt to Dougbs fu>.J.arc:h, The o:ak:ulat~ IlIteral te$istance should then be ac\lustl:d by 11 factor of 0,9. cJ If the /U'A Performance Rated Rim Board is made of glularn. USe the wood species of the layup combinlltlon. d) If the APA Perfotmance Rated Rim Board is n18de of LVI.. use the wDDd spedes of the veneer Dr \1SC the equivalent spedes published lz1 the manufac:turer's oodt 1epOrt. 3 e) If the prodU~t infoltnanon Is unavoll.ble. ",{er to the ~,,__ ,,:ate 1997 NOS design values applicable to Spruoe-Pine-rlr. Application N ores I, /U'A PerfolYIWlce Rated Rim Boards used 0$ sweer joists - Rim boa.rcls c"" be Install.d in a diRction not ollly perpen- dicuw. but lIIso pataIlel to the fnlmlng u statter joists. Design c.pacities of the rim boards .re the some for both oneIl rations with the =eprion that <he verticailead ,"pad!)' M should be reduoed u folltnvs ullicss the rim board (starlet joist) Is doubled Dr blocking p""els are installed no more than 2'f inches o.c, between the rim boorcl (stane! joist) and adjacent fie.. joist: a.l For I-inoh rim boarcls, use the bearing load capacity or '150 Ibllft when the rim board depth Is not gre.r.cr than 18 inches, Dr 350 Ib(ift when thelim board depth is greater than 18 inthes but do.. not exceed 2'1 inches. b) for l-l1B-inoh rim boards, use the bel1ling load ,"pllCity of 8S0 lbflft when the rim board dE:pth Is not gtUter than 18 inches, or 750 lbYft when the rim board depth Is greater than 18 inches but does IIOt exceed 24 inches. Not. that SD\11e starter joists are Installed It a non-toad-bearing end wall, As . ....ul~ Ir is not .!woys nece5S1ll)' to USe double rim bollrds or blocldng pallels ror statter joists, since the design load may be within that prescrlbed above inal orb), 2, APA Performance Rated RIm Bosrcls applied ovtX opening - Rim boards .re not intondtd for use 0$ headen. instead, use gltilam, I-joist, or LVL heackrs. Oiulion: APA PtlfOl'llWtU2 Rated Rbrt lloards should not De dcslgntd or...ed as 4 h<tuling meml:1er, stich as a joUt, header, ~~ crOOM ~~nlJn~lS WtiL0:" ,002'9 'd3S "':/kr. or ll!dgtr. and shauIJ be lrosta.lkd with jiill bca.rlhg alm1g the <IIlire ktIgth. 3. APA I'cIfom1.ncc aated Rim Boards used as 6", bloclcing panels - The minimum thickness of 1 inch for APA Perfonnance Rated Rim Boards exceeds the millltnum rtqUlletnent of 23/32 inch publlshed In rhe model building cod.. as long as the jolnbi "'" backed by another APA rim boatd or . 23/32-inch sttuctural-use panel. <I. APA Perlormance Rated Rim Bows wed in appllcations where a high lateral load tnIrl1ifer capacity Is n:qUlred - When <he applied latemlloods exceed the pub- lished horlzontalload capacities of APA rim boards, add a commercially available 5pecislty conncctor made by connector manufacturers be_en the rin, board and framing or 501e plate. This type of conncctor is installed using face nailing into the rim board and has a typical \ateralload caplilcity of 'i<J0 to SOO Ibf per conncctor. S. APA Performance Rated Rim Boards subjected to a combination of unifonn and concenu..red vcrtic:alloads - First, the applled concenrratod load shall not exceed rhe concenallted load capsciry (P) of the rim board, blil$ed on a minimum 3" bearing length over the floor sheathing attached to tM top of rhe rim board. Second, the applied concentnl[ed load ~~RIBl1TED 1\" S'1"RUC'I1.IIIWD:-- ~IIDM 40ClO LABORE FlOAD_ . SI: PAlJl. - ... PHONE (1151) .....nw WAYS (BVa) e:Z-iClg "AX (1151. 11II .........tructl "", , ,_C'IiIlIIIl 8/S'd 17E17'ON ~ sl1aU be calculated .. an equl"3lenr ulll- form lead based on the appliecllooding length inc:reaged by a 4'.1oac1 distribu- don through decking and plate on both sid.. of the concenrnucd load, as "!'Plica- bit. The equtw.lent unifonn load shall be added to the applied uniform load to determine the total applit:d uniform lead, which sIWl not co=d the bellling load capacity M of the rim board. If the total applied unIform load """"eds the bearing load capacity M. use al'l"'~l-'.;ate sctullSh blocks, double Jim boards, or a higher grade of AI'A l'ttformanee Rated Rim Board '" <all)' the coneeturatcd verticallond. Exdl1tplc: A mechanicnl d~ce distributes a ",eight of 3.000 lbf for n distance of 12 inches along d,e tell' of a 1,1/8-lnch >< IS-Inch APA Rim Board thltlugh 23/32-lnch floor sheathing. In addirion to tht meehanical device the rim boan! carries a unifonn load of 3,000 Ibr/ft, Check: al Concentl'lltcd vertical load = 3,000 lbf < 3,500 lbf: OK. b) Equiv3.lent unifonn beartng load - 3,000/ [(12 + 2 · 23/32) 112] - 2,680 IWft. Total equ\va!ent uniform bearing load '" 2,680 + 3,000 = 5,6801bflft '" <1,400 IbMt, NG. Use APA Performance Rated Rim Board plus that has an allowable bearing (""nieal) load capacity of ',700 lb(lfr, or use double rim boards under the cohcentrared load area. A P A The fllg(Il<..ed WOQd Auocll,t{on d~OJ crOOM l~~nlJn~lS ~ w. hfto fleklrepNMritdIMH in molt mol'" V.s. _ ond ,. r::a...= who ... Iiol~ ._q""'lonsl~"._ Irod....._ fll'C!dU.... Fer oddf~....1 .nloI....1n ....~'"" INo ."9.!......I wood '""u..."..1ri t.owch '""~ ,...., .-.atut AM ~idhGl offic.. Cdll or ~I.: , WESTERll\I lIEGION 701 1 So. 19th Sf. . P.O. Bo. 11100 Taeama, Washihglon 98411-0700 (25315~'-66OQ' 1'0.: (2.3) 5...726. EASTERN REGION 2130 Bo",,~ Park D..... 5\1110102 . "' 1<.011"1:.1'-', Georg1Cll3Ql444681 (no) 42,7-9371' ","" 177Q) 423-1703 u.s. HEADQUARTERS AND INTERNATIONAL MURETING DI\rISION 7011 Sd,I9tkSt-FrO,Bmr:l1100 TClCGlTIO. Wdlhlnjlton 9~ 11.0700 1253) 565-6600' """ 12531'6',7265 "'(h)~- VINlNII'.GPcPllGod.o-:g 'ROOUeT SUPPORT H5LP gESK (253) 620-7400 E_mail Add,..: helpOap~d.org (Offic.: Atrtt-wpJ 8.\glum; BCWl'Mmoulh Uni"~ ICIn..&dotn: Hamburg, Garmdn,. ' Muico Cif)'. Muh::o; 101M" JClpcln,l ' Par Cclribb.dn/1.a~h Am-riCCi, co"tad Muico Cirv. Mull>>, 'T'h. prgdwfOt 11ft' ro~mll'l."ddHQn~ In Htl$ publicatlal'l are band 01'1 APA - Tho Engineered Wood' A.oddHDh" con/inuing p,.gClrdil1. all~borofO')I re,ti"l, produd t'HecI~drl drid camprehe".iw t.ld eJtpfui- "'CVo HaW.".". b.caUn the AuoeIcr~ ItdJ 1'10 eonfrol over q:LlaJitv 01 vtdl'ktrrol'lship gr ",. eDtIrJillatu lItIar ..mId! Mgine.,..cI "'agd P!"dlJd. .... rneJ, il CGnnot a~t ropGn.;- &ilr", lor ptori1M:f perfai'rndh~ or dwiQm aa: OcflJdJlv cdnj'ru~r:J, 8eeaul. .n,ineered ~d proJue, pe"Ol'llldnce requlr.ment! 'tIg~ ~CO$t(I"hl~lI~ eo"If.II, yaur fecal tJtdtj. tec;;:t, engb'..~ at' d.~jD'n professlon,,1 ~ auunt cornplil:l"OII .""jPh O)d... eonstNdlorl, ,,"d perlarmance nlql1ir....111'J. Form We. W3ASD RaYIS.d NOYelTlber a000/005D @ W~80:" ,002'9 'd3S Manufacture, louisiana-Pacific Corpotation 11 t SW Fifth Avenue Portland, Oregon 97204-3601 Product Description . Louisiana-Pacific's Solid Start' rim board is oriented strand board fabricated as a component of L"P's engineered floor systems, Basic Uses . L.P Solid Start rim board is designed to be used with loP's lPI" Joists, erR" I.Joist..and Gang.Lam- LVL beams to finish off roof and floor installation. Materials and Fabrication . L-P Solid Start rim board is fabricated from oriented strand board which is precision cut to sl~es matching ..actly loP I-joist Qepths, - L-P Solid Start rim board is dimensionaliy stable with flat surfaces for easier installetion, . L-P Solid start rim board is manufactured In 12'-0" to 16'.0" lengths, making installation faster by reducing Joining. Si"cs the rim board Is precut. its use eliminates inaccuracies and time Involved in ripping plywood rim boards, . l.P Solid Slart rim board has a high.load capacity Ihat allows for the elimination of squash blocks in mosl mUltIStory applications, 'L. Louisiana-Pacific" "Iii' Engineered Wood producls B/'1'd vEv'ON Technical Specifications Maximum L08d DesIgn vollue for horizontal shear for I-1/B" rim board, , BO pll per APA, This value Is applicable to wi"d Dr seIsmic loads ond shall b. adjusted In i1cccrdante with local bUilding codo requirements fer other load dUralion" Rim to JOist Conne~ion Bd n,ils (box or COmmoh) ant at top. o!'\~ It bottom of ..ch I.Joist NOTe: To USe L-P Solid Start rim bo.rd as a stilrtcr joistj refQr to APA ~ The Englnftered Wood Assodatlon's data file, "I'J'A p.rformance Raled Rim Boards. (Form No. W34SA) for details :ma sp~cifi<:a1ions. Co""ections . Floor dock to ~ilT'l board: USQ Sd or 10d nails (box or common) at 6" D.C. . Rim board 10 wall pl,te; To. nail Bd (box o~ common) at 6" O.C.. o~ 16d (box or common) .t 12" Q,C. d<.18" 18~cdc=24~ ," l750pll '6s0pll ,,"0" 4400plf 3000,11 ~' '.. .Ir~. .... _ . . I ~. .... . #. ... f. -\...~..'\ . I . . ~ -~ 0" .... . ~ : .. .... . "Jr: j ." .. ~ ...#' ~ ~. . . . .. '. . - ~ , J .,,,.' "'" . . -. ..,.. . ~.. p -.: .. . ..' "Illj : ., . NOTE: Rim board must be CQIlnecttd to wnll pi.., ,nd floor d.ck. 5.. d.tall b.Ie",. ~~. 'III 11__ ~: .,., ~ '" ... ,--~ .. I . .' t.. ..~ -. - ~.. '" l .. I .... .... :J ". . ... fIIl;.. I ""l\.. 4. I NOTE: Rim bDllrd mU51 b. COMcc.ted to I-Jciit. S~ dtti1lil abovll'. NOTe: Whon u50d as shear tr!l!'l~f.r, Use same Mtli\ schedule is dQcking, Or per ihglntl!r's ret3ort. ~~TRIBUTEO I\VA ..-. ",UC'ftJRAL WOOD CORPORATION 4000 LABORE ROAD, . 8T. PAU~, "IN 55110 pHON!! (551) 428-Bll1 WATS (BOO) 15209058 FAX (&51) 426,BB59 w~.... ..Io'I.......,..I~lU"'''r4 t"nm d~J crOOM l~~lJn~lS ,.' Rim Board WQigh~s by Thickness (pit): Thickne:1S Joist Oepth g..1/t'11-7/8" 14" 16" 1801 20. 22- 24" 1" 2.5 3.2 3.8 4.3 4.8 5.4 5.9 6.S 1-1/8" 2,9 3.6 4.3 4.8 5.4 6.0 U 7.2 NOTES: 1. I" L-P Solid Start rim boord has been te,tJld and app.,.ed os rim board by LOUi,iana-Paclflc and Is no\ ..aluated lor Use e. a structural 1-)01", rofter, heador or lodger member. 2, 101/8" L-P Solid Start rim board ~ manufactured to meet APA Standard P1\R..l01 Performance S\lIndord fo~ APA EWS Rim 80ard,. effectl... June 1991, 3, Solid Stort rim board mUst b. supported by continuous ruuC\ural beoring, 4. Fot additional dolall, .bout the '.1/8" APA-roted rim board, ~efer to APA Iit.roMe, Installation Fastener ValUes . Nail Values: For nailed connections in the wid. face of L.P's rim board, use the design values for Spruce-pine.Flr specie, (specific grayity . 0.42) listed in National Design SpedficatlonN for Wood Construction, 1991 Edition. NOTE: Some wind or seismic loads may require different or addilional details and connections. . Bolt Values: 112" diameter boits or lag bolts/screws in singie shear with loading perpendicular to th. bolt axis: 1" rim board hss a maximum capacity of 300 Ibs.. and '-l/B" rim board hss a maximUm capacity of 350 Ibs. These values are for the normal load duration factor (CD. 1,0), for other load durations these values may be modified, Fender woshers must be used with oil bolt to Solid Start rim board coMectlons. . Solid Start rim board must be supported by continuoUS structural bearing. For detailed InstaU..tlon spe.iflatlono, .ont..<t th. louisiana-Pacific offl.... listed below. Environmental Impact Louisiana-Pacific building products are manufac- tured in accordance with the company's policy on protection of the environment which inclUdes: . Use of environmentai control technology and energy-effiCient equipment to conserve resoUrces. . Using process by-products to produce steam and electricity, thereby conserving nonrenew- able energy sources, . Harvesting timberland lollowing the soundest practices dldated by the ecological require- ments of the specific type of forest. . Managing fOr@sts lor fiber growth while also promoting biodiversity, . beveloping and marketing products which do not require materlai from sensitive environ- ments such as oid growth forests. Availability Solid Start rim board is available nationwide through L-P's engineered products distributors. Warranty For a copy of the limited warranty terms and limitations, contact: L-P Customer Service Departh'lent ,so W. Superior Street, SUite SSO Duluth, Minnesota S5802 (BOD) 648.6893 (8am.5pm Central Standard Time) Technical Services/Sales information WC!ll Cout Salea/Cuttcmcr Servic;e (BOD) ZU,56~ 7 ~AX (541) 573.1192 Product lethnlcol support (IDO) '15.7570 FAll (901) 476-0358 East Coest SaleslCI,l31lomcr Service (800) 911.110S ~AX (110) 71iJ-a178 Produ~ Technical Support (100) 999-9105 FAX 1910) 70-a171 ., l,d\aIaIl..".., G*"A-LIItI, LP'lltnlllolld iil.n 1ft ftl;III1Q~d IrIdnhIQ'~ and e'I'A It I nMlI\IJk at UalJIaI_-Pd\e QD.tpafIIlIan, Cl1DOOltMl~C'~.A"~.hl"""'."llhIcld,"U8"', OG2oMMt &lO::> QOOM l\:I<!lnl:lll<!llS W\:J60:H 1:002'9 'd3S ,,,........., ,..-.., L"/7k;'Ubf! ~e "'.>se"M. 'l5tl~.5 ,4.1'!:E:, m-c:. 't#-l;- L(Jj:-~o/;J.2. ~7C'~ rt t#-e-f A-k-e- b"lCl4W..0 ,i:J I>r Mo'tCE;" '"r"tfPrc.A-C- ),{lvJ.AJoc. FIRE RESISTIVE FLOOR.CEllING OR ROOF.CEILlNG ASSEMBLlES* Refer to detailed specification available from Louisiana-Pacific before installing these assemblies I ~1/l'("',"p"l 1/1)001."",424' 1...10.<, 23/32',,,1i" I "'" "01h~ t '\. ~ . 1lr . Ii . l' n.r ~ . .; ~ .. - ....~,. , . . . . ," ~ .. It..." .. ... 111.1' )0 .' ""'J ...".., . " '1].r ... .' ""'J ... .... I oJ i lWoll!t.l/l' l\Pt(iYpsom ....11II, ile'lr1ol......t wllh 1.1/4'!moSOWpollllWolbdD._.II".., At~,dllyo: .....w1~ 1-7{1' "'"5......._" 12' "..oI,IotoI S'bod< 110m 110 IIiI1Joll!, i 1o.""'~~.WIIhl'I/l"IP'Gw,.........tl2'..c.pbod ,I 3' -.1:1"'110 IIiI1 ~t. SlIp Typo I_!' """,,,,5-. O;:E Ililu~ ,ltH,l[ U\lER ~Imn ClUJ ill'l'lIlnULE IV') It J ntrHj 01 '['IIIIII'I'HI f( I'," 23/f1.'Tolguol_..""" t I 110/11' I"dt",~ I1I....ipdtoIld. 1"lonJ.... - t .. ~ J , ~ II .. ... ~-. ~ ~ ~ ~ to..rtl,... .. .:-~ I. - _ .. 1''' . ... tV-) ~ ~_ I: .-, >'~ . . ... ~JlJ" "jo . . . .~ l1.r .. . ) ". . . i S/3"JDlCWlllboo1l _.runilltlcl1llino8w1~I' Typo5..1""U_,t8',,< 11I;p~'" 1_ 11m" I RosIottr"""'h..... 11,1ItI.24"d8' mlllll1lllOliLoIh.,lh Ii'(F..~ t 2lI_""~h" polpotdkul..,.lll.n., .lUpIIIrt..~s r II H'lil- f~11 L& LliE~ J{\rfr,\ .\f'I'Llg II) ILL IPI 'l ,11l1l 111\ \ JlI t 11:."1 '11J' Ikll< rl I~ I 21/82'."" I ,.... !h.""" ~l/2'("iIoo"" lIIJoil.""'" 24' 101"'1',(, - re".. I.." /I: oCI"'j 11-" 1I,.l- ~ .. . '\. -A . l..t"Il w .. . .. .. ,., ~ :' I' ....., > ".. I . '" "DJo " . . . ... IV;. . . . ~ . . " . llJ- . , . " "' A , , I I....I.~ l/S'~" C Gl\'lUm /WlILood Ill"" ~ Nllilg ""..., lIllJloIIl.mu....lhl.T"'S .Ibdtl !bdlsat 12-0,1, I Bolo~5/8'~~(IlI'U. . .....,;d ."', ",pi.. ~ !1IIS. Ililh 1~/8'1lIo S wublid 1DlWlu112' a,(, FwtI1Q~roIs16'a.c. ....I.~IS._ ~ flam. lIiIh Hil' ltIi8W1l...._ SOUND AND IMPACT RATINGS , J f fiIIj, ..,. S/8' typo C ~)dJ. ..~houriI "'lI!II\ladtoono~_II_oIs.lth H/I'1\P.S_cl8'e.c. _w. ~1.IIUlI.IlIIIIUI.IIU!I,J -..:::l::..._IIftIIIU~..__ r SIt IIC ... ~ _ ",Ibot! dim_I""" 01l! pod 51 72 t} \\\~.'d.~..Ipat,"dlloi Sl n so ~h.d1omO/i1n'1l 50 111 Wuh......tcholllli/..,.I01l!pod 41 73 46 'Ii Wtlll.'~ 41 . It 101 nlll8u Plod lit......'" limo I.... oIk1oslod b\' rfSl:opoooiIol. 'h~ iNJd.po1y...,. 13 ~7 " 40 SO so dl 46 IIC 78 47 18 40 ~. r-" av! STRUCTURAL 1NOOD CORPORATION 4OClOLABOREFlOAD . ST_PAUL,MINNESOTA55110. PHONE(651)426-Ull' FAX (651) 426-6859 WArs (800)652-9058 From: I'V! .. " JCTUIIAL 1NOOD .....11 .,. . ~,ATION F1CSIMI~R COVER LETTER JON ERICKSON DEALER MARKETING MANAGER Date: 9-/.r;-1?/ 4I00Cl LAR!OFl.I 1IIb. . $'T. 'I'4\JL, ~I'I. 1i&110 . PHONliii (11i1J 42lii-8111 FAX (651) '-28069S" WATS (BOO) 652.90513 &>!~ -' 'S ~f ~ 1 ..., f Please Deliver The FOllowing Pagers) To: -,3s:"fl-"3'7-'1. 'IS- ..m:: l;:J,~,~, . .4T<!.JI./,ds Lodation:[~.i1"": ~~/&From: -.Jc~ ~~~.$o.A) Total Number Of Pages 2- Xncludinq This Sheet Xf You Do Not Recieve All the Page$, please Ca11 Us Back. -r:~~/- '- L/,'d 9Sv'ON MAI'!..~~ .1~ A- r'''ff ~F lCe-h)"rr " -r=-e 4-,.,'" h t PP3" t?,,)CP'e>7rA~;'A: 1. c:r-Jt'... 'c.. 1:5 A-Z-sn .A- t'lD fd ,(),:::- A- &"1re;':r ~.l>l> ~er:s-...s' ~ 7;;' tfJ.I.J G""' ~ ~ , M i A-ff f) ~I A-", l-".s ') -r-#.4 r- -:;;: rr-lrf ~;,u-::::- ~r:::: /-(1T AI..4-l;> h h::iV--.e;A L fJL---A-.5~ ~ M r;;- !<:JtJ IA1 ;-P-- 'r1I-/}- /i},'t.-( 5A-"r7 ~ ~d ~d"tc ,JE"I?l?f * f I y,lil#~ K : f~t( -J"'N ~~I!)7:) ~J crOOM l~~nlJ~lS WdE0:E ,002'9 'd3S ,-. ---. 4,<OM ':.,LP-T'Selne PHoNE: toO. B1S6752?4E1 Jan. 11 20e0 12:59PM Pi Ji,t ,. Louisiana.Pacific Corporation .SolId Start. Engineered Pl'Odllds 3:&03 ~rol'dabln LiBDe. SpriDc Grove, lIIiaol160011 P1Iolle 115-675-2740 1.1 t-2000 BUIRollluu Struchu'al Woud. CorporalioD 4OlIO LaBeln 8.08\1 St. Paul, 'MS 55110 be8r Bill. Aa.cbed p1eu_ rand. _hulIl' _t clats FC-477 f'1omIltwt report 9t.14 I,.,..ed by PF'S Corporatlu... TbfI twtlltl1lacd u.... LPIo:13. naw raam.... as our LPJ.32. This test ellll .w.o be 1IlIecI with Dlll'LPI-56 ........'.. o.nlil8" ~r thm our LPI-32, Rt. Fint-Rated floor ..._bli. RegllJ'dlnl ,.,ur ..._lioa of metialllUUllll dum... Sound clwmels impruva lbll p .,', , ,_ or. fin I'll..... ft......8JltIaD BDd ... the,'.,'. . .taW.eu.d IIh_e1s _ b. UJIId. nae me18I duou1. Call bll .pplled dl.....t to the joist or placed betwea de two hIyeft of d~l. Eltlaer lou.tioo ..w. conMue III provide 1& o....boar fin ...lM dlusifitlaftolL The lound. ~h""lI"''' .hould be p.lltced 16" all. c:cllterJ, %" dryWall'lil'BI u..... In the te.t. lltilizlnl tIIkker d~1 .dlo accepted Dd vdII Ilplfteandy Improv. the 1011IIII radttp Ih_... J1iberpaa inlulatioD may lie uled as optioD. t trlltUhi$ !Di.."" lion will help Witla dlCllllbjectprojecL C.II_ ifl_ beotflu1her as.istance. ShacenJy. TctJy Soia. ~\,~ Dlltnet Sales Maulei'. EWR' Loalsleaa-Paclf'.e Corporadob ec: ~"' OnIcr hlflll_C. Wu ,.r., .,'" ..l'(C 1011 'A.",,", USG\ulma L/L'd 9S17'ON d~J crOOM ll:j~lJrRllS Wd21:E 1002'9 'd3S '--- ~ ~ ,<OM ~. LP-T. Solne "'HONe i'f) ~Ul'4 P-ll 'ge 13:58 !PIN lill~k~....'....... . . , . . ''-' " " '.. i' , ' I". "~<',\1;"'~"':::"1:.' .~" " U2'd 8156752748 .Jan. 11 2I!IiiIla 12: S9F'M F'2 ~1 PFS Carparetion 24GI DANIELl STET , Mt'OISDN. Wl$CCINIIN as~ T!LIPl/Of4E: (&Il8) 221-a311 "'" . 1... ~-"iM'''''.''_ ,~ .,. ".' " ' . FA..; (110I) UNQill .. .-."'..-..,----- .t1 !S12 alP~ '11-14 M':!:II . 1:1., rzu IIIDIJJWICC nl'1' 0' I. woaa :I:....OZ.'I' rr.ooa-CIIZLt1tO IoIlD IlOCI!'-CI!:LtiIG lI.nlla~r DlaZOIl ,e 4" - ~ SOUl I'OA l;oCIVl:.I:NlI\-'ll.C:ZUC coaPOJlA'!'X01l Rh ILll'l'r, f:Ar.%I'OIUI:r~ BlI' 'I'. CClAPClIlA'I'toH t401 D"Wnu ''flitIS' KAD%~, WlsCOMIZ. 13'04 '\ . "'....,. ,- " " ,"..'. '. ',.~ ~'\'" " " " 9Sv . 0'" ~ eM'''', T.II',., ........... ..., d~5 dOoM-'i&!iiijn~jl~l~w~~'iE _ .1002' 9 'd35 , ~ ---. ,OM ';' L.P-T, SQ!nl: />HONe I'fJ 81S67527 ~UM P-<l >,:! 13:58 SPIN !ill~klWlol"'"'''''''' ' <l0 . , ~ . ''-'' ..' ., '" 'I':' I". " lnt...