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ODeck OPorch OAddition ORe-Roofing o Fireplace OAlteration PROJECT COST IV ALUE (excluding land) $ I ''''by =ti1Y "m, I .,,, fumi,'oo iofu=,"on 00 "'i, 'pplb"on whk. i, 10 "', b,,, of my tnOwi'd", """ ",d "'mct. 1 ~'o =ti1Y "'" I "" "', 0_ m '""'''''''d ""'" Ib, <he ,oo,,,.moo"oood P'op,"" "'d "'" '"100'_0' will "'.- '0 '" "'"ting "'Ie "'d 10l~ I"" ",d will '''''''d 'n '=td.utre wi'" ,"hmi "'. I "" 'wore "', mil 0 . om revolre "'i, P_' fm jml "00' F_""'m" I 'ereby 'gre" "'" "', city offici~ 0" "'"_ =y :"''' on '" '''l!:-'o 0= """'d i"",ttioo, U. h. /'" 0 Contractor's License No. ~ Permit Valuation Permit Fee l Penalty Plumbing Permit Fee Mechanical Permit Fee Sewer & Water Permit Fee Gas Fireplace Permit Fee Approved Water Meter Pressure Reducer # 7 # 7 fJ~/- r;~*8 / 12./- 'lS8/ ORe-Siding OUtility Connection ~(. 00 000- $ $ $ $ $ $ $ $ $ Builder's Deposit Other ""' ti to =tify "", fu, re"", in <he ,""'" ,,,'~,", ,,'" '~O_ying doru=,n ti in """"mm wim <he Ci~ _g _ md ""y ,"""d ~ re,,_ ""' doru_, wh~ """d h, th, Ci~ '""",, ""'iM~ , """"'''''' C'm""" of Zo'fig -plim~ md "'~, ""1m"'" 10 "mm",~. "''''' '''''Pm", , """""" of 0=""" =" ~ issued. ~ '?ltP 7-- Spe . I Conditions, if any 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 of)- n./ 1''1 ./......i vI) I PERMIT N0i:12j/2-S70 I CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY NECTION PERMIT White File Pink City Yellow Applicant NORFX ssos- CO LANE LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION Date Rec 'd ZONING (office use) e-S- PID 25-2- - 002-6 OWNER (Name) NO REX (Address) (Phone) BUILDER (Name) If (Contact Name) (Address) I v , /(/ '" b- .s L err ItVT/)/'1~TIC SfRflJk LER. Go"" WILL. C,O. (Phone) ".>' ~'"" F1YM 5">10 (Phone) "S' ... 5":; lJ - 330 0 - '>5"8 - 3 2.. 64 $;; 5T. TYPE OF WORK o New Construction ODeck OPorch ORe-Roofing OAlteration OLower Level Finish o Fireplace tI Misc. PROJECT COST IV ALUE (excluding land) $ :Jq q 5"b. O~ OUtility Connection OAddition ORe-Siding 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 property to perform needed inspections. x./CAtt (I. ~Z14 Signature C OODO S- Contractor's License No. Park Support Fee SAC q - 13 - 0'2.. Date Permit Valuation Permit Fee $ Plan Check Fee $ State Surcharge $ Penalty $ Plumbing Permit Fee $ Mechanical Permit Fee $ Sewer & Water Permit Fee $ Gas Fireplace Permit Fee $ # # Water Meter Size 5/8"; I"; Pressure Reducer City SAC and WAC Water Tower Fee Builder's Deposit Other # # $ $ $ $ $ $ $ $ / TOTAL DUE omes Your Building Permit When Approved t1- 2 "?-dZ _ Date 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 w>~.""" "<b, C" ~.- ""tiM" · km,,,", Cm'",," of Zo,,,, romp_ ~d <illom =_00 "rom=,re. B,fure OC~,."', , C",,'cr" ,f """"'" m," "" I / tim". t- Planning Director Date Special Conditions, if any 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT FIG8 \lv'l 02-0 B3S 5505 Cc-rrotJ~u.o W4.1t:.. Date Rec' d DEe I I 2002 White File I PERMIT NO Pink City '02-1/_/1'7 Yellow Applicant . (RV~ ZONING (office use) LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER (Name) No~i..~ IS SI F&w (Address) BUILDER L (Name) 11 ~~i ~7~5 (Contact Name) (<. A.. G-.~ ~ (Address) (Phone) 44. ,- ~'\ f' (Phone) (Phone) 7tJS-t;foo- w~f 74tH TYPE OF WORK ..efNew Construction OLower Level Finish ODeck OPorch ORe-Roofing ORe-Siding o Fireplace OAddition OAlteration OUtility Connection o fl.. P AtV&L PROJECT COST IV ALUE (excluding land) $ 2000 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 r pe to perf or needed inspections. h...__... X Permit Valuation . Cf:') Permit Fee $ 25 Plan Check Fee $ .O( State Surcharge $ -t!>O Penalty $ Plumbing Permit Fee $ Mechanical Permit Fee $ Sewer & Water Permit Fee $ Gas Fireplace Permit Fee $ s Your Building Permit When Approved / Z -/8 -I');:> . Date CC-COS7.~ Contractor's License No. / 2--6~-o~ Date Park Support Fee # $ SAC # $ Water Meter Size 5/8"; I"; $ Pressure Reducer $ City SAC and WAC # $ Water Tower Fee # $ Builder's Deposit $ Other $ TOTAL DUE $ J/~. 7~(p I Paid Date ~~6. ~IP I "ttNO' +_U~.3"" -_ - ~Ol- .B_. . ftZ~ Izj/~L- 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) 447-4245 16200 Eagle Creek Avenue Prior Lake, MN 55372 _._----~-~ CITY OF PRIOR LAKE PLUMBING PERMIT 1. Blue 2. Gold 3. Yellow File City Applicanl PP No. .02 A C[ 7. 0 Applicant: Address: State Mechanical Inc. Phone: 651-46::3-8220 5050 W 220th St., Farmington, MN 55024 Th~ Ceftlt'r ot Ihe Lake Country Signature: Legal Description: Lot Block Sub Site Address: 5505 Cottonwood Lane Building Permit # CJ 7- - ~ 3>h'- PID # NOTE: This permit will not be processed without complete information. FIXTURE UNITS Quantity Type of Fixtur~ Quantity Type of Fixture Bath Tub with or without shqwer Rough-ins Dishwasher .. t I '1~ [.../ Water Heater I , ~7 Floor Drain v Water Softner I 6 Lavatory (bathroom sink) Stand Pipe (washing machine) , Laundry Tray (1 or 2 compartment sink) Sewage Ejector . . 2 Shower Stall { Backtlow Assembly (RPZ, Double Check, PV8) 2 Sinks Backflow Assembly Test Bar Sink Lawn Sprinkler 6 Water Closet (toilet) 2 Other urinals I' FEE SCHEDULE Industrial, Commercial & Multi-Family (1% of job cost, $39.50 minimum) Residential, New One & Two Family Residential, Additions & Alterations State Surcharge C).f( {lJN ??f~;2-- I water cooler ~fL~ .3.5; 4-&0 $ 3So. - $99.50 $ $39.50 $ $ .50 GRAND TOTAL $ ") So, So This permit is granted upon the express condition that said contractor, shall comply in all respects with the ordinances of the State Plumbing Code and the amendments thereof. 1-/,1 7/4 RECEIPT NO. <6-7 -O~ DATE ~ AlTEST Call for all inspections 24 ho in advance. 16200 Eagle Creek Av. S.E., Prior Lake, Minnesota 55372 / Ph. (612) 447-4230/ FAX (612) 447-4245 An Equal Opportunity Employer CITY OF PRIOR __'" HEATING/AIR CONDITIONINGiFIREPLACE PERMIT Date Rec'd ~/ ~6 0f 2 - () B..:ss- B-Ic;~ uz-- ~. ~::n ~!t~ I PERMIT NO. 3. Yellow Applicant 02 - 10 / 9 ~ ZONING (office use) LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER!$.. (Name) If' Q L1 '\ Anderson . (Phone) (Address) APPLICANT (Name) &5/- ~5:.;J- ,27/:7 (Address) (Contact Person) (Phone) X' 02/ I J!/6:Vd- DATE APPLICANT PLEASE COMPLETE BELOW NEW CONSTRUCTION 0 REPLACEMENT 0 AL TERA TIONS FURNACE MAKE AND MODE~~--r- FUEL FLUE SIZE .f\lc. RETURN OPENINGS INPUT OUTPUT TYPE OF SYSTEM HEATING OR POWER PLANT OWarm Air Plants DGravity ~Mechanical !&Air Conditioning OVent. System o Steam o Hot Water o Radiation o Special Devices o Other Devices PLEASE NOTE: Air Conditioner Units Cannot Encroach into Required Side Yard Setbacks FIREPLACE MAKE AND MODEL Industrial, Commercial & Multi-Family FEE SCHEDULE I % of job cost Residential, Gas Fireplace $39.50 minimum $99.50 Residential, Additions & Alterations $64.50 Residential, AC Only $39.50 Residential, Heating & AIC (New Construction) Residential, Heating Only (New Construction) Estimated Cost $ q S. Doo .C(J Building Permit # 0 Z - 101'0 $39.50 $39.50 HEA TING PERMIT FEE STATE SURCHARGE TOTAL PERMIT FEE $ 950. 00 $ .50 $ C)5(). 50 Pai~.5lJ. 5V Date --2-1- 02- ReceiP;;NZ'7 ~ 0 By 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 Hx Date/TiMe JD!-DJ-2002(rEDj l~:J~ ~12~~1~2~J 07/03/02 WED 15:08 FAX 6124474245 CITY OF PRIOR LAKE '-'-'--. ----.. _. '- Po aDl ~001 . < :.\ .~.t~ . ~..: ~' CITY OF PRIOR LAKE SEWER AND WATER PERMIT Date Rec'd 7- 8 ' 02- 5505 Cotton Wood Lane ~: ~~f,:.. ~:~. .1 PERMITNO./)~~oezPII J. Galcl A/lP11GId1 u'(f- (/ L z6NrNG(_~J LEGAL DESCRlPTION (office use only) LOT BLOCK ADDITION OWNER (Name) (Address) NOREX GORP PID 15815 Franklin Trail SE Prior Lake, MN 55372 (Address) (~ty) (phone) 952 447 8898 (Zip Code) (Phon~ hS1 ~hi R??O - (CIty) (Zip Code) (Phone) 651 463 8220 DATE 7/3/0'/ APPLICANT PLEASE COMPLETE BELOW Size of water service _ inches. 6" Fire/2" Domestic Location of any couplings from structure _ feet Type of sewer pipe. 0 ABC [iJ PVC 0 Cast Iron Estimated length of sewer line ~ 360 feet. Clean out (if required) located at --L- feet from strocWre.+ 100' intervals FEE SCHEDULE Residential sewer and water line cOlU1cction $35.50 InduslJ'ial, Com'l & Multi-family 1% of job cost with a $39.50 minimum Sewer connection only $17.50 Water connection only $17.50 Estimated Cost $ 48,'000 Building Permit #-~.-.CJZ -08 ZB , SEWER AND WATER PERMIT FEE $ ~l30. 00 Sf ATE SURCHARGE $ .ISO TOTAL PERMIT BE $ +j10. ~O (Offil!e Use Ollly) This Applicaf n B comes Your Building Perm rl-t 1 Pai~~tJ. 00 Date/:J , 7-(12- 24 hour notice for all illspel!tions ('52) 447-9850. fax (95Z) 447-4245 PRIOR LAKE INSPECTION RECORD Dr;PARTMENT OF BUILDING AND INSPECTION SITE ADDRESS ~So5 NATURE OF WORK USE OF BUILDING PERMIT NO. 0, - oSlS 02- 51 It- 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 baen approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. Call between 8:00 and 9:00 A.M. for all inspections FOR ALL INSPECTIONS (952) 447-9850 1""7-- S-- <2) Z- 5 Ccsec c,g W"'JZIC @ M"ecex:- ,-?'Sos- G r I v A.J LVoo 0 ~(O (L [4 r< c.5 . ~ 1lllH\. 0 tv' ~ ( S /,v oS 77'9t: lC.....v6 ,4 5" e ~ /Vi) . . . ;:: ( l< ~ ,?I P7V!."Z L (.. ~ &> /t.-'fpl!'rO ~,....... ~d POS <-c.o S'eLGt/J.. ":Jf' · 4cces,>C:>fV/72o<- P~0 -fu ""'o~(=rz ;::;/26- ..Ilt.&e.n ;(I.<? (4-<-r CJ"q~..,rs ~ -I-(~ +r,e $, r; (( <- (J/7-fV ~ _ LJ~ WllS- o If l.w. "" ( ~ "" I To rz... z... (2. e ~ ~ a ~wrs: FLow VIrL.Jc)~ UJ I '-L ~~'-TI ~ ~oR.e D~fNL-r,...~ D7sf?~) ~ iR.\J\\l€l6 WIlL /)-€-SlA-'-, IN Ow~ {\J OT( r:-r c.4-77 d rJ (:).f r~C7-t v.1-<- tJ is <2- k.t1>> Go L"'S ( P 4N<=<- T tR.0v\j,? L c: (Lo....J 8 4, ( d2- f) V\to W \. TD (L ( N "" UJ t \. ~ (~\L'-(L AI 4,-,1'/) N.,q ~ Y1.~ d.o~ ~ \. Dl S p;4-~!"f ~ ~ c:t- <j?S'Zf- 8270 ~ WI<. ~1l~M t~lt~ 0,.J}S- Co.t<f':>tz,"t'71 oJ White - Building Canary - Engineering Pink - Planning Thf' Cf'nlf'r of 'he- 1..11:. Counlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST < NAME OF APPLICANT APPLICATION RECEIVED tV . . . The Building, Engineering, and Planning Departments have reviewed the building permit .~..application for construction activity which is proposed at: 55 D5 ~TT0NWQOD LAI\JC-. Accepted Denied X' Accepted With Corrections Reviewed By: #t/3 Date: 7-/ t)-oc Comments: See Revp.r~p. ~irfp. fnr ~rfrfitinn;::lllnfnrm;::ltinnl " ~ee Attachments: 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 the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or othe' ordinances of the jurisdiction shall not be valid." '-'-'-"'~'-'.~-~~'_.~~~"~"--.-'_'T White - Building Canary - Engineering Pink - Planning Thl' ('f'nln of rh(" Lah COunll")' BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED 1(1'-4.0 y AtJVE-f2.J~':' ~L"'& DIV, ~/3 07- I The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 55 05 ~TTONvUOO{) LA~~ Accepted Accepted With Corrections ........ Denied Reviewed By: Comments: \~... B"^- \ r Date: pe~ \'('"~ \<.~~ b l-~ ~Q) . 1... . ,..... SrAc... ~ F \la..E:' D~T $'(~~b ftVAc.; Ftru:-/~~f'I(,. ~, SP~I"",,"L6I. ~~ Fo\Z- ~^" eo. ANe> PL-VM.1\ II'JG. 'P6t-.M IT lo~ {)G)C ~\ h2-.-:.,J", ~~ "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 The (""nfef of the Lah Coun.')' BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED / I ( tI / \ r ~ i 'i' , fc_,~ ,,; " l -;,., The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ...... ..". .. '._I\_.,~, L-- " ,~. \,_ Accepted v Accepted With Corrections i. Denied Reviewed By: r(/\' ~ Comments: ~ &Ul ~ iJef11YlmJCd &h._~ ;: Date: -:r/IJ/6 Z- , I "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." .." '- (j:yy1'1 f L. fi.-r.e ~ ~~ ~ (ilt,., 7 %.1 " ~" 0 .. DATI lU'e. err ; PFUOR LAKe INW'Eei1OH NOTIOE tCH~IJt.