~,1 ;........,,\ " ~l.,' . ,- "" " ,." .. L/Z'd ~an, 11 2BBB 12:SSPM P2 ~1 'FS Carparetion 2401 OItIIELI STREET . NN!ISON. Wl$CQNIIN 53704 T!LEPHONE: (BIll) 22'-338' ,,," . ~... .-'11..."".... .. .,. ",' " ' . FAJ,; (1lOI1221'Zll&l ,..-....~ .,. ~'7 ..,Okf "1-14 Aa'rM S 1:1., 1'1.. IHDVMIIC& hiT 0. A waaD I-JOSI'l' rI.OCIlI.-eaZLZHD loRD IUXIP-CI!LX_ AI..nL~ Dllla. rc 4" - ~ SOUR J'OJ!, IoClVUINlII-J'a.C:ZPIC ClOIU'OM'!'IOH RBD WUlFF. ~Lll'ONlt,. BY pt. COAPOBA'l'tOH a401 D~.1tLI I'l'RIS'l' ~D%IOft. YISOONIZM 13'04 \ . ....,. " .-' " ,",,'. " " '. , ,.~ ,~.... . . '. . , 9St> . o~ a-.., eM'''', TI"''', '..._d.... ... di!lO'5 dooM-ltiHIiISri~h~I~~.ldB'i':E _. t002 . 9 . d3S I . ~ -"-. ,<OM , LP-T. Solne ..: :;, ,";_:l jl ~ ,ii~. ,~. . I, . PH:ItE I-Ip. 915675274121 Jan. 11 2121121I2I 1211: IlII21PM P3 P.1/S ~1 ..... ";,' Zlil '. 1St5S !~ S%tRRfVRLl)Il~NIi +55 " , tGUiirm.'AI~-CO;po~' , ' " l-HOUR FLOOR-CEILING r1AB RBSlSITIVB ASSEMBLY ',-,' 23/3ir To~~ , Q~ODV' Stl...ttl"'lI 3/~' Gypc~oto lap~o~..I) (1'.1/32' S....."tllnll "'.if .. SwIM.I"'",,"," ~~~ -'''' .....--.~~~~.~~.~..~~r~~~.~.:r 9-1'2' (.... ....pel" LP1~a3 Iftno~II...\ I-Join.. lip.."... ..' (el" I..'" Oft e,.tol" I .. 2' " ...~{~_._'ril."...'l\, T.. 1.e..,_". 0' lie. T~I~" T)/p. . lI)rp...." .....u.o....., l:roOt... ~oct IIpp"," .... l-Jo~s a. .tt"the" '0 Rw':llw..t Q.lft~ol. 'p..<<1I .t - I" an ...tel", Att.C~ '11"8" 1.)11" .., 1-51. I-III' TDO IS 51:1"'" 'TYP' \I .00"Od, Ilt-lla.h ..qo..ol 'oh..tI Jo,.... ..~Dl'\" LIY.'" wi t-lI~ ..'t 1" on c.ent.,. "'Q TYP~ " '.1".,.1, ~C"""O l-loI/". 'I... R"tll\G '-oJ SOUND AND IMPACT RATINGS '. . ..' . "-' . ,"II l/E'd 9Sv'QN d~OJ crOOM l~nlJn~lS Wdl2ll:E ll2ll212'S 'd3S ~ ----. ,OM r lP-T. Sojn~ PH:N: NO. 8156752748 Jah. 11 288B e1:e1PM P4 ~ ~ . PFS Carporatian _ DANIELl STREIT MADlIO..., WISCOIlSIN 0704 TElE,.._ 1101I2%1-31&1 jj"l"'i"ll7, /. I.." 1'" ..." "" :"~"'.... "" .....:. . . ,~''', '.. _' ...... " ". ..' "" . ' ,.'. . !' TIST REPORT: 81-14 TEST DATI: . .&/tO/.1 REPORT OATS: 4/24/91 PAGe 1 OF 3 ' CONSTRUCTION SPECIF!CATIONS ~XTENDIP FROM T&ST DATA FC-477 , I,' 1. . One-hour fire r.aia~.nc. rat.d f'~or/cei1ing a"Q roof/c.i,i", ....llIb11 with planum or att.ic 'nsulatiDI'l. Finhh rat1nl: 41 minut... ,'--" r<D F;gur.', Cro.s-.ection' of floor-ceil 1", 0" rOCl'f'...c.i'1r1li1 a..embly. ..' U; All 1II.t,.ria,. shan b. .",.'uat-ed "or ",.e i" accordanc. wit.h . toke applicabl. building cod.. Th. fir. ..e.iat;",. ....lllbly.. .ho,",n inF;gur. 1 1. con.tructad of the materia'. d..crib.d b.,ow. Th. circ1ed nu~bar. on FigUra , ,..fer to the parlgraph nUmber. " Sub"OClr and Roof Sheathing. : ',', ...:' :: ':.~(.: :":"'., " ' .. P.n.'. aha" be APA rated .~e.thinl or Sturd.t-Floor or .Qui"'.'.n~ '. r.~ed,. Exposure 1. interior ttP. bonded with ext.rior glu., ..' RliflilllUm 23/31-1"GI<1 'thicll.' wit.h t,oPlllua and llroov.' lonl edge. for floors and mi~1mum 'S/32-i~~h thick for roo'a. Install long .dg.. perp.ndicular to the I-Joi.t5. stag..r end Joint. 0" I-J01.~.. For floor., apo'~ AFG-01 con.truction adhe.~ve a. 3Ja-1neh b.ad ~o ~ha to~.ur'.ce of the I-jOist. and groo"'.d ed... of the .h.a'thfns. "'a11 IIIfth ed, defQrm.d .hank l'Ia"s 01" Bd cOllllllon "ail. e inch.. on =.n'~.,. Qn ends and '2 inc/le. 0" cente~ ,,, t"'. '1.'d. 'Op~;c"al1Y, W'T.~ 1Il1nlmum, 3l4'~,1I'icl'i~:T.h1 c"".~ l1S1hT."'.'l1lhtt cOrl'~r:'.tw'j:'i::Ii4'f:'oor . T.Qpp1 n9 m1xt;u".~ pe"efill 'aha" bti lIIinilllllm 19132-i"ch t.hick." .,.-..... , ,. .' . > ',. ", P...........~.~~!~.~~..~,,~~~~~~.:.~.:;..~.')'~,,~rr. 04;&a,PX P03 .c_'~.~_~.;.; :2/17 d". ~.,9SI7 'ON- _==._:"===_:.''::__U''_ -. '-;d~OJ crOOM l\::I~nLJn~lS---'Wdn:E ..'1002 '9 'd3~fcicii--- r-- ~ I .<0'1 ; LP-T.50ine: ~ . "' t ,.,J' 1"':.' " ........ " .. PHJNE NO. 8156752740 .ran. 11 2lil0I1I 01; 01PM P5 ~ . .' TEST REPORT; $1~14 T&ST o.TE: 4/10/.' R'PORT OATil A'14/.' PAGE 2 011 3 .." "'" . , CONaT~UCT%ON SPICIF%C~T%ONS Fe-A?? 2. Wood I-jaiats. Wood I-Joists ahall be minimum' 9-'/2 inche. deeD ~PI-23 Inner S..1 I-Joiate wi~h flanl8 dimenaians .~ 1..at '-1/2 x 2-1/2 inch.. and OS8. ,web thickn... 3/8 inch.. or I"..te,. a. mal'lufact1,lr.d by ~aui.i'a".-Pa~ific Corparatio". Hol.. i" the web. ll.r ma"u~aotur.r'a instructions ar. permitted. 3. in8u1l1tion. . In.ulatfon.,when pr...nt. ah.'1 b. Ql... fib.,. bat~. or blankat.. Iftin,i,.,um 3-1/2 inch.. thick with e. fla",. .p....d ,..tin, 9f III 0" 'e.. wh.h t..ted in accordanc. with ~STM E84. Install b.t~..n wood t- Joi.t.. \,fith .tay w".... plac.d a minimum of 12 inch.. on c.n~.r. st.~ :~~,.. end. .hal1 b. 3/4-1"ch above the 'ow.~ Burfaco of the bottolll 'l'l."s.a. Xn.u'atio" sha" b. pu""d down to cotm:l1.te1y cover the X-Joist web. InSUlation may bs om1t~.d fro~ the aa..mbly. ~. G~p.UIft Wa'1board. , In.t.'1 1/2.inch thick C.'o~.~ Fi-Rok P11,la. Geo..gia-Pacific Fire Stop'C, Gold Bond Fire-Shield 0, or US Qypsum ~irecod. C. Type X. n'pauln, wa1l!:lo.r-d. I.on; dimeneion8 ar. perp.nclicut&,. to ttl. 1- Joiats. Ste"II." s"d joint. of bas. 18)1... on c.nt..., in. 01' I- joist.. Oifect'y ..CY... to I-joi.te with 1 5/a~inoh 10n; Type W screwe 12 inch.. on Cant..,., St.IlI;." joint. of, ,ini.h lay.,. 01' '\ ,,' wallboar~, Ai; 'e.et ,is' inches in both' direction. f..otll tho.. of the ba.. 1.y.,.. Attach to I-joist. with 2-1/.-,nch lon_ Type W se,..w.. Placs ,'-'I2-~nch Tons T)'P8 G .cor.w& bet-.,.." I-Jo,ie-t. at. 111 inchia. on c.n:tar. , " '. 5. 'F~n1.h Syetem (not .hown). "'.. ", Pap... tapa .m~.dd.d 1n joint com~ound o~.r join~. with .dse. of cClllllllo"nc:l . fee~h.r.d out, end expoc.d ecr.w heacla cov8r.d with cC!lnpo",,,u:l. .... an .'t.,.nati"., nOllli"a' "$2-1/'101'1 i:.hick ".n..,. p'aat.,. may be app)ied to ~h. .ntir. au..facs ot the wallboard. ., . , , ' .," ,....." ,...".... .,,;:",..:':: :;.", '; ,',.~ ~I ::. .' " " .. - ~ .......... .....__...._-----~......_.__. ' ...~_w_____._..._________..__.._________.___~.___ - on" ..-----.----.-.....---:-7- I 87&3 1171 LOt1~IANAPACIFIC"" . ".. ".' ~,K.,,~ " . . 11~O,5,1~:.~, '. ..~,~~ $, ~.\,:~...qA, n.."....~Io.:.'.'t~~:~~;!;1.;.,:..:.:~.~l~'.\:~~:,~-~.J.I.:;4~~~r . '". I' .""., . ,....~'~.~.~r~o/.~~'~l"fl~~~ AW~!II. ' .'~. ,...~"\.,. , ........., ,", ..:.;;..~".',......,1........~ "., ,'. . . ~~~',;.l.,....~:~,,,.liT..i'J!~~ '_ '"', .:rtZ;"S'd '~9SV'ON!5AI'I e~~~%ic jjo5!5 d~J ~OOM l~n!J~lS WdH:E' .12I02'"~''-:d3S':::''' '. . .' . ,j , .'~. . . ,',;..1,.'. ., . ,. ,. .', . ", I .' I' I I' , . . t' :........ , . t: . . I' I f i , I' I, '.' I '-' I. '.' ~ ----, .<CI'I : LP-T. Sol"", F'I-De NO. 8156752740 Jah. 11 2e2IB B1: B2F'M F'6 1~1 o' . - ,. TeST REPORT: 91-14 TEST DATE: 4/10/91 REPORT DATE: 4/241" PAQE 3 OF. I " . .. ,'" CONSTRUCTION SPECIFICATIONS FQ~477 e. ,R..i'1.n~ charin.'.. ~..i'i.n~ cha"n.l. O~ ~U~~1"I'ch&n".1. (not shOWn' ma~ b. insta"ed at. ,a inch.. on center with t.he ceilinv wa"board for aOI,md control, . ~~'L ~~. ~~~ ;:,D. , v....: I'r..icle"t., So..~h...t. R.8ion PFS.: cor,Dorat"on Hichae' , illBcloIth. Vie. PFS Corlitorstio" ..."...... .. .~ . . ~ ' , I , . .... " ',' ". ' ' " as.- u. ,n a~'5,a ~It .PQ5 ___~____.__~~_~__.___w~__~w______~__~___.~_w..___~.___~_~:______M~~________. ,u9'd 9S17'ON &lOJ crOOM ll::jO!lnlJnO!llS Wd2l:E l002'9 'd3S ..:Joine /"'. PHONE NO. 8156752740 Aug. 16 2001 08:35AM Pi ~p Fax Cover Sheet August 15, 2001 To: Bob, Building Insector From: Terry Soine F..: 952-447-4245 Faa: 815-a75-2740 Ph"",,: 952-447-9851 Ph"",,: 815-675-2740 Re: Prior Lake, Creekside Apts. Pages: 2 including colier sheet Fire and sound tast attached. Note: Resilient channels (RC1) were required to achieve the higher STC and IIC values. LQliisiane-Piteific C '. ~ .~. .:,.:~ 7815 Blivin S1r...t. S~ G~, II. $QOB, Phon. & F... 815-87>2'740 lony.-iJlpoo<p..,.", Pttv~ and COIll'ld.......ftY ~ The L ., .".1.., cantained in thi&CammLtnk:;~ Ia ~.nd Im-nded ltOl-'yfor 1h. ~ dI e. IndNidU.1 '10 whCllrl it .1Iddr-.d Met dIhers iII~ to receive It If you... nal: Ihe intBnded ~1"It, lilI"ly d_, d'.. ,., i. ,...ta~ng.,.nyoctlonln..lla_ontlo_.,lhia. ",:. ioprahil>iIod. ~)OUh........... thlacamrnunic.tiDn in BJTDr', DIee&e - ,.", ,.:y ~thf'..",... at the phone nook indicated. and relurnth. original mt!l&&llQlll and dggumona vi. !'Mil to the sender. , . Saine ~. PHONE NO. AU9. 16 2001 08:35AM P2 8156752740 PFS 'Corporation . . . .... , - ....-.. ~~~ ~~~'1::'~~ .'.~ :,:~~~~o '. Test.Date: , Test No.: proj eet No.: Witness: Official ~pQ~i.No.: IlndurillnCe Rating. Finish Ratin<;!: 'rCItal Lo.a, Type of Fail..re. STC nc Ratings :.* 1. Wooc1 X-Joists"' 2. Wallboard 3. B'lockinq ('. Pl.~ .ae~ire8 Lnclu$lon ~~ TElEPlIOIIf: l6lI8I221-33&l " Ft.ClOR-<:EU.IlIG MSll:MBt.y FtllE -"-C~~".l\MCB '1'I!Sr AS'J:'K B-119 FOil. GANG-NAIL SYS'lZHS, INC. HIAMX. FOOIUIlI\ '. I ;---. ~~~;~8S 1 1'Ii"S O:n'p:>ration 'I prs lleJilQl:t No. 85-11 ~ . l-Bour ' , 43~5 minutes I 90 psf None 2 tayers of 1/2 ~ o / .. .1 r; , i J,,- ;, -. . Pac! &: Carpet Cushioned Floor / 1Co in. gllPSUIII waJ.:J,board . S'tC UC 44-48 67-71 (1-45 42-46 ,rith 1 in.' or. thicker Gypcrete s'tC IIC 57-61 67-71 54-58 47-51 CONSTl<O'C'UON Stll<ltmRY ".25-in.-deep. 1-1/2-in. flanges, 3/8 in. orient~ strand board webs. 17-ft.-S-in.-l.ol'J'r. spaced 24 in.. o_c~ an! fastened to 2-b~-in. bearing plates with sd ccllllllOn nails. 2 layers of 1/2 in. 9YPS"." wal.l.boa~ type FSW-G.' The ba.... layer fas1:..ned 24 in. 0.<;. ..itb 1:"1/4-in. t:ype S gypSlJ11l drywall screws. The fac:e layer f'''i1tened 12 in. o.c. witb 1-7/8 in_ type S !lYl?SlJ11l dryio/a1.l. lIlCrews. '"rbe butt joints were rei!lforc~ using 1-1/2 in. type G drywall screws 12 in. 0,<;. and pleeed 3 in. bac:k frOlll the 1>utt joint. 'Ibe 1-1/2 in. type G screws were St:.a99'ered 6 i". fr-au the type S, 'L25-in.-dee..~. 22.5-in.-long- W:>od-l; joist sections placed bet.,.."" truss,"s and toe-nailed with 8d Co.",,,",,,. nails., 19/32 in. ~ng1,l." and, groove ,flooring. instal-led pElrpencl.icular 'to 't:.rUSsell and fastened with 6d _0_'_.. nails, Ii in. o.c. at ,all. l"",ation... of attachment of gypllUIII waJ.lbo,ar4 ,\Ising ~ellllient cbannel.. ~.. ~ ~ ~ - - I.- ~ 0<.:...-.'-<1 lick Grundahl.. P,8. Brwin L. SChaf~er, Ph.D.. , Di.rec~r'- Tecbnical. Se~1ces 'Vice President - J:a~r..=d...a ,.. P.'rDiridiflg CluaIi~ ConI;fWjII. ;r.difIQ. ,"s,p.:clan ..td CeRitSc:.ion s~.s 10 the euildt"" ......:10'""" '. PHONE NO. : 8156752740 UH.COQ. IDI6~ Aug. 07 2001 03: 13PM P7 ,OM: LP-T. Soine W~V-23-97 IS.IS FROM.I: ~ ..~", .; _*- ~ .,.<flc.;:~...,. '~r. ',.:;-- , ..- . ~./ S2<l 91BI; PAGE 2/9 Intertek Testing Services May 23, 1997 --;-> Louis.ia:na Pacific O>tp. 2706,Highway 421 North WilmiT1gton, North Carolina U.S,A. 28401 A.ttention: Lany Zhou Dear Sir: www.lpcc>rp.com The foUowing fire ~ d~igDs DIlIJlbered one tbroogh six were developed based On tbe results of the tire test of May 2, 1997 demo....~..~ the fire resistant properties of 'Solid Start"" oriented str.md board rinI board, in I In. and 1-118 in. thickness. The designs T1)ainrnin the i...;....y;'J of the one hour ve:rtical Iated fire """K""..tions in the rimjoist location of the con..~ _;.;ons for the different ~......-.;_" of load ..........v.. and floor I ceiling a....~~;,Iy fire resistance. 'Ibank you for the oppoI1UIlity to provide fire te$ting services. Y OllIS truly. INTERTEK T:ESIING SERVICES NA LTD, Wamo<:k Hersey ~ /1 O'j J 1/,' II/"k- II.JJ1- ~. ". I Micllael van Geyn, A..Sc.T. Manager rue Laboratory MVG/gr encl. JD~ Testillg Services NA Ltd_ 211 Sc/lOcI_"""" Ccq";.Jom, llC \I3lC4X9 Canado ToloJ>/ICM _, Fox ~11l6 H..". ,_ . ...."D.c:om .JM : LP-T.Solne MAY-23-97 15.17 ~~OM.I' PHONE NO. : 8156752740 .\m. COO. 10. ( ~U9. 07 2001 03:15PM pe 52'! 91e6 P'ICE 3/E Intertek Testing Services DESIGN NO.1 FIRE RESISfANCE RATING - 60 MlNUI'ES Application: Two storey. load on tizn..joist applled evenly to both walls. such that the load is transferred when load support is lost OIl fire exposed rim joist. AooF/CE:1l.1NG ~....:.L" -~~l ~~-:=.==:-.. J ~ .AU ~...oc,_ ~ ~x "" fJ~" -~ 1 WOOD I JOfSl'S ft~. , , ~\.---......,., ~..-....""~...... .......... ......-... '-'-'-'"~~-'r ' I ,""" · ~ _ I GYPSUM BOARD CEIUNG 1. ' . ""'\0 TAPED AND FILLED ,~ =- :=:: 1 ~ ~n::D f'L00It/ - ctIUNG ASSEMBLY ~'. ...-~ .:_e ~ l. ;'~~"'.. ~, ~ ~~ '-J;'~ CItE HOUR AA TEO . ~,WAlL CONSTRUCTlOfC :~.:.: .... .....:~..~.::: :~"FO....oA ikiH:: .... ... ......, "... .. .....'"4...............-:; .....::. Rim Board - ',Lo11isiana Pacific .Solid Start"'" rim bocttd, minimlun 1 in. thicIcriess. 1 -. ---..-, 1M' "'C"':'\flrya....v ___.._ _...,ft.. ., <i.L--=-;..';o.~......~-!".tJ9<:~ ~_~_= ,-." ."".. ., ......- . .. , .1\r1: III I lilllllr MAV-23-97 IS, 17 FROM,I IUU HII 'YH.C;Ofl, 11111!\\llti-III.sH RIO," II,' ',\\111 II Ill! d'll 1'1 ...' '15:411(,'" ~:.t.q 91BE;: PAGe; 4/8 Intertek Testing Services DESIGN NO. 2 r mIl RE$lSTANCE ~.t1NG - 60 MlNUJI'ES J\ppljgrtilln: Two oterey. Iv.ul on rim 19)$1 a Ii,..., ,~ MaWjle ~~ ~i,l,., llI1!l Wilen l&a,! i. PP Is 1"'f1lly [II Mtli to.db lln\~ II..., l"ad 'e trDMfer.',w , "YjX>rt OS! on fire ~ 'im jnift " ROOF/C:EILJNG; A-_Y - -. -, . 2S;. ~ -.. _.,- .. . : ; -~~,ux.t~~L '. , WALl ........,.\J :T1CIN @ ....-.JJa* .~-$ ~ 1. .,c:..> ~~ 2. ~. Ii ,f.. .: _..' ""'-. ~. ~:~. , :r- , ~. ~' . ""'~~I~ -1-~~F~<<J<<. _______. f[)~' , ~ ~~< . -= , rOfE HOUIlItAm' ;>< '~~A~~ _~.^oe rlOlt .~ .', L .1 . FOUNOATlOfc .....:~ '. '" - '.). ~ ~ .1.oui.'\ialla"P:lcific "Solid SlUt"'. rim board, m;n;rm,'U 1 m. drle.kness. (';....~ WallbosId I,,:,":';,oll- 1/2 in. conventional gypsum wallboard ~ied to either the inner or outer side of each rim b<>>rd and fasre~ "'ilh l-In in. 1'ypR W ~ 11 in O.r.. lllteTtek TootiDg Sorvioes NA ltd. 2" Schoolhowe ScrMt. Co<Iu~laM. ec V3tC~ Q('lildtt l~ 6O",~1 Fn 9QA.61'.g\U ~^"'*~. . 'fdlaboCOltl ,13M : lP-T. Saine MAY-:>:i-'l':- 1".17 FIlOIl. I PHONE NO. 8156752740 Au~. 07 2001 03:06PM P2 ,\JH.~uiJ,. ID"S~. S24 SlaG PAGF. ...... s._e lntertek Testing Services DESIGN NO.3 FIRE RESIstANCE RATING - 60 MINtJ'IEs Application; Multi .M~1 load on rim joist lied indlv' transferred when support o'n ODe side i.9 lost app iclually 10 each wall, such that load i! not AOOf"JOe:IUNe "k "1o~1t.1L_ A...o:, :,.Y ,>< Rim Board - Louisiana Pacific 'Solid Stut"" rim bollId. minimwn 1 in. thidcness_ GJ ....,... W:aIIboard r ...._~on - 5/8 in. ~;..:spljed to each rim board on the oc:cupancy fi4~ .....J 1...,ew::u, WlUl I-U.I. m. Iype W screWlI 12m.. O.C. l1Itertek TeftiJlg Se:rvicO$ NA LtcL 2" $0_""'" _ CoqulrJam. Ill: _<let "...ode ToI""""",, 8D~' f..llOl-S2A-t1ll8 110m. ..... " :J'.b...... ,OM: LP-T. Saine MA~-~~-Y1 IS,I? FROM,I PHONE NO. -loIH.COO. 81567527413 F'lug, 1217 2001 1213:\l6PM P3 10,6..... 52.4 91ElS PAGE 6/S Intertek Testing Services DESIGN NO, 4 liIRE RESISTANCE RATING - 60 MlNtTI'ES Application: 45 minute fire rated tloorlceiling assembly. mulli-storey with wall designed such that each side of the wall .-rt'.......load independently, Since the floor/mlinf anembly ill !lIUo1 CUI 4' ..,.......,03. whl1r: rh/!lll1:illJ; llle l'UIJ fur 60 rnh1utes, tbe rim joist will be expe:cted to provide IS mimnes of fire resistance af/(;:t loss of the floor/ceiling asserobly before faiJ~ of load support of the wall oc=, ltOOF/CErllHG Oft FLOC>IVCt:IUNG ~ ...LY - ,-"-- ............ C>>* HOUR IU. TeD 'wAU CONSTRUCTIOH ~ ~- ......... L. ~~ ~ ~!.-./ - ."'/ cs WIN. , ....nD rL8lSAn.I!Il.~ .---- . W~b!. .lv&;a.)~ I":'" t", / 0'. ~ ~. ? .~ .- "" A ' . 6' " , ..:,. .,. . FOUCA TI(lIl "',,-" -... ." ~ ~ wm-\ ~1\Slml-iicttiC ":101m SUlrt~ ~m ~~. Il~il\i.'~... 1 ill Il,\,....,,'.u. d lied [0 cadi rim ......--d ProtodiOll - 112 in. ~~t>u<:Wioua1 gypsum wa11boar app . C GJ"~--'" W............. _ .... ill> 11/2. In 'Type ow screws 1Oc:aLed l:Z In. 0_ . boo.td on the ~ s1& .....J f.....l.o..... w - . lJate'rtek TO$ting Se:o:iees NA LIll_ ~11 Sc:l>ool- Stt<<C. ~""m, sc _4>> eo_ Te\epl\oft...~' Fo.IllU2-sa Homo Pogo . .-td.....m ONE MOl,IR ItA 11!P . WALL COf:tSTROCTJOM .....-~ .: -~ ~ ~. :~~ ~1' Gi~ -~ 1. ,OM: LP-T.Soine IiAY-23-97 IS,'S FROM.'. ~ PHONE NO. 81567S274!-- ~ f'I"e. 07 20.13.1133: 07PM P4 .\./H.COO. 10,60'1 \;2'1 SHEIl; PAGE ?/s Intertek Testing Services DESIGN NO.5 P'IRE RESISTANCE RATING - 60 MlNCJ1'ES Application: 60 minute fire rated floor/ceiling assembly multi-storey with wall designed such that each side of the waU supports load indcpendemly. ,..".-...-.-. ", .----l ><11 ><1'-"" ~_.:~.:~:.~~~~~~-,. , Wall Construction ~~~....,.li. "'" .... .><.. . '~..:__,-i ~ I J." ' . . r.~:~",~.;'''';","",...._.e ~ , '/.1 ~. 'I I. l' r . ~ l ? ..:...,....-_. .,. I :~l~- .-"~p'/.':"":'T,.y~"'f" = ::1 I..... ...... V ..: ~p ... - ., ~ ~ 60 Minute, Rated FJoor/CeiHng Assembly ~ ........ . : 'We ~ -!j' ~" . '<< .. . .. ..... . A.....,p. .'- .. -.. .. 1. .. "difi .So' lid S-~"" rin1 board ...:..:...-. 1 in. tbickDesS. lUm Board - LoujsJ-3Da ~-. Ie ..... . ~., .... . ,..~ i I..tert.1< T..dog Se....i_ NA Ltd. 211 ~ SIr.... eoq_m.1lC 1/3K~ Can><la _ ~S20-332' F. $O'-S2UUS Hom. P'8gc= 'IoroI'WW.worlcfJab,ccrrl ,,,, ~~. . ,OM : LP-T. Seine MAY-23-97 }$'18 FROM,I ~ ,.....-.~ .; .... ~ i~~ ~;' ~, ~ -WH.COGl. NO 8156752749 PHONE . A\.19. 87 2081 12I:3.:I2ISPM P5 .. ID'&04 S24 !!l18S PAGE a,s Intertek Testing Services DEsIGN NO. IS FIRE RESISl'ANCE IU'rlNG - 61) M:lNVTEs Application: 6(} minute fire raced floor/ceiling a.vernbly with single one ~ rated partili<m. :~< J r rr~ ~I. l I ' . J ,.,fA _. . ~. , . . I; I ~.. , )1"11----- '-'i.....r-~".....j..--,.:O'PC'".~-_......t~.~."".. ~:~""".......~..H",:..~..r~-.:lI.....~.~ ~ f -'----~--~ ..- J. .. '"><:~ 1 ~ t r - I 4><r '><t ( J , . ONE HOUR RATED 2 X I) WAll ASSEMBLY ~ ONE HOUR itA TED FLOOR/CEILING ASSEM81 ONE HOUR RATED 2 X S WALL ASSl;MBLY _ L-r- ~ . L::><.. ' 1. "'--'fi 'S lid...... -.... .;~ board minimum 1 in. thickness. ~Board-Twolayersotl.ouisiana""", eo ""'""_ . taleTtel< Tcstia: Servkcs NA. Ltd. 21' S<hoolbo_ "".... CoquitIt"" Be __toMd. 'l'ctcphone 604oQO.:n21 ;a)l; ~~'. Horne Pf9C www,~rn .JM LP-T.Soine PHONE NO. 81567527413 A"g. 07 2001 la3: 09PM_ .P6 ... FIRE RESISTIVE FlOOR.CElLlNG OR ROOF-CEILING ASSEMBLIES Refer to detoiled spedfitalian available !rom louisiana-Pacific before installing these assemblies "IHICD~nUII1ll"NlI:_'~1I"IIDn.12_"'~I."'''_Al.lIlI_II''''''_D'''U''''I;a~_.. I ~l!Tlod"",) lft....ljIO<Oi2.. ilrlosio.c 13/l7'_lgllMlMotiq . t ""~.ltr""CO_""'rd. 0'0_"'."'''''' I 1'1/4'TwtS___~24'ot._"", __wi1II).71!....I~ _<<12' o.c...Jhod l'1OO<lR>nl!lolrltiO_. - :,.;;.' r """'''';.w.wiill.I/I'lwPt,..__<<lro.t,!ucol l' bock ,... ilo ,""ioIII. S;pTlJoGx... 6' 10m "" 1-. .'JII:I1IU1"'~LIII.A'If"'lHIItIIllmlt:.l~:I'_'''._'1131:_I..--...u.._ 2llll' _1_ ...1Iioo ,!..to \\ ;:, r-fl/ll'l1!'(~ .....! . '."0<11.... ..'111' ""S"-'_.I'<<. \ 't20Googo"'~ ~.do",", ~_lldgojoim I \\.r{8"iOl.....l l/IJoiO"""'2t. (crless)u. - 23/32' _1_ d\foilinl * , 1: " J , J 1....lowrll8.-r.o<r""'" ....... dnctWol.',... wi~HI8'1y)III...rIJood It!IWSOflt~.(, """0000Isl!',... _I.,ioislt""od ,IjOal... I 'I/!' ""S........,... r- FWlh ~'" 5{8"... r IM"'II..... _~......."""'".cIi...a"'" ).Sft'""S."""II' '.L j """"""'-..I/I'I""C_ ...... """', irmg ...... -.I.do..ookwi1l rlwPts ~tt"""lrJlru. SOUNa ANO IM'ACT RATINGS U'~_~~__._fli_ ~ rllS:lII--'-----IJ- _AIIBI...-.UJI:IIIlIIlI_ . . . ' . .. m: ,n( ITr I~ lit Ii( ii n \!J so 51 17 \(I so II 10 10 16 '6 II 40 W'.........cloM.I/_""'.... '~:\!' W'..,_"'-ooI/oiTj1 ---Jo i/1~_chiinoiI_.... W;1i_"""'II"n,! '1 Il .1 .;i\ lIIlbr_"""'-I/_.... ~jW.I"../iolr_;wr.1 10 n 46 46 II '0 :i . .~" -~"'~._~---- --- 11 <Y~1r11tN~~:-~~~~~ucr~'.'~~__c;..---"~~-<~~-r ,':1 ill?:"",?;' - ..~n<,-,.,_Ec._=-3.$&:2~~_~Pg.__~~__ --._- -- .,-f-tlit:: L:'?'~:r. z..ks-r:$_~~j~ 1e.r~!,f~~~~fs.zo;..t-....-1'r }..("-( ili--. ...-'-,~, . ,~~~LJ" 1m52,__~_l=<:;_=-r..'"17~&~. I~ J::~- ~~:".-<"'&C~:~g?::.~:. .";;:-~- .JL42~tS.ll~ ~ _E~ :~!?-~B;. ~77__-'f-df _ JI'~_~~~ ", m T-:tr'-~_~ ----p~....~___ L_~~_.(;~~m~_5-..~~r7J"""~ .ll~t.:>""-~ ~:~_ !'i'!.<A.c.._~[J~5~r~-_'T.7?~" _"ilLEc::;.__"'m~9__~ _ltt~m~~"=';'"'~__~~_C_,,!:"- L/s:-",'" f2.~~t~'__n_~'_ ,,__E{~?_ .~c__, _~__~_ _ ~.~ l-?:l~ ,J; "~~'_C ~.. .c:;~_~.._~ ,.,-~,- "'~"~'-' ~~. - ~,".'O-._'________"_~___'___""_'_'__.'_ .-,_. _. ---..--+....- .~~_~.--:-s~ _ ,-. .........--..-----.-.-- ., ....____..-.._ _.....__n..__._.._..__ __ ..__.__._____ ___ ~..+ ./ , . , " < < '. " I I I I I I I I I I I 6tatt of Jiinnt50ta .minnt~ota Department of ~ea1tb 121 PLUMBING UNIT, BOX 64975 EAST SEVENTH PLACE, ST, PAUL, MN 55164-0975 Master Plumber License LICENSE NO 003987PM ~o: Scott C. Snare 24067 165th Street Big Lake, MN 55309 EfFECTIVE DATE 01/01/2001 ----- _r_~_..__ ._,- --"--- ----..~.~.,..-----~ EXPIRATION DATE 12/31/2001 -...-- --- . :ti=--'::::='_-:'C::::--=C=~MiNNEsOTADEPAAiMENrOF-HEAL'H' - -MNOING AND INSURAACCCErhfFYCATE (I!: T: \\i ,1\ i::1 .' , il:! i; II .,\. ill i: :\ I This is to certify that Scott C. Snare master plumber License No. PM0039B7 representing Great West Mechanical Inc., has filed a $25.000 bond with the Secretary of State on December 2B. 2000 and provided evidence of Public Liability Insurance, including Products Liability Insurance of at least $50,000 per person and S100,OOO per occurrence and Property Damage Insurance of at least $10,000 for the year 2001 in accordance with the provisions of Minnesota Statutes. Section 326.40, BOND NO. RLI 459365 Old Republic Surety Company Des Moines. Iowa MR SCOTT C SNARE GREAT WEST MECHANICAL INC, 24067 165TH STREET BIG LAKE MN 55309 2001 ---..- Policy NO. CPP7519601 Meridian Insurance Barb Harlander, Minnesota Agent St. Cloud. Minnesota =;:f: . -, -II. .!5i.o~ Patricia A. Bloomgren. Director Division of Environmental Health Jan K. Malcolm, Commissioner i' \\' , , " I' It , .. 1I \'. \ \ , I , i i ~ I . I GuIDELiNEs toR'sn GiEii:tU&~MlT$Oj;"I~R __...~.\ 'toI>:.............':.~m~:j< 1It"'~ Exposure Time COllUlle.... ,..... 1 O. 0.0; .~ Carbon Dioxide Chlordane Ozone Radon ras 1.8g/m' 5N1m3 ]00 ,.gJm' 4 pCi/L (29, 32)" , -. -n.illeveI is not ~J ~ a beaJth risk but is . surropte for human comfort 'odor~ See _. 6.1.3 ODd "-'<fix D. Thi.!lPA _ Illplies _focally.. _ ODd ......1...._ emanations from food preparation. Precise quantitative treatment of these contaminants can be difficult. 1b some degree, adequacy of control must rest upon subjective evaluation. In the case of some odorless biologic aerosols, subjec- tive evaluation is irrelevant. Application of generally PROCEDURE Continuous Continuous Continuous See Appendix 0 Ref__n Ref....ce 28 For existing houses that_ 4 ilL see Ref 29 '\!U'uaIA_e ~ 1 puacs. mo -PO ..,.., ~,-;isitlll8CuapidcliDCrorotberbuildinIOC:CU_ pandes untiIspecirlC recommendations lor other occupancies are published by ap. propriate authority. I acceptable technology, and vigilance regarding adverse, i,' i influences of reduced ventilation, must therefore suffice. . Appendix C contains information on standards and guide- )' lines for selected air contamiIJants. Uniform governmental policies ........::..g limits on eiposure to environmental car- '~gens have not yet emerged. _ / 'I. _ 'I. I ,I I __ '"'-;{;~~ a. Compute the air capacity per person in the space in ft' (m'). b. Find the required wntilation rate, in cfm (LIs) per person. c. Enter Figure S with these values and read the minimum require9 venti-. lation lead time before occupancy from the intersection of a and b., ' j j ~ ~ z Vl 0 IX Vl ... 10 5 cr ... lLI ! 0- ....... II> U ....... ~ 2.5 . ..I 0.5 1. 0 HOURS . REQUIRED LEAD TIME Fig, 5 Minimum Ventilallon Time Required Bqore Occupancy of Space 1 0.1 5.0 j I 1 I .I ; 1 J j l .. 1 'i 'l , ~'} 0.5 10.0 ~ t~ (4) LAM FROM SSP_INC. 6127817921 P.1 To: /1/ "" J _ ( Company: '(; .,..." _ L f- -- ~. , Cover Sheet l Date: _:Z:_LLLI (!) L Soecialtv BuildiD.lProducts 2726 Sh......er Street N.E, Minneapolis, MN 55413 SBP Inc. Phone (612) 781-7655 FAX (612) 781-7921 Phone No. ( ) FAX No, (7t, ~ ) C'i'" L-- C. ,.t?q" t,)_ &.1-' .I'I~~- From: G Ui\-' Project: Subject:. F,' vi' c... </-'" # , No. Pages (Inet. Cover): 'f COllUllents: r )l:>/, ~ _ /2,'- ~ \,/ t:' ,-' 1A :; f-~'.!.- . /('1-11 ,'-I- -..I.."" ,N 4-' tle-A-~+ / /-t..~.... ,( ~ I.t!...h 1-- f- , ..... .,._d- ;.I{ &:J;" ..-;:.. .J9 v Iii #--~ i- ~ G-s Ire- .r:fc.- -Cf L ~ /fI'JO /q 2- 7 /1 Oj~ 1//).... '<9f t-/'f-.j /; ~_ C. 3r / 11....f... .:li: (cf7'. .rUYJr /.7 77 L. ., 1-1 IJ ,_ ~ ? c:: ,. -/ I , ,W.r~n Gustafson Specialty Building Products FlrHtopping FrocluClS Oivlsion 27211 Summ., St.. NE MI"_llO~.. Minn..ota 55413 (812) 711-7855 (812) 711-7921 FAX . !!!i:i2 Flnlstop r... ~_._ (Caulks, Moldable Puny, Ii.,,, ,,,"',... J Devices), Duct Sealers, Caulk. Products, Silicone ProductI, Un:IIuuH: ProcIIIcls Satini Matcria1 &. Caulk:iDc Guns ..<AM FROM SBP_INC. 6127817921 P.2 -- -- ,. ;. , -~ ~--@ ~ ;, /' t-J" ~ r~'1 /'" A ~ '~'JWi~ ;:::;;::,~: , '....-.... ~,."ii:~.f.i!j A r t. @ /' ~-\ '@ '@ IF. One leyer ef gyp.um wellboord cepeble of ~roviding Q 1 1'1,. F ratinQ (located on all wolls ond' ceill"9. ef chese system)., ~; , . 2. .f..an.trant 2A. Me.. 4 in, rigid nonmstellic conduit, PYC, ASS or CP\lC pipi"9 (solid or c;.ULlklr ~ore), 'QS on open (yented) or elohd system, , Section A-A Arlnulcr apace - Min. _0 in. Cpt. of contact) tomo\ll:. 1/2 in. ot the top plete end 1 in. at the subfloor. 1. Chase woll QA_MOly, 1A. 2x6 in. or do~bl. 2x4 in. lumber stud.. 18. Sole Pleto - Nom, 2.6 in. or two poroll.1 2.4 in. lumber plates. 3. Fir..topcinc - FlomeSefee FS 1900 Serle. Seolent. :lA. At Iloor ouffoce, opply FS , 1100 3/4 in. d..p "into annular. space wIth a 1/4 in. crow", 1 C. Min. 3/4 in. lumber or plywood subfloor with e mc)C. 5 in. dicm.t.r penetrant opening. 3B. At bottoM of top plat., apply FS 1900 5/8 In. de~ il"lto annular :space .it'" a '/4 in..or"Own. 1 D. Nominef 2.' 0 in. lumber jolat.. , E. Oauble top plate con.ist1nq of two 2x6 in. Qr twe sets of pCITCllel 2><4 in. lumber plot... NOTES 1. ~.... delig" lMItuoted ,to tIl. ASTIl EIl14 (UL 1479) F1ro T.ltI ~1' ThL"Ol,lQh--PenetrGtiort Fir..topt. 2. Ooolg" !laM upon tate. _tlgUfQ\lon. by IlGtlonol!y _niZld teoilna Ia_ri.. (..g. 'UI.. Flol. ....) 00 ....11 os In-hoYa c..tin,. ' GR,bCE Construction Products Flre.tap ....embly Praj<ooh ApprllV1lCl by John Gage C.E. Drawn by Joe Charland Prad\oct: Flam.Saf. FS 1900 s.rl.s Seellan! ApprOOlaI: Fino RolIng: 1 HOUR lnatall." W.E, 1330 IDdUltry Rued, Hatlleld. PA 1ll44O TOIl Free: 1llll).33408'79li 101; ~15-JQ.902lI TaU F.... 'ax: ....531.5192 E-mail iI!!'oOl!ulaHfLcam Wt;hofClfM;"" "'wiJ1bal*pftll.ftilbuldllll """_IcnowIedpCONlillnllIObttnaa_~UId I~ Ql'fIInd few U. Wiaf"'ICOMidlinwinA.lfteUlpQoillllXl 'tCtifloaboft.tllKwtdtI\OlW....,.r.bC~IO'IltatltaiMd. I"kaM raid Ill........ ..... ..Ot.......tiftu iDcnltj~ .,.;lh.....ConUlCit_ ~w.. wlIiItJl/W1y Ie oaU JCIOllI ~ b,... NIl ItlItImiml. rKOmllMlI4Mio1i 11f~'" .tsUoa.ioIi1M1nd1d(<w:ua"IIllC..hil:n'l"wkllrltria..~ p21efttor~_,W.R.OnhIcr.'n<.('''INI. ft2 Whilk'rI'IWO .l\vtlNO. C;atnbtidao. MA. U2fJl). ilL Sysl.",: FC21S. IPC Drawing , I'C21e. Ocrtc: R.",# 000 2-215 .3AM FROM SSP_INC. 6127817921 P.3 ~ Stud Void @ ,... ./ ,~ A ~ d """~ .. , A ~ 1:1 ? ...~ A SECTION A-A ,. nrnloppinq - FlomeSc/o- I"S , GOO Sories Sealant. 311., At wall S"rfo.,.s, apply FS 1900 into onn"lor .paco to 0 min. dopth 01 ~/e In.; Odd 0 1/4- in. crown orO,","d p,.n..tn2nt. 1. Well caaeMblv 'A. Wood studs min. 2 Ie 4, in. nominol Qt 0 "max. 1 S in. on eel"lter or st..l studs min. 2 lC 4 in. norninQI at 0 mo)C. 24 in. Qn c*"'tef. 1 B. Ono layer 01, gypsum wollbcara capable 01 providing 0 , hr. F rating or two IOy.... 01 9ypsum wollboorQ capable 01 providln<j a 2 "'r. F ratin<j, Mo.. penetrant opening is 0 .. 'in. diom.tltr. 2. p.n.tront 2A. ...Olt. 2 in. ric;ld nonmetallic conduit. P\IC. cc-Pl/C. or CPI/C pipinG 08 on open (ventecl) or closod lIj/stam. IIIox. 1.5 In. ENT (.murI tubing), NOTES I. $yelam, doolGn ~lu~ to tho J\STIl [&14- (Ul 14-79) "PO T_ 01 1'hrough-Pon_n "__' , 2. Oultn baaG u;.on timed oonfiljll.lrotiofWi "y notjor,aNy _"lzed lMtlng 10,. .~. . J (0-9. VI", 'II, ole.) ... ,..11 os In-ho,,,,, lMtin'i- Mn,-,Iar apcce- min. 5/8 in. to- "'0.. 1 in. GRPCE Construction Products 1338l1ldu.try Road, HatIIoId, PA D440 Toll Fno: 800-3348796 Tel: 2Uo3Q.902ll Toll Fl'te Fox: --.sJ1-5192 E-mail iDfoO~ WIl_*i~..wWbcllclplULDit__. 4-._\ftoWIIIlp~tobclNt___ i&oUaedforflalJllll''''....,.. .lCl... "",,'- ~ "'" .....,.,..... rwwlO"'....... "'--"*.0........... . ,I, I.."., .". wiIll.H.... "",,""WWdallllJllJlOlU 1OOlIa.."..,Ily-.NlI--.. T ...:-...... .... it....,...,. ...... ~........, ,..or~ w. a..ar-.&Co,.o.. t;2 I I I . A.... c.Iliit&C. rIA (41'" ,Ire";oll "..mbly Ap,,",y"! by John Go;a C.t. Product: FI.....Saf. rs I'DO S.rI.. _lei", Projftl: Drown by Joe ChClrtCll\d IU, AppN~I: fire R.tln;. 1 or 2 HOUR In_II." Da", R".I 00' 2-406 UL Sywieml WU'70 IPC Drawln" I WL2I7Orl .jAM FROM saP_INC. 6127817921 r-- system No. W-L-2170 F Ratings-1 and 2 Hr (See Item 1) T Ratings-O and 1 Hr (See Item 1) ,...... J!.~ ,. A (j~:, y' '-"[fI' , ....-......-. '..., r I ).1 ..' -...... I " "". ........ .......,... \g', r- <.,..> ,I '" < ........,. / m m L ,,"'{D' Jljl 11. ,,"'""Iii) .../~..It: '_"" ~ SECTION A.A 1. w." Alsembl:f-The 1 or ~ hr nrl-filted i1'psum w..Ubolf'd/stu.d walt aS5embly shall be constructed of the m.lt,d.ls and in the m.nrHIr d.stribed in the individual U300 or U4G0 Stri..,W.Uor Partition D..ign in the Ul Aft Resistance Dirtctory ,nd sh,U inctude the foUowirtg construction features: A.. Studs-Walt rraming may consist of &tther wood studs or stttl <honn.1 .tlld.. Wood Itod. 10 consist 0' no", 2 'by 41n. lumbtr spo<t<l 16 in. OC. Stl.lltuds to b, ",in 3-5/.8 i". wid. and spiced mile 24 in. OC. e. WlllbOllrcf, GYPsu",--S/8 in, thick,' ft wide with SqUif! or tap.'td odg... Th. gyp,um w.llboa.d typ.. Ihi<kntsS. ",,"'bor of lay.." fast.MCl' type Il"Id shttt ori.nUtion shill bt .s s~cifi.d ir\ tne individu.l U300 or U400 S.des D.sign in tn. Ul Fir, Aesh:ta"'f Directory. Mil( diam of o~ing is 4 in. . Tho hourly F and T Ratlnp of the Hre.lop syste'" are depond,nt an the hOurly fir. rating of the wall III.mbly in whfch ,it h: fn.blllod II ,hown In tho bible bel_ , ' , lad", 01 Wfll. Hr ,. btt"" Nt f ".ti",. Kr 2 2 1 1 1 0 2. Hotlmeutlk "po-O... tIOllm.toUic pip. or eondui! 10 b. intlallod tithtt conctntrie.Uy o( teettttdcity within. the fir.stop syst.m. Th. .nnular SlMC' betw.,n the pig. or I;ondult "nd th1 Dtrlphery of the OD4'nin9' shaU be" min 5/8 In. to ml~ 1 in, Pipe or'conduit to be rig;dty ,upport.. on both sid.. 01 ...11 a,s'/llbly. Th. followln9 typ.. of non",etaU\e pipes Ot conduits may be ustd~ A. Polyvinyl Chlorfdo (!'Vel Plpo-Nom Z in. diam In. .maUer) S,hedule 40 soUd or c.Uullr ,En't PvC p;p. for us. in d01ed' (proClsS or suPPly) Of Vf'nttd (dri.lin, Wilst., or vent) p'ipfng 5~ste,ms. . B. Chlor1nated Polyvinyl tblorlde (C!'VC) PIpe-No", 2 in, di,,,, (or small.r) SOR 17 cPVt pip. 10. u'. In Closod (",oms 0' ,upply) or \IOnted (d"ln. ,"",t. or \IOn!) piping '\'SI'''' ' C. flttgid Itoftmftalltc Coftdutt+-Hom 21ft. diam (ot S",IU,r) Schedul. 40 PVC eonwit ins1:Illtd i" ac:tordanc. with Art'lc:l. .)47 of' the Nat;onal EI.ctricll Cod., (N':'" No. 70). ), Fill, Void Of C.vity M'at.ri.I'-Se.lanl-'-Min 5/B in. thi,kn... of MU lfl~ttd..l .",plied Iftithin annulus. Rush with both surfaen of. Will. Additional flit m.t.r'l.l to b. instllted cuch thlt I mln l/4 in. th;(k c.rown is formed Iround th. P.,.W,ttn9 it.m on b.oth sides of Will. Inttnlltlonll Pnttoctt\lO Co.ti.... C..".-FSI9oo, FS1901, FS1905 and FS 1929 Sealant -B.lring th. UL Cla$151ftution Mlllcing .811""''' the UL ~i$tin9 Marte ThIs wribt Up doM not QOntllin latest $Y8tem f'lIVision P.4 Tllla """""'was ~11IClId t1'( G_ Cor>tlrvction p~ lrom Tn. lll8i odlflon of 1110 UL "'" ~_ DlrlClOry. ,~ Envelope Compliance Report COMcheck-EZ Software Version 2.1 Release la 90.1 ('89) Code Edition Section I: Project Information- Project Information: cCREEKSIDE ESTATES LOT 2 ~ Owner/Agent :_,L._~~:_.," GREAT WEST MECHANICAl. Document Author Information: mOMAS WOLDMOE Notes: BUILDfN<TeeNTRA€TeR MUS'f USE-BUILDING MAT. WIHCH-MEET THE MINIMUM R- VAL VB ENTERED INTO TInS ENVELOPE PROGRAM OR GREAT WEST MECHANICAl; WILL NOTBERE"nJ""lBLE FOR IffiATING LO"ADS. Section 2: General Information Building- Locatiow. Climate Zone: HeatingDegree Days ~65 degreesF): Cooling Degree Days (base 65 degrees F): Building- Use Method oH'ompliance: Jordan; Mimtesolll-- 15 86t1l- 447-- Whole E"':l.li__6MethOO Buildin!! Tvne Other Floor An;;! - 3??oo Projecl Description (check one): New C..~:"_.Joft Addition _ Ab.~:':c'. _ U..uu..Ji:':._.c.tSheH{File Affidavit) Section 3: Requirements Checklist Air-Leakage;- ::;'r . ..; ::':rtification; and-'....r.- :l_:~rder-R .,.: Inspection Date- Approved tY IN) Initilll All joints and penetrations are caulked, gaskeled, Wf~r~.... .:.:ripped; or _.::~..._ 'J~se sealed Windows, doors, and skylights certified as ....,;.,........:n6 :.,;..J~.:..6.;.. ~~"1.....:.....~....,;....~ Component R-vaIues & V.factors labeled as certified Vapor ICtarder illStlll1ed- \j ~ ~ Climate-Specific Reqlli """,.] Comoonent Name/Descrintion 6ross €avity Cont. Proposed BOOget Area R- Value R- Value U~Factor U..FactoT(af nltS3 40".!! 0.0 0.027 0.046 15532 19.0 0.0 0.068 0.067 - 3t37 0.500 0.520 133 0.320 0.1l2 --' 4752 0.0 0.588 0.091 162 0.360 0.1l2 Roof 1: Alt- Wood JoisflRatterffruss Exlerior Wall I : Wood Frame, Any Spacing Window I: Vinyl Frame; Double Pane'~ Clear, shge 0.70; pfO:Z-S Door I: Glass Basement Wall.t: SoIld Olllerete or Masonry ::> ll" Furring None, WaIl Ht 8.0, Depth B.G. 3.5 Door 2: OVerheaa (al Budget U-faelors are used for software baseline calculations ONLY, and are not code requirements. Envelope PASSES: Design 0.1 % better tIlan eo<re- Section 4: Compliance Statement The proposed envelope aesign represented:in tllis document is consistent with rI1e building plans, specifications and other calculations submitted with this pennit application. The proposed envelope system has been designed to meet the 90: I ('89) Code requirements in COMz:heck-Ez-Version 2.1 Release Ia: Principal Envelope Designer-Name ,(f/o'c/S~n6 Signature -!,-:" :? 0 -Zoo / Date .- ,-"". ~ ~, Mecl...u;.....1 C C',,,, ~,:',< nee 11.<':;1"'" ~_.- COMcheck-EZ Software Version 2.1 Release la 96.1 f89-)-€ode Ej:::._. Section 1: ProjectInfonnation . Pr~ Infv._~';.... CREEKSIDEES'fA'FES-LO'F-2 Owner/Agent Infonnation: GREAT WEST MECHANICAL Document Author Infonnafion: mOMAS WOtDMOE Notes: BUILDING CONTRACTOR MUST USE BUILDING MAT. WHICH MEET TIIE MlNIMBMR- VAl. VB ENTERED IN'F& THlS-ENVEU)PE PROGRAM.ORBREA T WEST-MECHANICAl. WILL NOT BE RESPONSIBLE FOR REA TlNG LOADS, Section-Z:-(i.v..\;;, ,,: Information- Building Location: Climate-Zone: Heating Degree Days (base 65 degrees F): CooHngDegree-Bays (base-65 degrees F-): Building Use Method of Compliance: Jordan, Minnesota 15 8618. 4-4-1 Whole Building Method ~~'..:,,;:v.. lei...:!. ._.e): New ConstructiOlf ~?ddition _ A;"'.a';v.. _ UnconditioneltShelt~e Affidavitr- Section 3: Mechanical Systems List Quantirv System Tvne & Descriotion -', 24- HV A€ System-+: Heating: Other, -Gas-lCooling: 8ther;Capaeity'<65 kBtu/h, Air-Cooled Condenser / Single Zone ".. I..R' 'Ch kIist- i:J"......v.."I/. '..,I..............__I....__.....s. ec [} I. [} 2. Generic Requirements: Must be met by all systems to which the requirement is applicable I] 3: I] 4. [ ] 5. I] 6. I } 7. I] 8. [ ] 9. boad...1...ia':.,,., "..1997 ASHRAE F.,.':"'u_.";Ms-. Plant equipment and system capacity no greater than needed to meet loads - 2....".;v... Standby equipment ~_:._.~::...l:y.off ...:.... ,,':_'~j system is operating - Exception: Multiple uuits controlled 10 sequence operation as a function ofload - ~L.:,.._.., __,. "..,,,.,alure COftt..: d..:.. per-systeHr" Miuimum one humidity control device per installed humidification/dehumidification system . TI.vu...'~';v controls must have~deg: F j....L_.j. - Exception: Thermostats requiring manual changeover between heating and cooling Atttomatie Controls: Setback l6-5-5-dego F (healtand-85degoF-(eool); 7-day clock, 2-hour.occupant- override, 10-hour backup - Ex_,,':....€ontinuously -".-~::-'6 ;.~__~5 - Exception: 2 kW demand or less, submit calculations .. A:cL::~:L sIttIl-6ff dampers 011 Clffiattst syslems-aOOStlppIysystemswith airflow >3-;000 cfm.. Outside-air source for ventilation; system capable of reducing OSA to required minimum - R-5-snppIy and return air duct illS11lation in uneond:.:.....: spaees. . R-8 supply and return air duct insulation outside the building , R -8-iM~!,L~__ c etween ducts afttHJw.building-exterior wbenduets are part of a building assembly - Exception: Ducts located within equipment - Exception:-Bttcts with interior'a...i .,..__:.. .....,,__...... di:!t._~.... not exceedin~l5-dego F: ~ [I 10. ITucts sealed- longitudinal seams on rigid ducts; transverse seams on all ducts; UL IlttA or 18lB tapes and mastics [J II. Mecbanical fasteners and sealants useltro connect dUcts and air disllibution equipment [J 12. Operation and maintenance manual provided to building owner [J n. Balancing devices provided in accordance willlIMC 603".!';- Requirements Specific To: HV AC System I ~. - -. 