~O ~ I : ~C ~ Lp. ADDRess ~5aS O'NNER. CONTR. PERMrr NO. () z.. - P 3 S'" f!lHO~ NO. C PLUMBING AI C SXTGRADlALLING C Meek AI C COMPLAltrr C wA'fIAHDOKUP C AREPlACSRJ C S~ HOOKUP C PIR2ft.ACE AHAL g Pl.UIABING FIrtl.L D GAS~IHE .I~ 1ST ~ MeeH FlN,lt.. C - C~MMENTSO S_~ ~ ~h.r~t ..,...,..... . ~ '.: ~-='___~~~ -4 z...:. f~ A ~~)r:~:;W~~::: @1,;;;;e:::--.:r::;,r7J . iW ~ I~. ~ ~~~ C FOOTING o FOUNDAll0rt C FRAMlNO C INaUUTION ~ FINAl. e S~ INSPEl;nOM - f'1t-s~ eS ~ I C WORK IA TIS FACTORY, P~fiIiO C CORRECt ACTION AND P"OCEEO , CORRECT WORK, CALL. FOR R!l~~PJ;C110N J!IJ!JlOR& COVERING '~pc~ ~ J Qwr&etJCcmlr. J:All. '-f7.9SSD FOl!..ntf! N9T INBPIiCTIe>>Ui!fOUR' IN AbVANCE. CODS UQrJ1ICiMlNlS ICIE Fel YOUll. PEJUONALHEA.LTlljjt &ll"~1'YI /o'IIMI" /' 1/~--ou 7-' fJ7) l C?P! ~----u.._.~________u.NP~~..___QPP/~. .f.8-D.~ -F6~Tt::;:::>,e"s.. 5S"DS.' C::;PITON'UooD ~E OK..:' . ..-....-~---- .....-...-----:.__.E'fZ:1P!:.,., _ L.AJ:::-E- / ~ N, Ice '1-&f.r.O-WN_=.L-"j..____~..._...__m__... .._... . u._..._ ~~ ~e_ U~' ,-d .. H...,,/..~<.tIt?.._ ..._..__...._..._.... u. .._..___.____.__..____.__.._ w~u.: ' "~T5L-.-F:: -''1.._._____.___ U::::,-...C:- .....1 ~ ~._u_.. L-D <S::7f bt E- t ~ k1 r,' 1'Z-- f' 1; H-~l &1-\ 1 i Co F--r; / 7 ft I i II 'I I: II i I i i DF 13 o<UAREO BY HAlAE'OFJOPtNO~ 'K LOCATION~l~P LAJ:::....~~ OFfiCI: <D JlJrC_fIltloabJ,c-plUlT--'OATE 7- 2..--c:>& . ...._..u_..u_._ ,ItOl' NO. JOII NO. . ~F-Io~ Sr4Clt Un(fl'Q ElTlII4!1 '011 'SP fYl LOCAL Tlu /.. Lou I Sin Zc::? x 'hI -: (~Zo 54 fT X = Cu fT Iu. TIll "UK LOAD '11I. 1 I," /." I HOUIII 0' OrUATl9" .AIIU 011 -- lHIGAIN 011 ITUI QUANTITY ~i:llr. DlH. fACTOIl ITU/HoUI % RH CONDITIONS DB . Wit 01' Gild 50LAIl GAIH-GlA.SS 1 OUTl>OOlI (OA) pq 7~ 17 N Guu /0 SQ FT x ~Gt> x .57 43u;; RoolI (RlA) _1.4-- Sl-=> ~ ~ Guu IDS SQ FT x 3q x ,,5/ z,. 1~~4- O"'UfNCf IS X X X X X X X X X ~4 Guu SQ FT X X . ., OUTDOOR AIR Guu So FT X X VUTI. 10 rIO'LI xZc> C'.lrIlOOo 2;pc:::. UTI Oil - Snl/liHT So fT X X ...n X C'1/14 rr -- SOUl tr TUNS. GAIH-WALU .. ROOf C,.. VUHIUTlON . t-d WALL <:-~ SQ fT X l-v x~oS 1/4-A- SWIN'iINli RlVOLVIO~. OooRS_rIO'LI x -C,.I'I..o.. =_ f? WALL 2.~ A. So fT X 'b'l X .o~ 17[0 . OriN 00011I Doo.. X C'IIl/0001 =_ WAll So fT X X lUlL. I[XHAUIT FAil WALL So fT X X TIATIH CUCK FUT X C'I/'T = _ ROO,-SUN ~ 'Z-C> So fT X >'7 x · Oz:{..o Sq{~ Cn. IIHILTIlATION . Roo, SHAD[D So FT X x Cf.. OUTDOOR AIR THRU APPARATUS. ( TUN$. GAIN-lXClI'T '!=A.LU tr lOOf h I 5z-:? A'I'AJlATUS DEWPOINT ALLGLAU lIe:;, SOfTX 5" x.S f"fCTIVf E"[CTIV[ ROON S[N'. HUT UHf UN' HIAT = E'rlCTlVf RoolI TOTAL HUT - - PAOTlTION So FT X X 'ACTOII C[ILI.. So FT X X f AD" INDICATED ADP = SELECTED .1.01' = Flocll So fT X X INflLTR'ATlOH C'II X X 1.0. DEHUMIDifiED AIR Q'lJANTITY - Tfllr. Rill 0'-_6f) x <T.._F - T.o,_F) = - INTERNAL HUT A__ D[HUII. E~HCTlVf Roo.. S[NI. H[AT = ( Ie::;> x~4S Z Cf.. P[OHf Pforll ,-- J1C. tOIl'X F '..." 1'1. Pow U HI' 01 KW )( ~UTln Roo. SUI. HUT L/liHTI CoZO K 3 WATTS X 3.~ X Y :sv4 [lIr. = _FI..-ol,lTLIT 0'". 1.0B X ... c,.. o. ArrLIA/iCLI. ETC. x AOOITIOHAl HEAT GAIHS X SUPPL Y Al R QUANTITY SUI TOTAL SurrlY RoolI SENS. HUT CflA = ( STDIIAlif So fT X X (- ) t08 X f DI"IIP .If, SUI TOTAL InAu C,... - C,.. o. - ( CFW SAfETY F ACTOII % RESULTING ENT tr LVG CONDITIONS AT APPARAl ROO" SENSIBLE HEAT. IU"LJ IU"L' EOB TIIl_F + CFllo. (T oA_F - T...___F) = T 101 01.ler Duc, ,.. C'Nt X HIAT GAll % + LUI. Lou % + H.'. % OUTDOOII AlII C'II X f X I~ X 1.0. LOB TAD..--F+_BF X (TEDI_f - T"I'--F) = TLOI EfFECTIVE ROON SENSIBLE HEAT_ FROM PSYCH. CHART: Thl F. TLWI F LATENT HUT ~ f,,,\,.. /...es..s. yoN '''flLUATIOH c,.. x '"/lI X 0." Hons P[O'Lf 1'0 - ~ 'IO'LI x /5S I .c...~r bb= 1410; STUll LI/HI X 10!S0 ~F,' 0z..o v... .0 Z<....o Y Arrll.+."CLI. ETC. 'w4..~" &7z.-lj,' p( .05 !>(bf:?c 'Z -; 4<.P AODITlO"AL HEAT GAIH' VArOIl hA"I. 14 " X 11100 X Gllll X ~~- t7s K .58;?k bb.:,. bo;?-z, .- SUI TOTAL .. --' I SHny FACTOII % Ifi{2-.' (fl4-b<'.. 3> X bb-~ 7 'S 1.- . I ROO" LATENT HEAT V6ENr;Zoo 'K [,Ob >c: be;;, -= I V; 00 b SU PPL Y DUCT LEAKAGE LOSS '% ~ Ov Ttloo I All C'II X Gllll X Ir x 0." 22, IJ '27 L EFfECTIVE ROO" LATENT HEAT ~.' c:;:> -" r:ffECTIVE ROO" TOTAL HI[AT. ; 50r1~ OUTDOOa ~(a HUT .5 I?.J' 4'c ;UCI"LI:ZOO C'II x IS. FX(l- 81") X 1.0. ....nNT: 2~D C,.. X ~4-.l/l' X (l- IF> X 0." 4 ~Z4- -Z. I 'ON lTun anuII! SUI ToTAL .., "'1 dr '1 ,.. I'.., Hl...... II'"" cr. 't, H"'II tl"IIL1C1 tr ..1'1 I"'T !)vCY Hr DUUI. .. % "''''fln "..,u. IUT ;:;". % + Lru. GAl. .%+'UI, % + '''1 Lou '.NIII- .",.... ,. .UTVII .'O.IMOI UI ",.... 'II, "'I "'"\or u.. GRAND TOTAL HEAT. z...4- IQ'3./ ...N n,...... In... All ..Lr, ... IIW'.".I. crM, ml'\j . A~~ROV[D AIR ~ONDITIONING LOAD ESTIMATE - FORM E.20 (3.69) (/ oPL ~~T~Cf'- ~ 1.2--- 0 Z/ ~ Jib C_clJtiOAba" ComSUUJT-.OATE _ . 1",,_"'hU''''.._III_ '.0' NO. J08 NO. 'N,e, offt~ ..OARED BY OffiCE JWfE OF JO.s-Nce..,E;...,v.. lOCATION p~ t?~ /.....AJ~ - MNi Sr4CI Uu-o:fo, ElTlM4TI '011 "" r-. LOCAL T,u I' ~, 5111 X = /4. I a- S."T X = Cu "T ./V I au. TlU ~UIt LOAD Iw. 1 Inlf I," AIIUOII 'I'-~UN GAIN 011 I I'AC::TOI aTu/HoUI HOURS 0' OHIIATION QUAIITlTY tiIIIr.OI". CONDITIONS DB WI '" RH DP Gall $OL..U GAIH--GUSS OUTDOOII (01.) E.- G LAU ~I C? S<l FT X ~ q X .57 (p h(9z, ROOlf (RM) Guu SO FT X X D"'UINCI X X X X X X X X X Guu So FT X X ., OUTDOOR AIR Gu.u So FT X X VINTI. b X Z-c:=:> 2~ LATION ~IDrLI C,aall..,1 - SKYlIGHT So FT X X -." X- C'.I... 'T = - $OLAA tr. TUNS. GAIN-WAW .. ROOf C'II VENTlUTlON . (;. WALL l'Z-oo S<l FT X 37 X . c:::> c;;. z.. ~.:z..o Sw,."., RIVOLVI.... OooRI_PIO'LI X _c,./r....". =_ WAll So FT X X . OrIN Coofll 00011 X C'./Doo. =_ WALL S<l FT X X I.,IL. [XHAUST I'AN WAll S<l FT X TUTIN X CRACK FUT X C'.I'T = _ Roo, SUN 14/ 4- S<l FT X ~7 X' OZ<.P J ~( nr,--. C'II INfllTUTION - Roo, SHAD[D S<l FT X X CFM OUTDOOR AIR THRU APPARATUS. ( TRAN$. GAIN-EXCfPT WALU tr lOO' .J?? .01 /J '7 APPARATUS DEWPOINT ALL GLAU ~(p S<l FT X J ~ x. 5 Z- UrECTIVI E"tClIVI RoolI SIN' H EA T ESHF UN. HIAT = E"ICTlV[ RlXl.. TOTAL HUT = - PAaTlTION SQ FT X X , ACTOR C['LllIll SQ FT X X I' ADP INDICATED ADP = SELECTED ADP = FLooa SQ FT X X INflLTa-ATION C,.. X X 1.0' DEHUMIDifiED AIR Q'lJANTITY - TIMP. Rill (\-_BF) X (T.._F - Too,_F) = - INTERNAL HEAT OIHUM. E'HCTIVI Roo.. SINI. H[AT = ( PIOPLI 1<::::> xc:...4S ~ .A__ CFN PIOPlI !;Ol'x f TI." "'" POWU H P 01 KW ~. ~unn Roo.. S[NI. HEAT llGHTI 14/4- K..'~ WATTS X 3.4 X 1.4- 14-z.-:3- I..,. =:; _FjlN-oulLll D",. 1.0B X no C'II o. ArrlIA/fCU, ETC. X ADDITIONAL HEAT GAINS X SUPPLY AIR QUANTITY SUI TOTAL SU'PlY RlXl.. StNS. HIAT ( CFM ::; STOAAGI So FT X X (- ) 1.08 X f DIIII.t '1" SUI TOTAl Inu. Cfll.. - Cf.. o. ( CFW = SAFETY FACTOR '" RESULTING IHT tr LVG CONDITIONS AT APPARAl ROON SENSIBLE HEAT. 'UP'Lf IU"LT EDI TIII_F + Cf..o. (T oA_F - T.__F) = T '01 OU'T DUCT 'AI Cfllt X HIA.T GAil % + llAl. Lou % + H. P. % OUTDOoa AlA C,.. X I' X ., X 1.0. LOB TAor---F+_BF X (T10._F - T.or---f) ::: T LO, EFFECTIVE ROOM SENSIBLE HEAT_ fROM PSYCH. CHART: TIlW' f, T LWI f LATENT HEAT k\-~"( f;r()ft INfiLTRATION C,.. X lll/LI X 0." L.c> ~.> NOTU P[Orll 10 PIOHI X /5S. / So: ::.I: ~~p: 1414- pi ,DZU/ V- bb= :;,z.-3>5 SHA" L 1/ H I X 1050 "rPLIAIICU, ETC. V-t ~u..-; It-oo k.. D <5 ~ bb? S z.. bo ADDITIONAL HEAT GAIH' VArOR TUNI. k n X 11100 )( GilL. X ~~ ~ ~D0'11- ~ '25 b y/!::;!!/ 7- I~ ~I b' - - SUI TOTAL I' t:;:i7<:- II 4-4- Sun)' FACTOR '" ~'IOD~ll~K ROOM LAUNT HEAT f~Nr~ Z-E7C7 X L ob~ bo-=:- t9DDO SUPPLY DUCT LEAKAGE LOSS % 44-'Zt/5 OUTDOOR All C,,, X GI/U X . If X 0." ; EFFECTIVE ROOM LATENT HEAT CtJ b fYI E:N EFFECTIVE ROON TOTAL HEAT. . . OUTDOOR AI" HUT 2--10 ;[lIII.LI: z..OO OM X /~ . I' X (t- BI') X 1.0. S. AUNT: ~O C,.. X '3> cr'lt/LI X (1 IF) X 0." 4- ~/~ TO' "t IrUII lnu.. SUI ToTAl .., '.1. 6r " T.. ...... HI...... "'n., c,. ,.. HIIIII .'''uu" II ...,.., UCT % + t:.C:. 10... % + ~:., % + ~,I,;U~OI~ % "......." ,....LI.. hT 'A.11 t.... _u,...... " .lIlVII .r OV1MO. A.I "'WIII A", UI u,.,.", ".. GRANO TOTAL HEAT. 'b"1 3bl ...M 'UAIII.. I."... .4.11 OILf, III '."'."111 (fill. AplP.OV[D AIR CONDITIONING LOAD ESTIMATE - FORM E.20 (3-69) -,,' .. fnN;i /"-iffP-1DL. ~ All C_,utJOAbJ, Coaap_., .,'OATE . . ....-... u....., .-....- ,,,op HO N.~, Gfft.c.E 7- 2- - OL.-- .~ ..UARED 9Y OFfiCI: HAllifiOF JOft N r ~c!F-v... ' ' ,.' lOCATION'Pa. _/"7 ,LA LLa.~ SrAt:a Un~(,foll Sin x t, AUA 011 ITLIII r QU...NTITY JOII NO 1- SUN G...IN 011 I Tall'. OJ,,. fAt:TOII ITU/HoUII A~~ROV[D ElTlII~TI 'Oil S R'1 HOURI 0' Orlll"'TlOII CONDITIONS DB ' OUTI>OO" (004) ROOM IRIIi) O'''UINCI LOCAL T1.1 /.- IUI TIU ~lAl LO"'D Lou, I"'. t -n~ S."T X - Cu "T N G l.U. $()LAJl GAIN-GUSS , A.~ n ,0 So fT x ~LL:7 X ,57 57 GLAU [04: So FT X Co~ XQ57 :3. /3..cJ- \j,j. GLAU 'Z- 40 So FT X / 5 ~ X , 57 'Z-I C1? 14- Gu.u So FT X X SITlICiHT So FT X X W9 % RH DP .<!.!!J x X X X X X X X X VINTI. urlON Iv OUTDOOR AIR z; 4-c:> 'lorLI X Z-c:::;::> Cr.I'1 UOI =_ , $()LAl tr TRANS. GAIN-WAW .. ROOf N WAlL z,v:;C/ So FT X I~ X . D'-;;; b WALL r UP f? So FT X z,O X .OS \i..I W... LL I t::7 &-c::7 So FT X I-z.... X ~ 0 S W"'LL So FT X X Roor-SUN II ~O So FT X ~I X, 0 Z-U;:J "1" x C'./1o ,r C'II VrNTlLATION . ::; Z/.w /~,,- SWU.GIIU RIYOLYIIG. OooIll_'IOPLI X -C,.lrluOJI == _ If o/-z, lUlL. TUTI.... ,O'IN 000". [XHAUIT fAN C"ACI 00011 X C'I/OOO. ::;_ Roo, SH"'OEO I 1;( IJ {} C'l/rT = _ Crll '"rlLU...TIOIl . CFN OUTDOOR AIR THRU APPARATUS . fUT X SQ FT X x TRANS. GAIN-lXClPT WALU tr ROO' ALL GL"'U -2fr~' Sq FT x 1'75 X .S~ P...IlTITION So FT X X CEILINe So FT X X 'LOOII So FT X X 11l'ILT.....TlON C'II X X 1.0' ESHf I'HCTIVI UIII HIAT = '''CTOII APPARATUS DEWPOINT E'HCTIV( RoolI SEHIi, HUT == E"ICTlYI RoolI TOTAL HUT 3S (PQ-V ADP INDICATED ADP = _ F SELECTED ADP == _ Pown LIGNTI 1/$0 ~.~ 2- c:; 4D TIll', Rill OIHUII. CFN DEHUMIDIFIED AIR O'lJANTITY Plorll l-z:...- INTERNAL HUT Plonl H~ 01 KW OX WATTI X ~.4 X X&-4-s; 0--_8F) x IT.._F - T .a,_F) == E"ICTIVI RoolI SIN'. HI...T Loe'x = f fl.'. 1.'1 Ar'lI.A~ca. ETC. ADDITIONAl HEAT GAINS ~UTlIT '['1 w4w O~~r 1.08 X RoolI SUI, HEAT = _Ffl.-ouTL&, C,. DA X X STORACir So FT X X(- ) Su "l T CF" SUPPLY AIR QUANTITY RoolI SEH'. Hl...T SUI TOTAL toe X == F DUll" Ilfr SUI TOTAl BTPA" CHI Cfll.. CfllU SAFETY F"'CTOII % ROON SENSIBLE HEAT. RESULTING (NT tr LVG CONDITIONS AT APPARAl IU"Lf 'UPPLY ~~~~ GAIl % + ~~;:. Lou % + ~~',. % OUTDOOR AIR C'II X F X ., X 1.0. EFFECTIVE ROO" SENSIBLE HEAT. LATENT HUT C'II x EOB T.._F+ CfllOO CFllt x IT oo-F - T1or---FJ = T la. LOB T.or--F + _BF X (T1ol_F - TADr---F) = TLD. FROM PSYCH, CHART: TI1WI F. T LWI , IHflLU...TIOIl PEorll 17/ / ~I?r ~p~ 'f L.i9 <;,.s NOTU V...rOR TUHI, 10 'T X 11100 )( '"/lI X ~ SUI TOTAL f-:>tU~ ~F: l7~D\L ,c::::iz,LPv. bf7=' 3, s'b V-JAU-: IS 4-b \'J .OS ~. b b:; Cob II ~A~/ -; 4/4'\L . 5.!?V btJ~ ul! ~I rpfZ ~ I z '1 'K I I:s. v. b f? ~ 14- / lp V~Nr~2-4D~ /.DtncDb~~htO_ ~0J 100 b&? f1 ~ Sn"'lI A"UAHca, ETC. ACOITIONAL Hf"T GAINS S...rlTY F"CTOR % ROO" LATENT HEAT SUPPLY DUCT LEAKAGE LOSS ~ QIJTDCX>' All C'II X lIl/LI X, I' X 0." L EFFECTIVE ROON LATENT HEAT fFFECTIV[ ROON TOTAL HEAT. OUTDOOR All HUT >[Hlllll: Z4t:> C'II X Ie:; . F X II .AUIIT: Z40 011 X~'l/lI X /1- 9,.) X 1.0. eF) Xo." SUI ToTAL H' Duy.. . % + 'ulr % + '1'1 LOll % GRANO TOTAL HEAT. !S IJIt..lQ...1ll. S q....,,"1" -, s:, ~ rOt"{ '., ,." 0' .1 ,.. ...... HlII_II. "'1'1.' cr. ,.. HIIIU .'''''UCI " ....." ....un ''''''\.A. I.... ",..... A _Inlll. O'OlH.-o-oI A., I"w.. ......11II. """Ll' ".. ..1.1I UPAIII.. In".. All ..Lr. '" "N'."II, cr.. ITY.I IIITUI. ~~~ ;1.11 % + ~:A':. GAl. (u ~,<q -z,C7/ AIR CONDITIONING LOAD ESTIMATE - FORM E.20 (3.69) f'RUAJlED BY H.Ufl.O' JOR. N r::e.:._Jil!!L ~..... LOCATION ~'I'?ti?- l--~S~ OFFICI: I Nff=-PDN ~ AhC_flltiOAba,c-JUUly--.OATE 7- Z - b z.., . ..._~......._u_ ""0' NO. JOII NO, N~ W oFfL0f- ,..,. Of B Sr4CI U,tI.Il'o EIITIII".TI '011 3,P/t Loc;u TIU I '-'" I Sill X - 1'7 '"!or"? S.I'T x = Cu FT '"N To.. ,"UIt LOAD lu. 1 J AIIU 011 /CViHGAINOII I ITU/HoUl HOUR' 0' OHIlATIOII I nil QUANTITY II'. OJ", 'ACTOI % RH CONDITIONS DB . W8 DP Gllil $OLAJt GAIK-GUSS OUTOOOI < OA) N GLU' 10 So FT X ~~ XI"=>7 I 4-~ ROON <R..) S. GLAU !o 4-: So FT X (p~ x.4fS"! S 73..~ D'''IIlINCI x X x x x x x x x ~_ GLAU -z,. 40 So FT X 3q x.51 ~ >~4b OUTDOOR AIR Gu.u So FT X X VIIITI. /'2.-- ,"lorLl X z.o C'I/'II.oI 2:4-0 UTIOII - SKYliGHT So FT X X ..fT X C'./J4 fT == - $OLAl tr TRANS. GAIN-WAW . R~~ C'II VIHTILATIOH . N WAlL ~ So FT X J-v X ... ?