'D' " J,,"'...,,'........~ ....'''''.._.... ....A...,'.........!. es( "Ii""". ' The following section provides a more detailed explanation of the requirements listed in Section 4. Generic Requirements: Must be met Ify att-systems to wbtclrtlle requirement is applicable I. Design heating and cooling loads for the building musl be detennined using ,,"vvv':.rres equivalent to those in Chapters'2iand 28"ofthe ASHRAEI.;.....;~:, ofFtmdamentals'oran approved equivalent calculation' . procedure. 2. All equipment and systems must be sized to be no greater tban needed to meet calculated loads. A single piece of equipmenl providing both heating and cooling must satisfY this provision for one function with the capacity for the'other'function as small as possible;withinavaitable-equiprtrettroptions. . Exception: The equipment and/or system capacity may be greater than calculated loads for standby - purposes. Standby equipment must be automatically controlted'to be otrWlien the primary equipment and/or system are operating. - Exception: Multiple units of the"sllme-eqoipmenttype"Wl1ose'combinecl capacities exceed the calculllted load arc allowed if they are provided with controls to sequence operation of the units as the load increases-or ~ decreases. J. Each- heating or- c:ooIing system serviflg 4 .:..,;:" Lv.." ....JSthave-its-1lWft't".....-"."lure control devieeo ' 4. Each humidification system must have its own humidity control device. 5. T:._u.._.:":" vv..;..JL..", both heating-~": vvv::..", mustl:.v _,,,,;.It. v;,."':..",;.':ng a 5 degree-'F deadband-(a range of temperature where no heating or cooling is provided). - c',...,,;:.m: f.\.,.&L~.j capability-is ftOt .,,~_:....l-ifthe :L..c...Illl-OOcs-ftOt-have automatic cblmgeever-- capability between heating and cooling. fr. E._ oJo,_...or'zone-control must be1t ".v",_~._....:iv Lv___..;,~; or other ~_L:C,i.tic controtmeeting-the--- following criteria: a) eapable-ofsetting-baek ,...."".41ufe-t&-55-degree-Fdt::.::c.,:, L...;:_." ~.& o~,jng up to 85 .::~,;.;,;.:' during cooling b)- capable ofaut...~":...Jly selting-baekors:._..;.... .Iv.... OJ..~m' J...:..", _..vvv.lpied h=using-7'different day schedules c) have 4.. "~....;.,,.rible+-hour occuJl8fll oveffide d) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - 3"...,,;:v... A setback or shutoff'..,Ollbvl is not __~":_.J _.. ::._...._.:..:.. tbatcontrol systems serving areas that operate continuously. ' - 3"...",::/1' A'setbaek or shutoff.eont.J. ;. uv' ,,--,":.~': :.. sys;~..." ..::It tolal energy dema/ld of-2 l<W- (6,826 Btu/h) or less. 7. C_..L_.":. supply systems with dv.:",.. ":.3ow~ "'_ ;":':v_ !~~__ :J;llOO-cfnt of outdoor air and.all-exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The-syst:c.c _c...,,; supply outside ventilatiOft air~. ..~_:red-byChaplel"4 of the InternationalMechanical-Code. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum reqnired levels;the system ...~, :-.. ~""me of reducin6 __,J_v.":r flow-to (..v _...:_.:..._.. ...~":..llevels. 9. Air ducts must be insulated to the following levels: a)- SuppIy'and-retllm-air ducts for ctlftditiollCd airleeated-iIt __,_.d1li6ned spaces (spaces-neilher heated nor cooled) must be insulated with a minimum ofR-5. Unconditioned spaces include attics, crawl spaces;onlteated l~ov.....__;. ~.J _.J1eated garages. , b) Supply and return air ducts and plenums must be insulated to a minimum of R -8 when located outside the building. ~ c) When ducts are located within exrerior components (e.g., tloors or roofs), minimnm R-8"insnlation is required only between the duct and the building exterior. - Exception: Di1ct insulation is nor required on ductS locawcrwitllin equipment. - Exception: Duct insnlation is not required when the design :....I'..~;.Jre difference between the-interior and exrerior ortlle ducror plennm does not exceed 15 degree'F. 10. All joints, longitndinal and transverse seams, and connections in ductwork must be securely sealed using -- weldments; mechanical fasteners witll seats, gaskets, or mastics; mesh and mastic sealing systems; or tapes-. Tapes and mas-tics must be listed and labeled in accordance with UL 181A or UL 181B. II. Mechanicalrasreners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment including mnltiple-zone terminal units. 12. Operation and maintenance docnmentation must be provide<tto me owner that includes arleast the following information: a) equipment capacity (input and output)andrequired mainrenance actions-- b) equipment operation and maintenance mannals c) HVAC syS"1eID control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on- control drawings, ar control devices, or, for digitalcontrolsystems, in programming comments d) complete narrative of how each system is intended to operate. 13. Each supply air oultetor diffuser and each zone terminal device (snch: as V AVor mixing box) must have its . own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwOfk, terminal devices, and supply air diffusers: Requirements Specific To: HVAC 3.,.:._1 3~,-~:v.. :;. e.........;..:........." Jtatement-- TI.. I".I'...d ...""l~':"": d..:gn '~I"~~_"'_!.. in-thisd___.....dsconsistcnt with-the building plans, specifications and other calcnlations submitted with this permit application. The proposed mechauical systems have been J..:.....:d-to-me<:t thG 9&.-1-('89) Code ..~..:..__....:..! in eeMcheck.EZ Version 2." Release la. Principal Mechauical Designer-Name Signanrre Date "....- J1 11:54 FAX 763 544 8631 ,--., WALTERS CLIMATE INC. .~ " Quotation To: GREAT WEST MECH. Date: 7/18/01 Quote No.: 71801PF1 Attention: NOAL Job Tag: APT. GARAGE Weare pleased to quote you as follows: Quantity: 1 Rupp Direct Fixed Heater Model No.: RAM-18 Complete with the following: - H1 Unit Arrangement - ~OO% Replacement Air - 9,000 SCFMI 0.1 DuctSP I 0.2 Total ESP fRPM: 773afBHP: 4.53 . - Electric Current: 220-240/60/3 4.wire . ETL Label - Indoor Safety Switch (Disconnect) - Unit Location: Indoor Installation . S HP Motor - Open Drip Proof - High Efficiency EP ACT - 972 BTUH (in 1000's) / 100 T..._r.......:..ueRise (degF) - Gas Pressure: 29" to 2# (Natural Gas) - Gas Controls: Two (2) Main Gas Valves. Both SolClloid . T ..............u..ae Control System: 401M. Maxitrol - Inlet D........._ with 2 Position Motor and Interlock - 090 Galvanized Casing - Unpainted Casing - Low T __...~ Blower Shutdown with Bypass Timer . Burner 0nI0ffIntake Air Ductstat - · Operating Lights on Remote Control Panel - Adjustable Drives - High Gas Pressure Switch - Exh. Fan Interlock - CO Detector Interlock Total Price for 1 unit(s): $5,126 (Frt Allowed) Estimated Weight (each): 1316 Ibs Rcp Contact: PERRY Office: Walters Climate, Inc. · ITEMS Slurr.cu SEPARATELY TO BE FIELD MOul"!.cu BY CUSTOMER ~OOI " 11:54 FAX 763 544 8631 ~ WALTERS CLIMATE INC. .. c ~" " "'-Oli I ~ ~",---l ~::::::::::::~ I I .. - "i"\)'> I iJ!I- - .rr- : : R I ~J r--.-... L.~ ....- r-'" ~~ _ I 1 ~II! ~( ! .. ~--l.-I- I';:~---l ,..__m.., I ' l'r -1 Ih .4tr.~~ \, J l--l--J~-- -+t-.'I-.~ 'l.. '~' ,I ...;z..J'i ~' 11 11 ....!'...' :=...' 1 I - = -=~ , ~.) j-;J i.!".L' '-~-.---r I ;, -"L:-J I BS 19 n.., III ~ B " It:. 1 FT--~-" T--r-, L....L.__..._.... ~ ~ ~ ~ lr 'f' ~ ~ '" ~ r ,.- ~ O~!t~~~, <.> 'ia - , ~ 1 1 ... .,. "','-.,--_1 .,1.._..11"..1... -" lICl "'"' ,. 02/10. ". . -" r'~ ~K 1'~1! I~! :. ~I nsl Ii ~~~ i !i~ -. .1 II Ii i !i! I ~ J ~ I i ! I ~ . I I ~~~ P 1&1 H H ~h u ! I I I ~ u . . u II 141002 t t '~'~'~'~'~'~'~'~-I .! ;ii:i8ii8iiU ,. 11I110ll0ll88'" <lial181 II II l!l!" ~~ec==l:l:c ~HeHH:: IotNNNhlN....N"'I illS 15 15 allllllll " ;;;;~~~~;F Ee~l!~~II~: E.!!_':::_!::__ =;;:;~=;:;j::;~;lI: bd.lltlltllbbl~u U~n~l:E. iHi!H-T; ~;jij~;u ;;j ngB~ i~~ .. .. ~ oo;;~oooc: < " ~ N ! ~ i B> ~ --------j i I I I '~I...I I :, :'1 fIAM.....20. 22.3. 27,~. 33 AND :!B ARRANGEMENT H1 ,.....-......JTAL. D1SCHAROE 1== ",..... ,1 11:55 FAX 763 544 8631 ~ WALTERS CLIMATE INC. 1lI003 VA-201 M SERIES STAND-ALONE '," """ , ..,,; " . ~" .... .'j., '~" GAS M ON ITOR ;',. "",, " . 11:56 FAX 763 544 8631 WALTERS CLIMATE INC. IiiI004 ~ co NO, ~~ I cam_1Bs lit, 1le/rig811111ll 1!05 ~ ~ SOz .-\-201 M SERIES a'ECHNICAL SPECIFICATIONS ca.. Det8CtecI . o.tec:otlon Rang- 01""",_ I az........_ 0-500 ptlI11 0-250 ppm ().10ppm 0-2'llI O.10PPlll 0'100l\ Lll 0-100 ptlI11 0-2'11 AcoUl"llO)' 01_""'_ I az.qpellftlOr 8% 5% Il% Il% 5% 3% 3% 5% 5% 10% 10% 3% 10% S'lI S'lI 3'l\ ,...J. " 1 I I ()'50PPIll 0-25" D-2P111l 0.5 ppm D-5O'lI, L.E.L O.looppm 0-1000 ppm Q.5O ppm l"'~ : I, I Power Requirement: 17-27 Vac 24-38 Vdc Alarm l.eveIa: High and Low Time Delays: 1, 3, 5 or 10 minutes Capacity of Retay Contact: DPDT 1/8 HP, SA, 24 Vdc or 240 Vac Concentration Dlaplay: 10-step LE.O Vlauallndlcators: FallurelnClicatiort: Y$lIowLEO Normal Operation: Green- LED . Audible Aliii'ITi: 65 dBA at 3 feet (1 metre) . '. SeI'Islng Technology: Ql-type Serlsor: 'CEI~Ic- hemiCf! ,(tpxic),. ' '. ." .... .., ata'l' . coni."ustiQri:{oombUstlbles)' ./ ..... ..... .'. ....DltIUlSIOtfti;llill'cetl (~,~,"';'n)'" . ..... ..... . .. 02,~pe Sensor,:-.:.~~",: .;.,g~~jtln:.'. '.. . .... '.. .... ..... ......~~~~icordU~~~,,;.., 0""."sl(,)n8.: B.~ jp.(fi).x,;5.$.iri.{V'4:1(2.25.in,(D) .' '" "', .,. . . _ _,.(2l,3 crn.,,-J3.4cm :lC.p.-7 crn) . . . . Welght.:Ue Ibs. (.350$g) :~Z:~~~i:~;~?~t!~ .1,@~FX~d9.,~.~~.9)" . .,;,..;' ;. "".,}Q~I:i~6lN~iN~.9~~'t\;iJ.9~., ,. .'."',,:," ,-.,.," . ".: ;:-::',,',;' '~~~ii;::,~:;'... =..~...:~-",. "~~~~~~~~~d~:":"?~~='''''~ ../ t' . <3.. J;; 'I! l ... fie{ I /2 -~Ig ~2()d' L. E. RIBAR COMPANY, INC. www.leribar.com Heating. Ven1lllltlon - Process !qulpment 2107 Como Avenue S. E. Minneapolis, MN 55414-2599 Ph: 812-331-4154 F" : 612-331~987 II. 1- IIITITIOI 1- '-S INIlUST~11lL COIIMI"'CIA~ eQUlP...NT MANUFACTURING ~TD. lilli!!==iii;;'iiiliiiiillHllifl!!;i:iii!iilll!ll!imlmi&:~:ii!!!!ii!iliill!H!!U!!U!!:=!5imllUm!III!!1!!p.!t!!m!!:!!liiimf:iiH=i~lllllmm!!!!;;;~iiiiimiiiiiiilltljl"!lr.UI!m!=!=!!i:iii~llllallllm,"jjiiiilHiiiiiiUila;lllUlmRl TO: GREAIJIllEST M~C:I-IANIC'''''L, INr 24D6Z.i&.TH 8T IlIll.J.AKE _ ~L _MIL. 55309 DATE: QUOTE NO. . PROJECT: ~OCATION : TAG: WDttn..l"I~ .Jul.1B,2001 PM.01 ~A1? CRFFKSIDE APART""''''T'' '''''l'lA I AKE MN . ATTN. FtL...- -- FAX: ~ WE WISH TO OFFER FOR YOUR CONSIOERATION THE FOl.LOWINiiHEAiiNG,V!;NTILATION'PROCESS EOU,PNiEW;:-:-. . _. QUANTITY: TYPE OF UNIT: QN~'''I' tuafCT GAS...8B.EQ.MAK Ue. ..10 lo&I:'TEFt UlJiKI OutmcaAlEl.~ CONSTANT vnll IME INSTALLATION: 1IlIQ00R CONFIGU~TtoN :I::iCIiIZQNTAL.. ~IOIolT "'4"10 OISCHARGE : illC OISCJ-<...nF itlIC.JlETURN A1RI -m.ueA~C~'10131U.i WEATHERPROOF CONSTRUCTION PAINTEO CASING INSULATION: FUER SECTION INSULATION' SURNER SECTION INSULATION: BLOINER SECTION V SANK FIL'TER SECTION FILTERS: PER!l,ANENT TYPE MOTORIZED INLET OAMPER V1aRATlON HANGERS - SPRING HINGED DOOR. WP HOUSING ACCESS HINGED DOOR - BLOWER ACCESS HINGED DOOR.. FlL TER ACCESS HiNGeD ACCESS DOORS PILl.OW BLOCK BEARINGS ( 2) SERVICE AND INSTAllATION MANUAl(S) M~8e1ll1_TIONU STANOARD MANlFO~D E T. L LABELED NATURAL CAS BURNER 1 .5 PSI INLET _SSURE MAXITRO~ 114 CONTROL (DUCT Sf A T) DUCT THERMOSTAT CONTROL FLAM! ROO HIGH CAS PRESSURE SWITCH .... NlANUFACTR: IwnIIJtT'AI4.L COMMEPC.l.t.t ~C'.ll JtPUFNT ~OE" . BIolA-1 1M . CFI! : S,1lOO . STATICPRESS:a.m :w.r. .~." QJlI\O :W.C.T.S.P':__ STUH: 8Z2mO. INPUL_SZ2.ClXl OUTPUT_. TEIolP RISE: 100 F UNIT WEIGHT: "MOTOR SPECIFICATlOr:lLi 7.1fl HP . SINGLE SPEEO ODP. HIGH EFFICIENCY 230 VOLT J 3 PHASE I 00 CYCLE - 3. WIRE' PLEASE VERIFY' FACTORY MOUNTEO FUSED OISCONNECT SW1TCH CONTROL VOL TAG! TRANSFORMER MOTOR STARTER ADJUSTABLE DRIIIE ~TE ll<1/II..1I!llIolANEL 8~<1.!PleATIIlNS ; STANDARD COllrRO~ PANE~ "ON - OFF" SWITCH "SUMMER. WINTER. SWITCH "IlURNER ON" LIGHT "B~OWER ON" UGHT DISCHARGE TEMP SELECTION DIAL MJSCiI.I.MaQIII.EUC1BIC&. tl'Ji.<;IFICAl1Q!!.i.: INLETONiOFF DUCT STAT FREEZE PROTECTION (T1MEtl) EXHAUST FAN INTERLOCK REU'I Y .WTERLOCKREI.AX. . '. . MlSe9 I .I.t.llaus ACCDSORIIIS1)<<lTES : START UP SERVICE IlV RIBAR COMPANY - 1W0 (2) QUANTUM CO'STAR 24-VC CO SENSORS . ONE (1) QUANTUM MASTeR CONTROL PANEL NE;I....!' R.ICE,.: ..,.................m................._.... $8,345.00 F.O B. FACTORY.. FREIGHT ALLOWED 11m![: PRICE SUBJECT TO CMANGa IF TllE VOLTAGE. GAS PRESSUR~. UIIIT ARRANGEMENT OR CAPACITII!S Ai'll: THOSE OTH~THAN THAT SHOWN ON THIS PRICE QUOTATION. PL~ASI; CALL FOR A REV1S~C PRICE IF NECESSARY. 9PTIONAL~Tl!I : FOR: FOR: FOR: FOR: 0.00: ADD: ADO: lIDO, OEOUCT. OEOUCT . DEDUCT OEOUCT: ''TI:lWti (Jl" QUOTATION'" ClH ATT~CHEg HlIOCOMC: PM't 0- I...CPROPOe,t,L TalIMS . NiT 10 Q.JOT"~ '1AIID FOR ~ DIovA rREICHT CHARG!5, fA)Cg: A.NC.Oft.l:HART UP MSI&lAN;f HaT' tlCl.UvED lJNLSSS 6P~(,;lfll;;"'I.L V STAn:U R..pectM/y Submi~..d. Pat McGuire to'd L9S9 tEE ZI9 ~NI O~ ~VSI~ 3 , VL~:OI to-Bt-Lnr ~ r'4' I" OIA. \ IFTING HOLES C-3 .,. - -- - - - -1---, r+8URNER <= - - - -l 8+l5 n _/l ~ ; r~ =.; - 1 93 II I ~tll I 0 9 i U - "' llli~~ LL,..__~ - ~ - -GA~ tIIINIFOl.lJ T - ~CT1i1ICAL - ~[. ~FLAME . . . -,_ C!l.~A~l~l _ ~._ _ CJHPARTME~ VI EWF'IJI!T - OJ V lQ. i:PTIONAL OISt:llNNECT SERVICE ACCESS OODR SWITCH 80TH SIDES . 03:3ZP L E ~AR CO INC 'i c. -!- ,- r PIPING Cil>F'AllTMENT LOUVER r-VENT CO_c-rTr:I< 21 f-j I -- C IT ~' / _1 4A ~):~.J L~\ 1/16 \.-. (,AS Cf)>INECTlON I I 2 1/4 'i --- .. / f/)) . Jl. '(,.... / / ",- ()./ - ...J'~3 SEE llETAIL ~ "i:E1AIL A" BASE Piff,CASlllli BASE I'QAME 13/ I 6 r'" \ I t... -J).r'Bl 1 1/16 I . ---31/2 BASE 0.0.- CASING 0.0.- ISIZE I ~R-I IQ 11l0-112 l...!&-II'l ~1!w.-116 I RO-I.<!.l! I RQ-122 I !i0-12,! 00-127 I ~j~I::lO O~L HiREEl ,{~ ~::- ? TI ITI; /' J..i ~M J..II\ 1 i'C \/2 -24- - 21 1/4 l- 1 \/2 O~Ll OIS OA . (3/4 T 61Z ~1 6954 P.OZ _ ~,tf/2 ~ I 1/2 pl{oL 4, ,~ N F lL TERS IN H:IJD FIL TE~ IN V-!lANI( .:l.!!I/? (4'20..20.2 38 1/2 54 3/8 54 '3/.~ I ,") 20 .. 25 . 2 45 3;" 45 3/g I (Q) 20 )( 2S K 2 56 (6) 20 . 25 . 2 ~~.....-J (9) III . <'5 . 2 56~ (4) 20 l( 20 )( 2' US) 20 x 2S x 2 I ( 12) 20 . 25 . 2 (10) 20 .20 . 2 (10):;>0.25.2 61 IllAKE..lJP AIR IJNlT /TYPlCAL COIllRlll. CIlCIIll ~ r~'~.';:.J- I I I I I I I I I 1M L..--[1]-1\ ~_......., cp ~ ~~'~ QUANTUM IllASTER .... I. 1,...l.PANEL ,@:-tOUtr... @l'CWIRo."," "" I ~- r - -{A]-o,:J.. []}- . ... . I fnl .~..., ............. I LPJ ,p,;'" E R1 I """" I l .........,- I H I ----1\ LfFl I '1'[' t..;-.J I I I I r------r--- ~:..:.. 1 ~ ..JI\- _ _ _ _.,.. ..JI,- _ _ ~~.:.:~ I lit 60 Il~ ~TI : .'.:::~ u.. L.. _ _ _ }. L _ _ _ _ _ _ _ J ~~ 11"{G . I I I , ______-J r------I==______~ I CO"JM:: SlWSOII CO' 1M: Ilt.lIIOR _ a..r~c........r,m.~"''''''' ""....'.....l;IO....llMr...... .....w. Oe,I1:CltOGIf.....Il,.....w:u..l:(NIICBoPtA .. [I}- - l I I I I I I I I I ~_.J ;:pJ 10' CO-STAR ...- .... . .... . -. CO' 24VC SENSOR Eo' o \oJ .. \oJ Iol '1J r 111 8 ~ ~ 12' n o ....-.... ~ , I T-' \ ,......._1 ,-"""/ , CONT'n'~ " I .... ,,- -- .... z n 01 .... N NORT1t COUNTRY FORD IIIIW-1 FOI 0I.eas il .... 01 III 1lI '" :d 2100 (COSTAR24112DB) QUANTUMI.#lI'j~'~ ,I..' ..IIJE FAN CONTROLLER ~ L. E. RIBAR COMPANY '1J 2101 COMOAVE SE . MINNEAPOlIS,MN6541<1 ~ PH: (812. 331-8954 FX: 1812, 331-fi51 ~ 03:33P L E ~BAR CO INC C: SPECIFICATIONS MDdel24 vc Fat! actuation "'1: AIlmn Levelo: Alarm _I: Audible Alarm: S8nur: '.0..." S.nmr LIfe: Supply Voltago: Roloy Conuct: IIol-v Rilling: FtIn Syolem 1_: I!nctoaure: Weight: l., """';1 en ,"t: 25 ppm Dr SO PP1' carbon mono_Ide (CO) OOpendlng on local OSHA regulations 1. E_ng 100 ppm or 200 ppm CO tor 16 Minutes 2. ExceeclngOSHA.,.. ,__ Ilrnh of 280 ppm hours or -400 ppm houI'G depending on IocaJ OSHA rogulllliona AU1OIIIIl1Ic reoet When .Iorm c:ondlliDn ...... 86 db pieza-II",," MeIalO.ldo_, CMOS) 2.5 yoM> ("'1'10..._ 01_1;1) 24 VAC. 60 Hz. 0.5 ."",. Single polO, normoIIyopen 5 amp. at 24 VAC Require normally 01OOeO 18"'y 6' x 8" x ,.. ,"y enamel over 115 Dill.Ige glllvanlzlld .-1 with hingMI. ItICkabaa cover 7 lb. '10to125"F; 10% 1090% _... humidity ~ TYPICAL INSTALLATION 612 ~1 6954 P.05 Model 120 VC 25 ppm or SO PP1' carbon mono.IOO (CO) cMl!pendlng on tocaI OSHA ragutiJlion5 1. Excooding 100 ppm or2oo""," CO fo, 15 m"'-- 2. E..;._...,,, OSt1ArecornmenCled do&e Umtt al28ll ppm hoIn or 400 PI"" hou<$ dolpending on Ioc:aI OSHA regulB1ions AlAomatlC 1'8881 when ...rm condition deel'8 8!IdbpIL.. .:_.. MIlaI Ollldll SomicalaUClOr (lIIOS) 2.l1 yeara (,op_o module) 120VAC. 60 Hz, D.' aMp. Single pole. normllly open 1.6 amp. 81 120 VAC. 1.5 omp8l 30 voe Flo"",.. normshy _ reloy 8- x 8" x 4" gray powder coal O'lIIIr 14 gauge phoI;phaliZod 8IMI with hinged clamp cowr Bib. .1010 lZS"F; 10% to Bl)"t. ral&lMo humidity VI:; VC VI:; F'ClWER p[M'fR ~ 120 VOL! N'l IT RELAY N'UT REI.A y INP'" Ra.AY. III '*1 r+ +to- 'JFlAlISf!!RIv'F.R KIF ~- T!! T1 12 r1 K2 T1 12 Kl K2 , - -c:::J- O-c - ----- RESET SWITO-i '-C:::J- ---l e4'11~ ~T 24 VOLT N.C. RElAY .RfM.J t:nnteet..e ~ In r.bud po.lbm. Urt.li apW'llLlng In . CO I've 8nvir'DlTTWnL WIlIIn a:l1Ii da~ctIK! or puwur" (IPICl. N!ilay r:nntftd'A t1JW'I us Pablnf 4.8!l6.143 Mal'lufaClunlCl by 'lI!t ,1lw-.lllM \;Iil U ,'-. ~11211 SorNnfOValloy Road San DiOOO. CA 92f21 Roprosenlecl by + FAN STAHlER ~ 03:33P L E ~BAR CO INC C)COSTAR' c; Industrial Applications · Parking Garages Underground Enclosed . Warehouses . Service Bays . Factories . Tunnels . Fire Stations 612 ."""$1 6954 P.04 VC Series Carbon Monoxide (CO) Detecting Ventilation Fan Controller 120VC 24VC Ci DESCRIPTION Save money and energy by activating ventilation system components only when needed. The patented COSTAR- carbon monoxlde detecting ventilation fan controller monitors the CO level in the surrounding IIIr and activates the ventilation system when the CO level exceeds specific levels dependent upon local regulations (OSHA standards differ by state). A single COSTAR"' controller monitors up to 10,000 square feet. Multiple controller Installations are made by simple series connection of the desired number of controllers; no central panel Ie needed. If a malfunctiOn is detected, the controller activates the ventilation system and signals a fault wamlng. Indicator lights clearly show the slatus of Ihe controller. No field calibration Is required. Ci OPTIONS The tollowlng sre available as factory options. The alarm level can be set at 100 ppm Instead of the standard 200 ppm level. A second relay can be added that activates when the alann levells reached. A keyed tumbler lock can be provided wlth each COSTAR" t 20VC. " SPECIAL FEATURES . Easy installation . No field calibration is required . Status lights on front penel . Fall-safe circuit design . AUdible alenns . loCkable heavy steel enclosure . Aec!ucecl susceptibility to false alarms . Built-in microcomputer self-tesls electronic system . Dose measurement is similar to biological response . 2.5 year sensor life; quick. easy sensor replacement . Sensor end.of.lIla waming . 5 year limited warranty on controller ~ 03:33P L E ~BAR CO INC 6l.2 ~l. 6954 dimensional data ~ UNIT PLAN V'EW c~ / I I ,-~ I " , I, , I, .-,, , I . I _.I.~l.__'1 -' - . . ___, I , ::-:--~.=.=~.... .. , I, l _" , , ,---- if' (I~V~ A ~~TEV j;lD I!I <GV 6 DISC~ DISCH~E D~ER LOOVER ,... ,.... ,.... ,.... ,.... ,.... ..... ~~ I<'~ ........ ...., -, ;:- ........ " '-- ..... l. . ..,. ROOru~B J FIgure 44 t AU GaUl autlJed 10 c:hlnge. WeiQhls fIhown .re bRsed on previously manufachJntd units N'd accesSOriOSi. r ..... ..... ..... ..... ..... ~_. UnIt 9"'" I '.... H~ 'nIet 08""", ~ V-Ilank FIIIlIr I DiICt\..... Damper t _ 011Chl!!0ll u.,:..r i 14" Roo1 Curb _~ Roof Curb A Un't Wetght B CIsIrtb\nton C ___.0 58 1200 t 210 180 206.1 178 1711 230 230 160 210 :>80 !~I 20C) 95 135 135 I '110 ..!.!!. ~ 150 11lO 185 115 115 140 140 220 220 240 240 240 1 160 '60 '_'80.. ~ 2!!... 2!!... -E!.:t75 _4tO 4'.0.._ 410 I 260 - 280 . 125 , 40 220 235 325 345 .445 465 _ 340 375 '00 '20 200 2'0 :;100 315 400 415 430 300 320 90-' -liiil ""jjjj) "'"i7O 2iD""'iiS, 36S I 380 .- ""2aO 250 125 '140.220 ."ZiS' :325 . 34S L~ 465 490 'iiO 375 t. 1850 205 200 300 I 210 225 2115 4115 .,0 38& 436 510 20!10 205 260 300 2'0. _285. 225 310 285 1 3'5 4851 64. . .~!l!.1 72Ii ~-~!.'? 4Tli....~ 5711 725 2795 246 I 380 430 2l!5 310 31S 540 7\lO 645 590 780 P.os .. .. .. ~ ~ I ( '-.- INTERNATIONAL THE INSIDE STORY ON INDOOR HVAC APPLICATIONS .'-.- '-.- SKVMARK SKVPAK II HEATING AND CODLING SELF-CONTAINED PACKAGES CALL: 1 -BBB-SKYMARK . ~ ~ , .. T ~ . '" ... T I <> N '" L .. ~ ~ SKVPAK II SKYPAK II gives you a air-conditioning and heating an all in one package unit. complete system as HEATING AND COOLING SELF CONTAINED PACKAGES Designed for convenient through- the-wall installation in residential low and high rise, industrial and commercial applications. The all-indoor design eliminates the need for any unsightly exterior equipment, and refrigerant line connections, while maintaining arohitectural esthetics, protecting the Skypak from weathering and vandaiism. Skypak units are engineered to meet international energy standards. Skymark rigorously tests all equipment to ensure quality control before shipment. For the complete "Inside Story" on SKYPAK unitized packaged heating and cooling, please call Skymark International Inc. at 1-888-758-6275 [toll freeJ. >...I SkYPllk II FIIBturllB and Datil . Available in natural gas [direct vent), or electric heating · Gas input ratings of 20.000. 40.000.60,000 and 60,000 BTUH . Cooling capacity from 12,000 to 28,000 BTUH . S.E.E.R rating to meet energy requirements . Allows independent metering and temperature control, eliminating building-wide service shut downs as encountered with conventional systems · Primary and secondary aluminized steel tubular heat exchanger provides BO.30f0 AFUE . Return air can be ducted if required . Power vented through wall sleeve, eliminating chimney . High afficiency scroll or rotary compressor [rotary in 12,000 BTUH modals) . Convanient indoor access to all parts and service needs, eliminating bulky chassis removal and spares . Condensate drain isolated from air stream . Left hand or right hand unit configuration . Exterior grille available in five standard colours or custom colour match [optional] All components readily available as off-the-shelf stocking items at local wholesalers. --' SKYMARK Tel: (905) 4261812, 1-888.7598275. Fax: (805) 4261804. E-mail: skyma....k@istar.ca c I I c l c L ~ e INT~IlN"'TION"'L BKVPAK II GAS HEAT I ELECT. CODLING w.,./i~ I Model Number I Heating Section I Rated Input-BTU / HR I Capacity-BTU / HR ~~~E --- Cooling Section BTU / HR IC" -"----..---- "- BTU / HR Sensible ---'-'- CFM At ,30" E.S.P. -'-----.-- Jfficiency~.E.E.R.) j:ompressor R.L.A. _ COll1pressor L.R.A. Min. Circuit Ampacity ---------'- Max. Fuse / CCI BKR. ----.-.--- Filter Size (In)"" - - A'p~rox. ShiD Weioht '.'.,.}.".:.,.-,'"__,<',',_i,'...i,,',',',',,.,,'!!ce.,.'.:_,:,.,J""FW.-,./,..Xl,',"..'_W;"'IH"'f.'.'-'i.._,..-{,/.'; I SGAC2O'tlltl SGAC40tZtZ>1 SGAC4018121 SGAC601812I 208-230/1/60 20,000 40,000 16,160 32,320 350 (MEO-LO) 600 (HI) 86.3 . BO.3 208-230 /1/ 60 12.000 --- 1==-=-_~4~~ 1 10.0 r ---- 4.8 -'---- 26.3 i 15 25 x 18 I 40,000 32,320 600 (MEO) 80.3 197 min. Oper. VOLTS I 17.800 r - -- -14,000 C =___=- -=- 600 1 10.0 '-----9.3 r- - --47.0- C___ --=-___-14.13 20 25 x 18 -"-'--- .' -- "0 "," -""."'"'-'~'~~;Nj'~-_'~"'_/d';:'M'f.'~<ih"iidi'N:"!I.._i~J': -;:>.' , 60,000 48,480 700 (HI) 80.3 , 8.00 8.50 ";...~..',i.,i!.,X<i_:.~_:'_.-,-i.,.!..,- L=-_- \ 315 '.,"'di""..",'."_~M:H-'';_'.'i;;''.'i';ifNM{'''_'i,,'.'i'':'','-,'t'/.'i,','....:...''('NW_'.,'', '-j.-,,--,',, "'-"'.' I Model Number I S~.'fll SGAC602412I SGAC603012\ SGAC8030121j I Heating Section ) 208-230 /1 / 60 I l Rated Input-BTU / HR 40,000 60,000 60,000 80,000 I Capacity-BTU 1 HR 32,~ 48,480 48,480 64,640 I CFM 700(t.f)} 800 (MED) 800 (MED) 975 (HI) I AFUE SO.a: .. 80.3 80.3 80.3 I Cooling Section 208-230 /1/ 60 197 min. Qper. VOLTS BTU 1 HR T.C" 24.000 I 29.200 - BTm HR Sensible 17 ,800 r - --- 22,400 -CFM At:30" E.S.P. 800 1-- - -- 975 . Efficiency (S.E.E.R.) ___ 9.7 C-_-_~- 9.7 _CompressDr R.L.A. ___ 13.6 _ _ _ __15.0 Compressor L.R.A. .1 61.0 72.5 Min. Circuit Ampacity 20.00_ ___ 22.15 Max. Fuse / CCT. BKR. r- 30 35 t Filter Size (Inl*.... - - - - - -- 15.!18. - ~5_x.1 B-1 , ~P&~r?,~: St~ ~{ ~,~!P,~! ,"* f tiW! I jf,,,, #iI, '" " '" " '" *_~ "'txiW >F I ""Y ~~ " ~~_,~'j~W'i",.-:'It!"iim,.w,,,'i-'-.; ',/{"""_.':".".,,.,.;. -;"i'-'-'~"-'-"""-' ""'~'~'~;-;"1;!"i,.W",,"h""""' ..,."idf'H_':--h>>~' Caution: Cooling section of this unit should not be operated when outside temperature is beiow SOcF . .' Performance tested in accordance with AAI standard 210/40-89, and ANSI/ASHRAE 90.1-89 rating conditions of 95l1fcoooenser entering air, and 800F D.B./S70F w.a. indoor conditions. * T.C. aTU/HR - net cooling capacity (Heat dissipation from motors includedJ. ** Field Supplied As SKYMARK maintains a continuous product improvement policy, specifications are subject to change without notice. SKYMARK Tel: (805) 428 1 812, 1-888~7!39 8275, Fax: (805) 428 1804, E.maif':'iakymeN<;$etsr.ca 3 ................-.-------@\, ~ ~ ~J I ... T E It N ... T ION'" C ~ SI<VPAI<UELECT. HEAT I ELECT. CODLING I Model Number Heating Section KW Total 2081 230 No. Of Elements CFM BTU / HR o I SEAC251212I SEAC051212I SEAC1512121 SEAC0518121 SEAC7518121 SEACI01812I L2.:!~L~~~ 1 300 (LO) 7100/8700 Cooling Section I BTU 1 HR T.C' -~}~~~~3~~I~~- -------F- Efficiency (S.E.E.R.) CornPl'lls~.rR.L~,.....___ _C()lTIpressor!..Il'~,____ Min. (;ircuit Ampacity Max. Fuse 1 CCT. BKR. Filter Siz.~Qn)" ApDrox. ShiD WeiQht I Model Number Heating Section KW Total 208 I 230 No. Of Elements CFM BTU I HR I Cooling Section BTU I HR T.C' BTU / HR Sensible CFM At .30" E.S.P. .!fficiency(~,E,E.R.) Compressor ,!,"'-A. J:ClIl1pre.llso!~,-R.A. Min. Circuit Ampacity Max. Fuse / CCT. BKR. Filter Size (In)" '.,.~rf~.?~,.~~i~ .~~,i?ht I SEAC752,412I SEAC102412I SEAC1524121 SEAC7530121 SEAC1030121 SEAC153012I 208-230 /1 / 60 6.30n.71 8.41110.28 12.61/15.42 6.30n.71 8.41110.28 12.61/15.42 2 2 3 2 2 3 700 (lO) 800 (MED) 800 (MED) 700 (MEDL .. .~OO (MED) 800 (MEl>) 21500/26300 28700/35100 43000/$2$00 21500/26300 28700/35100 43000/52600 208-230/1/60 197 min. Oper. VOLTS 24,000 I 29,200 1 ~::__I 2;:~ 9.7 9.7 13.6 15.0 -----.--.-...--. 61.0 72.5 5~:4--- _~~.;~___ 4~;8_~~!4_+ 8~.:8 25x18 25x18 350 370 I r 15.09 I 20 ' .~-----.J__ 208-230 /1 / 60 4.20/5.14 6.30/7.71 4.20/5.14 6.3017.71 8.41/10.28 1 2 1 2 2 '-'-"".'.'-'--- 400 (MEDL__~_(HI) 500 (LO) 600 (MEDL 700 (HI) 14300/17$00 21500/26300 . 14300/17500 . 21500/26300.28700/35100 208-230/1/60 197 min. Oper. VOLTS 12,000 17,800 9,000 14,000 400 600 10.0 10.0 4.8 9.3 __._.m..._....._. . 26.3 47.0 29.06 . "1 43.65 29.681 43.65 30 45 30145 25x18 25x18 m.. .... .__ _...._ ._ _.'. _.. .. ._..~. 290 340 57.62 60 o ) \ Caution: Cooling section of this unit should not be operated when outside temperature is below 600F Performan(::e tested in accordance with ARI standard 210/40-89, and ANSI/ASHRAE 90.1-89 rating conditions of 950F condenser entering air, find SOOF O.B./67'F W.8. indoor conditions. if T.C. BTUIHR - net cooling capacity (Heat dissipation from motors includedJ. "0" ** Field Supplied V ~ SKYMARl<.maintatns a continuous product improvement policy, specifications are subject to change without notice. 43.78 45 SKYMARK Tel: (805) 426 1812, 1-888.758 6275. Fax: (805) 426 1804. E-mail: skymark@istar.ca 4 - - ~' "', -- , ---L.L ___- "" INT"RNAT,ONAl -. '-..-. '~ o SKVPAK II DIMENSIDNAL.DATA @ ....,.,...........l \J L".,.".... I ,I r-14_50"-rAi- B i 2.50"-1 I 25.00" 20.00" 2.50" OPTIONAL +- 13.75" i (GAS/ELEC,. I CONNECT.) . I O POWER - - VENTDFI DISCHARGE PIPE [SGAC UNITS ONLY} fno 'h_:: _ POWER VENT ~--- Uun EXT. PIPE 19.00" = FRONT 6UO" SIDE DRAIN CONNECT. 3/4" NPT i /' GAS CONNECT. \ RETURN 15.625" = AIR ,0 ~- 2.00" j~- +-12.625"-+ 22.625" I 29.00" REAR = = ELECT. / CONNECT. CONDo - COIL LEFT HAND UNIT CONFIGURATION ILLUSTRATED SUPPLY AIR OPENING UNIT COOUNG CAPACITY (8TUH) 12,000 + 18,000 24,000 + 30,000 A 8 I 6.50" j 4.50" j 8" 10" I ~ o !lnpart.nt: PDWlr VentDr dilcher.. pi,. m..t terminate '''.11/4'' froll ..t.rior .rilllllollre. Minimum Clearances. From Combustible Materials I TOP I SIOD.ES I BACK I FRONT FLUE j I 0" 0" ..... 1M 10" 1 For Installation on combustible flooring. For installation in an alcove or closet. Minimum clearance for service access - 24" to front of unit. As SKYMARK maintains a continuous product improvement policy, specifications are subject to change without notice. SKYMARK Tel: (905) 428 1812, 1-888-759 6275. Fax: (905) 426 1804. E-mail: skymarkO'latsr-.ca " ~ ~ I N T ~ . ... ... ... I 0 ... ... L f- ~ TVPICAL..INSTALLATION LAYOUT RETURN AlR v 15.75" i-t LEFT HAND --A-- UNIT CDNFIGURATIDN OUTSIDE WALL ~ AIR SUPPLY o " UNIT WALL SLEEVE 61 JO" BIDE VIEW RETURN AIR 1.00" -- I FINISHED FLOOR ~ -1- 29.00" o RETURN AIR RIGHT HAND UNIT CDNFIGURATIDN STANDARD WALL SLEEVE DEPTHS I A I 6" I 8" 110" 112" 114" I 63.JO" WALL SLEEVE OPENING FLUSH WITH FINISHED FLOOR B SKYMARK Tel: (SOB) 4261812.1.888.7588275. Fax: (905) 4261804, E-mail: skymark@istsl""'.ca v . o . . v a. ~l... ,,~' ~r~ , .... T E . N A T ION'" l . ~ c SKVMARK .SKVPAKlI ..................................www..w.... c B . OPTIONAL ELECT...IC HEATING &.15-115 KW 7 1 e .. e as 4 3 Left Hand Configuration Illustrated .. KEY COMPONENTS 1- Primary and secondary aluminized steel tubular heat exchanger e- Centrifugal evaporator and condenser blowers, zinc coated wheels and painted housing for rust resistance 3- Available in left hand or right hand configuration 4- High efficiency compressor 6- Heavy gauge galvalume insulated cabinet S- Honeywell "smart" valve c/w hot surface igniter 7 - Power ventor S- TX valve .I. D C SKYMARK Tel: (805] 426 1812, 1~888-759 6275, Fax: (805) 4261804. E-mail: skyrnsl"'k@istar.ca . ~ ~ QU!l.LiT'i' ENGINEERED PRODI_C1S ~ THE INSIDE STORY ON INDOOR HVAC APPLICATIONS \] _,;~'iJ!~ " ,...l!Ji SKVMARK HAC" HarlzanHiI Air Coaled "W-C. .11=1.akage Indoof"', through-the-wall ductable air conditioning. Available in 2, 3. 4, 5. a, 10. 12 and 15 ton oapaoities. BKVMARK "VAC" V~tc.1 Air Coaled SeIf.Cant:elned Peak_ge Indoor, through-the-wall ductable air condlt"ioning. Available in 5, 8. 10. 1:2, 15 end 20 ton capecltiea. BKYMARK SKYPAK H_tolng Imd Coaling IIeIf.ConHlned Packege Indoor. through.the.weU packaged heating end cooling. Available in ges, hot water 01" elecu-Ie heating. Available in 1, 1 1/2. 2. end 2 1/2 ton capeci't;;iee SKYMARK SKYKDN Candenelng U~ Air cooled condensing unit for balcony mount or through-the-wall applications. Available in 1, 1 1/2, 2, and :2 1/2 ton capacities CALL: I: ~ SKYMARK "VWC" V.,...1cII1 WlI10IIr Cooled S.tf.Cant:alned Package Available in 5, 8, 10, 15 and 20 'ton capaoitias. SKYMARK SKYKDDL HcI ... . Wat:er Cooled BeIf.Ca"" .1 P.ckllSll_ Available in 1, 1 1/2, 2, 2 1/2. 3, 4, and 5 ton capacities. 1-BBB-SKVMARK ~.. ".,,-., / City of New York Departm~~ BUildings (CIRCLE NO. 101 ON READER SERVICE CARDS) ~ Skymark maintains a continuous product improvement policy, therefore specifications are subjeot to change without notioe. SKYMARK Tel: (S05) 426 1812, 1 -888-758 6275, Fax: (805) 426 1804. E-mail: skymark@istar.ca 10/98 I '-'" -..) Li ;;; ~ " z o ~ z co I"" ;;; ~ co " ~ ~ ~ en @ " o " z 1\ ;;; o I"" z '" 0. .-/ ~~-- '-, \c -----. ---- - If you're looking for a shingle wlfh stopping power, your search stops here. Because when it comes to weathering the elements, xr 25 IS quite simpiy the top of its class. Built on a tough fiber glass base, XT 25 has been UL tested to withstand winds of up to 60 MPH without tearing or blow- off. Sp€cial sealant strips draw on the sun's heat for additional weatherproofing. And XT 25 IS heavier Bui....IoU,h and more durable than comparable fiberflassbase. XT25pro,;de$ three-tab strip shlngies. So when you ".'.!"eabili1y add it all up, for just a bit more money /ifill WI"ufe$I$taRCe ., ....".,..wiIh than an ordinary shingle, XT 25 gives onIi"''Y._.''b you a whole lot more to work with. ItrIpshillfles. THl; ConRAgl; YOU'D BXPl;CT fROM A Cl;RTAINTl;l;D ROOf. As effectively as your XT 25 roof will help to protect your home, CertalnTeed will protect your Investment with a 25-year limited, transferable warranty: Aithough the possibil- Ity of a manufacturing defect is unlikely, your warranty coverage includes Sur.eStart' protection, .,. <,:?',:;:"" [\ ".. .- -........' w~lch guarantees /-:):'" ~~~~_:_. reimbursement of ~\~,~~J>r~! full replacement ~"'J.':;' /~.,:-' cost (inciuding . '-.::,";;'01"'-::/ materials and labor) for the first five years after application. pRonCT YOURSl;Lf. Be sure to ask your roofing contractor for a copy of the CertalnTeed product warranty or call the CertainTeed Home Institute at 800-782-8777 to request a copy. You can also view our warranties on the internet at www.certainteed.com. fROM THl; STUDIO Of AN AMl;RICAN MASTl;R. One of the world's first and foremost manufacturers of asphalt roofing shingies, CertainTeed has earned a reputation for insplfed design, meticulous engineering and comprehensive warranty programs. We pride ourselves on the quality of our craftsmanship, the durabiiity of our products and the endlessly inventive selection of styles and colors from which our customers can choose. For most Americans, a home is an invest- ment fhat represents a lifetime of hard work. And at CertainTeed, we believe the roof that protects that investment should be built to work just as hard, 'Seeactual warranty for details and limitations. Protected under the following patent: 5,951,809. BLACK .... * NICKEL (jRAY .....* e xr~5 product specificutions . Fiber glass composition . 230 lb. per square in Lake Central and North Central . 225 lb. per square in Mid-Atlantic, Southeast, South Central and Northeast 'D' ='1ltnlp.r;1nCe:f:l/16"~ . UL Class A Fire Rp.sistance:';> , - . ASTM lass 'A Fire Resistance . UL Wind Resistance Self-Sealing IASTM D31611 . UL Certified fo meet ASTM D3462 . Conforms to BOCA building code requirements . Conforms to CSA Standard A123.5-98 xr ~5 WUCfUnty* . 25-year limited transferable warranty against manufacturing defects . 5-year SureStarf" protection ~See actual warranty for specific details and limitations 25-year limited transferable warranty, including 5-year SureStart~ protection, are applicable only in the United States, its territories and Canada; for products sold outside these areas, please refer to the International Warranty for specific details and limitations. The Svstem Works CertainTeed shingles. Air Vent attic ventilation products. CertainTeed Roofers' Select" High- Performance Underlayment and WinterGuard"" Waterproofing Shingle Underlayment. When it comes to quality, our products all stand alone. But they work even better as a team. NOTE: Reproduction of colors throughout this publica- tion is as accurate as modem printing will permit. Colors are subject to changes by granule manufacturers. Before making a final selection, please consider the fol/owing; 1) Request full shingle samples; 2) See actual roof applications; 3) Inasmuch as the appearance ofa roof may vary depending upon the light exposure, considerviewlngsevera/roofapplica- tlonsundervariousklndsoflight,i.e, bright sun, partial sun, fullcloud,etc,; 4) Determine If the pitch of your roof will Impact how a shingle c%r will look on your home, To make the best se/ectlon, view homes with your shingle color choice with roof pitches similar to your own 1UIl1ll1~JAIICl AIIlI unta482 ifi!'?}""" ~ItyB..ndolCItlIIrrr..dCo.pomlon CORpORATB OFFlCB 750 E. Swedesford Road P.O. Box 860 Valley Forge, PA 19482 16101341-7000 TBCHNICAL SBRVICBS 18001 345.1145 LITBRATURB INQUIRIBS and DISTRIBUTOR INFORMATION 18001 782.8777 RBgIONAL SALBS OJ'J'ICBS MID-ATLANTIC Oxford, NC 27565 19191693-1141 NORTHEAST Norwood, MA 02062 17811551-0656 NORTH CENTRAL Shakopee. MN 55379 16121445-6450 LAKE CENTRAL Milan, OH 44846 14191499-2581 SOUTHEAST Charleston Heights, SC 29405 18431744-7451 SOUTH CENTRAL Irving, TX 75038 18001333-7663 SOUTHWEST Wilmington, CA 90744 18001995-7735 NORTHWEST Portland, OR 97210 18881217-8170 INTBRNATIONAL SALBS DIVISION Vailey Forge. PA 19482 16101341-7836 Phone 16101341-7113 Fax Fax on Demand, 800-947-0057 www.certainteed.com XT2!J is available in areas shown NotB:Allcolorsaraifablelolntemat;onaISales - 1_\. .. . ... (l'/ . ~ NOrtheastRBgion . ~ Lake Central Region . ~ Mid.AtJanticRegion * ~ Southeast Region . ~ South Central Re2ion ~NOrthCeIllraIRegjO' =-"'n..rlll".... ~ II! I CertainTeed. O2'XJOCertainTeedCorporation Co:IeNo_2o-20-1535 IReplilces20-20-13981 ~ttfiflrafr of <IDrrnpaur1! CITY OF PRIOR LAKE ~rpart1Umf of ~uilbittg Jfttspttfiott Ji Final Permitted D Conditional C.O. Expires This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Occupancy Type R3 L2. SINGLE FAMILY Type Construction VN Bldg. Pennjt No. 01-0628 Fire Zone N I A Zoning District PUD ,- 'BlA\;'Dlt-lG, Use Classification Legal Description B1. CREEKSIDE ESTATES ROBERT D. HUTCHINS I ~ I Boil<jing Official tol,;},;;) /O~ , , Site Address . 16510 TRANOUILITY COURT CONSTRUCTION. 