//LP SWIN"N' RHOlVING. DooRI_'IOHI X _C,wlr..."" = _ ? WALL 1U?'b So FT X -:2C/ X rc:;>5 l(Oh .O'IH 000", Doo.. X ""/0001 =_ ~WALL 10 z.c::;:> So fT X 2:>/ X.~ I JL.h7 II"L. [XHAUIT 'All WALL So FT X T....TIN X CUCIl FliT X C'I/'T == _ Roo, SUN I"'/"?O So FT X 3/ X ...-c:::> Z-< /7 J :oltJf- C'N l..fllT....TION . Roo, SHAOED So fT X X CF.. OUTDOOR AIR THRU APPARATUS. ( TRANS- 4-IN-lXCfPT WALLS tr ROO. >17 3 '..?Jot- APPARATUS DEWPOINT All Guu 4- I So fT X I S X _ 5 UHCTIYI E"ECTlVE ROaN SEN' HEAT UHF UN' HEAT = E"ICTlVI RoolI TOTAL HUT = - PAarlTION So FT X X . 'ACTOII CEILINll So FT X X F AD,. INDICATED ADP = SELECTED ADP - FLOOII So FT X X INflLTIl4T10H C'II X X 1.0. DEHUMIDifiED AIR Q1JANTITY Till'. 0"-_8F) x <T.._F - T.D,_F) RIJI = - 1'2..-- INTERHAL HEAT xZ-~ qA-c::;; D[HUII. E'HCTlYI RoolI SIHI. HUT == ( PlorLI Pion. Z. CFW LOe X F f'.', II" Pown HP 01 KW ): ~UTLU RoolI S[III. HUT LIGHTI 1'7;'0 ~.3> WATTS X 3.4 X 1"7 I (, .A, III'. =: _F(,.-ol.lTLll 01". 1.08 X ... CT. DA ArrLlAIlCU, ETC. X AOOITlOHAL HEAT GAIHS X SUP"LY AIR QUANTITY SUI TOTAL SUPPLY RoolI Suu. HUT CFW == ( STOIIAGI So FT X X(- ) 1.08 X F Dill." IIf' SUI TOTAL BY'AU C,. .. C'II DA - ( CFW SAFETY FACTOII % RESULTING IHT tr LYG CONDITIONS AT APPARAl ROO" SENSIBLE HEAT. 'UPPLY 1""lT EOB T .._F + C'1I0A (T 0"-1' - T...----F) = T '01 DUCT D"er ,... C nit X Hl,u CiAI' % + L'A<. LOll % + H. p, % OUTDOOII AlII C'II X F X IF X 1.0' LOB T.or--F + _SF X <Tnl_F - T.or--FJ == TlDI EFFECTIVE ROO" SENSIBLE HEAT. FROM PSYCH. CHART: TIlWI F, T lWO I' LATENT HEAT _ H-~t\. y- ~I) f:t INn L TIIA TlON C'II X GII/LI X 0." t-D~ HOTU PIonl lu 'IO'll X Ice I ~ r!!:::b -::: 3.'1 S b ~; 17 3>'0 v.. . 0 ZA..P ~ STUll L II H . X 1050 ArnlAHCU, ETC. 'NR:LL- ; l~ft?~.OS ~ bt?'=- ~D ~[ ADOITIOHAL HEAT GAINS l.r -, 1\< ... 4/4- K,5biXbt!?:= ZII ~I VArOIl TUlu. J4 'r X 11100 X GI/LI X .......,.S . -- SUI TOTAL f1; tz. 7 l2-~ K .t::> K t)D<= /4iU' SAnTY FACTOII % /.ob\Lbb'" 7"& hl9 ROO" LATENT HEAT Ve.Nf; 040 ti. SUPPL Y DUCT LEAKAGE LOSS ~ SJ....p I bet? OUTDooII AlII C'II X GIILI X . I' X 0." L EFFECTIVE ROO" LATENT HEAT /!:;XL? h f3::kJ EfFECTIVE ROO" TOTAL HEAT. . OUTDOOl All HEAT ,. bob SENI"U:~ 40 c,. X Is. -- I' X (1_ BI") X 1.0. ;S 4, Z-- LATIIlT: ZA-o C'II X :b4-'IIIL. X (f 8') X 0." L". E Ar>I 1"" c;:>N lIT".. .nu.. SUI ToTAL -I' T.., 0' .. T.. a..", NT".I.. II',.", cr. ,., HIIIII -"'111-.1I" If ...." )""1 % + t:.':. GAl. H, D1NU.. . % . .......rln r....u. 4UT ~.". % + 'UIP % + "'1 LOll ,..... ,,"'.... A allTvII .'OIlJHq. U' ."".. "", UI "'"\of ".. GRANO TOTAL HEAT. M 1017"-< 0 ..e. If"Ul.. un.. A" UU. .., 11"'."111 "... Mf-..!, A"ROVI:D AIR CONDITIONING LOAD ESTIMATE - FORM E..20 (3-69) ,o<UARED BY 1WC['O"JOft'~V" LOCATIONE&,US>1Z...L-A..kE. - ~1f(.J I S'ACI Unofu Sin -z.O. x?;z.- I' I. AIlUOIl TUlI I' QUANTITY' OFfiCI' P.b(.'ff-~lot: <8 All C_dltioabJ, ComSMIJy,,'OATE . ......-tlU._'I_.,_ ".0' NO. . cL,A.,Ss RAI 14.3 7~ Z~ D z.... ;;... r/F 1'7 JOII NO. A~~1I0V[D -: (/J 4 t:::: I.. SU. GAINO. " TlII,. DJ", 54 FT X Cu FT bTIIIA~I"OIl~ LOCAL TI_I I~"'I LOAD UK.. , a",.. TI_& Ill. 1 HOUR' 0.. O'UATlON CONDITIONS DB . WB '" RH DP Gall OUTbn<'>1l (OA) RoolI (RM) DIP'HIUNC[ X X X X X X X X X fACTO. ITU/Hou. '. t'i $OLAA GAIN-GLASS XI 57 , GLU. It:"? So FT X 'ZxJ' V-I GLAU LoS: So FT X I c::,b X . =..., '/ GLAU So FT X X GlAU So FT X X SKYLIGHT Sq FT X X I 43>&/ q 4-- VUTI. LATlON lv P 10'LI OUTDOOR AIR 2-- X "Z-D C'.I'"...I =4D N \jj WAlL ~WALL $OLU tr TRANS. GAIN-WAW .. lOOf WALL -z-4D SOFTX It.- x-OS "2, h 4-- So FT X I z., X - r? .s::;. q'U; SO FT X -zO x'O ..;:;;:' I1n x C'./k 'T C'II VINTILATION . 1/4 tJ; z.~o C[e, SWINGINi R'VOLVII~. OooRI_'IO'LI X _C'O/'.u"" == _ WAlL Roo, SUN (04 C? So FT X So FT X SO FT X -z:.7 X X .oz..v /I'lL. TI4TIN ,0' [H Doofll [XHAUn fAN CIlACK 0001. X C,./OOO. = _ ////1 0 C'I;'T = _ C'II IHTlLUATION . CFW OUTDOOR AIR THRU APPARATUS . FUT X Roo, SHAD[O x TRANS.~IN-EXCEPT WALU & lOO'..o... ALLGLAU Il~ 50FTX IS x.SO PUTlTlON So FT X X C[ILI., Sq FT X X FLOOIl So FT X X j 52';' APPARATUS OEWPOINT UHF I"[CTIVI UN' HIAT = ..ACTOIl EHICTIVE ROON SIN', H [AT = E....ICTlVI RoolI TOTAL HUT - AD' INDICATED AOP - F SElECTED ADP - IN"LTItATlON C'II X X 1.0' PIO'LI I'Z/ POW[It LIGHTS <:..e4f7 'cL '5 A'rLIA/fCU, ETC, AOOITIONAL HEAT GAINS INTERNAL HEAT Plonl Zlq4-0 TI..', Rill O[HUIl, CFN DIHUMIOIfIEO AIR Q'IJANTITY X "7...1.-C::: ()o-_BF) l< CT.._F-T.o,_F) == E"[CTIV[ RoolI SINI. HEAT H' 01 KW ~ WATTS X 3.. X 1.08 X F ".,. 1"1 ~UTLIT (// '~.?;b O~~:: 1.08 X RoolI S[N.. HEAT F :::_I..-o\,/TI.IT .., C,. D. X X SUPPLY AIR QUANTITY SU"LY RoolI SEHS, HUT CFN = ( 1.08 X F DUlin lIT, BYrA" C,lIu - C,N DA ( CFW ::: STO~AGI Sq FT X SUI TOTAL X (- I SUI TOTAL SAfETY FACTOII '" ROON SENSIBLE HEAT. RESULTING IHT & LVG CONDITIONS AT APPARA 1 SUPPlY IU"LT ~~~~ GAil % + E~;:. Lou % + ~~..,. CWa OUTDOOII A'" CFII X F X I" X 1.0' EFFECTIVE ROOW SENSIBLE HEAT. LATENT HEAT C'II X EDB Tu_F + C,1I0A CFllt X (T o.-F - T...--F) = T '01 LOB T AOr--F + _SF X (T IDI-F - T.or---FJ = T LO. FROio! PSYCH. CHART: T flWJ F, TLWI F IN" L TIll. TlON Plonl 17./ PIO'lI X J J'?f.VlO I+~~ L-o ~ HOTIS e:t Ln'L ~:(P40~.DVpK bb:. 1004 't-.;~; l'Z-D ~ .05 K b b c: g/Cob ~ .IV j /' 17S K s.b IX: bO -=- be; 32.- '.--... , . ~ (e!?CO tf7fZ-.' &c:::> tI I IS p( bE? a.- 'lJ-,t;?c 2Z-b Ie:;> VpN<r~Z~O'X.. [,O[/~v - I z"100~ 5 7 ri8kJ SUA N A,nIANCu, ETC. AOOITIONAL HEAT GAINS LI/HI X 1050 VA'OIl TIlAN.. 14 "T X 11100 X GI/LI X ." SUI TOTAL SAHTY F ACTO~ '" ROOW LATENT HEAT SUPPLY DUCT LEAKAGE LOSS '% OUTOOOI All C"II X 'I/LI X " If X 0." i:.. EFFECTIVE ROOW LATENT HEAT EFFECTIVE ROOM TOTAL HEAT. OUTDOOR AIR HUT C"II x I c::::. .- F X Cl- c.... X 'b4-U/LI X Cl S IN III LI: Z--4f-:::, LA TlIIT: 7 ~4f::;:> BI") X 1.0. BFI X 0." SUI ToTAL '" + ~~., '" + ~:,MIU~OI~ '" GRAND TOTAL HEAT. ~b~ h -Z J t? "tDf'f lnun anuII ~~~~ 'm 'l(, + f:::. Gm ~I";u /.C. -I' '.'1 AT It ,.. ...... HlU.II, ",,'" cr. ,., HUll' tl,,"l.JICI " ...,., .....fln ,....u. ..... ",u... , .IIT"II .r OVJIMOI U' 'lfun .All, "'. .......", ".. ".1. ""'"1.' IIn.. 1.11 O."T. "' IINIJ."IU "III. AIR CONDITIONING LOAD ESTIMATE - FORM E-20 (3.69) L# C7r ['7 ~ K'1 ~P-(Of2. ~ 7- 2-D7 ~ A.Jr C_,uIiOAbJ, c-JUUlT--'OATE _ ~ . .-.-~..._.."_.- 1'''01' NO. JOIl NO. N-\}J Offtq .'RErUtD BY OFFICI' ~:,~:~~:;~~~i f>1N N. - ,'. ~ V[D SrACI U~'fO EJIT1I1A~1 '011 ~ LOCAL TI.I ,-. ~l Sin I :. x7~ - s. FT X = Cu FT IUI T1u "UI LOAD ."'. 1 I," AIIU 011 /.. ~IH.G"IN 011 I HOURS 0' OrUATION ITut QUANTITY iIII'. 01". FACTOII ITU/HouI "'- RH CONDITIONS DB . W8 DP Gill SOLAJlG.AIN-GLASS SI Ih q/~ OUTDQQII (OA) GLU. Z., r7 So FT x', ~-rfi7 x. RoolI (R.. ) Gu.u So FT X X DI"UfNCf X X X X X X X X X Guu So FT X X ., J:, OUTDOOR AIR G L.UI So FT X X VINTI. PlorLI X 20 C,./PIlIOI I~ UTIOII - SKTLI..HT So FT X X t4n )(' C'I/I So FT x Iv x.o5:3. 54C> SWI NGlNi RlVOLV'"G.OooR'_PIO.LI X _C'''/''ll'Q.H = ~ WALL So FT X X .0r[N DOOtll 000.. X C,I/Doo. :::_ WALL So FT X X I.'IL. EXNAun FAil WALL So FT X X TUTIN ClACK FUT x C'llrT ::: _ Roo, SUN I ~ -,[..... So FT x '];., x . r? 'ZA.L;) } n/D C'II 'HflLTlIATIOH . Roo, SHADED 50 FT X X CF" OUTDOOR AIR THRU APPARATUS . ( TRANS. GAIN-lXC[PT/~LU tr ROOf ~ ~ J lsa--, Z "7 APPARATUS OEWPOINT ALL GLASI 2-10 50 FT X / x ~S f....fCTIVf E'ffCTlV[ RoolI S[H'. HEAT ESHF UN' H[AT ::: f"ICTlYf RoolI TOTAL HEAr = - PARTITION So I'T X X 'ACTOII C[lllNlI So FT X X I' ADP INDICATED ADP ::: SELECTED ADP - FlOOII So FT X X IHfllTlI'ATlON C"II X X 1.01 DEHUMIDifiED AIR Q"JANTITY TfIII'. (I--_BF) x IT.._F-T..._F) Rill = - 9:7 INTERNAL HEAT x Z-4~ I ~(oG Of HUll. E"fCTIVf RoolI S[N.. H[AT ::: ( Plorll PfOl'LI CF" 1;08 X F 'I.., III' POW[II H,. 01 KW )( ~UTLn RoolI SfN.. HUT LIlOHTI lOSe> K-5> WATT' x 3.4 X 1.0 7/0 [III'. = _FC,,,-oUTLIT 01". 1.08 X ... C,. o. ArrLIAHCU. ETC. X "DDITIONAL HEAT GAINS X SUPPLY AIR QUANTITY SUI TOTAL SUI'I'LY RoolI S[NS. HUT ( cr.. ::: STOllA..1 So FT X X(- I 1.08 X I' IUIlIt II" SUI TOTAL BTI'A" C,.. SA - C,. .. ( Cn( SAFETY FAeTOII "'- HEAT. RESUL TING neT tr LVG CONDITIONS AT APP AU 1 ROO" SENSIBLE lurrLJ lu.rLT fOB Tu_F+ C"lIo. (T OA-F - T ...----F) ::: T '01 DUCT DUCT 'AI % C....t X HI...T (;,AI. % + Lur. LOll % + H. P. OUTDOOII AIR C"II X I' x I" X 1.01 LD8 T ADr--F + _BF x (T 101-1' - T.or---F) = T LOI EFFECTIVE ROO" SENSIBLE HEAT. FROM PSYCH. CHART: TflWI F. T L". F LATENT HEAT ~r e>r0)'i IN..llUATlON C'II x GI/LI X 0." l-C>~ Nons PEorll h I'ID'LI x IS&;::: I L.--4c::> ~!)b<:: 2 402.- STUll LIIHI X 1050 ~~ It::::> s: 0 ()(. 0 Up AI'I'L1Alleu. ETC. y,;.0,.u.-- : C;o6 I{ ,aS D<-- bb :::. 3YJ (p 0 ADDITIONAL HEAT GAINS bP:-:- 107/b VArOIl TIAII.. 1<1 'T X 11100 )( 'I/LI X :':5l""~; LA D K I sc:>~. .' SUI TOTAL F~(2- : -Ie, ~ bD~ b5b SAHTY FACTOII % 7S "I- AOO" I ATE NT HEAT VfjIJ r ~ l(oD~ /,0& k:' DO' IS~ SUPPLY DUCT LEAKAGE LOSS ~ - ClUTl><><>1I AlII C'II X GI/LI X I' X 0." 33 144- , EFFECTIVE ROO" LATENT HEAT L t.;;; I t1 E# EFFECTIVE ROO" TOTAL HEAT. .> ;EN'IILI:1I or7 OUT~ ~tR HEAT . . /- .sqz- C"II xl I' x (I 8,.) x' 1.0. .AUNT: If 0,-:;:; C'II X--Z2F.IILI x <1 111') X 0." 3> ~1!?"" 9 'S.s Tc::f't lTu.. IlTu" SUI ToTAL , . II ,... 0' I' ,.. .,.... Hl"M'.. ..r""r cr. ,.. HI.I" t."UUCl If ...,.. UCT % + ~:;:. ,... % + ~~I' % + ~II.~U~~.~ '" ".uU" ,....u. UT S.lll r.... "PA.... .. I'IT".. 0' OVUM' U' IIJUIllI All, ... ",,.,.\.y ".. GRAND TOTAL HEAT. A-~ ~j .... II".u.. In... loll O.\.T. ... "''''.''111 'II" A~ 110 w AIR CONDITIONING LOAD ESTIMATE - FORM E.20 (3-69) f7 DF (7 e~ fP,e. t.e>e ~ JlJrC_flltJoabJ,c-IUlMT '--'OAT! ~ . . ,.._.'ww,,_._ ,1t0, NO. . SO-Jv-W 7- Z -DZ- ,RErUEO BY OFFICI: .w.f;;Of )Oil' NDf<:.~ 'X..!, LOCATIOH..PI2-LnlZ.. k~-; I};j......t;d;....' S'...CI Ua#'foll ==== == Sin l4..' x~ =1=f"? s. FT X IT'. I. .AUA OIL. SIIN G'\'N 01 I "'CTOI ~ r QU...NTlTY' I TIll'. OJ". ~.. JOII NO. = eU FT APPROVED EaTIIIA.TI '01 3::.PfI HOURa 0' O'UATlON CONDITIONS DB . OUTDOOI (OA) Roo,. (R..) O'''IIIHCI LOCAL T'_I /.. a.. T,u PUll LOAD U>ul aw. 1 ITU/HoUI .' SOLAJl GAIH-GLASS x .57 -:7 G LUI Iz.o So FT x /0"3> e. GLA.. ~ So FT x :3"'1 x .S, \J.../ GLA.. 3>0 So FT X ..--' ./ X .'51 GlAU Sq FT X X SIYlHiHT So FT X X WII % RH DP G./l a-~~ ( p(r;.... -Z "7n-z, x X X X X X x X X VINTI. LATIOH s- 'IO'LI OUTDOOR .+.IR X Zc::::> C'OI'IIIOO X" .' "1/&4 fT C'II VtNTlLATIOH . lea SOL.U 6' TRANS. GAIH-W'+'W . ROOf S WALL U?OO So FT X /~ x-Vb e. WALL lip b So FT x .-.;:,/ X,o.s;:; V..; WALL I (L) ,-? So FT x -z.-. x "Ob W"'LL So FT X X Roo, SUN fer::::;? So FT x ~, x..nZ--lo Roo, SH"'DED So FT X X ..n ~ CI f9C::> ~J/ l~ J SWIHGIHG RIVOlVI.", DooRa_'IOrLI X -C'~/'I"O>I = _ 10"L. TlU.N . 0 PI N Doou fXHAUIT FAN 00011 X C'~/DoO. ~_ (07...", CUCK FliT X TRANS. GAIN-UCIPT WALU 6' 1l00, rJ ALL GLAU '"hT? Sq FT x)5 x,51'/ C,.I'T ~ _ C'N 1/I"LTUTlON . CF" OUTDOOR AIR THRU APPARATUS .. UHF I"ICTIVI UNI HI"'T = '...CTOI APPARATUS OEWPOINT E"ECTIVI RoolI SINS. HUT = E"lcnYI: ROOM TOTAL HEAT - P....TITlON SQ FT X X CElLINI So FT X X FLOOI SQ FT X X IH"LT.-ATlON C'II X X 1.01 I Sid /. ADP INDICATED ADP = F SELECTED ADP = PIO~LI Powu LIGNTI 700 'K. ~ A,nl"'/icu, ETC. AOOIT/OH...L HEAT GAIHS I -z..-z, S TIM'. Rial OIHUII. CFN DEHUMIDifiED AIR Q1JANTITY ~ INTERNAL HEAT PItO'U x 2- 45;. O--_BFl x IT IIl_F - T Ao,_F) = E~HCTlVE RoolI SENa. HEAT = to,'x F Tn,. .". HP 01 KW ':i< WAln x 3,4 x X x OUTLIT -, I /L-. YEll'. / -rrr --? 0.", 1.08 X Roo.. SEHI. HE"'T F ;::_ (UI-Q\lTLlT ... C'.OA STO....GE So FT X SUI TOTAL X (- ) SUI TOTAL SUPPLY AIR QUANTITY SurrLY Roo. So.. HUT ( CF" ~ 1.08 X F OUII.. II"~ BnA" enlu - e'lI DA - ( eFW SAFETY F...CTOII % ROO" SENSIBLE HEAT. RESULTING neT lr LVG CONDITIONS AT APPARAl SUPPLY SUP'LY ~~~~ GO,. % + ~~~:. La.. '" + ~~.,.. '" OUTOOOII All C,. X F X I' X 1.01 EFFECTIVE ROO" SENSIBLE HEAT. LATENT HEAT EOB TIIl-F + e'II00 C,wt X (Too-F-T...--') = T'Ot LOB T oor---F + _BF X IT IOI-F - Too~F) = T LII FRO'" PSYCH. CHART: TIlWO F, T LWI F IN"LU...TlON PEO'LI :5 STE.... A"UANCU, ETC. ADDIT/OHAL HE"'T G...INS C'II X IIIILI X 0.11 'rom X / So s:: LIIHI X 1050 71~ ~1 L-o~.7 Nons ~ A'OIl hAH'. I<l ,. X "'00 X III/LI X .' SUI TOTAL ~r\))L ~r-: 7oc:?~ ,OZ&? ~ bb:: I{pD-z-.. 'w~: q3b~ .05 IX bO:- 411b ~ss; lro I( .E:b b(hO" 4:t b7 PffP--/ 7b P( . {3 X bE:.-=-- bPl'L- V~r ,/O Icc::> \(" I, ObY bb =- is 0 cr 2.S:; 3c:;;>:> s-/f>? e.Jd i...HTY F...CTOII '" ROO" LATENT HEAT iUPPL Y DUCT LEAKAGE LOSS "" )VTl>OO. AlII C,.. X III/LI X . I' X 0.11 EFFECTIVE ROON LATENT HEAT EFFECTIVE ROO" TOTAL HEAT. OUTDOOR All HUT INIIIU:: tOl7 C'II xIS .- F x (1 ~nHT: 1()(7 C,. XZ:>& 'ilL! x (1- Bl") X 1.01 IIF) X 0." SUI ToTAL % + ~~., '" + ~,~~U~o'~ '" GRAND TOTAL HEAT. / v /l '7.--. z.. IS. J 'Z t..., r7 r-ON -I' ,... 6" I' T" .1.., NT".... ....P\, cr. '.1 MIIIU .I"IIU(I " ....,., I. ......un ,t..'LA, t.i... "'Aln. A .11l1l" .,. 0""+0' 1..' flr"n All, ... ..,..,.~, ".. ..11 '''UU.. IUUI All OILl, III U....,t1" cr.. :Tun lITUn :~~ 5... % + ~:o(:. GA'. z...41 t'7c71 AIR CONDITIONING LOAD ESTIMATE - FORM E-20 (3-69) _t l PRUAJlEl) BY OFflCF HAMljOt JOfI"N~"\J(.. .... ',,' lO<:ATIO~'P~ '~I? ~ g. - M NI of 1'7 P<-m-~CfL ~ J_ Z--e:>&- ~ JlbC_flitiOAba,c-,...y .--.OATE.....i . .....-..'......'1_.,- ,atOP HO JOI NO. . S. ~ f&., OFFt q., SrACI I~:f~, ' ~ " lITIIIA!1 '011 3 P/Yi LOCAL T,u I' L.<>C.4, Sin .. xh 4- = Inu:? 54 fT X = Cu FT Iu. flu ~LAI lOAD h., J' 'AIlLA 011 I--~~~GAINOII I HOUR' 01' OrnllTION ITUt QUANTITY- III'. OJ..,. fACTOII BTU/HouII CONDITIONS % RH DB . WI DP GII/L SOLAa GAIN-GLASS OUTOOOII ( OA ) ::7Guu q.,c::>' So FT X U/~ x,5/ . . I 07/ ROOM (1M) E Guu z..4r.P So FT X ~q x. ~"7 .5 l,d( /!Jq DI"nINcI X X X X X X X X X Guu SO FT X X .,' OUTDOOR AIR Guu So FT X X VINTI. b 1'I0l'LI X 'Z--c:> C,.II'I..O. '(pC> urlON - SKYliGHT SO Fr x X ,.. n x' C'./1I4 n -- SOLAa 6' TRANS. GAIN-WAW . ROOf I e7J z., C'II VINTIUTION . S WUL lor Z- SO FT X ---z 0 x -D '!:> SWINGING RrvOLVI.... DooRl_I'IOPLI X -C,wlrl.."" = _ ~WIILL LaZe:> so FT X ~J X ,o.s;:::. J h;t-,.., ,0rtN Coou Doo.. X C,./DoOI =_ WALL SO FT X X lUlL. [XHAUIT fAN WALL SO FT X TIATIN X CUCK Fin x c'./n ::: _ ROOT SUN 111(.p SO FT X ~I x -c;IZ{p 'j / 1;.. / CTII INfiLTRATION . ROOf SHAD[D SO FT X x CFN OUTDOOR AIR THRU APPARATUS .. ( TRANS. GAIN-EXCUT fALLS 6' ROO' ,1? 'Z 401 APPARATUS DEWPOINT ALL GLAsa 7...'1f 0 So FT X I ~ X .-::; I..,ICTIVI E'HCTlVI RoolI S[Hi, HEAT UHF UN' H[AT ::: E"'ICTlVI RoolI TOTAL HUT = - PARTITION SQ FT X X 'ACTOII C[ILIII, So FT X X F AD~ INDICATED ADP ::: SELECTED ADP = FLooII So FT X X INflL T..ATlON C'II X X 1.0' DEHUMIDifiED AIR Q1JANTITY TIll'. (~_BF) x (Tu_F-T..,_F> Rill = - b INTERNAL HlAT 1'1' (PO DfHUII. E'HCTIVf RoolI SfN.. HUT ::: ( PlorLI PfOl'L1 x"&4S I CFN 1;Oe'x F TU,. .'11 Pown HP o. KW )l: ~UTLIT ROOII S[N,. HUT LIGHTI ili(o b( ~ WATT' X J.~ X tI . I "'7 :b fill'. = _F (1III-oVTLI T 01". 1.08 X '" CTII U AI'I'LIAIiCQ. ETC. X ADDITIONAL HEAT GAIHS X SUPPL Y AIR QUANTITY SUI TOTU SUI'I'LY RoolI S[N'. HUT ( CFW = STOIIAGI SO FT X X (- ) 1;08 x F tUI.n "" SUI TOTAL Bn AI, C'II.. _ Cfll DA ( CFW SAF[TY FACTOII "- RESULTING EHT 6- LVG CONDITIONS AT APPARAl ROON SENSIBLE HEAT. IU'PLT 'U"LT EDB. T.._F+ CFlloA (ToA_F-T...--F> = T,., DUCT DUCT .... CFllt x HI"T GAl. '" + LlU. LOll '" + H. I'. % OUTDOOII AlII Cfll X F x ., X 1.0' LDB T ....---F + _BF x (T I..-F - T ..I'--F ) = TL.. EFFECTIVE ROOW SENSIBLE HEAT. FROio( PSYCH. CHART: TI/WI F. TLW1 F LATENT HlAT ~r- L-e>S.5" fct 'Jit INflLUATION CI'II x './lt X 0." HOTU b I ::>~ / c:...4-o ~ 117(P k .O~(;k:. 2?>b ~ 2b4t P[OI'LI I'lo'~r X ~.~ STUll Lt/H. X 1050 oI.I'I'LIAIlCQ, ETC. 'Wo.:.U./ III & ~.o5 Kbb.: 533-:;" "DDIHONAL H[AT GAINS ~~ 27UbC ,50 b<( b/!:;><: I4-Do7 (AI'OIl TUNa. 50 'T X 1/100 )( ..'L. X .;(.. b t:>,;. 1/4Cf ." SUI TOTAL ~/ IOO~ 'I~ 'AfETY FACTOII % V~/o...(f~ It O!!::7X Db, /5 20(.0 ROON LATENT HEAT ILPO lK <.. ;UPPL Y DUCT LEAKAGE LOSS "" ~ C((O I .I,ITl>ool AlII CI''' X h/L. X . " '1' X 0." EFFECTIVE ROON LATENT HEAT .' S'] f1 ~ [FF[CTIVE ROO" TOTAL HEAT. . OUTDOOR All HUT '5oz Z-- [NIIIU: !(crr-/ CI'II x Is -- F x (1- B") X 1.0. Z. IUIlT: two Cfll X > 4-'IIL. X (I IF) X 0." ~ """1'-7 <Z'D YD f'y TUI. IInuII SUI ToTAL " -It 'M., 0' .1 ,.. ...... 1N1...I.. "'P1.T crw f.. HII'U .'''UUCl If ...." reT '" + r:::. .AI. % + ~~.r % + ~,r,wlu~O'~ % "UUn '.'.'LA, :4T C41. f.... "P"". ... Iln",. ., .nMO' ... 'n"... All, ... ..,.,.'" ".. TOTAL HEAT. .g,.3 /~A ~ W"IM '".I.UI., I'''''. 0\11 o.u, I" laW'."I', ".. GRAND I.LV"I'~ A~~ROVI:D AIR CONDITIONING LOAD ESTIMATE - FORM E-20 (3-69) _I c7f Dr !7 II\.{ re-f2.J bIZ- ~ ~,~-~~ ~ All C_tlItloaJ." ComJUUly---OATE ...1 .k '--'.f:::: . ...-.,..~.."_.- ,./to,. 1010. JOB NO. s-~. opft~ "RErARED BY OFfiCI: IWitOFJOII- N.DeJ~,:>(_".", lOCATION' ~' c:;P ~~ - inN, '. s'Acl1 ~'FO ; I-PUI LOAD .,.. [JTUI~TI 'ORSPn LOCAL To u Lou. Sin 1 . x sz.... = ?-J_"'k-b ~"T x = CU'T au. To.. h.l f ,ARU OR I~ ~U'II GAlli OR I HOURI 0' O'UATlOII 'TUt FACTOI ITU/HoUI QUANTITY " Ill'. 01". CONDITIONS DB - W. '" RH 01' GRIl 'v..J $OUR GAi~LASS ' _ OUTDOOR (OA) G I..U. I~ SO'TX Ish x .57 1'2. /too,. (RM) GUll SO 'T X X OI"UIIICI X X X X X X X X X GUll SO FT X X .,' OUTDOOI All GLUI SO FT X X YINTI. s:- X ZD 100 LAlION 'IO'~I C'.I'IUOI ;:: - SIYLllOHT SO FT X x hrr x' C'./54 'T ;:: - $OLAA lr TRANS. GAIH-WAW . ROOf C'II YEIITlLATlON . II{ WALL & 'Z-_4-- SO FT x I~ x -0 S r;"7 4- IWINfiIH' RIVOLVI.... DooRa_'IOrLl X _C,./".."" =_ WALL SO FT X X _ 0'[11 000.. 00011 X C'./DooI = _ WALL SO FT X X '''I~. [XHAUIT "AII WALL SO FT X X TIATIOIl CUC I FUT X C'II'T = _ Roo, SUII iZ--Y!? SO FT X '5r x . 0 Z-<..o C'II 1/l'ILUATIOII . Roo, SHAD[D SO FT X X Cnl OUTDOOR AIR THRU APPARATUS .. ( nt~s. GAIN-lXCUT I~LLS lr l~Sb 17. -~ A""ARATUS DEWPOINT ALL GLAU ,SO SO FT X X. 1 I'HCTIVI E'flCTlV[ RoolI SEilS, HUT UHF UNa H[AT ;:: E"ItCTIYIt RoolI TOTA~ HUT = - PARTITlOII SO FT X X 'ACTOR CEILIIII SO FT X X F AD,. INDICATED ADP = - SELECTED ADP = fLOOR So FT X X IlIflLT.-ATIOII e'lI x x 1.01 DEHUMIDIfiED AIR Q1JANTITY T[II'. 0-_8F) x lTu_F-T..,_f) Rill = - 5 INTERNAL HlAT x ;:::::. 4<::: / ''7.... __ O[HUII. E,ncT/v[ RoolI S[Na. HEAT = ( PIO'LI PEO'LI CFM to.'x F fllIP. 1111 Powu H,. 01 KW 'X ~UTLIT RoolI S[NI. HUT 7~ K :5> WATTI X 3.4 -; ?I- ZU; [II'. = _FCu-oOTLII LfGHTI X 01". ... 1.08 X C,. h ArrLIMlcu, ETC. X AODITlONAL HUT GAINS X SUP"LY AIR QUANTITY SUI TOTAL SU"LY RoolI S[IIS. H[AT CFW = ( STORAG[ SO FT X X(- ) 1.08 X F 1..1l1t II" SUI TOTAL BY'1/' C'II.. - CF C'II PA - ( SAFETY FACTOIt '" Rt:SULTING EMT lr LVG CONDITIONS AT APPARAl ROON SENSIBLE HEAT. IU"LT aU"LT EOB, TIII_F + CFlloA (ToA_F-T.w--F) = T,ol DUCT DUCT 'All CFllt X HUT lOA11 % + LIAr. LOll %+H. ,. "- OUTDOOR AIR C'II X F X If X 1.0' LOB TAD..--F + _SF X (TrPI_F - TAOr---Fl = T,ol EfFECTIVE ROON SENSIBLE HEAT. fROM PSYCH. CHART: Two F. T 'WI f LATENT HlAT ~1 Lb.:>.-S tsfU ~ IlIflLTRATION C,1l X GI/LI X o.n NOTIS P[O'LI ~ Is c:=; -/7~ ~- bb= ((pC:? (p ,.o'u X ~F' i'lbK . 0 Z-/...L:J b( STUll LI/HI X 1050 ArrLIANCU, ETC. ~; liz..4-- \)(.'05 K. bb ~ 21c}~ ADDITIONAL HEAT GAINS ~Sh.; /50 X. ,$P y. &b-; 7vS VA'OIt hAN'. 10 'T X 11100 )( G./LI X .- SUI TOTAL r~,e : 52-- K., {?;::. >(.bb ~ Sqs, SAHTY FACTOIt '" bt/ C' crs O~ ROOM LATENT HEAT V~ r~ Loo X- LDbK - SUPPLY DUCT LEAKAGE LOSS % Z~ IIp'7 ;lVTDOOR A,R C,.. X '"/LI X -' If X o.n [FFECTlYE ROON LATENT HEAT ~4-M~ EFF[CTIV[ ROOM TOTAL H[AT. " IN III LI: 1..E:lC/ OUTDOOR ~!R HEAT I ."L C'II X /S F X (I BI") X 1.0. A TINT: too C'II ~ 4" GilL. X (1- IF) X 0." Z :> {-z.., -z:.4- TON ITU.. .nu.. SUI ToTAL · I' ,... 6, I' T.. II.., NT".I., "pn, cr. r., H'1I1t ."'"0" tr ..." VCT '" + ~: ::. GAIl '" + ~~., DIMU.. . "- .....fln ,....LA. IAT SAil "'...-I: ,,,. Lou ,.... ""Alla. A ..tTVII .r OVl..-o. A.a. II"'" A", II' nl'1","' CP.. GRAND TOTAL HEAT. z.c:1l z,tr(O , .".11 """.., 'n".. All oau, ... aaN..,,,,, u.. AJOJOIlOVI:D \ (0 AIR CONDITIONING LOAD ESTIMATE - FORM E-20 (3.69) C7f 15 HAWtO, JOB N ~~\(, "': LO<:ATION' ~ r'-?12- L...--<~~_;-"f"7':"}N, Sr4C& ua~';;;: Sill I 4-' . x ':::;0 =.'''h::H'':::J s. I'T X ITUI J .ARU 011 , ,I. '"Il GAIN 011 I . r QUAIITlTT I Tlllr. 0,,,. ,.REI' AJl [I) 8 Y OFFICF l N ff7e-Coe. <8 All C_clJtloabJ, Coaap&llT '--'OATE . ,....-..,.......-"'- 'lOP HO. . sour/{ offtq 7' Z~ D z.., _( !17 JOB NO. "",.ROVED FACTOI bTllIAU 'OR .::,pt'Pl LOCAL TI.I /' ux..., ... Cu I'T , "- , au. Tlu "UK LOAD Iu. 1 ITU/HoUI HouRa 0' OrUATlON CONDITIONS 08 WB % RH DP GR/l ./ h4/ OUTDOOII (0") ROOII (RN) D"'UINCI x X x x x x x x x Gu.u Gu.u Gu.u SOLAJl CiAIN-GLASS q(/ SOI'TX ~ 0 so I'T X so FT X so FT X so FT X x.s7 N Gu.u SKTlIGNT x X X X VIIITI. LATloN -s OUTDOOR AIR 'lorLI X ~c::> C'./'IUO. Jo-o ~LAl " TRANS. GAIH-WAW .. lOOf N W.UL 2..3 ~ so FT X I~ x , c:7.s::; ..n x C'./k n ::: zoz., SWIH~IN' R..OL.,.... DooRS_rlO'L1 x _C'.lr...o.oo = _ .OrIN Dootla DoolI x C,./OooI :::_ 1.P1L. EXHAU'T 'All TIAT'.. CUCK FUT X C,.lfT ::: _ Crll INFILTRATION. CFW OUTDOOR AIR THRU APPARATUS 11II ( Crll \lIIITILATION . WALL WALL WALL Roor-SUN IDC;> so FT X so I'T X SO'T X so FT X so FT X x x X x . ()"Z{ ~ (01'1', "J::>, Roo, SHAD[D x TRANS. GAIN-EXCEPT ~LU 6' ROO' CL ALL GLAQ <7[0 so FT X I"":::> x ."51'7 PA.TITlON C[ILI., FLOOR IHFlL TII'ATION So FT X so FT X So FT X C'II X x x x x 1.0. 17b3 APPARATUS OEWPOINT IfflCTIVI EfHCTIV[ Roo. S["5. HUT UHF UN' HIAT ::: E"ICTlVI ROOM TOTH HUT = - 'ACTOII ADP INDICATED ADP ::: I' SELECTED ADP - . DEHUMIOlflED AIR Q1JANTITY Tlllr. O-_BF))( IT..-F-Ta,_F) Rill = - ZZ-~ DIHUII. E"ICTlVI ROOM SIN I. H[AT ::: ( / CFN toe x F ".,. 1"1 I 4r::> ~UTLIT RoolI SIN', HUT 7 [lIr. = _F(,.-o"'TLlt 01". 1.08 X ... Cfll D4 PlOrLl .5 INTERNAL HEAT PIorLI xo~ HI' 01 KW 'x WATTI X J.4 X POWllI LIGNTI 7 00 IX' '3> A,nl"'/fcu. ETC. AOOITlON...l H[...T G...,NS x x STO....GI so FT X x(- ) SUPPLY AIR QUANTITY SurrlT RoolI SiNS. HUT CF/II = ( 1.08 X I' IUI.n I." ITrV' Cfllu - C'II DO CF ( SUI TOTAL SUI TOTAL SAHTY F...CTOII % ROOW SENSIBLE HEAT. RESULTING EHT 6' LVG CONDITIONS AT APPARAl 'U'PLT IU"LT ~~~~ G... % + ~~;:, Lou % + ~~.r. % OUTDOOII AlII Cfll X F X I' X 1.0' EFFECTIVE ROOW SENSI8LE HEAT. LATENT HEAT [DB T.._F + C'1I00 CfNt x (ToA_F-T._F) = T.OI LD8 ToDr---F+_BF X (Tul_F - Tar--Fl = T,o. FRO'"' PSYCH. CHART: T llWa F, T LWI F IN"U....TIO" PlOrLl '5 STUll ArrLlANCU, ETC. AOOITlON...L H[...T GAIN5 Cfll x rIO'LI x /S.~ L./H. X 1050 ../LI X 0." iter:~:<( 7'7 c;::::: --- L..-os.'S:> - NOTU wli ..,--- V...roll T.....I. k fT X 1/100 )( G./LI X " SUI TOTAL J::oOF ~ 7e>c;>)( ,oZV Ii bb.::. ~~~ g~cR~ ,oS; t>( ~b-:. ,-, L>.'-L i .q'D b(' ~ S ~b(' b 8 Z r~(G.-~ '0b t>( , l7 k bb'-- VfNf';' !~k {,ob 1<:'00"'- qS 0 4 l(p l?L-- lei-if!::> 45'14 S...nTY F"'CTOII % ROOM LATENT HEAT SUPPLY DUCT LEAKAGE LOSS % OUTDoolI AlII C'II X './L. X . If X 0." i.. EFFECTIVE ROOM LATENT HEAT fFFECTIVE ROO" TOTAL HfAT. '3"20 /7 4'1 b 7.-, 11-81<1 OUTDOOR A.IR HUT SU.IIU: loo Cfll X /~. I' X (I LAnNT: I (")C=:> Cf. x 3:.4..I/L. x (1- 8') X 1.0. !IF) X 0." SUI ToTAL % + ~~., % + ~,I,MIU~~.~ % GRAND TOTAL HEAT. /.~ z... ~I~ (.4- {O,,-/ .., 'I.' l:u " TN 11M', "'...... ....,,'" cr. ,., HIIIII '''''ClUlCI hun" ,....u. t.... ..U..... 'IIT"" .r'ovr..-o. A.' IIrun ..., '11 ..,..,.", c:,.. ..111 ",AUI.' In,.. All ..L.f, ..1......,".' "... If H'" lITU.. IITU.. ~~~~ lim % + ~:oC:. IiAl. I(~ ;;'1 AII1 r.nNnITIONING LOAD ESTIMATE - FORM E-20 (3.69) . . Sr4C& Un4JF.o I bTIIIA!. '0."E::-P"1 LOCAL 7.M& /:"u." LOAD Loc... I Sill l4.-. . x. Ir:> ;l-, = I~/-Z- S. FT X = Cu FT ."'.. TIMI 'w. t ITUI ~.~ A.u. O. . ./-- ~UII .GAIII OR I ITU/HoUR HOURS 0' OrUATlO" QUANTITY IlIr. O~ ". fACTOR "'- RH CONOITIOHS DB . WI DP Gall .. OUTPOQa lOA' -?- Gu.u (" Oc::::::::=' SOLAlt GAJ~~S ,57 . II 50S; So FT X (' n X 7_ Roo. (RM' lJf Guu So 4-z" So FT x/S~- X '~7 ~ hoc:> OI"UfNCf X X X X X X X X X GUSl So FT X X ., 1/ OUTDOOR AIR Gu.u So FT X X VIIITI. X Zr-:::. z.=2.c::> UTI ON I'lorLl C'O/l'I..OI S"nll,HT So FT X X ..n ;II; C'OII4 'T = - $O~ gUNS. GAIH-WAW . lOOf.S C'II VINTlUTlON . WALL z.. So FT X 7A'"? X _ = I?A:l, ~ SWINGIN' R[VOLV'"G, CooRI_rIOrLl X _Cro/rl.."" = _ W WAlL ,-7..