12360 RIVER RIDGE BLVD.. BURNSVILLE ~ . City Planner DON RYE Owner of Buildinp- Contractor's Name & Address SKARPHOL Date: Date: ';';:~';':";;~~'i,~~,.;;..t.s..J.i,;;.t..:;~:.~~~,.;;,;.",;.~"i;.';';l~,'~,;i:':;'';';l,;;.';:;,)1.-';'-'l'i'\>~n;''lIll \ :11 ;I.", :J;i';;'\:l ,~ . " l ~~,~"':I.'>;o' ,::':""..p, ..~~~.....,."'~.:. .~"".,. - ""'I' Ii- 'v,'i,;,-:,;;cli'~'i.;.~,;, ,",,~ "'dd.~'.'~'.;;L"' "_,..~,, C!.t:etfinrat:e of <IDrrupantll CITY OF PRIOR LAKE ~:epltrtm:enf of 'lO-nilMng JInsp:edion D Final Permitted 9(Conditional C.O. Expires _ This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Use Classification SINGLE FAMILY Bldg. Permit No Occupancy Type R3 ~ Zoning District N/A VN Type Construction Fire Zone Legal Description L2, B1, CREEKSIDE ESTATES ~ 01..0628 PUD Owne'ofBuHdin~ Site Address 16510 TRANQUILITY CT., Contract",'sName&Addres~KARPHOL CONSTRUCTION, 12360 RIVER RIDGE BLVD.. BURNSVILLE Date: ROBERT D. HUTCHINS _ City Planne,_ r/ (Building Official '(). 7F1 (J r - O-z.,.. Date: () POST IN CONSPICUOUS PLACE- DON RYE <!trrfifitatr (If <IDttupanq! CITY OF PRIOR LAKE ~eflarfmeuf of ~uilbiug Jlusflediou D Final Permitted ~Conditional C.O. Expires . B,/ I /0'3 01 ~ C.O. This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Use Classification SINGLE FAMILY Bldg. Permit No._ 01..0628 Occupancy TYpe R3 TYpe Construction VN Fire Zone N/A _ Zoning District PUD Legal Description L2, B1, CREEKSIDE ESTATES Owner of Building S;teAddress 16510 TRANQUILITY CT.. UNI:!' 102- CONSTRUCTION, 12360 RIVER RIDGE BLVD.. BURNSVILLE C.m...~.'S Name & Address SKARPHOL ROBERT D. HUTCHINS """5.. Building Official Date: ----P'-f' . _ City Planner_ DON RYE Date: <llntineatr of <IDernpautl! CITY OF PRIOR LAKE ~rparfm:enf of ~uilbing Jlnsp:edion ~ Final Permitted D Conditional C.O. Expires This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances afthe City of Prior Lake regulating building construction or use. For the following: Occupancy Type R3 Type Construction VN Fire Zone Bldg. Permit Nn N/A Zoning District 01-0628 PUD Use Classification SINGLE FAMILY Legal Description L2, B1, CREEKSIDE ESTATES Owner of Buildin. Site Address 16510 TRANQUILITY CT., UN!! ~ Contractor'sName&Address SKARPHOL CONSTRUCTION, 12360 RIVER RIDGE BLVD., BURNSVILLE 'A+. ROBERT D. HUTCHINS / / / Building Official /d d).J /) ~ I , _ City Planner_ DON RYE Date: Date: QLtrfintaft of ~ttupant\! CITY OF PRIOR LAKE ~tparfmtuf of ~uilbittg Jlusptdiou ~ Final Permitted D Conditional C.O. Expires This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: .~ Use Classification SINGLE FAMILY Bldg. Pennit No 01-0628 Occupancy Type R3 L2. Type Construction VN Fire Zone N/A Zoning District PUD ROBERT D. HUTCHINS / d /.; Building Official ~J.-Io "2 I ,- Bl. CREEKSIDE ESTATES Site Address 16510 TRANOUILITY CT.. UNIT lOt{ SKARPHOL CONSTRUCTION. 12360 RIVER RIDGE BLVD.. BURNSVILLE t!n City Planne'" DON RYE Legal Description Owner of Building Contractor's Name & Address Date: Date: ;';',~'k:,:;,;,~;~;"ia";: ,,:>.~.J;' ..;""'~," ')";;"'~;";'''''i,,';:'i;,~~;,,~.~ J;:"I;:~";;;::;;':;""'" ..\,'.;.",' "...\'J O,:,~' ,"::.,.:"..,,;,.;.;.,;;;,;2;;;;,.,:,; ';",,~(..,-.,,~';"';'~'"-;;i,.''':i.,L, :,;j,,;;., '" ......,t. ~';;t. '/;""'1 '_~"'"""';~1t..~""'" ." "",'r"""",, -'.'J.'. ~-if.\~ -,<.' QItrfifiraft of OOrtupttnt1Z CITY OF PRIOR LAKE ~tpadttnmf of 'll1uilMug Jfuspediou o Final Permitted ~Conditional C.O. Expires 8/, !03 01.. ~ ~. This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code cenifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use, For the following: Use Classification SINGLE FAMILY Bldg. Pennit No, 01-0628 Occupancy Type R3 Type Construction VN Fire Zone N/A Zoning District PUD L2, Bl, CREEKSIDE ESTATES Site:ddreSS 16510 TRANQUILITY CT., UNIT' JO~ Contractor'sName&Addr".8KARPHOL CONSTRUCTION, 12360 RIVER RIDGE BLVD., BURNSVILLE DON RYE Legal Description Owner of BuildirHl , ROBERT D. HUTCHINS . ~ Bpil<\ing O~al Date: . LA , '9 3 . ' Date: City Planr,pr ~ QIrrtinratr Df ~nupanrl! CITY OF PRIOR LAKE ;!Elqmdmtuf nf ~uil~iug Jfusprdinu ~Final Permitted 0 Conditional C.O. Expires This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Occupancy Type R3 Type Construction SINGLE FAMILY VN Fire Zone Bldg. Permit No. N/A Zoning District 01-0628 PUD Use Classification Legal Description L2, 81, CREEKSIDE ESTATES Owner of Building Site Address 16510 TRANQUILITY CT., UNIT J..Q..1.- RIVER RIDGE BLVD., BURNSVILLE DON RYE Contractor's Name & Address SKARPHOL CONSTRUCTION, 12360 I'jj.t . ROBERT D. HUTCHINS I;:; b ~i6~fficial , f- City Planner Date: Date: - ~tttifitaft of Ql}ttupanqz CITY OF PRIOR LAKE ~tparfmtuf of ~uilMug Jluspediou ~ Final Permitted 0 Conditional C.O. Expires . This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use, For the following: Occupancy Type R3 Type Construction SINGLE FAMILY VN Bldg. Permit No._ I, 01-0628 \ Use Classification Fire Zone N/A Zoning District _ PUD Legal Description L2, B1, CREEKSIDE ESTATES Owner of Buildine Site Address 16510 TRANQUILITY CT., UNIT lor Contractor's Name & AddressSKARPHOL CONSTRUCTION, 12360 RIVER RIDGE BLVD., BURNSVILLE ~. ROBERT D. HUTCHINS / BUildi~ Official /;) ,;'l;;l h ':!, I - , - _ City Planner_ DON RYE Date: Date: ~rrtifirab of @rrupan~\! CITY OF PRIOR LAKE ~rparttttlmt of ~uilMttg Jlnsprdion pQFinal Permitted 0 Conditional e.O. Expires This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Occupancy Type _ R3 Type Construction VN Fire Zone _ Bldg. Permit No. N/A Zoning District 01-0628 PUD Use Classification _ SINGLE FAMILY Legal Description _ L2, Bl. CREEKSIDE ESTATES OwnernfBuilding SileAddress 16510 TRANQUILITY CT.. UNIT 70/ Contraclor'sName&AddressSKARPHOl. C..QNSTRUCTION, 12360 RIVER RIDGE BLVD., BURNSVILLE ROBERT D. HUTCHINS /& ( City Planner DON RYE J,} !,:J rl B(~i~ Official Dale , . Date: . @ttfifitab of ~ttUpant1! CITY OF PRIOR LAKE ~ep&dmrnf of ~uilbiug Jlusprdillu ~ Final Permitted D Conditional e.O. Expires _ . This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Use Classification SINGLE FAMILY Occupancy Type R3 Type Construction VN Fire Zone Bldg. Pennit No._ N/A Zoning District 01-0628 PUD Legal Description L2, B1, CREEKSIDE ESTATES - Owner of Buildin. Site Address 16510 TRANQUILITY CT.. UNIT ZOz. Contractor's Name & AddressSKARPHOL CONSTRUCTION, 12360 RIVER RIDGE BLVD., BURNSV!LLE ROBERT D. HUTCHINS -:~. _ City Planner, DON RYE I I Buildi9g Official ~ .: ) i;L ;; ,} Ul <. Date: . I ,- Date: QItdifitctft of @uupantl! CITY OF PRIOR LAKE ~rparfmrut of ~uilbiug Jlusptdiou ~ Final Permitted D Conditional C.O. Expires This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Occupancy Type R3 Type Construction VN Fire Zone Bldg. Pennit No. N/A Zoning District 01-0628 PUD Use Classification SINGLE FAMILY L2, B1, CREEKSIDE ESTATES ."" Owner of Building . Site Address 16510 TRANQUILITY CT., UNIT ~ Contractor's Name & AddressSKARPHOL CONSTRUCTION, 12360 RIVER RIDGE BLVD., BURNSVILLE r~1 Legal Description ROBERT D. HUTCHINS 9 / lh/~ng Official I I City Planner DON RYE Date: Date: QIediftrafe Df @rrnpanrl! CITY OF PRIOR LAKE ~:eparftttlmf of ~uilbittB c.3'usprdiou ~ Final Permitted D Conditional e.O. Expires This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time afissuance this structure was in compliance with the various ordinances afthe City of Prior Lake regulating building construction or use. For the following: Occupancy Type R3 Type Construction VN Fire Zone Bldg. Permit No._ N/A Zoning District 01-0628 PUD Use Classification SINGLE FAMILY Legal Description L2, Bl, CREEKSIDE ESTATES OwnernfBuilding Site Address 16510 TRANQUILITY CT., UNIT 2.05 Contractor'sName&AddressSKARPHOL CONSTRUCTION, 12360 RIVER RIDGE BLVD., BURNSVILLE 13:n- ROBERT D. HUTCHINS I' "'- J Buildi~ Official 6' Idi:J. II) "'? , I - , _ City Planner. DON RYE Date: Date: ",' j aItrfifiraft of @rtupanqz CITY OF PRIOR LAKE ~rJ1ttrfmrnt of ~uilbinB JlnsJ1rdinn 'Final Permitted D Conditional C.O. Expires This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Use Classification SINGLE FAMILY Bldg. Permit No. Occupancy Type R3 Type Construction VN Fire Zone N/A Zoning District 01..0628 PUD Legal Description L2. Bl, CREEKSIDE ESTATES Owner of Building Site Address 16510 TRANQUILITY CT., UNIT,;W(, BURNSVILLE Contractor's Name & Address SKARPH~YONSTRUCTION, 12360 RIVER RIDGE BLVD.. _ ROBERT D. HUTCHINS a.. , City Planner DON RYE r?! /4/(;3 Official ' Date: Date: @:erfinrat:e of @rrnpanqz CITY OF PRIOR LAKE @.tparfmrnf of ~uilbing Jlnsprdion ~Final Permitted D Conditional C.O. Expires This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: ~.. Use Classification SINGLE FAMILY _ Bldg. Permit No. N/A Zoning District 01-0628 PUD Occupancy Type R3 Type Construction _ VN Fire Zone L2, B1, CREEKSIDE ESTATES Legal Description _ Owner of Building . Site Address 16510 TRANQUILITY CT., UNIT Z8.L Contractor's Name & Address SKARPHOL C.QNSTRUCTION, 12360 RIVER RIDGE BLVD.. BURNSVILLE /fty, ROBERT D. HUTCHINS / I Bui~ng Official /,)../d-'" I/} '? City Planner DON RYE Date: Date: QInfifiratt of ~rcltpanql CITY OF PRIOlt LAKE ~rflarfmruf of ~uilMug '~USflt:tfiott D Final Permitted ~ Conditional C.O. Exptes _ 8! I iD3 ~ ~Zt)1 ',i. ." , ' o~ ~L.]3I~J' This Certificate issued pursuant to the requirements of Section.o07 of the Unif<irm Building Code cenifying that at the time of issuance this structure was in compliance with the various~oniinances afthe City of Prior Lake regulating building construction or use. For the following: ." . . Use Classification Occupancy Type Legal Description Owner of Buildine '.. - .;;;.,;;;." SINGLE FAMILY , 01-0628 PUD Bldg. Pennit No._ N/A R3 VN Type Construction Fire Zone Zoning District L2, B1, CREEKSIDE ESTATES Site Address 16510 TRANQUILITY CT.. / RIVER RIDGE BLVD.,BURNSVILLE Contractor's Name & AddressSKARPHOL CONSTRUCTION, 12360 ZR. ROBERT D. HUTCHINS 1,./ il7~g ~fficial Date: -" _ City Planner_ DON RYE Date: C!rrrtinratr of @rrnpanrl! CITY OF PRIOR LAKE ~tparfttnmf of ~uilMng Jfnsp~di1Tn ~Final Permitted D Conditional C.O. Expires This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances afthe City of Prior Lake regulating building construction or use. For the following: Occupancy Type _ R3 Type Construction _ VN Fire Zone N/A Zoning District 01-0628 PUD Use Classification SINGLE FAMILY _ Bldg. Pennit No, Legal Description _ L2, B 1. CREEKSIDE ESTATES Owner of Building Site Address 16510 TRANQUILITY CT.. UNIT 3QL Contractor's Name & Addres,sKARPHOL CgNSTRUCTION. 12360 RIVER RIDGE BLVD.. BURNSVILLE r~ I ROBERT D. HUTCHINS J?fli3/l/~ng Official City Planner DON RYE Date: Date: OItrfifiraft of @rmpanry CITY OF PRIOR LAKE ;!E}eparfmtnf of ~uilhing Jlnsptdion ft1 Final Permitted 0 Conditional C.O. Expires This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Occupancy Type R3 Type Construction VN Fire Zone Bldg. Permit No N/A Zoning District 01-0628 PUD Use Classification SINGLE FAMILY Legal Description L2, B1, CREEKSIDE ESTATES Owner of Buildino Site Address 16510 TRANQUILITY CT., UNIT ~oZ- Coutractor'sName&Addres,8KARPHOL CONSTRUCTION, 12360 RIVER RIDGE BLVD.. BURNSVILLE /f:A" ROBERT D. HUTCHINS I '" I BuiJding Official d,/a.;; /0 ~ " City Planner DON RYE Date: Date: ~au .n! (Jaupanry .C-:lJ. {'O' PRIOR LAKE , .tpadftt.i~r fJCJIl..illJjng Inspection ~ Final Permitted <. 0 Cdnditional C.O. Expires v This C6rtificou inwd pumul1ll to 1M r6flUiTVMMs of S<<tion 307 of the UnifoqlJ;Building Cotk C6rtifYing tMlc at the ti""'of~~6 tlii., Strwtw'6 Was in complianc6 with 1M various ordinDnc6S ofIM . City of Prior LoU ngulating building construction or l/S6. For the following: SINGLE FAMILY U..Cluli_ . Bldg. Permit Nr' - .. I' . ~:~t 01-0628 , ,. .,.. 1 0ccup0IIcy Type LeplDosc:ription R3 .TypeConsUuction _ VN FireZone _ N/A ZoDingDistrict PUll L2, B1, CREEKSIDE ESTATES ,SiteAddress 16510TRANQULITY COURT, UNIT 3U3 AND 304 C, .,.." "Nome a: Address SKARPHOt- CONSTR.. 1 ?,/in RTW Rrnr.l' RT.vn.. BllRNSVTT.T.R 55337 Owner ofBuildiog ROBERT D. HUTCHINS IluikIiIII OIIiciol Dote/> .111 DON RYE "71? 4 /c1- I ":ity PIanaer Dote: POST IN A CONSPICUOUS PLACE l ;.;., QIrrfinratr of @rtupZlUru CITY OF PRIOR LAKE ~tpartttttnf of ~nilMng Jfnsptdion D Final Permitted J&I Conditional C.O. Expires ~~ '4 ~ . This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: Occupancy Type R3 Type Construction VN Fire Zone Bldg. Permit No, N/A Zoning District 01-0628 PUD Use Classification SINGLE FAMILY Legal Description L2, B1, CREEKSIDE ESTATES Owner of Building SiteAddrm 16510 TRANQUILITY CT., UNIT~ Contractor's Name & Address SKARPHOL CONSTRUCTION, 12360 RIVER RIDGE BLVD., BURNSVILLE '&.. .....1 ROBERT D. HUTCHINS 7/ /~tJ~o;cial . I f City Planner DON RYE Date: Date: Q1trfifitab of OOttUpauty CITY OF PRIOR LAKE @.eparfnumf of ~nilbing Jlnspedion ~ Final Permitted D Conditional e.O. Expires _ This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time afissuance this structure was in compliance with the various ordinances afthe City of Prior Lake regulating building construction or use. For the following: Occupancy TYpe R3 Type Construction VN Fire Zone Bldg. Permit No._ N I A _ Zoning District 01-0628 PUD Use Classification SINGLE FAMILY Legal Description Owner of Building Site Address 16510 TRANQUILITY CT.. UNI~ 30," I Contrnctor's Name & Address SKARPHOL CONSTRUCTION. 12360 RIVER RIDGE BLVD., BURNSVILLE ROBERT D. HU~CHINS /L_, DON RYE - If? A" _ City Planner_ () I Byilding Official I )( \C\ /{J't, Date: . , L2. B1, CREEKSIDE ESTATES Date: ~~ 307 (ll~diftt~ft of q!}.tQtP~nty CITY;OFPRlOlil LAKE ~~pa~tmtfnt lif ~~\l~~~:~~pttfillrt, r0- D Final Permitted . ~CQnditional c:~~J!~Fte~ e/I jIJ'3 of. 1$1&5' +";1.., This Certificate issued 'pursuant to th~ requirements of S~ti;'n '307 ol"'e Uniform Building Code certifying that at the time of issuance tlJis strl;lcture was ib comp{(a,u;eJii!;~..th.e v.arious ordinances afthe City of Prior Lake regulating building'conS,truction or use. For the follJt:,inFl,' \ ' , 1"'" '~j Use Classification $i~~E ~LY "'. \ . ',.' 'Bldg. Permit No. 01.-0628 . iN/ A Zoning District PUD R3'1!Yp6 Construction VN Rre Zniy: Legal Description L2, Bt;"lffEEKSIDE ESTATES ' Owner of Buildin._ . ;>f Site Address !651O TRANQUILITY CT., UNIT307 Contractor'sName&AddressSKARPHOL CONSTRUCTION. 12360 RIVER RIDGE BLVD., BURNSVILLE /./L- DON RYE I ~ City Planner ROBERT D. HUTCHINS ~UiIding Official A/JO /11 f -~-- '/ Occupancy Type Date: Date: ~ .:! 30 '? QIertifirate of @r~Jlanq! CITY OF PRIOR LAKE ~epadment llf ~uilb~ng! ~nspedilln r . D Final Permitted ~ ConditionafC,O;Exp res 8/ I / 0'3 QIt.- 81t9J This Certificate issued pursuant to the requirements of S~ction 307 (.jthe Uniform Building Code certifying that at the time of issuance this structure was in compliance wiJh the various ordinances of the City of Prior Lake regulating building con~truction or use. For the folloWinr' Occupancy Type R3 Type. Construction S~GLE FAMILY VN FVe Zone _ Bldg. Pennit No. N/A _ Zoning District 01-0628 PUD Use Classification Legal Description L2. B1. CREEKSIDE ESTATES Owner of Building ; Site Address 16510 TRANQUILITY CT., UNIT ~O~ RIVER RIDGE BLVD., BURNSVILLE DON RYE Contractor'sName&Address~KARPHOL CONSTRUCTION, 12360 ~. ROBERT D. HUTCHINS ,,1 B~lding Official ~II() III ~ , ( City Planner Date: Date: QItdineaft of (0ernpanel! CITY OF PRIOR LAKE @.rparfmrnf of ~uilMng Jlnsprdion ~ Final Permitted 0 Conditional C.O. Expires . This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Prior Lake regulating building construction or use. For the following: ~ Occupancy Type _ R3 Type Construction VN Fire Zone _ Bldg. Permit No. N/A Zoning District 01-0628 PUD Use Classification SINGLE FAMILY ~ .--- Legal Description _ L2. B1, CREEKSIDE ESTATES Owner of Bnilding Site Address 16510 TRANQUILITY CT.. UNIT ~ Contractor's Name & AddressSKARPHOL CONSTRUCTION, 12360 RIVER RIDGE BLVD.. BURNSVILLE ~, ROBERT D. HUTCHINS L B~ing Official 1::1 d d- 1)"7, . I I / City Planner DON RYE Date: Date: ADDRESS 1(0 b/6 DATE TIME SCHEDULED .k'~/41 Irs" , , 7A~.clt,ul.~ ~ CONTR. CIlY OF PRIOR LAKE INSPECTION NOTICE OWNER PHONE NO. PERMIT NO. 0/- ,~ o FOOTING o FOUNDATION o FRAMING o INSULATION ~FINAL ff SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXlGRADlFIWNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASUNE AIR TST o COMMENTS: ~ _ r- r:.~~ $",. () $ . - .j +0 ,.. - -Id.L )/ WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr. CALL "7-98:1: THE NEXT INSPECTION :u HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH'" SAFETYI """"'" DATE TIMe CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED tzJuJoi I: 30 ADDRESS I CoSIO ~~ Qj-, OWNER PHONE NO. PERMIT NO. o FOOTING o FOUNDATION{f) o FRAMING o INSULATION JlItFIHAL o SITE INSPEC o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASUNE AIR TST o COMMENTS: 01- 1l~7 ~ U.a.tt- ~. ~.. ~ Ot-I"S~z. M~ +l~ f/~. ~ A I - 0 ~ '2.. ~o 1i.-u, (JrW/--, ~".h4 Dr-IZo'j lo#J.....,u"..... ~, ~tr...~ (C)\ - ~ 11 ~ L<.kf.. MAd . ~.~, Ol-~ ~n.. . ~ t.J.Ju;f ~, ro f}......... '1...b. IH-In2..)t - \3.:, O~.~:::) ~ ~ ,-e.b- i-k ~WORKSATISFACTORy.PROCEED S~ QJos-t /><.u,.. h~S o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspectoc ~ ' Owner/Contr: / CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! lNSNOTJ DATE nME CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS llP C; I 0 SCHEDULED I~ ':tKJ ~ (!j-. CONTR. OWNER PHONE NO. PERMIT NO. 0/ - ~ o FOOTING 0 PLUMBING RI 0 EXlGRADIFILLlNG o FOUNDATION fJ 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL .. FINAL 0 PLUMBING FINAL 0 GASLINE AIR TST o SITE INSPECTI ~MECH FINAL 0 COMMENTS: ~. l~ 2..0~. ZO-i. , . K~ - /0' - r;e..tJ. - ~ fo ~. ~ ,...,..:..1- -~: '. ';-;-/' ~- t!)d$- T:~.(). - ~ 4-, M'.I'~ff' ~-~4 -rr.fJ. - HL-k ~' v ~ WORK SATISFACTORY. PROCEED o CORRECT ACTION AND PROCEED :S::O~ECT ;a:LL FOR REINS:~::/::::FORE COVERING '1/ CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH,{ SAFETYI lNSNOTJ DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS 1{P5(o SCHEDULED ~/f'/4J z: 70 . ,. T~~.t1'7 ~I CONTR. f) PERMIT NO. 0 ( - ~ ze OWNER PHONE NO. ~ ICl~ o FOOTING o FOUNDATION o FRAMING o INSULATION ~FINAL O' SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXlGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: r To c" f) I -f1j..f f{ It / D 'J (J1 ~ . "!)