- q(j? So FT X 1"1./ X , c;:::::;> c::.... 1"7-7 P? .0rfH Coo... 000 II X Cra/Doo. =_ WALL So FT X X . lUlL. [XHAUIT fAN WALL So FT X X T LUI.. CUCK flIT X C'I/'T Roo, 5 U H I c:.. I-z,... So FT X "b7 X.O~ I C'II IH'ILTUTION . Roo, SHADED So FT X X CF" OUTDOOR AIR THRU APPARATUS _ ( TRA~~IN-fXCEPT WALLS 6' aoo,s,.e::, _':S !4-q'7 APPARATUS DEWPOINT ALLGUSl '/ SoFTX IS XI IHICTIVI EHECTlVE ROON SEI<I;. HUT UHF 1[1<. HEAT = E"ICTlVI RooN TOTAL HUT = - PAUITION So FT X X 'ACTOR CElLINI So FT X X F AOP INDICATED ADP = SELECTED ADP - FLOOR So FT X X IN'ILT..ATIOH C'II X X 1.0' DEHUMIDifiED AIR Q1JANTITY TIllr. (~_BF) )( IT.._F - T.o,_FI Rill = - INTERNAL HUT X e4-t;; ~'1S Of HUll. E"fCTlVE ROON Sf"l. HEAT = ( PlorLll 1/ Pfonl Z CF" LOS'X F TIM', .". PO....E. HI' oa KW )( ~UTLn ROON SfIU. HUT l'GHTI I<;;;J't/ \)( . '!;.- WATTI X J.4 X Jc. 4--z..7~ fNr. = _Ff."-oVTLIT 01". 1.08 X ... C'lIh ArnIAIlCU. ETC. X ADDITIONAL HEAT .GAINS X SUPPLY AIR QUANTITY SUI TOTAL SurPLY RoolI 5 u'" , HUT CFN = ( STORAGE So FT X X(- ) 1.08 X F 11111" .,,' SUI TOTAL BTI'A'" C'II.. _ C'II DA ( CFM = SAHTY FACTO. "'- HEAT_ RESULTING INT 6' LVG CONDITIONS AT APPARAl ROON SENSIBLE IU"L' lu,rLT EDB. T.._F + CnlOA (T oA_F - T...---Fl = T [01 )UCT DUCT '40 "'" C nit X o(lAT GAl. % + Lur. Lou %+N. ... JUTDOOI A,a CFII X F X ., X 1.01 LOB T.Dr--F + _SF X (T [OI_F - T,ol'---F) = T LO. EFFECTIVE ROO" SENSIBLE HEAT- FROM PSYCH. CHART: T 1lW. F. T LWI F LATENT HUT ~e-A 1"' UUft H'ILUATION C'II X .'/L. X 0." L--b '7 ~ NOllS 'EorLI II rlorLI X ISS I 7o~ b&,- 34 $1 ,lUll L.I N I X 1050 fOCfi I'b.,~ 'i)( , 0 trU:; K lrrLIAHCU, ETC. ~W: tSt-4---x. J D~ x.. 6b:.' fu17D .DOITIOHAL HUT GAIN& 'ArOI TUHI. h 'T X 11100 )( GilL. X ~~; 4o-V K. SbV bb~Zos c - - SUI TOTAL UfTY FACTOR "'- frje. .~ t~U7V .I~ K b6:;. 1$5(0 ROO" LATENT HEAT UPPLY DUCT LEAKAGf LOSS " f?NT; Z"2-D ~ I,D~ k bb.? _Z'D<?JCY( IlT"""1 A'. C'II X II/LI X . .. . I' X 0." .Sz 4 I (.,.. EFF[CT/VE ROO" L"TENT H[AT . ..... EFf"CTIV[ ROOM TOTAL HEAT. . ,. OZ-f( 6H OUTDOOI AI~ HUT ~4-- "'IILI: -Z'Zo C'II xiS - F X (1 BI") X 1.0' ~ WIT: ~:z:.O C'II X1:>~"/LI X 11 If) X 0." < rJ J..;;~ S. (0 'fbf', ; 'uu .nuu SUI ToTAL . I' ,.., 6., II TN I.... NT...... "",'-, en ,., HIIIII .""'UCI If ........ :T % + ~:.c:. Gm % + ~~Ir % + ~llrNI u ~~.~ "'" . ......lIn ,....u, IT $.&1. f.... ,,,,"., Ii IlnVI, .,. '.tHO' I... IIrvu All, ... ..,..,,,, ".. GRAND TOTAL HEAT. . lr/f .44bu .... ,,,,",., un.. All O.LY. II. .......tln crill, Mfo..J" tZ-K- r PPCfL ~AUC_.uti-.La"C-,p.uIT '--'OATE {.... z....".. D z..... ..._...u....__ ".OP NO. J08 NO. . S VI ~ offiCE --.( ~l C7P lL f>REJ'ARED BY H).M!;'01 JOII: NDe:....f&;.')(,.. .... LOCATION P::f?fLl.-A./L,~ - O'fICI' A"~ItOVI:D 'S:> b AI~ (YlNnITIONING LOAD ESTIMATE - FORM E.20 (3-69) .. IV C7F [~ IN f:Z' (L.( c:::rL ~ w: 7~ Z-DZ ~ All c_,utJoabar c-p4UIT '--'OATI!_ . '.._WIH~"_W_ "110" NO JOII NO. . s,- '4 Offi~ ,.RUARED BY OFfiCI: fU.Wt'O'JOfI'!Nt?~~~ .,;,. LO<:ATION ~ f7f2. ./~ _ ==::' .. . . .. S''''CI j'Lt-:f.O . .. bTIIIA!1 fO. /~ Ph LocAL flu I. Loc...l Sin .. x ~l7 - '1 b -c:;;> S. FT X = Cu FT au. TIU ~UI LOAD .". 1 In.. r' A.u O. ,/.- ~1Ii1GAIII O. I fACTOI ITU/HoUI H~"'_Qf O'UATIOII QUANTITY III'. 01". CONDITIONS 08. WII % RH DP GRIl SOLAJl GAIH-GLASS . 01 ",h OUTDOO. (OA) ~ GLU' I't-O So FT X ~c?) x,SI Z ROO/ll (RAO GUll So FT X X DIHUINCI X X X X X X X X X GUll So FT X X .i OUTDOOR AIR Gu.u So FT X X VIIITI. S 'IO'LI X Zc> C'II/'IIIOII ~02;> UTION - SIYlIGHT So FT X X ..n K C'lI/k n = - SOL..U tr TRANS. GAIH-WAW . lOOf Cfll VINTIUTION . e WAll WC?O So FT x ~/ x,05 I JLC/ SWINGIN' RlVOLVI.G. Coon_'IOHI x _c,./,....". =_ WALL So FT X X .O'[N 000... 000.' X C,./DooI =_ WALL So FT X X lUlL. [XHAun ''''N WALL SO FT X X TUTIN CUCK FIn X C'lI/fT = _ ROO'-SUN 7 0 c:::;/ So FT X "?::>7 X1OZ--{O tffl"S Cnl IH'ILTUTlON . Roo, SHAD[D SO FT X X CFM OUTDOOR AIR THRU APPARATUS . ( TRANS. GAIN-lXCEPT,WALU · lOOS b / Ie' 4-4- APPARATUS DIWPOINT ALL GLAU 120 So FT X 5> X. IfflCTIVI EH[CTIV[ RooII SIN5. HUT ESHF UN' HIAT = E"ICTlVI RoolI TOUL HUT = - PA.TITION So FT X X fACTO. ClIllNG So FT X X F AD~ INDICATED ADP = SELECTED ADP - Floo. So FT X X INfllTa-ATlON Cf.. X X 1.0. DIHUMIDlfllD AIR Q1JANTITY TEll'. O--_BF) X IT .._F - T .0,_F) Rln = - INTERNAL HUT Z2..S OIHUII. EHICTlV[ RooII SEN'. H[AT = ( Plonl ~ PIO'll x e:4-S: I CFM 1;08 'x F TI.,. I.,. Po....~. HP 01 kW 'X ~UTlIT RoolI SIIIII. HUT LIGHTI 7 OL:;> \( .'3 WATT' x 3.4 X 7 / 'tC' III'. =:: _F(u,-oUTLIT 0,,,. 1.08 X ... C'II u A,nl1"fcu. ETC. X AOOITlOIIAL HUT GAl 115 X SUPPLY AIR QUANTITY SUI TOTAL SU'rl.Y RoolI Suu. HEAT CFW = ( STO.AGE So FT X X(- ~ 1.08 x F IUIIU .If, SUI TOTAL BYrA" C'II.. _ C111u - ( CFW SA FETY F ...CTOll % RESULTING IHT 6' LVG CONDITIONS AT APPARAl ROON SENSIBLE HEAT. SUPPLY 'U"LT EDB T.._F + C1110. (T o.-F - Tllr_F) = T lDI DU(T DUCT f.. C1Wt x HI"'T G"'ll % + LIH. LOll % + H.'. '" OUTDOOll Alll Cf.. X F X If X 1.0. LOB T.D~+_BF x (TIOI_F - T.or---F) = TLC' EFFECTIVE ROOM SENSIBLE HEAT. FRO'" PSYCH. CHART: TIIW. F. TLwa F LATENT HUT H-~~ L-e ~~ brU~ INfllUATlON Cfll x IIIILI X o.n NOTIS p[O,lI ~ ,ro,u X ISS 77S ~Ofr 100 ~ -'D2(PK bb::- [0 D-z.. STU" LIIHI x 10$0 ",nl...IlCU. ETC. ""A.~r (0 c::::(:) K -Ob k bb'- 2V:? 4D ADDITIONAL HEAT GAlli. ("'..Oll h...Il.. k n x 11I00 >< ""ILI X ~~; /10 ~ .5b~ D tp:- 0;1 ~> .' SUI TOTAL F~~; $C? 1<.., t';> ex b t;?~ S72.-- 'AHTY F"'CTO. % \Jri.N f ~ l00 ROOM LATENT HEAT IX. I, obv b!::?:;: qSv 4 ;UPPLY DUCT LEAkAGE LOSS % .UTOooll Alll Cf.. X GIILI X 'f X o.n p443> EFFECTIVE ROON LATENT HEAT EFFECTIVE ROO/ll TOTAL HEAT. ; . ~I f'7 bkj OUTDOOR All HUT / [1l"11I: 100 Cfll X /S . F x (1- B') X 1.0. ~b> IUNT: 1 Dc:::> Cfll X~4-.I/LI X (1- IF) X o.n Z. So iZ- 11$ tc;;l'-{ TUI. Inu.. SUI ToTu -., II.. AT II TN ...... Nl...... "....'" cr. ,., HIIIII 1t1""UCl " ..,., CT % + t:f:. GAl. H' DIN.II. . % . "oUIJln .....u.. ...T ''''11 % + 'UI' % + 'orr LOll f..... ."".., , lilT"" .r OUMOI U, Iuyn All, .11 ..,..."., ".. GRAND TOTAL HEAT. . 11? 1.~7 .... "''''1.' II"" All 0."', III U"'."11t cr.. APPROV[D AIR CONDITIONING LOAD ESTIMATE - FORM E.20 (3-69) I'RUAJU:O BY OffiCI: IN f~pz....'Ofl- ~ JIb C_flltJOAbI, c-JUUlT '--'OAT! ~ ..._~.~_..-~- ..ItO.. NO. C::C7(>1f'1Dh r;- (::-OG- JOB NO. .aT I~ C/Y 12. ~!-O'JO' NDeB..'K LOCATION ~((~ L..As:. ~~ SrACI UU~';;-- Sill 4 c7 x (or;;; ='Z4tio IT~- I. ARItA OR L SUN GAIN 01 I - r QUAIITlTT I Tlllr. Dlf'. f>1Nr AI'I'1I0VI:D 54 FT X = Cu FT [ITIII~TI 'OR'SP'trJ HOUR' 0' O'UATlON LocAL TlRI /. hi Tlu "UI LOAD loc.41 h. T fACTOR ITU/HoUR N G LAn 50LAJl GAIM-GUSS X , &:=>/ 4- 17.f/)~ 7~O'b S<l FT X ~ >Gun 7'f!/7 S<l "T X (fl",> X .'S~ ?I~J GUn SQ "T X X .. Guu SQ FT X X SKYLIGHT SQ "T X X CONDITIONS OUTDOOI/OA) RoolI (RM) D"'UINCI DB . WB % RH DP Gill x X X X X X X X X VINTI. 15 UTI ON OUTDOOI All ~ '10"1 X Z-c::> C'R/rIIlOI = D 5OJ.....~,.,t, TUNS. GAIN-WAW . lOOf _ N WALL S-:?(p SQI'TX 1"7/ X'I'?"':=> "':::::'WALL ~S LL? SQ I'T X Z(::::/ X,I? .s:;.- WALL S<l"T X X W4LL SQ"TX X ROOf-SUII "Z 4-00 SQ FT X ~( x,07.--t t'? Roo, SH4DED SQ FT X X 50" )r C'1/1o " C'II V[NTIUTION . l7r-.> 'Z- 3~ 'WINGING RlYOLyl.... Doou_rloPLI x _c'I/,..."" =_ IlfJL. TlUIN .0r[1I Coou [XHAun fAN CRACK 00011 X Crl/Doo. =_ 7- "<; oq Crlal = _ C'II IN'ILUAlION . C"" OUTDOOR AIR THRU APPARATUS . FliT X TU:.~ GAIN-EXClPT W~LS 6' lOO!-.o ALL GL4U ;::::"p;;;> &:? SQ I'T X /7::::> x. . ~ PARTITION So I'T X X CEILINe SQ "T X X FLOOR So I'T X X UH" I"[CTIVI UNI H[AT = 'ACTOR A"PAUTUS DEWPOINT E'fECTIVE RoolI SEN5. HUT = ["ICTIVI RoolI TOUL HUl 7/ 4-hl? AD" INDICATED ADP = I' SELECTED ADP = DEHUMIDifiED AIR Q1JANTITY O-'_BI') x (T II_I' - T ..,-1' l = E,fECTlVE Roolll SINI. HEAT = \;O'.X F nu. 1111 IHflLT.-ATION C,1Il X x 1.01 P10rLl / S INTERNAL HUT PIorLI x 7/4-~ :3 075 TIIIP'. Rill D[HUII. CFIi I'OWII LIGHTI "Z-4GJc::::? k :s A'P'LIAlfCU. ETC. AODITlONAL HEAT GAINS HI' 01 KW ')( WATTS X J.4 X X X q.U TL IT Z. tJ-. 4b~ D~~:: 1.08 x RoolI SEIII. HUT F = _ ('.-o"TLIT ... C'II U STOllAGI SQ FT X SUI TOTAL X (- ) SU,rLY CFW SUPPLY AIR QUANTITY RoolI SENS. HIAT - ( 1.08 X I' IUlln .." C'II.. - C'II D4 - ( SUI TOTAL lYrA" CF/rI SAfETY FACTOR % ROO" SENSIBLE HEAT. RESULTING INT 6' LVG CONDITIONS AT APPARAl au.,LY IUPPLY ~~~~ 10m % + ~~;:. LOll % + ~~Ip'. % OUTDOOR AIIf Cfll X I' X If X 1.0' EFFECTIVE ROO" SENSIBLE HEAT. LATENT HUT EDB. TIIl_F + CfllOA Cfllt X (ToA_F-T...--Fl = T,ol LOB TAD..--F+_BF X (TIDI_F - TAOI'--Fl = TLOI FROM PSYCH. CHART: TI/WI F. T LWI F V...rOR TIANI. 10 'T X 1/100 X GIILI X .' SUI TOTAL ~~T ~> HOTIS JHU~ ?- ~Z-S _ ~O~/ 0~ V .0"&(# b( bt>- .stfC1/ W4.LL-,' (elv ~ ,0 P V- bt7-::- -ZcrS7 6tAs.s;- U9<o K . sb KDt?:" 14- C;;"17 ft;~,' 5lo 'K ., ~ K t:> 0 : Coer) Vf?"-1 r: Z:DD Y I, Db V bf?: --C(!;; s~ 52-- liD ,. bD n tkJ INflLUATION PlorLl / c:::.. STUll ArP'LIAIICU. ETC. ADDITIOHAL HUT GAIN5 C'II X .I/LI X 0." I c;: -::::: rlOrLl X LIIHI X 1050 ~ ROO" LATENT HEAT SUPPLY DUCT LEAKAGE LOSS ~ Oun'<><>1f AIIf C'II X GIILI X If X 0." ,~ EFFECTIVE ROO" LATENT HEAT E"FECT/VE ROOM TOTAL HEAT. OUTDOOl All HUT SIIIIIILI: 3Soo C'II xl$ - F X (1- unliT: ~ C'II X..s.4-tI/LI X /1- SA' ITY FACTOR BI"i X 1.0. IF) X 0." A JL /' ,... -r /[~~l (b q 3{~ 4.(0 'tc:tt RllUII RITUI. ~~~~ GAil % + t:.':. GAIl SUI ToTAL % + ~~ir % + ~,~NIU~O'~ ~ GRAND TOTAL HEAT. SA .~~ "":l .., ,.., 6" .1 T.. I'... NT'...I. "Pn., c,. ,.. ""... tl""UCI tr ...~ MUlln "..'LA. t.... '''un. , .IIT".. .r' OU1H9' ,.. In".. All, UI un", "., .1111 ,,,,,,,., IITIIIII. 'II O.Lr. '11 aaW'."11I ClIII, AIR CONDITIONING LOAD ESTIMATE - FORM E-20 (3-69) ~ \" 6" \ ~ CJA '~ r--/::::--. r~i._ If<. ~ " 0."- ~, ,.....' '7' j C/.\ "(~ _~ . J.., ,'. '- /. .""< ~~~~ ~- ~' \\.;>~;/ /{/ o '" }<rf-' ~ .if~ f) / ef\tJ \jJjN ....-._..__O.,.~ NO - f2 P L:S- ~~ U4-e. ~ctJ: 5 q - D ~ <'l>;de IC (iF !Art.o) Jun 26 02 09:15a SEI 9528811913 p.1 ........ra . . -.i-~~SUNDE .' ENGINEERING, INC. 4200W. OUf Shako}Jec Road Suite 230 Bloomington, MN 55437-2967 (9~) 881:-3344 FAX (952) 881-19J3 .FAX Date: L--/ Z"./ D 2- Number ofpage3 including coyer sheet: -_3 To: 'P1 0 ber t /-I uf cA i~ 6'.,]/ .0;" ?r;'v- /.-~/l.e. From: Michaelea Oeltjen Phone: 952..". V4' 7- - 78 Sb Fax phone: '1.5'-2-.- lT4rl--~Z-<..f S- CC: Phone: Fax phono: 9S2-8IU-3344 952-881-1913 REMARKS: o Urgent o For your review ,W1 Reply ASAP o Ple.sse comment Re.: .A!of~X , {>0'0'- t-~J.e..., ## "'1 I . If' - I \! , , '. . \" ,f \' -^ /,.Y . . 1\DW-t-) '. ..- . b00~ ~e.. /') ~ 0. d-Jr.e .s s .::.. }.eJf:.h- () f- ~ \='oj L6u-i!J u G.J?;d; de r Iii e5L- 2" deyYlLbt-; e_ -ar . I ~ -:::l- ? c.DfY1 m efi -r ::t+-{ (.' . h.a.v' c-. 6{)me_;f.t~: y (jOU-. f{L\ V\ d.. ? DK. olLoL g~- 1ft Jun 26 / 02 09:15a SEI 9528811913 p.2 .---.-.----... / "'''''' "'>.. ..... ....'.~;;:{4 ~ "'tf/';,\:~_ ....~. ~ -I;'. Jun 26 02 09:15a SEI 9528811913 p.3 J U ll. (U. (U lJ ( I j . J 0 1\"' lVl'Li n';vVvln.lc.v Jl"... IlV. lj 1 JU j. (I J ..,. ." ~;: ---; .","""a... ~_., I , .~_'....~ .:, ".-. June 14, 2002 Mr. Nathan P. Miesen Pope Associates . 1255 Energy Park Drive Sf. Paul, MN 55108-5118 RE: Norex Building Following are the results of the preliminary plan review for the Norex building. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Unifoml 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). O~e. -I. Sht. A 1.1: Provide building setback dimensions from East and West property lines ~ ~2. Sht. A1.l: Provide fIre lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Locate by site Fire Hydrants and front access curbs. UFC 10017.1. tJ/~ .3. Sht. L-L Provide landscaping plan for the interior of the Court Yard~:_.., rore. 4, Submit Energy Envelope Calculations. MN Energy Code 7670.0100 5. Submit signed HV AC, plumbing, fire/smoke alann, emergency lighting/exit signs and sprinkler plans. May be submitted at a later date. (I;(./> '0 6~1~~~~,;~~~~~<~~E!:~~:=-::~;"sep~te scmC€ and metering 7. Sht. C-l: If separate domestic and lawn irrigation meters.. ar.c utilized, the do . water shutoff valve to be located in city Right-of-Way C:5UNOEJ 8.t";';~~i~~~;;il'~:~~;;~~~~~t~~s'n~v<ar~:'\'" prevention details. (n.JS l~~ ') 0 fl;,. I....Il<. ()<:INe..- 9. Submit the signed Special Structural Testing <md Inspections Schedule. UBC 1701.5. See enclosed. 16200 Eagle Creek Ave. S.E.. Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447,4245 A;'" f.Q\ll'Il. OI'rOllT\JN1TY EMI'I.OVffi DRe COpy May 30, 2002 Norex Attention: Tom Ditty 15815 Franklin Trail SE Prior Lake, MN 55372 RE: City of Prior Lake Review of Site Plan Application for Norex Building Dear Mr. Ditty: On May 30, 2002, the City of Prior Lake completed its review of the site plan application for the Norex building. There are a few minor changes that must be made to these plans. These changes are noted in the attached comments from the Building Department and the Engineering Department. Once the changes have been made, please submit at least 2 complete sets of plans to me. I will then officially approve these plans, and return one set to you. Once the site plan has been approved, you may proceed with the building permit. I would also like to take this opportunity to compliment you, your architects, your engineers and any others who had a hand in putting this application together. It was one of the most complete applications I have ever reviewed; it was very detailed and it covered nearly all of the necessary items. Applications such as this make our review quicker and easier. Thank you again for your cooperation and help. If you have questions relative to the review process or related issues, please contact me directly at 952-447-9810. ~eQ ~~ U ~~~:_~ansier, AICP Planning Coordinator cc: Nathan Miesen, Pope Architects DRC Members I:\02fi1es\02siteplanlnorexlchanges.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 'OfvlPLOYER ~ Metropolitan Council Building communities that work May 30, 2002 Bob Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. Prior Lake, MN 55372-1787 Dear Mr. Hutchins: The Metropolitan Council Environmental Services Division has determined SAC for the Norex to be located at 5005 Cottonwood Lane within the City of Prior Lake. This project should be charged 7 SAC Units, as determined below. Charges: Office 10912 sq. ft. @ 2400 sq. ft./SAC Unit Showers 2 showers @ 1 SAC/shower SAC Units 4.55 2.00 Total Charge: 6.55 or 7 If you have any questions, call me at 602-1113. Sincerely, , .~._~ ) (_~L "7., Jodi L. Edwards Staff Specialist Municipal Services Section I-~, '~lu:c' 1\-'"". 1?"\Q' ({':Lf':'.lii .. '-...l..? ~ . '-. '... JLE: (300) 020530S8 Cc: S. Selby, MCES Nathan Miesen, Pope Associates www.rnetrocouncil.org 230 East Fifth Slreet . St.PauI.Minnesota55101-1626. (651)602-1000. F'Lx602-1550. T!Y291-090-l AT! Equal Opportunity Employer Metro Info Line 602- 1888 .Tune 14,2002 Mr. Nathan P. Miesen Pope Associates 1255 Energy Park Drive St. Paul, MN 55108-5118 RE: Norex Building Following are the results of the preliminary plan review for the Norex 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). ',-" .x. Sht. A 1.1: Provide building setback dimensions from East and West property lines. .;{ Sht. A1.1: Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Locate by site Fire Hydrants and front access curbs. UFC 1001.7.1. 1,1 . Sht. L-l: Provide landsc.pin g plan for the interior 0 f the Court Y.r<is. aSubmit Energy Envelope Calculations. MN Energy Code 7670.0100 57 Submit signed HV AC, plumbing, fire/smoke alarm, emergency lighting/exit signs and sprinkler plans. May be submitted at a later date. \ ~.' If provided, indicate means of lawn irrigation. May use separate service and metering for billing purposes. c/7. Sht. C-1: If separate domestic and lawn irrigation meters are utilized, the domestic water shutoff valve to be located in city Right-of-Way 8. If provided, detail of lawn sprinkler service stub valve, layout plan and backflow ~v prevention details. , 9. SubmIt the sIgned Sp~cIalStru~;ura~ Te, stmg and InspectIOns Schedule. UBC 1701.5. ~j See enclosed. ~\, 0"-,IC:'0 (,,( lo4'!");? \ 16200 Eagle Creek Ave. S.E., Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-42 AN EQUAL OPPORTUNITY EMPLOYER \~J6. Siamese connection and enunciator panels to be located by front entrance. 'fll) Provide Draftstops with an area not to exceed 9000 s.f and the greatest horizontal ' dimension may be 100 feet. UBC 708.3.1.2.2 Exception. \~4. \ 42. Provide attic ventilation clear ~ent specificatio}ls a~d calculations for each of the three attic areas. UBC 1505.3. - :/ ,'- /: J1 " . " " /..., ~ Ventilation for the building must meet UBC chapter 12. Provide 15 CFM of ventilation per occupant. ~rovide revised plans if there is to be no public access to the two courtyards. Indicate type of locksets a~gnage preven~he public from entering the yards. ~5. Detail 8/2.1: Provide side elevations of grab bars. ~~~Detail 1/ A 4.1: Provide detail of attic access door. Must be s~~;~ ~eai~~. ') U; \J <>T C&, c ''^'- ~etail .1/ A 4.1: Provid~ detail of draft~top tha~, extends int? ri~ge vent.~an.d soffit area to faSCIa to separate attIc areas. ~ ..". '.' '1/A.:! ...,.,c... .,."1- "d ,.., ,.' ) ,l;.r'f",.-"J / .. V{A1i c.: c.,N' ~v[8. Install Fire Department lock box. An application is received at time of building /I permit. \!J.9. Sht. S-3: Provide soil bearing design value. ~. Provide fire extinguishers minimum 2AI0BC rated, within 75 feet travel distance of all areas. UFC 1002. This is a preliminary review only. Other code items will be addressed when the final plans are submitted. The site plans must be reviewed by the Cities Developmental Review Committee (DRC) which consists of representatives of Planning, Engineering, Parks, Finance, and Building Departments. The DRC must approve the site plans before a building permit can be issued. If there are questions call at 952-447-9850. Resp~'i;~~ Robert D. Hu~L . Building Official Cc. D.F. Minske, Kraus-Anderson, Construction Company CITY OF PRIOR LAKE 16200 EAGLE CREEK AVENUE S.E. PRIOR LAKE, MN 55372 SPECIAL STRUCTURAL TESTING AND INSPECTION SCHEDULE Proj ect Name Location SPECIAL STRUCTURAL TESTING AND INSPECTION Specification Description Type of Inspector (3) Report Frequency Assigned Section Article Finn (4) 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. (1) 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 appropriate representative shall sign below: Owner: Finn: Date: Contractor: Finn: Date: Architect: Finn: Date: SER: Finn: Date: SI-S: Finn: Date: T A: Finn: Date: SI- T: Finn: Date: T A: 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 of form 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 SSTI.DOC j? /: July 18, 2002 Mr. D.F. Minske Kraus-Anderson Construction Company 2500 Minnehaha Ave. Minneapolis, MN 55404 RE: Norex Following are the results of the HV AC plan review for the Norex building. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC). 1. Submit a HV AC permit application. 2. Provide calculations for the fresh air for each occupant of the building. The requirement is 15 cfm of fresh air per occupant. MSBC 1305.1202 Subpart!. 3. Provide the angle of the damper in the Note stating, " Open to minimum fresh air" by the economizer notes. All items must be addressed before a permit is issued. Call 952-447-9851 if there are any questions. SinCerel/!!d!J. #th;:: Robert D. Hutchins Building Official cc. Nathan P. Miesen, Pope Associates George W. Foehringer, Foehringer Engineering, Inc. 16200 Eagle Creek Ave. S.E.. Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT ON PLANS Plans and specifications on plumbing: Norex Building, Cottonwood Lane, Prior Lake, Scott County, Minnesota, Plan No. 030041 OWNERSHIP: SUBMITTER(S): State Mechanical, Inc., 5050 West 220th Street, Farmington, Minnesota 55024 Plans Dated: June 28, 2002; April 23, 2002 Date Received: July 29, 2002, July 2, 2002 Date Reviewed: August 1, 2002 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 structural 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. Enclosed is a copy of the report and transmittal letter to be forwarded to the project owner. 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 finished plumbing inspection. It is the responsibility of the contractor/installer to notify the Minnesota Department of Health when an installation for a state contract job, licensed facility, or project in an area where there is no local administrative authority is ready for an inspection and test. To schedule inspections, contact the state plumbing standards representative for your region, or call the metro office inspection hotline at 1-800-926- 6216 (7:30 a.m. to 9 a.m.), or 651/215-0836 (8 a.m. to 9 a.m.) on Monday, Wednesday or Friday. REQUlREMENT(S): 1. The combination fire protection/domestic water service shall comply with the backflow protection requirements of AWWA-M14, Chapter 6 (1990) with the exception that the following statement is deleted from section 6~3: "At any time where the fire sprinkler piping is not an acceptable potable water system material, there shall be a backflow-prevention assembly isolating the fire sprinkler system from the potable water system. " 2. The installation of reduced pressure zone backflow preventers is permitted only when periodic testing is done by a trained backflow preventer tester acceptable to the afiministrative authority. Testing intervals shall not exceed one year, and records must be kept. All devices must be tested after initial installation to assure that debris from the piping installation has not interfered with the functioning of the device. The devices shall be overhauled at least once every five years. The installation of new backflow pre venters must be at least 12 inches, but not more than 6 feet above the fmished floor or ground level. N orex Building Plumbing Plan No. 030041 Page 2 August I, 2002 3. Equipment used for heating water or storing hot water shall be protected by approved safety devices in accordance with Minnesota Rules, part 4715.2210 and part 4715.2230. 4. All portions of storm drainage piping located beneath the building must be constructed of materials which meet the requirements of Minnesota Rules, part 4715.0550. ASTM D3034 PVC may not be installed beneath the building. 5. PVC materials used for sanitary sewers must comply with Minnesota Rules, part 4715.0530. 6. The copper water distribution piping must meet ASTM Standard B 88. All solder and flux used for the potable water distribution systems shall contain less than 0.2 percent lead. Use of 50-50 solder or flux containing more than 0.2 percent lead is prohibited in potable water distribution systems. Any solder other than 95-5 tin-antimony or 964 tin-silver must be specifically approved by the administrative authority prior to use (see Minnesota Statutes, Section 326.371). 7. Plastic materials used for water distribution may be polybutylene or cWorinated polyvinyl cWoride (CPVC) (see Minnesota Rules, part 4715.0520). 8. If plastic pipe is used for the drain, waste and vent system: a. ABS plastic pipe shall comply with ASTM Standard D 2661 or F 628. b. PVC plastic pipe shall comply with ASTM Standard D 2665, D 2949 or F 891. 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 constructed 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). 9. The plumbing system shall be tested in accordance with Minnesota Rules, part 4715.2820. 10. The water piping system shall be disinfected in accordance with Minnesota Rules, part 4715.2250. NOTE(S): 1. The scope of this project consists of the construction of a new building. The plumbing installation includes restrooms, showers, a counter sink, a mop sink, an electric water cooler, and hose bibbs. 