...:....J C.O, ~' ILL"/~ L,df' ..1) ( iQ WORK SATISFACTORY, PROCEED ~ORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTlON BEFORE COVERING ~ - -, CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. Inspector: Owner/Contr: CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOn CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS OWNER PHONE NO. D FOOTING [J FOUNDATION [J FRAMING [J INSULATION .m FINAL f 0 SITE INSPECTION SCHEDULED PERMIT NO. D PLUMBING Rl [J MECH Rl [J WATER HOOKUP D SEWER HOOKUP [J PLUMBING FINAL D MECH FINAL COMMENTS: I L...., j-- ti::. / 0 :J T1IIE J;~e D EXlGRADlFILUNG D COMPLAINT [J FIREPLACE R1 [J FIREPLACE FINAL [J GASLlNE AIR TST [J 18e-, (). ~':''''~~lItJ fd WORK SATISFACTORY, PROCEEO D CORRECT ACTION AND PROCEED [J CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING ~ Inspector. OWnerlContr. gALL "7-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI IlfIINOTl CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS 1l(J 5' J 0 OWNER PHONE NO. D FOOTING [J FOUNDATION [J FRAMING [J INSULATION . FINAL b SITE INSPECTION DATE TIllE SCHEDULED /zj'fI07 II ~O T~~~. cotrrli PERMIT NO. tJ I - {d ? 8' D PLUMBING RI [J MECH RI [J WATER HOOKUP D SEWER HOOKUP [J PLUMBING FINAL [J MECH FINAL D EXlGRAOIFILUNG [J COMPLAINT D FIREPLACE RI D FIREPLACE FINAL [J GASUNE AIR TST [J COMMENTS: t..w..:J- 1::f:. 'D 3 (J) ~..R" ~ .:--- .i:b ,(l . (f., +r::. Ilt-........ ~sr02.) ~_ ,,,'I U [J WORK SATISFACTORY, PROCEED D CORRECT ACTION AND PROCEED if CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING . Inspector. ~ Owner/Contr. '~r CALL "7-8850 FOR THE NEXT INSPECTION U HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SA.FETYI ,...." CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS 1(0510 ~ T~u.~ CONTR. OWNER DATE ~ (''1-t TIllE 1:30 PHONE NO. PERMIT NO. 0 I - ts, 2.F a FOOTING a PLUMBING RI a FOUNDATION a MECH RI a FRAMING a WATER HOOKUP a INSULATION a SEWER HOOKUP "I!! FINAL a PLUMBING FINAL a SITE INSPECTION a MECH FINAL COMMENTS: ~ -i/;... JOY .. ,.~..~ , A . a EXlGRADIFlLUNG a COMPLAINT a FIREPLACE RI a FIREPLACE FINAL a GASUNE AIR TST a !!. WORK SATISFACTORY, PROCEED a CORRECT ACTION AND PROCEED a CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~ , CALL ..017-9850 FOR THE NEXT INSPECTlON:U HOURS IN ADVANCE. Owner/Contr: """'"' CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH .t SAFETY/ PHONE NO. DATE TIllE SCHEDULED lz{ I{ I O~ I: ~O r - T~~~' /;;, ('it /) I CONTR. PERMIT NO. 0 {- (., ZJ?' CITY OF PRIOR LAKE INSPEcnON NonCE ADDRESS 1<0 C; ( (:) OWNER o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP 'l5 FINAL 0 PLUMBING FINAL o SITE INSPECTION 0 MECH FINAL r COMMENTS: ~ ~ loL/ o EXlGRADlFIWNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASUNE AIR TST o f'V)) ~ ~L-'c ~/> " - /(, d.L. o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED )! CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. 1J?ry~ OwnerlContr. CALL "7-9850 FOR THE NEXT INSPECnON 2A HOURS IN ADVANCE. CODE REQUIREMENTS AJIE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTl DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ,/r'7/0:1 j...T:' . ADDRESS !(P5'(tJ T~ t;e.., CONTR. OWNER PHONE NO. lJ.J- I es PERMIT NO. () I -6z....8' o FOOTING o FOUNDATION@ o FRAMING o INSULATION }It FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXlGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o COMMENTS: ."cz. . tJ, -td!J' B If 111'3 t'1') *t-,...() C!..O. 41 ~ ~, I ~. rJ WORK SATISFACTORY, PROCEED ~ORRECT ACTION AND PROCEED ~ . CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~". Owner/Contr: CALL 447-9850 F~ INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSJ<OTl DATE nile SCHEDULED '" 1I"j{)J I: ~ " /R.~~ U, CONTR. CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS I (P!'SI 0 OWNER PHONE NO. PERMIT NO. [J FOOTING [J PLUMBING Rl [J FOUNDA liON [J MECH Rl [J FRAMING [J WATER HOOKUP [J INSULATION [J SEWER HOOKUP \11. FINAL [J PLUMBING FINAL b SITE INSPECTION [J MECH FINAL ., ('oJ) -:rf:. COMMENTS: ~ /0'7 o/-~Z.r [J EXlGRADlFILUNG [J COMPLAINT [J FIREPLACE Rl [J FIREPLACE FINAL [J GASUNE AIR TST [J (];O. ...e4<'...../J ~WORK SATISFACTORY, PROCEED [J CORRECT ACTION AND PROCEED [J CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~ Owner/Contr. CALL 447-11860 FOR THE NEXT INSPECTION 2A HOURS IN ADVANCE. IIUNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS 1"5(0 OWNER PHONE NO. D FOOTING D FOUNDATION D FRAMING D INSULATION 'Ill FINAL ti SITE INSPECTION COMMENTS: DATE T11IE SCHEDULED 12..{&.(103 T~~~ if, CONTR. (l ~b PERMIT NO. Or-fAz.rt D PLUMBING RI D MECH RI D WATER HOOKUP D SEWER HOOKUP D PLUMBING FINAL D MECH FINAL tM...J.- ~J Il 7 I D EXIGRADlFILUNG D COMPLAINT D FIREPLACE RI D FIREPLACE FINAL D GASUNE AIR TST D (f.') (0 ~et .1J I P .""^- . 0 I . F'iAa-f'.... - (.J. P'. ~ --~.......... . - .PV- ~p~ , , D WORK SATISFACTORY, PROCEED D CORRECT ACTION AND PROCEED ~ CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING I...~._._.. ~ Owner/Contr. ~f gALL "'7.9850 FOR THE NEXT INSPECTlON:U HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI """'"' CIlY OF PRIOR LAKE INSPECTION NOTICE ADDRESS I t. ~ (D OWNER PHONE NO. lJ FOOTING lJ FOUNDATION lJ FRAMING 9. INSULATION pi FINAL lJ SITE INSPECTION COMMENTS: :ib.. DATE TIllE SCHEDULED I~~ I : ~O -j~~((~ (IJ-, CO'TR. PERMIT NO. 01 - ~~ lJ PLUMBING RI lJ MECH RI lJ WATER HOOKUP lJ SEWER HOOKUP lJ PLUMBING FINAL lJ MECH FINAL lJ EXIGRADlFILUNG lJ COMPLAINT lJ FIREPLACE RI lJ FIREPLACE FINAL lJ GASLINE AIR TST lJ /tJ '? ~ - df-.- ~WORKSATlSFACTORy.PROCEEO lJ CORRECT ACTION AND PROCEED lJ CORRECT aCALL FOR REINSPECTION BEFORE COVERING Inspector.~' Owner/Contr. CALL "7-9850 FOR THE NEXT INSPECTlON:U HOURS IN ADVANCE. CODE REQUIREMENTS AIlE FOR YOUR PERSONAL HEALTH & SAFETY/ """"" DATE TI1IE CITY OF PRIOR LAKE . .1.,1__ INSPECTION NOTICE SCHEOULED ~ J: $0 ADDRESS 1&15/ () r ~r .l-'1 (!i-, OWNER CONTR. PHONE NO. PERMIT NO. {) (- ~ IJ FOOTING IJ PLUMBING RI IJ FOUNDATION IJ MECH RI IJ FRAMING IJ WATER HOOKUP IJ INSULATION IJ SEWER HOOKUP 1IG FINAL IJ PLUMBING FINAL b SITE INSPECTION IJ MECH FINAL COMMENTS: ~ -t:L.. / 0 ~ (lJ) ~ 1!..t.kJ-L- ,~ m~('~ ~~/-f,,~ IJ EXlGRADlFILUNG IJ COMPLAINT IJ FIREPLACE RI IJ FIREPLACE FINAL IJ GASUNE AIR TST IJ IJ WORK SATISFACTORY, PROCEED IJ CORRECT ACTION AND PROCEED )4 CORRECT ~ CALL FOR REINSPECTION BEFORE COVERING Inspector. t'?)-. OWner/Contr: CALL "7-8850 FOR THE NEXT INSPECTION 201 HOURS IN ADVANCE. """"" CODE REQUIREMENTS AlIE FOR YOUR PERSONAL HE.-tLTH & SAFETY/ CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS I to 51 IJ OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION III FINAL '0 SITE INSPECTION . COMMENTS: ~ DATE TIllIE SCHEDULED /~/11'1 1/30 . ~ /:I." ''Y'' l. -J;/ (!,(;-, CONTR. PERMIT NO. O/~~2--r o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILUNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASUNE AIR TST o ~l ~. "I! J 't. WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~ . CALL "7-8880 FOR THE NEXT INSPECTION 201 HOURS IN ADVANCE. Owner/Contr. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH. SAFETYI """'"' SCHEDULED ItJ'l/03 r , r-~~~..e.'J; lj., CONTR. CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS { Ct, 5/0 OWNER PHONE NO. PERMIT NO. o FOOTING 0 PLUMBING Rl o FOUNDATION 0 MECH Rl o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWERHooKUP )II FINAL 0 PLUMBING FINAL o SITE INSPECTION 0 MECH FINAL COMMENTS: ~"lPl DATE T1IIE {130 {)( -In 'Z...l?' o EXlGRADlFILUNG o COMPLAINT o FIREPLACE Rl o FIREPLACE ANAL o GASUNE AIR TST o C1? \tM !:}.adt-OOJ}D.hUL..> (7,) ~J p~J:::tJ~, o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED ;s. CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. /J... OwnerlContr. .~ CALL "7-11850 FOR THE NEXT INSPECTION U HOURS IN ADVANCE. tNSNtm CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SIIFETYI ,. '~'/~ CONTR. / PERMIT NO. 01 - to;;>-f1' CITY OF PRIOR LAKE INSPECnON NOTICE SCHEDULED ADDRESS t(P<; 10 OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION 'I.:. FINAL ro SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL u.-..:..t-- .:f:t. ~~ COMMENTS: DATE I~ ('.J, TIllE (130 o EXIGRADlFIWNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASUNE AIR TST o (',<O.~,.//. )dl WORK SATISFACTORV, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~) Owner/Contr. CALL 447.9850 FOR THE NEXT INSPECTION 2A HOURS IN ADVANCE. INSNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS llP5ro OWNER PHONE NO. [] FOOTING [] FOUNDATION [] FRAMING [] INSULATION Il& FINAL ti SITE INSPECTION DATE TIllE SCHEDULED '2' ..., / Os I: ~ (J ~f I~ (f#-, cONR J PERMIT NO. f)/-I.o2f [] PLUMBING RI [] MECH RI [] WATER HOOKUP [] SEWER HOOKUP [] PLUMBING FINAL [] MECH FINAL [] EXlGRADlFILLlNG [] COMPLAINT [] FIREPLACE RI [] FIREPLACE FINAL [] GASUNE AIR TST [] COMMENTS: -1*" ~ ~~ m (~ ~~tI~ ~P-L 1. [] WORK SATISFACTORY, PROCEED [] CORRECT ACTION AND PROCEED .,c CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~ I OWner/Contr. CALL "7.g8~O FOR THE NEXT INSPECTlON:U HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! UUNtm DATE TIllE CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS /lJ,5 ( (j SCHEDULED IJ/.;;r/o 3 , , T.Il..6-r'Q-rv, q:,.~ v U CONTR. /t 70 OWNER PHONE NO. PERMIT NO. () I - ~ 2$ [] FOOTING [] PLUMBING RI [] FOUNDATION [] MECH RI [] FRAMING [] WATER HOOKUP [] INSULATION [] SEWER HOOKUP '&0 FINAL [] PLUMBING FINAL b SITE INSPECTION [] MECH FINAL COMMENTS: ~ #.. ~ S- [] EXlGRADlFILUNG [] COMPLAINT [] FIREPLACE RI [] FIREPLACE FINAL [] GASUNE AIR TST [] ~ r.r1L.-- 1:1.. WORK SATISFACTORY, PROCEED [] CORRECT ACTION AND PROCEED :'::O:ECT WORK~R REINS:::::~:'FORE COVERING . CALL "7.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI """'"' CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS ~ fro OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING f o INSULATION FINAL ;: SITE INSPECTI N SCHEDULED DATE '/P1C:1 3~30 TIllE ~ ,. T~...,f.t;. ~. cr4TR. PERMIT NO. 0 I - t, Z? o PLUMBING Rl o MECH Rl o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXlGRADlFILUNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o . COMMENTS: ~ -ir ZLl' ~ oIr- ~ -::tL:.;, ,~ t..o f:'O ~ r4. <J.(}. /: e. o. 0-- ~. U ~WORKSATISFACTORY. PROCEED o CORRECT ACTION AND PROCEED :.::ECT W01;:OR REINS::::::FORE COVERING CALL "7-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI IIU1IOTl ADDRESS 105/0 DATE TlIIE SCHEDULED 14'1ID3 /J:3tJ T ~, u.JJI:;- (lp CONTR. CITY OF PRIOR LAKE INSPECTION NOTICE OWNER PHONE NO. PERMIT NO. 01 - to ?-. X'" o FOOTING o FOUNDATION o FRAMING !INSULATION FINAL SITE INSPECTION COMMENTS: o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL _, ~FINAL 'fJAJr o=:c dO S o EXlGRADlFIWNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o t{ .:;:, ~ -... .P".. 6..1l l.in "0. c:. . FcM.-~Pi'~ ~ ~ {J -F., o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED )a CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~ I OWner/Contr: CALL 0147.9850 FOR THE NEXT INSPECTION 201 HOURS IN ADVANCE. CODE 1Il!QUlREMENTS ARE FOR YOUR PERSONAL HEALTH & SA.FETYI IIGNOTl CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DATE ~ Z~3(J ~, TIllE ADDRESS 1~5 /0 ~ ' ~ . #Jj u I.), CONTR. OWNER PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING ~ INSULA TlO . FINAL ~ SITE INSPECT o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL . COMMENTS: u... -I- cPO(p tJ/ - (p~ o EXlGRADlFILUNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASUNE AIR TST o , 1,c'.O. ~~. -(1."3 (), n-<- ~ :# ~~ U - ryf'h.... 952-L(t(7-saSF' 'WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK?f5L FOR REINSPECTION BEFORE COVERING Inspector: . ~ Owner/Centr. J CALL "7.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. IN$NOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS Ira s 10 OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION ::8'I'INAL o SITE INSPECTION ~ COMMENTS: Zotp rrf)J DATE TIME SCHEDULED ~(, <f 10 'J Jj c>tJ ~~ CONTR. PERMIT NO. 1!J(~Io'ZJ?" o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RJ o FIREPLACE FINAL o GASLINE AIR TST o 9i.,.;;. rb~:. ,- . lA_. I ~I ~ - (J,J- IV I(,IL.A...... iJ' - . - tJ1..- +0 f/~ ~ ~ ~ ftrLJ....!lJ I~ ~ ~~a .~. v ~. .- o WORK SATISFACTORY, PROCEED '" CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~, Owner/Contr: CALL ~7-9:tOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOn T~h:L;fL CONTR. J PERMIT NO. () ( - to l.? CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS J"'~/{J OWNER PHONE NO. [] FOOTING [] PLUMBING RI [] FOUNDATION [] MECH RI [] FRAMING []WATERHOOKUP [] INSULATION [] SEWER HOOKUP lID FINAL [] PLUMBING ANAL ti SITE INSPECTION [] MECH FINAL I"~ rJ.J -tL '-7 COMMENTS: ~ ~ DATE 1~.;jo:J (Y-, TIllE 11 SO [] EXlGRADlFILUNG [] COMPLAINT [] AREPLACE RI [] FIREPLACE ANAL [] GASUNE AIR TST [] W WORK SATISFACTORY, PROCEED [] CORRECT ACTION AND PROCEED [] CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~ Owner/Contr. CALL "7-9850 FOR THE NEXT INSPECTION :u HOURS IN ADVANCE. """"" CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS liD 5f D OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION ~ FINAL tJ SITE INSPECTION COMMENTS: .J;t DATE nilE SCHEDULED 12./11P2- ! l1fJ T~(Y., CONTR.lJ ) PERMIT NO. 0 I - 14 ZJl' o PLUMBING RI 0 EXlGRADlFILUNG o MECH RI 0 COMPLAINT o WATER HOOKUP 0 FIREPLACE RI o SEWER HOOKUP 0 FIREPLACE FINAL o PLUMBING FINAL 0 GASLINE AIR TST o MECH FINAL 0 / ~ 'f:t:- Z 07 & ~ .&-..0- It. "0' c... @ ~ I~.K- ~j (!,.-<~A o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED ~CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~ Owner/Contr. CALL "7-9850 FOR THE NEXT INSPECTION:lot HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI IN8NOn AI. PRIOR LAKE INSPt:CTION NOTICE ----. DATE SCHEDULED ~u'3 .:J.: 3'() /fo510 r ., t!.Jt-. CO~ 1/'l.,2I. ~ ZtJA_ PERMIT NO. - ADDRESS OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION Ii FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL I~ '1t..;l.('l X'" COMMENTS: -r:e.. o. f.J.JtJ (~ :::J.'.p U ?I J 103 I S1L +0 ~J24 V ' a' TIME 01 - t.:)~ o EXlGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o 11~ 10 o WORK SATISFACTORY, PROCEED )I CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: ~Irr CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH" SAFETY/ CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DATE 'i?/ r:t1a '3 TIME 2.:3"" ADDRESS 1/P5/0 tMPtl,.' ~ ('u-. CONTR. OWNER PHONE NO. PERMIT NO. o FOOTING o FOUNDAT IO~N o FRAMING o INSULATIO II FINAL . b SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP D SEWER HOOKUP D PLUMBING FINAL D MECH FINAL COMMENTS: ~ .3? I m- ~C. (J, IT>- 4O-A.. ~ (~(JI () - 6( - ta.!)8 o EXlGRADIFILUNG D COMPLAINT o FIREPLACE RI D FIREPLACE FINAL o GASLlNE AIR TST o &L~'~ ~ WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WO~ALL FOR REINSPECTION BEFORE COVERING Inspector. ' ~ Owner/Conlr. I CALL "7-9850 FOR THE NEXT INSPECTION 2. HOURS IN ADVANCE. """""' CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS -' (I) s;- ( II OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION )5:IFINAL o SITE INSPECTION COMMENTS: DATE TIllE SCHEDULED Id!~>/O'3. I; g 0 T~ t:;h CONTR. PERMIT NO. tJ ( -/0 zr o PLUMBING Rl 0 EXIGRADlFILUNG o MECH Rl 0 COMPLAINT o WATER HOOKUP 0 FIREPLACE Rl o SEWER HOOKUP 0 FIREPlACE FINAL o PLUMBING FINAL 0 GASUNE AIR TST o MECH FINAL 0 I~ ~::m 2.- ~ WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT ~ CALL FOR REINSPECTION BEFORE COVERING Inspecto~ tC/t _ Owner/Cont~ CALL "7-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEM.TH & SitFETYI ...,."" DATE I!/!IM , , If.t,sro ~~ U' coJ J CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS OWNER TlIIE I: :]0 PERMIT NO. e { -(p U PHONE NO. IJ FOOTING IJ PLUMBING Rl IJ FOUNDATION IJ MECH RI IJ FRAMING IJ WATER HOOKUP IJ INSULATION IJ SEWER HOOKUP )I FINAL IJ PLUMBING FINAL IJ SITE INSPECTION IJ MECH FINAL , :::II:. COMMENTS: ~ 30 ~ aD ~0A.d ..(J.#--'1t..O (l) ~uL.. 14.:. o~ ~. - v IJ EXlGRADIFILUNG D COMPLAINT IJ FIREPLACE Rl D FIREPLACE FINAL D GASUNE AIR TST IJ IJ WORK SATISFACTORY, PROCEED IJ CORRECT ACTION AND PROCEED )f CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. &:,-. OWner/Contr. CALL "7-8850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. DiSNOn CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SA.FETYI ADDRESS lip .'5/tJ DATE TIME SCHEDULED ?!"I!to I:(!)(J T~u~~:~, CONTR. CITY OF PRIOR LAKE INSPECTION NOTICE OWNER PHONE NO. PERMIT NO. /)1- ,?,;>ry o FOOTING o FOUNDATION o FRAMING (B) o INSULATION Jim FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o , COMMENTS: /~ -st, '?05" N4UtJ,/ T.e.tJ. -tLf ~ ~. C,O. kAlD tJJL- _~:~I~.II_f) ~ - o WORK SATISFACTORY, PROCEED ,/II CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING ~~, /f CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. Inspector: Owner/Contr. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH .l SAFETY! uaNOTl ADDRESS 1c.'5/o DATE T1IIE SCHEDULED ~ 2: 1'0 T~ (If, CONTR. CITY OF PRIOR LAKE INSPECTION NOTICE OWNER PHONE NO. PERMIT NO. ~/- c.;).1' o FOOTING o FOUNDATION(jJ) o FRAMING o INSULATION )I FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADlFILUNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASUNE AIR TST o , COMMENTS: ~ Sa ~ ~ C!..D' en-. rn-. ~ ~. C!.A a1 ~ 'fso G,. , I). )tPWORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED :s:~o:ECT;g;:L FOR REINS:::::::FORE COVERING CALL "7.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH'" SAFETY! INSNUTl ,--, . f OF ;>R LAKE INSPECTION NOTICE ADDRESS \ fa Sl 0 OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION ~FINAL o SITE INSPECTION SCHEDULED ..-...DATE , "'/IO/a.3 Jt~ TIME . , ~WPI'li; {':J. - C~NTR. PERMIT NO. 81- (p z..e o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXlGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o , .~ ' n COMMENTS: il, - j... . ~~ 7 ~ t T(!.f), rdJ' S II 1/J3 ~ &1/- ~Q~ .... ' . n /?..., .\_ "n V ~ ~u '-"CI ~":'...~~D~/,. o WORK SATISFACTORY, PROCEED ~ CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ INSNOTl DATE T1IIE CITY OF PRIOR LAKE INSPECnON NonCE SCHEDULED ADDRESS / ~fii() OWNER PHONE NO. PERMIT NO. D FOOTING D PLUMBING RI D FOUNDATION D MECH RI D FRAMING D WATER HOOKUP D INSULATION D SEWER HOOKUP lIP FINAL D PLUMBING FINAL ID SITE INSPECTION D MECH FINAL r' COMMENTS: ~::#:-..30 r D EXlGRADlFILUNG [] COMPLAINT D FIREPLACE RI D FIREPLACE FINAL D GASUNE AIR TST D tjoWORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED D CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~ OwnerlContr. CALL "7.g85~'7c;R THE NEXT INSPECnON 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI """'"' ADDRESS j(p Sf 0 DATE TIllE SCHEDULED IZ/lf!DJ j:YD T'^-j,~~ C-;f-, CO~. PERMIT NO. 0 I - to 2..7 CITY OF PRIOR LAKE INSPECnON NOnCE OWNER PHONE NO. [] FOOnNG [] PLUMBING RI [] FOUNDA nON [] MECH RI [] FRAMING [] WATER HOOKUP [] INSULATION [] SEWER HOOKUP ~INAL [] PLUMBING ANAL b -SITE INSPEcnON [] MECH FINAL COMMENTS: ~-:::t:t:. ~ar [] EXlGRADIFILUNG [] COMPLAINT [] AREPLACE RI [] FIREPLACE ANAL [] GASUNE AIR TST [] .0. V ...:f' _,;./1- 1ZA.J4 ~.. tfP;~, ~ -~,P~ [] WORK SATISFACTORY, PROCEED [] CORRECT ACTION AND PROCEED JiaCORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~ Owner/Contr: CALL "70983 F~R THE NEXT INSPECnON:U HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! "'""'"' .