2. This facility is served by new municipal water and sewer service connections. Authorization for construction in accordance with the approved plans may be withdrawn if construction 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. Norex Building Plumbing Plan No. 030041 Page 3 August 1,2002 Approved: r;$./'e; C ~ Bradley C. Erickson Public Health Engineer Environmental Health Section P.O. Box 64975 St. Paul, Minnesota 55164-0975 651/215-0853 BCE:lss Enclosure cc: Project Owner State Mechanical, Inc. / Mr. Robert Hutchins, Plumbing Inspector V Plumbing Unit File ~ POPE ASSOCIATES July 01, 2002 Architects Robert Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. S. E. Prior Lake, MN 55372 Interior Designers Re: Responses to Preliminary Plan Review Letter Dated June 14, 2002 Norex Office Building 15505 Cottonwood Lane Prior Lake, Minnesota PAl Project 41400-02047 Dear Robert, The following items are responses to the Preliminary Plan Review Comments dated June 14, 2002. (Attached for Reference) 1. Setbacks have been indicated on Construction Issue Set dated 6/17/02. 2. Fire lane signage has been indicated on Construction Issue Set dated 6/17/02. 3. The interior courtyards are "maintenance yards" and will not be permanently landscaped. 4. Energy Envelope Calculations will be submitted at a future date via the design build Mechanical contractor. 5. These drawings will be submitted at a future date via the design build contractors. 6. Irrigation plans and details will be submitted at a future date via the design build landscape contractor. 7. The domestic water shutoff valve has been located in the city-right-of-way as per the resubmitted sheet C-1 dated 7-01-02. 8. Irrigation plans and details will be submitted at a future date via the design build landscape contractor. (It is intended that there will be separate irrigation service and metering.) 9. A signed Special Structural Testing and Inspections Schedule has been submitted with the Construction Issue Specification dated 6/17/02. 10. Siamese connection and enunciator panels have been located by front entrance as per attachment PR1-A4 dated 7/01/02. 11. Draft-stops have been provided as indicated on Construction Issue Set dated 6/17/02. 12. Ventilation specifications and calculations have been indicated on Construction Issue Set dated 6/17/02. 13. The Mechanical contractor ventilation design will meet UBC chapter 12 requirements. 1255 Energy Park Drive St. Paul, MN 55108-5118 Phone: (651) 642-9200 Fax: (651) 642-1101 14. Refer to revised plans and hardware specification as indicated within Construction Issue Set and Specification dated 6/17/02. 15. Side grab bar elevations have been provided as indicated within Construction Issue Set dated 6/17/02. 16. Attic access door detail has been provided as per attachment PR 1-A 17. 17. Draft stop details have been provided as per attachment PR#1-A 17. 18. Fire Department lock box will be installed at front entry as per city standards. 19. Soil bearing design values have been indicated within Construction Issue Specification dated 6/17/02. 20. Fire extinguishers have been provided as indicated within Construction Issue Set dated 6/17/02. The above-mentioned responses are accompanied by the following attachment: C-1 Grading, Utility and Erosion Control Plan (Re-issued, Dated 7/01/02) Architectural Architectural PR#1-A4 (Dated 7/01/02) PR#1-A17 (Dated 7/01/02) It is Pope Associates Inc. understanding that these responses satisfy the request for additional information as per the preliminary review letter prepared by the City of Prior Lake dated June 14, 2002. Robert, if any additional information should be required, please feel free to contact me at 651- 642-9200. Sincerely, PO~~~S:~:~C. '-- ~~~ Nat n P. Miesen ----.... " ---l cc: Tom Ditty Denny Minske Brian Mundstock Bob Mueller Richard Johnson PAl File Norex Kraus-Anderson Sunde Engineering, Inc. Insites McConkey Johnson Soltermann, Inc. G:\41400\0204 7\corr\CityLtr7 -0 1-02.doc Ii ~ 1:." c.." 8~~' 117 1--11'-2" ~ ;:.; v 10'-b" /' :,'-~" 10'-1" (e I OFACE I ~ ~ ALIGN '--~ ITQ.[] ~r.0' * .<E~'\ G \:J~I WAmNG ~ . --er--j'031 (;Y~' 7 ;r I~ ~ = AS.1 I 3'-10 I 5'-4" ()I ~ r;:;- _ __ _ !=;::C ~ 'f I EL='9'9'-6" - \ I A\ I b-f CUR I- , 23'-: 8' ~, I , ---~------ ~ ~ ! II~01A VEST.? ~s ~ = LOBBY I ~ I A I ~ ~ :/ A5 CIQD ~ ~ [I@ II ~ f('\...1 I I __\~~7 I : " 2" 5" _~_ U, / : '~ - 8'-0" :...- 12'-3" III' 3'-4" il> --- \ W3 ~ "'2''--11 ~ ! (;- IJ,'( 3~M. 3'-10"__1' ~L'- 5'-4" _1t-4'-~ ~ 1 r ~ I /. ~AS.1 AS.1 J-1 I 't ~L='9'9'-b" 10 TV CD AL~GN -l 17@2 @j -.11'---, ,.., 1-' ~ . 10.. , -~-~/' <, 10P G ~" ~ Mea:~t1 r ==-~J__. SIAMESE 1----'1--':: Fe- CLOS . I '\,1192l I'" ~'BRAfryVH CONNECTION ___c::~" ~' [IEJ:~ ~J] ENUNCIATOR -- ~ ';"}~ 1'-2",,- S FD. 5''.l,,,, " PANEL '? .J I 4'-0'" 6'-11"./ 3'-6) '-8 ~: _10 3 _10 ~f-lr-' " ! ,G~ 5' I~ V @;~., ~ rr=-.J_' ~ (:JJI ~--f4ALLWAY Z "', I-- ~ 1 O]I] iil A. i ~ @)! Cl.ASSROoM .; ~ - '----./ o:m I ~ ~ ~ ~ ,,,' '" ~ I i ~ A : I 4'-0" ~ "1 f4~ ~ tfl ~i C.3 "<t I '" I I r- - ~ = I '" '}' ~ T ~ C.4 CONC. STOOP WI FROST FND. -SEE STRUCT. ~~ ~ A /v ~ "" -r---~ n "<t"~ ~ ~ -~ C.B 0.2 ~ I FLOOR PLAN 1/8-=1'-0- 5" Of [ 4'-8" OF POPE ASSOCIATES Revisions: (llj/, I/J, mllll-m047 DrOlTl ~y Dole '.'PRl-A4 ARCHITECTS INTERIOR DESIGNERS OFFICE BUILDING PRIOR lAKE, MN 1155 ENERGY PA,AA ~E. Sr.Ao\UL MNsS1OS_5118 PH. ;651)6042.9100 FAX:65"; 642-1101 NORTH PAt1 NPt.A 7/01/02 ~ I I ' I ' ASPHAL T SHINGLES, OVER FEL TSI ICE AND WATER SHIELD 4 518" PL YWD SHEA THING. PREFAB RIDGE VENT 5/8" PL YWD SHEATHING. (HOLD SHEATHING BACK FROM RIDGE AT VENTED AREAS) 5/8" PL YWD SHEATHING. (EXTEND SHEA THING TO RIDGE AT DRAFT STOP) 5/8" GYP. BD WD TRUSSES BY TRUSS SUPPLIER '9 C; 2 o /' / Cl.) I =- 1" INSUL PREFIN. MET. ATTIC ACCESS PANEL WI HINGE, LA TCH DEVICE, SELF CLOSING SPRING DEVICE AND CONT SMOKE SEAL AT FRAME PERIMETER ,".... ....- >>>". l" 22"X30" CLR MIN. <D o ;? """ ~ ATTIC ACCESS 000 11/21-1'-01 DETAIL 11/21=1'-01 WD TRUSSES BY TI'aJSS SUPPLIER / 1/2" PL YWOOD BOX JNSUL. 5 TOP AT IPERIMETER OF \OPENINGi '--If" BLOWN-IN ')SUL T' I I / , ,I 112" GYP. BD POPE ASSOCIATES ARCHITECTS INTERIOR DESIGNERS OFFICE BUILDING PRIOR lAKE, MN 11SsEII/fllGYP.a.Rl:. D'l1VE Sr.A'\uL MNss'0I3-5118 PH. (15511642.9200 FIV( (651) 642-' 101 Revisioos: alii. 1<<). 4HIXHl2047 PRt1 OrOlll by NPM Dote 7/01/02 ~'PR1-A17 July 5, 2002 Mr. Marv Heintz State Mechanical, Inc. 5050 W. 220th St. Farmington, MN 55024 RE: Norex Following are the results of the plumbing plan review for Norex building. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 1997 Uniform Building Code (UBC). 1. Submit a plumbing permit application. 2. Plumbing Plans must be approved by the Minnesota Department of Health. MSBC 4715.3130 3. A water meter and pressure reducing valve for domestic water and if desired, a separate lawn irrigation water meter must be purchased from the City of Prior Lake. Please provide a size for the lawn irrigation meter. The project was originally designed to have a separate domestic water line and the lawn irrigation supply line was to be taken off ofthe fire suppression line. Confirm the original design proposed. A deduct lawn irrigation water meter is not allowed. 4. If provided, locate the lawn irrigation system pressure vacuum breaker. The pressure vacuum breaker must be 1.0' above the highest elevated lawn irrigation sprinkler head. All items must be addressed before a permit is issued. Call 952-447-9851 ifthere are any questions. Building Official cc. Nathan P. Miesen, Pope Associates D.F. Minske, Kraus-Anderson Constructuion Company 16200 Eagle Creek Ave. S.E., Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER 9. 2002 J: 8PM July 8, 2002 Robert Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. S. E. Prior Lake, MN 55372 Re: Net Free Ventilation Area Norex Office Building 5505 Cottonwood Lane Prior Lake, Minnesota PAl Projoct: 41400-02047 Dear Robert, POPE AS SOC I A TES On behalf of Norex Inc., Pope Associates is sut:mitting for your records, A Net Free Ventilation Area Summary. Calc:ulations: Total North Attic Area: Required NFVA: Required NFVA sq. in.: Required Ridge Venting: Provided Ridge Venting: Required Soffit Venting: ,Providod Soffit Venting: B,497 s.f. (8,497 x .0033) == 28.04 s.f. NFVA (28.04 s.f. x 144 sq. in.) = 4,037.76 sq. in. NFVA (28.04 s.f. x 0.5) = 14.02 s.1./2.018.88 sq. in. NFVA (207 L.f. x 18.5 sq. in.) = 3,829.5 sq. in. NFVA (28.04 x 0.5) =14.02 s.f./2,018.88 sq, in. NFVA (471 Lf. x 10..25 sq. in.) ;:; 4,827.75 sq. in. NFV A NO. 4575 P. ,.., I POPE ASSOCIATES Architects Intli!rior Designers I' I I 1255 Energy Park Drive St. Paul. MN 55108-5118 Phone: (651 )642-9200 Fax: (651) 642-1101 ~. 9.2002 3:38PM Total Core Attic Area: Required NFVA Required NFVA sq. in.: Required Ridgo Venting: Provided Ridge Venting: Required Soffit Venting: Provided Soffit Venting; POPE ASSOCIATES JNC NO. 4573 5,307 s.f. (5.037)( .0033) .:: 16.62 s.L NFVA (16.62 s.f. x 14,', sq. in.) = 2.393.58 sq. in. NFVA (16.62 s.f, x 0.5);:: 8.31 s.f./1,196.64 sq. in. NFVA (104 Lf. x 18.5 sq. in.)::; 1,924 sq. in. NFVA (16.62x 0.5) = 8.31 s.f./1,196.64 sq. in. NFVA (137 L.f. x 10.25 sq. in.) = 1,404.25 sq, in. NFVA 6,395 s.f. Total South Attic Area: Required NFVA: Required NFVA sq. in.: Required Ridge Venting: Provided Ridge Venting: Required Soffit Venting: Provided Soffit Venting: (6,395 x .0033);:: 21.10 s.f. NFVA (21.10 s.f. x 14'" sq. in.) = 3,038.90 sq. in. NFVA (21.10 s.f. x 0.5) = 10.5 s,f./1,519.2 sq. in. NFVA (161 L.t. x 18.5 so. in.) = 2,978.5 sq. in. NFVA (21.10 x 0.5) = ~ 0.5 s.f. /1,519.2 sq. in. NFVA (352 L.f. x 10.25 sq. in.)::; 3,608 sq. in. NFVA Robert, please feel free to call me at 651-642-9200 or via e-mail nmiesen@popearch.com with any questions reg3.rding this submittal. Sincerely, POPE ASSOCIATES, INC. cc: Tom Ditty Denny Minske PAl File Norex Kraus~Andersc~1 G; \41400\0204 7\corr\V entCalc6-13-02.doc P. 7/7 ~. 2002 'l I '; r j ,j 0 POPE ASSOCIATES IN NO. 4573 p r; I POPE ASSOCIATES Architects July 08, 2002 Interior Designers Robert Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. S. E. Prior Lake, MN 55372 Re: Responses to preliminary Plan Review Letter Dated June 14, 2002 Norex Office Building 15505 Cottonwood Lane Prior Lake, Minnesota PAl Project 41400-02047 Dear Robert, The following items are responses to the Preliminary Plan Review Comments dated June 14,2002. (Attached for Reference) 4. Energy Envelope Calculations will be submitted at a future date via the design build Mechanical contractor. 9. A signed Special structural Testing and Inspections Schedule will be delivered by Norex. 11. Draft-stops have been provided as per attachment PR2-A1 12. Revised ventilation specifications and calculations for each of the attic spaces have been indicated as per attachment. 16. An attic access door detail has been provided as per attachments PR2-A2 17. Clarification of the extends of the ridge veilt and draft stops has been provided as per attachment PR2-A1 18. Doors 122A and 1688. which access the North and South Maintenance Areas, shall have signage located on the door that reads: "Service Personnel Onll'. The above-mentioned responses are accompanied by the following attachment: Revised Net Free Ventilation Area Calculations (Dated 7/08/02) Architectural PR2-A 1 (Dated 7/08/02) Architectural PR2-A2 (Dated 7/08/02) ~ 1255 Energy Park Drive St. Paul. MN 55108-5118 Phone: (651) 642-9200 Fax: (651) 642-1101 ". 9.2002 3: 37n/[ POPE ASSOCIATES iN NO. 4573 It is Pope Associates Inc. understanding that thesE i-esponses satisfy the request f::Jr additional information as per the preliminary review letter Drer ared by the City of Prior Lake dated June 14,2002. Robert, if any additional information should be required, please feel free to contact me at 651-642-9200. Sincerely, POPE ASSOCIATES, INC. ~~CJ'-~ N~a~ P. Miesen cc: Tom Ditty Denny Minske Brian Mundstocl< Bob Mueller Richard Johnson PAl File Norex Kraus-Anderson Sunde Engineeririg, Inc. Insites McConkey Jor-,ns:m Soltermann, Inc. G:\41400\0204 7\corr\CityLtr7 -08-02.doc P. BRAUN'M INTERTEC Report Number: Project Name: Project Address: Client: Weather: Type of Inspection: o Continuous g.. Periodic Did the architect or en Special Inspector Daily Report City of PI /~H (<( A .e ,/ Ie-/ / III ,j, " ,', I ( / I I ," ~""'-I ' /' t~~~~ ~ -' . I, \.. ""_ I J' ." , _ ,4/0,.,.. \( (~/ l.'t,,,", t2. r <:/"') , ro I- r":. l<'- I .' , .,,_t>()_.~) (.- ~':",ll [L-.'[~(':r I.~, / Page of q. /,,/' C.:::L., 8("))'>;- ()~ -. e,-o c. Date of This Report: Project No.: k>4 Client Pr~ject No.: Temperature: ..,......~. i:~C._l "-' ( ( /_"/11--- Inspection Coverage: o Masonry (J]/Welding [}/Boltin o o Tendon Placement 0 Other lans? Yes 0 (Listed Below) Rebar PI acement Concrete Placement Foundations Fireproofing No D Ie i; ;') f I, ,"-" I 1-- Description and location of work completed: CD (;'1' ('(/~ A " I'::: l '~7"-.,...s;: "/" ~ ~ /c( ~: , I !. '. )', (tr'),,,,,, I:'" ( . \;.~.~) (',:'~ /~.b /.,..~ I }iO i~ (/ ~,,) l,<"" ' ;..', ("c..,; 'j ! C'I" I, t) J I ,'...' ) il 76:;/"', Ie I I I) r , /\ .:/' (,., ('/ /.1, :..) ,,;: C; I' .-E-'; _ - i' I. (I. _ "', . / ,,> ~"' ,; '...1 / / ,/ :'1 ,''7 ,,/ L~ '"'. I / / /..1 hc.'/ LI) 1 (>tC/ I .iI, 'r 'I / fC11I'7cd I ,~I J') {' f (" .....::.::, ./ )Ii.; {.( ,. "(. ) ,/<; j (j 1/11 it j ,..;' 1 i <;<< t'l (:"/" I (" f' '/ I ,...I ,.I "I( c 1 i"::;' ,( (7 (,,~ ! ~'~' , ",';' cl I /1 ,( I I (i .' / (' / I i, 1- ""..:. ; ,Jr.. ! ,.., /./ ._~',~.~. --1'-"'" i , ,('[ ( ," x J.. ./ / In -..', ! .~I C" I , /' '/ :~_., j::"';J' '. ..:/ ' ,,,,., / 1",-;:~" .1 ;'f ,1,_;/ I 1<:, y.., /- [(,,.,.;;? I I ~ /) (<.-, ( , ,'.,) j/;'" (''t t" // :/ i ( /1' (-;- ~_~. /. 1 (~r __ (-~ / ,~, j {' /.'} ,.r; / C{ ( -to' /\ (.("'-' . -;')1 (' (: I" '1' C(, 1 7 C, i /(" List tests performed: i/I ~> C.""'! ( . . Are there any discrepancies noted from this day's observations? Yes 0 Are there any outstanding discrepancies on this project? Yes 0 If yes, see attached Summary Sheet. N () q/ No W/ To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the UBC. except as noted ahove. /;~ /'',- Signed: ,:"";:> /" Print FuIJd~ame: . ~~~~:.:;::.-..~;:~:'~S,..., { ".! .J-'^I"~/Jj~ ~,c.\":; ,1"',-::{/'1 , Date: . i ;-/ 0;( I.D. Numher: -5..{-'>,.;< ~91(:;' 2"};:;--' (White copy to Braun Intertec file. Yellow copy to General Contractor.) Irm\sp~consp.4 112.~i95 19209269801 09/23/2002 11; 11 FAX 19209269801 ExcelEnglneerlng @Ol e!!~Ef!!; 100 Camelot Drive . Fond du Lac, WI 54935 Phone: (920)-92669800 Fax: [920)-926=9801 E-mail: info@excelengineer.com FAX TRANSMITTAL TO: FAX # 651-488-8432 PHONE # 651-605-8134 COMPANY Custom Drywall ATTN: Dan Lynch FROM: Joseph Wilkum DAT~~V JOB : 90 (Norex) RE: Dan, Raw! Zamac Nailin fastenerJ may be used as an alternate bate connection to concrete. (1) 1I4"dia. JRaw/ Zamac Nailin' with (1118" min. emb.) @ 24" D.C. typical. (2) 114"dia. 'Raw[ Zamac Nailin' with (J 118" min. emh.) at alljamb studs. Please call with any questions. Number Of Pages Sent (Including Cover Sheet) Hard Copy to Follow VIA MaH~ 0 Yes DNo 1 cc: This faailirrdJe lTammission is intended only for the addrellSee named above. It. conta,iM infonnalion that if privileged, confidential or otherwise protected from use and disclosure. If you are not the intended recipient, you art! hereby notified that. any review, disclosure or copying of this transmission, or the taking of Bny action iD reliance on Its content, or other use is strictly prohibited. If you have received this transmission in error, please notify us by telephone immediately so that we can arrange for its return to us. Thank you for your cooperation. DocUIlJCDtl 3/9101 ~.::J2 15: 11 CUSTOM DRYWALL ~ 99524476626 1 '32092698[11 FAX 19209269801 ElcelEnglneerlng NO. 693 1;103 OJ..:.'2.5.:2002 1l~2S ~Ol E,~e~~ 100 Camelot Drive Food du Lac, WI S4935 PhoDe: (920).'26-9800 Fax: [930]-926=9801 E.rnail: info@exceJengineer.f:om FAX TRANSMITI AL TO: FAX # 651488-8432 PHONE it 651-tiOS.8Md COMPANY Custom D",walt ATTN; _Dan L,nch FROM: Joseph Wilkum DATE: Sel!.e.'tfIber 25. 2{)(J2 JOB #: 206990 (Nore~) RE: All stflds, tr<<k, "rid $trapping need to be tont. umplieed 111 the inJerior X.bTlIces. The track tun be spliced lit the X-hroces per the flttaehfd splice detail The dbl. end 'trias at the interior X-braces can align wilh th, interior face of the enlrior stud wall per the projec' en,. Pkase Cu.U with an, questions. Number Of Pages Sent (Including Cover Sheet) Hlrd C..Qpy to Follow VIA Mail: 0 Yes DNo 2 ee: This factimile ltaD9m1sslon ls IDteDded only for tbe addressee named abovt'. It conlains informatiou WI 1s priviJeeedt coafideatial or otherwise protected from use and ~toflwe. ar yau are DOt the iDtended recipient, JOU RI'f benby .oUfIed Inal any ~"iew. discloliUl'e or copyl.ne oCtbiil transmission. Or 'die takmg of lIay action in ntiante on ila ,oQkot, or lUbe.. use is stfi<'tly prohibifed. lfyou b."c ~ej'fed mii u-mwm..ion in error, please .otU'y Wi by tehtpboDe immedioicly SO thuc we can Ilrrange for its return to ""', T..... you for YOIU' ~peratioD. _~02 15:11 CUSTOM DRYWALL ~ 99524476626 09.'25,'2002 11:25 F.U 19209~6UCll E1CelEngineerins ND.693 11'04 @02 ..I.".... 1 1 , ~ (12) tllO-lb SCRE~~ (EA. SIDe OF SPL.lce) c:."b-!51)-lb X "-4" l..ON6 "ENTEReo ON SPL.ICE: I I '* AI H i Ii . T3se;-114-1 f!l C.ONT. mACK TRACK SPLI,,=- [:)ETAI~_ .KJ;~' -''* DeSCRlPTtO~ NO"IC.ICi OFFI'-!' SUILDIN6 nnWTIUJ~TOIIt G.UITOM OR"'~Ll 11Hff,T: A BRAUN'M INTERTEC Report Number: Project Name: Project Address: Client: Weather: Special Inspector Daily Report City of Prli7r LLA 4c CJ IC,{{- +(;(( ("4) C)N / #~ ~ ;;, 0: :Z:^,~:'!;; . " kA Pc . Page of I Date of This Report: Project No.: <-J - -:::;{)-{)-<: AOQX O~ V;(]C Client Project No.: Temperature: -- )"'" ~/( Type of Inspection: o Continuous Gr.... Periodic Inspection Coverage: o Masonry []/' Welding o Bohin Rebar Placement 0 Foundations Concrete Placement 0 Fireproofing Tendon Placement 0 Other Yes 0 (Listed Below) No 0 Did the architect or en Description and location of work cnmpl eted: If) (,~ , . d " .A. ;:- (, ~~ ' I -<- l:J h f J ,,,. 1 e (j;~ i , c,," /'/0:] c, I ,Ir"",!"" (,<' C. Un,~ I,. {Ia,~. ';/Jil ):,J," (/~ sl" ,.1 <', U "d 'b"'l b.,.,.,4)", J /",' t' "Y (' - J ~'''' "n.-, 7 <- r, (j r _ '-VI' ( ~ __ )"'FI j, ~'" \. -d:.' '~r'" V'--'. - .,- ~ ~ _ List tests performed: J/;-.s L "t I . Are there any'discrepancies noted from this day's ooservations? Yes 0 Are there any outstanding discrepancies on this project? Yes 0 If yes, see attached Summary Sheet. No J21/ No ,0- . . To the best of our knowledge, work inspected was done in accordance with the approved plans. specifications and applicable workmansh~ pr~~_sions of the USc, except as noted ahove, Signed: //~-;t> ;-,,;:;~~;'-' "Date: 'j - -~-od.. .."'" /4'Y . PrintF.Yi"~~~e: J,., r'I"I)/ -1 (~(':-!YrCV\ I.D. Numher: --.:::../~:;{,:;?")/'J _ .;?(~ (White copy to Braun Intertec file, Yellow copy to General Contractor.) Irlll\sp~",nsp.4 112.~!9.~ DATE: December 12, 2002 TO: Bernie Fiedt, Building Inspector f\~ cc: Sue McDermott, City Engineer FROM: Nate Briese, Engineer Technician II RE: Norex For final sign off on the permit 02-0835, we will need an asbuilt drawing of the lot and infrastructure. Include plan and profile. We would like to have a full size mylar, digital format, and 11 "X17" paper. G:\MEMOS\NA TE02 DH-jl-L~~l(llIEI 14:41 )jATEMHHA~!(Al!~L (fAA'1 ~}IH1~lq4 r. ~~~/~~1 DEC. 31. 2002 2:28PM SPECTRUM LABS NO.9!6 P.l LABORATORY ANALYSIS REPORT DATE: December 16, 2002 PAGE: 10fl CUENT STATE MECHANICAL. lNC. 5050 W. 220TH STREET FARMINGTON MN S5024 PROJECT NO.: COLL'ECFlON DATE: COLLECTED BY: RECEIVED DATE: PROJECT DESCRP.: 121202-300012 12/1V2002 Client 12/1212002 Norex 5505 Cottonwood CONTACT: Mark ANALYSIS COUF'ORM COULERT E. COll (SM 9223B) UNITS POL Sample No..' 56001.001 Sample lD.: Lunch Room Sink ANALYSIS DATE 12/1312002 1211312002 RESULt Absent Absent ND meanJ Not Detected Or below reported PQL PQL mea.ns Practical QUanlificarion limit Abjent means that no Total Coliform Bacteria were present in, 100 milliliters ofrlle sample. This report has bi!efl reviewed by ~fOT technical accllracy and completeness. The analyses were performed using EPA ar other approved methodologies and tile resulrs were reported on t2n "as received" basis unless otllerwise nored. The resulrr reported rel(Jt~ only to tfle items tested. Pl~ast conract me if you have any quesrions or commentS regardIng this report. Spectrum Labs, Inc. appreciates the opportunity to provide rTlis analytical service/or you. ~~in'dBY' B ce N(J~ Laboraro~~ager BN:mmb 5600J Jr'j2/J1 /o~ As Q muTUal prntu.lion. 011 "POI'll on,,,bfrl;Hed in con.fidmlialiry and 1710)/'10/ be reproduced rrupr iIIjidl withour wrlrr.t" au/htlrl:JJ/;on. PRIOR LAKE STATE BANK IRREVOCABLE LETTER OF CREDIT NO. 1346 City of Prior Lake 16200 Eagle Creek Avenue Prior Lake, MN 55372 January 10, 2003 Dear Sir or Madame: EXPIRATION DATE: July 10, 2003 Prior Lake State Bank hereby establishes an Irrevocable Letter of Credit in the amount of Seventy Three Thousand and 00/100 ($73,000.00) U.S. Dollars in your favor for the period beginning January 10, 2003, and expiring July 10, 2003, for the account of Norex, Inc. This credit shall be available against your draft at sight on us accompanied by the original Letter of Credit. This Letter of Credit sets forth in full terms of our undertaking. Such undertaking shall not in any way be modified, amended or amplified by reference to any document, instrument or agreement referred to herein or in which the Letter of Credit is referred to or to which this Letter of Credit relates. Any such reference shall not be amended to incorporate herein by reference any document, instrument or agreement. Your draft so drawn must bear this clause: "Drawn under Prior Lake State Bank, Prior Lake, Minnesota, Irrevocable Letter of Credit dated January 10, 2003. We hereby agree with the drawers, endorsers and bona fide holders of all drafts drawn on and in compliance with the terms of this credit that such drafts will be duly honored upon presentation to the drawee. In connection herewith, we specifically waive our rights (if any) including but not limited to Section 5-122 (1) A & B of the UCC Code, to defer or delay honor of any sight draft. This Letter of Credit is subj ect to the Uniform Customs and Practices for Documentary Credi t (1993 Revision) International Chamber of Commerce Publication No. 500. Sincer?_ll-z i~..2 ~rt J. Facen Vice President Two Locations: P.O. Box 369, 16677 Duluth Avenue SE, Prior Lake, MN 55372-0369 (952) 447-2101 14033 Commerce Ave NE, Prior Lake, MN 55372 FAX (952) 447-3337 www.priorlake.com KRAUS-ANDERSON CONSTRUCTION COMPANY BUILDING DIVISION 2500 MINNEHAHA AVENUE, MINNEAPOLIS, MN 5 ~~ @ ~ U ill ~ w~ PHONE (612) 721-7581 FAX (612) 721-2660 I JAN 1 7 2003 Letter of Transmittal By TO: CITY OF PRIOR LAKE INSPECTION DEPT. 16200 EAGLE CREEK AVE. SE PRIOR LAKE, MN 55372 DATE: ATTN: RE: 1/16/03 JOB NO: BERNIE FIEIT NOREX INC. 4568 GENTLEMEN: WE ARE SENDING YOU _ Shop Drawings _ Copy of Letter X Attached Plans Change Orders Under separate cover via Samples Other: The following items: Specifications Copies Date Description 1 1/02/03 CITY OF PRIOR LAKE INSPECTION REPORT 1 SIGNAGE PERMIT APPLICATION - $30 CHECK - 3 SIGN PLANS, SHEET Al.l 3 LANDSCAPE PLAN, SHEET L1 - 3 AlC SCREENING PLAN, SHEET 1 - 12/23/02 1 LANDSCAPE ESTIMATE - SEE BELOW 1 PRIOR LAKE STATE BANK LEITER OF CREDIT 3 AS-BUILT GRADING PLAN, SHEET Cl, REVISED 8/21/02 & 9/16/02 THESE ARE TRANSMITTED as checked below: _ For Approval For your use _ As requested For review & comment For your records _ Approved as submitted Approved as noted Returned for corrections Returned as requested Other: _ Resubmit_copies for approval _ Submit_copies for distribution _ Return -----.fQrrected prints Prints returned after loan to us FOR BIDS DUE: ,19 REMARKS: VALUE OF UNCOMPLETED LANDSCAPING IS $58,400 X 125% = $73,000. FINAL PARKING LOT STRIPING WILL BE COMPLETED AFTER BITUMINOUS WEAR SURFACE IN SPRING OF 2003. COPY TO: KIITY MAYNARD /TRANS STEVE DOUGHTY - POPE /TRANS SIGNED: DENNY MINSKE - VICE PRESIDENT If enclosures are not as noted, kindly notify us at once. ()i'/~.! ,b ! . .l. /, , "I.....I . " ~\ - \ is F (L--G- February 6, 