~ ':ITY OF lOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS J b S ( D T~~ CONTR. OWNER PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING q..jNSULA TION ~INAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL I~ -dl. l~ 8' COMMENTS: T:t'....fJ, -t...i.P 8'/1/03 C.O. -:).~ ot.. ." 0 ~ ~ A..~ CJ., ,,-.DATE TIME ~ Bf-. I; ~t) 01- bd-8" o EXlGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o {).,: If); -.. "-.J o WORK SATISFACTORY, PROCEED )I CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~, Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTJ CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ ~- cr IF PRIOR LAKE INS"ECTlON NOTICE DATE TIME OWNER t;./IZ/03 lIoSIO/~4 I'f-.' CONTf{ SCHEDULED . /z..~eo ADDRESS PHONE NO. PERMIT NO. o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP o FINAL 0 PLUMBING FINAL ~SITE INSPECTION 0 MECH FINAL COMMENTS:~_t ~ ,,_, '..:..... ~ ~.a ~~~~L~O'~~~ IJ- .~ - 2.lD oro ~~ o EXIGRADlFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o ~ , , o WORK SATISFACTORY, PROCEED )ill CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTlON BEFORE COVERING Inspector: ~. Owner/Contr. - , 1w . ~ : ""'j~ - frI(l.. - %t{I- 3("otJ '75'z -117-S'O":::? CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSIIOTJ PHONE NO. ,;) -Jft;..r 'SCHEDULED 3/1'1/'3 /IJ:~" J!P535 ~,...j1A. 1'1. CONTR. y~ -lbJ-' ) 0'3 -/91 DATE TIME cr F PRIOR LAKE INSP.,CTION NOTICE ADDRESS OWNER PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION ),! FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP 'M: PLUMBING FINAL b MECH FINAL o EXlGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o COMMENTS: ,AJdLv tNTA-U -f" ~ .~ , ,. Il~~> ;/ I!WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~. Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH'" SAFETYI JIiSNOTI ~t.:e'~ " () CONTR. PERMIT NO. CJ ( - d3 Z8'"' ~ CI' IF PRIOR LAKE INSt-ECTION NOTICE SCHEDULED ADDRESS I to51 0 OWNER PHONE NO. o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING @ 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP '10 FINAL 0 PLUMBING FINAL o SITE INSPECTI 0 MECH FINAL ~ '..JJ- COMMENTS: ~.- J-' ~ DATE ~1'1~3 f,:FtJ &. TIME o EXIGRADIFILLING o COMPLAINT o FIREPLACE Rl o FIREPLACE FINAL o GASLINE AIR TST o ...-r- ~ .../ ~;:Gr; ~ i.4. ~ ~~~~/)~: \I) WORK SATISFACTORY, PROCEED ;;; CORRECT ACTION AND PROCEED :s::ECTW~OR REIN:::::~:'FORE COVERING CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. IJ<SNOn CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! ~ ~, or'"- TIME cn F PRIOk LAKE INSPECTION NOTICE SCHEDULED tlhtN- tl~ OWNER , / ~'iL tD o:::r- NiJ-LD01 ~ (' ~ ,/ CONTR. ~&~, PERMIT NO. el. a:z-g ADDRESS PHONE NO. o FOOTING o FOUNDA nON o FRAMING o INSULA'R9N t )'('FINAL y..J~"'00 o SITE INSPECTION - I o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o COMMENTS: I.. ~ ~1~'wJ\ t\~, \l- ~~)~~l~ vi' ~ \~~ ..l d~w~ I' . /A.\\~'tg-e.". ~~i\. {~1:,cCbI.b~ &- '~~eevl -i~~ 3~CffiV'e.e- PJ<.~ I~"^-'\S en b'Ovk\1i\l1Pf \^K~ak.& - 2.:oY\ ~ LJ1..U' r-I-. L ~. t-j",...., "t l.Akl.A L r30~~ <II ~ -<. \l:}~l<q- WLhM.t~tt9V\ \~~ ~,_ c~ ~Mfu~ T~~(~l1t7_ VP.AA-e-t~~ bA i J .lI.Y\)A.~ v.. . .._, ' J fl'L - rz.J6 <_/0 "3 , o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED )(. CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: CALL "7.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ U6N0" ~ OATE TillE Cll F PRIOR LAKE ~/,alA" INSPECTION NOTICE SCHEDULED S~ A. T. r . ADDRESS /(",510 T~~LlILIT4 Ct. OWNER Lfc..f7-5058 CONTR. ~ I'AE'>l=UBe.it-l~ PHONE NO. PERMIT NO. 0' - Olo 2..S o FOOTING 0 PLUMBING RI 0 EX/GRAD/FILLING o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL o FINAL 0 PLUMBING FINAL 0 GASLINE AIR TST fA SITE INSPECTION 0 MECH FINAL 0 COMMENTs(TI) c.o~"f"lUA.I:..,..; "'~ u.) n-H ;...:l A. .i:f..11::.1.J PAil. "-i NCj 9..Ae-~c- ~ Lt.1 e.ES' M..;~I'M-u.-... OF -.Iz.-~Ue... "ieA.TEn rt'i'JI-J~CJ' . , kiD CDM.B.!.I.. c;,,, BLS CDI\\~c:..T'lI~ is ~, L('lWE1;) - M.l.I...~" Bt; RA-reo / f.Jt>Jt.J- ~ MA.TE/l.t'A./...,S ~O 'MuS! ""-A/NTA,'.,:'\ IP." rl@llellt-JU~ FII-~ AIJ.y ~/2.lN 1(/ Ft/} ~r\D S ~ n PJ!>.Nt\JOI _ ~~S'rt2..lI.~ 'T'H- Ew..... Or-5t-rt V.::tl' ~,.J MU ~ r \\I\t::.t:.1 ~It-.() / Li,1'"E'b As~~jB Pa'L -.1.....-u,tt -r"' I , ' .~ l~lC"" Ll~""'j' o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED ~CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! JNSN(lT' CITY 01 .IOR LAKE INSPECTION NOTICE ADDRESS \b S (0 OWNER PHONE NO. DATE TIME SCHEDULED . 3/10/03 11'3 c Te~ ()f-. CONTR. PERMIT NO. <() , -10 -z..8' o FOOTING 0 PLUMBING RI 0 EXIGRADIFILLING o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL o FINAL 0 PLUMBING FINAL 0 GASLINE AIR TST ,., SITE INSPECTION 0 MECH FINAL 0 COMMENTS@ p~ o.~.r.~? ~Of' <1-. ~ </-aU/"'! ~~ ~ .LJ..!,':....!'....~M.A ~ ~ ~ ~ ~ ~C.IJ~S bc:j ,'1I-o...t" o WORK SATISFACTORY, PROCEED '! CORRECT ACTION AND PROCEED o CORRECT WO~ALL FOR REINSPECTION BEFORE COVERING Inspector. { ~ Owner/Contr: CALL 447-985~OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI I/'iSNOTl '- ( ~ - "t"W - I 't~ t. o~ TIME CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS / ~ 5'/0 SCHEDULED qJ (I?z.. /1,' () 0 ~4r~. CONTR. OWNER PHONE NO. PERMIT NO. 0/ - ~r o FOOTING o FOUNDATION o FRAMING o INSULATION ~ FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL J8 MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: Pt.. - ~ ...- M,~1;).~?f\1~ (f01Jv'-t lai ~{- ~O r- - Jo~cr\'~ ~~~\_q~ k?tNI e_:Z e.\~ b~h.J e-\m,~ ~ ~{G<'k -j .,.- e.,)o\~{.- ~~ ~ \ItS ~11 ~ e{f.J) b ~~ r 1 - 2!:Oh\W\'{ TW --- f~~ ~ o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ V) Owner/Conlr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ INSNOTJ ADDRESS / to 5'.3 s; TIME SCHEDULED s{ 'CO'!. Cj : oc \ ' T~v.O.t; (!j-, GI J CONTR. CITY OF PRIOR LAKE INSPECTION NOTICE OWNER PHONE NO. PERMIT NO. Oz..-3G.S" ~FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: Po. '7"4 C ~ ~K SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRE~~, ~ALL FOR REINSPECTION BEFORE COVERING Inspector: .- ~~ \)~ Owner/Contr: CALL "7.9850 FOR THE ~XT INSPECTION 24 HOURS IN ADVANCE. "- CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ INSNOTJ ADDRESS /t.S/o ~ TIME SCHEDULED t'k.(OL 10 (~O r~ (!j-. CONTI J CITY OF PRIl." LAKE INSPECTION NOTICE OWNER PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o (7_.." '\ COMMENTS: ~~ dtscu.~s. b~~\s.. ~e(i~ / ~RK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WOR~\ CALL FOR REINSPECTION BEFORE COVERING Inspector: b .\h-ua . Owner/Contr: I CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEA.LTH .I SAFETY! U<SNOTl ADDRESS It:, S /0 TillE SCHEDULED 5/~!a '" Lf: S'<l 7A~J,;t?d.~ CONTR. j CITY OF PRIOR LAKE INSPECTION NOTICE OWNER PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADlFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: ~ ;O~ oK .kr .s~~~d,o.A r~ li!f"'WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED " _=......~E'_~"~E~~ Inspector: 13. \ Owner/Contr: CALL "7-9850 FOR E NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTJ TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ~/()l.- ~.'0lI ADDRESS (!)"f.t~:jJ" ~I ~ ,. CONTR. OWNER PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL " SITE INSPECTION COMMENTS: ~ o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL f!L.:...f' o EXlGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o Q: . ~ tk ~t.z., ? V . ~hdm~ )QOlCe.s. over CAlII.S Die ~ORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WOR~ ~ALL.FOR REINSPECTION BEFORE COVERING Inspector: b ~\~ Owner/Contr. CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! lNSNOTl ~ ~ CITY OF PRIOR LA.._} INSPECTION NOTICE DATE"'- TIME . SCHEDULED rz,-f7-0' l.iS- /~.A/QcJt'U' 7V (!;T / ADDRESS . /1',;510 OWNER PHONE NO. IJ FOOTING IJ FOUNDATION IJ FRAMING IJ INSULATION IJ FINAL IJ SITE INSPECTION COMMENTS: ( I CONTR. PERMIT NO. IJ PLUMBING RI IJ MECH RI IJ WATER HOOKUP IJ SEWER HOOKUP IJ PLUMBING FINAL IJ MECH FINAL ,~t+(C ~ tf1~ ~. 1- %$'01- f!J 3"- IJ EXIGRADIFILLlNG IJ COMPLAINT IJ FIREPLACE RI IJ FIREPLACE FINAL il GASLlNE AIR TST r't $f'1!#-'~~::S' (JtA ~. ____ -C IJ WORK SATISFACTORY. PROCEED IJ CORRECT CTlON AND PROCEED )t- COR CT , CALL FOR REINSPECTION BEFORE COVERING Inspect . Owner!Contr. CA 850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. ../ CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! H<$N(J" CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS 'ft,5Jn [i?~/n'l,i:; Cdl.TR. OWNER PHONE NO. PERMIT NO. o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP o FINAL 0 PLUMBING FINAL K')a,s1TE INSPECTION 0 MECH FINAL COMMENTS: e../. I" ) : -..h, ~ o~ ~ rock- DATE ~ I' ;/-. TIME 9:btJ , o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o .J<I..;"'; ~. hORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, ~ALL FOR REINSPECTION BEFORE COVERING Inspector. ~ ,\ ~ Owner/Contr: CALL "47.9850 FOR T.1 NEXT INSPECTION 24 HOURS IN ADVANCE. """"" CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH .l SAFETY/ DATE ~-. TIME CITY OF PRIOR LAI\_ INSPECTION NOTICE SCHEDULED /2. -ef- C) I z. H.rV ADDRESS /u5/0 ~/lIQrJ( {",.17 a- OWNER CONTR. PHONE NO. PERMIT NO. 1- ~ 28 o FOOTING ~OUNDATION FRAMING ~ o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: B~ ~ltSll9c-b\lWt.l, ~.(QIM ~I~ (!) 't:: ~ ~V\.~t..L\a~_ a.J.. rv.i-: r~IIt'..tO 1 ~RKSATISFACTORY. PROCEED o CORRECT ACTION AND PROCEED o CORRECT WO~' CALL FOR REINSPECTION BEFORE COVERING Inspector: -:5- Va,w Owner/Contr: CALL "7-9850 FOIl. THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH .{ SAFETY/ INSNOTI CITY OF PRIOR LA INSPECTION NOTICE SCHEDULED DATE ~ TillE II/~ 1/,' /1,'dD ADDRESS ~ OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH Rl o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE Rl o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: ~ ~ /J:.I- ~ ~, DK +v 1l/.,~\"k Q,^d..~c1: '.5.+.\-.100" .....t:.!>{Y,d-or ct.'hi ~ORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: '!) -'b. Owner/Contr. CALL 447-9850 FOJ THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY/ lNSNO" DATE - TIME CITY OF PRIOR LA, INSPECTION NOTICE SCHEDULED 'f/z.dcl 1/: 00 ADDRESS I fL, S-Io I~~ C:h CONTR. OWNER PHONE NO. PERMIT NO. ~ / - ft, 'L-8' ftv 15 FOOTING 0 PLUMBING RI 0 EXIGRADIFILLING f:1 0 FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL o FINAL 0 PLUMBING FINAL 0 GASLINE AIR TST o SITE INSPECTION 0 MECH FINAL 0 COMMENTS:~~ ..Gt-~_<:.. ~r decb ('J K. -4?-J pO l.l r- ?roJ l~ c:r:r:>d fr:'J;,-b, -b., c.4~ ~RK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT ~RK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~ 1) ~ Owner!Contr: CALL -..7.9850 FoL. THE NEXT INSPECTION 24 HOURS IN ADVANC~ CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH" SAFETY! INSNOTl - DA. TIME I F'~{) CITY OF PRIOr. ..AKE Qr INSPECTION NOTICE SCHEDULED {J ' ;)i-/ 1 ~ ~ (0 /::VvMMja--(};;J - CONTR. U 0- 1-10* ADDRESS OWNER PHONE NO. PERMIT NO. ^ _ 0 FOOTING II no PLUMBING RI rr~OUNDATIO~ 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP o FINAL 0 PLUMBING FINAL o SITE INSPECTION 0 MECH FINAL o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: hllAe,boar1JM, (2,J-G;ck ri ~/~ rRK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector. ~_I \~ Owner/Contr: CALL "7-9~SO FOJ THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUlREMENTSARE FOR YOUR PERSONAL HEALTH & SAFETYI 1l'SNO'l CITY OF PRIOR LA.__ INSPECTION NOTICE ADDRESS /fR5/0 OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION Pl7tJ(.,- DATE -, TIME SCHEDULED 9;:)/)-01 Cj/~_ 772A/I/(JU /(...rA/ c;r , CONTR. PERMIT NO. j-(..2~. ~ . o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: I/e-!:d..r( F/ Rh DtP,4 ,erM.EN! t'1J;JNF-~~77 t?M -_ rvl~+- 61", r1A.lOvJ..fo /~uh\o~ I1IA rL1/A o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED )l(. CORRECT WOR" CALL FOR REINSPECTION BEFORE COVERING InSpeclo;1S. .l~ Owner/Contr. CALL 447-9850 FOR/THE NEXT INSPECTION:U HOURS IN ADVANCE. CODE'fIEQUIREMENTSARE FOR YOUR PERSONAL HEALTH cl SAFETY! INSNOTI CITY OF PRIOR LACX' INSPECTION NOTICE SCHEDULED ADDRESS I &iC) (0 Tr~r;.U"", r'1 , OWNER CONTR. PHONE NO. ~NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RJ o MECH RJ o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL ~ fTEJ onllE ~ 2.:30 ~. O/---&1jf o EXlGRADIFILUNG o COMPLAINT o FIREPLACE RJ o FIREPLACE FINAL [J ,GASLlNE AIR TST o COMMENTS: FL~sfl ".?tA,N ~ FJ2-. h tC' ..-\i:orJ... v./,,: L.;it.. 2 Vz" 1b5& ST.4~.."t" /OM '/<Jure', fu~ ~v ~)I.<;NIJ PAS5'::'S fli WORK SATISFACTORY, PROCEED [J CORRECT ACTION AND PROCEED o CORRECT WORIJ tA~L FOR REINSPECTION BEFORE COVERING Inspector: k. hi- Owner/Contr. I CALL "'7~ FOR THE NEXT INSPECTION :u HOURS IN ADVANCE. lN8N0n CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI " (, DATE (j TIME CITYOFPRIGRLi'~) ^ ~ I\.. / INSPEPTION ~,~~CE; SCHEDULED ~ ~: {n} ADORESS 'A s. fa:-rl2nN au I C/ 7J ('--;;- OWNER i / ) CONTR.' /1 1--./ I PHONE NO. "",""":,~: .,. ~ o FOOTING . 0 FOUNDATION o FRAMING o "INSULATION o FINAL o SITE INSPECTION COMMENTS: . .. S- ~~.....- ;t ( J .G.' ll(/.) , PERMIT NO. 'Id".. PLUMBIN~ U6 /O~CHRI 'I o WATER HOOl(UP o SEWER HOOl(UP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o I / lL.-~ k-'ll - I ~ ?:xL '-'-' ' <~, ~'LDt'\(^'<' J ~-r-. .A' ~ . r I .. ,,<. [;;J4-.WO~l{ SATlSFAClDRY, PROCEED o CORRecT ACTIOI NO PROCEED :.=v'U7-:;"""-- ,:;...J.d7.JiUi lOR THe NExT JNSP.Jl,~24 HOURS IN ADVANCE. CODE REQUIREMENTS AiiE"poR Yof.iR ~~QNAL HEALTH .t SAFETYI v '.\;. '"~S:~~~: . /NSN(JTl , ~, CITY OF PRIOR LAKl INSPECTION NOTICE SCHEDULED ADDRESS !~,~( 0 r ~tP:-{'-f '7-7 I OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL ,> fTE/ ""'rIME ~ IZ;3o OJ/. o/--~V!f o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: FLuSfI A'//tIN ~ fV{L Ft Il$ S'P/2-u..I ~ C4L zYz" 1/:,56' S;-4~ /O"""rAJvre5 ~ ~v ~{""~ P/t5.5c.--S rt' WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORKr1A~L FOR REINSPECTlON BEFORE COVERING Inspector: K. r"- Owner/Contr: I CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ DATE CITY OF PRIOR LA _ ~ I INSPECTION NOTIC~ SCHEDULED ~ '5:U7J ADDRESS --&CS 1-0 ---r72flN au I ~(?V 0 I nM. OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION .~ PLUMBINQoftIo lJ€l 1"0 MECH RI I o WATER HOOKUP 'n SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: S---./'~ (.. {L--/ 10 f - I "" M- "'- , rt. U.6 rt. t.LG::> . s~, I~ l)tA-r/V.> , / <9-~ ~RK SATISFACT lRY. PROCEED o CORRECT ACTION A D PROCEED o CORRECT'IO).K. :A L FOR REI PECTION BEFORE COVERING Inspector: ~ _ Owner/Contr: CALL'447.9850 ~OR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTl ---- CITY OF PRIOR LAK INSPECTION NOTICE ADDRESS JIa 501 OWNER PHONE NO. ~ FOOTING f J ~ FOUNDATION ro FRAMING o INSULATION o FINAL o SITE INSPECTION DATE ,.-..T1ME SCHEDULED 7).74 A '0 ( ~ ~ J CONTR. PERMIT NO. tJl-d,zs o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: ~, feu.rel. IIJa.li, fA Jp.dCL~+- ~To\~K 6RK SATISFACTORY. PROCEED o CORRECT ACTION AN1faP EED o CORREC~A F REINSPECTION BEFORE COVERING Inspector: n' ~er/Contr: CALL 44-;:8&0 FOR THE NEXT I~ECTlON 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOn /"". CITY OF PRIOR LAI INSPECTION NOTICE ADDRESS / C, 5" ( 6 OWNER PHONE NO. Iv-',I1CFooTING r'D FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: AS ~ DATE .-.. TIME SCHEDULED '1./l7/0/' )lIO() . . I ~~~{<'~.~ CONTR. J PERMIT NO. ()I-(~ o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADIFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o \ . . , r-.I OK '-\?Lf<9llf fVttP..lr-"iOr ~~( ~RK SATISFACTORY. PROCEED o CORRECT ACTION AND PROCEED o CORRECT WOR,. CALL FOR REINSPECTION BEFORE COVERING Inspector: 1, 0' \ ) (JjJ..{J Owner/Conlr: CALL 447-98&0 FOR T~E NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ l/'iSNOTl /- CITY OF PRIOR LA~ INSPECTION NOTICE SCHEDULED (" DATE --, TIME 7-!C'--()/ j,'/s-' ADDRESS /ra S-; 0 OWNER PHONE NO. If' j; FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: { \' \... \ vVI~ ~ /\)ltr~\No.... I ~ ~;rJ o EXIGRADlFILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o M-n I o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WOR CALL FOR REINSPECTION BEFORE COVERING Inspecto~_\ Owner/Conlr: - - CALL 447-98&0 FOR T E NEXT INSPECTION 24 HOURS IN ADVANCE. \ CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ JNSNOTl ADDRESS /!,!;;/() DATE ,-... T1IIIE SCHEDULED 7 -/3 -0/ ;:J Jut ~:/J/M1~ CONTR. 0 Q (/0.?Y PERMIT NO. ---. CITY OF PRIOR LAI INSPECTION NOTlC~ - ' OWNER PHONE NO. ,a'fOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRADlFILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: I tIA TW6l'" o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Conlr: CALL 447-9850 FOR THE NEXT INSPECTION 2. HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY/ INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS / (" 5/0 OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION :l!K!'INAL o SITE INSPECTION COMMENTS: GM~- cJ/( DATE TIME SCHEDULED 1/- J:2.<iZ- Tr'lI'! tf/J; I'f'" ~ , CONTR. GT ~Kc.r f4l.1 (.DtI~. . ~ CI!4~ILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL W"IHI' VC,/h - oK: ~ORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspecto~A4_ ~._-_.Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY' INSNOTI DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED 6"-1-02..- s? : SO ADDRESS :<'1 U nt '.f BF/IIOllI.} t6s/{) Torr:,y\~, J//t 'I-(t..-r: OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING ~~~~t"TION o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL ..l!( EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: Grw.,fA- c, r(J will &11 'Wi", < r91::.. :r L1c.Vt"'"'I cJrc..c..t. 'v.J'e.h/ !l1..J'--~ ~~ o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING lnspector:4~ _ Owner/Conlr: CALL 447-98&0 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSIiOTI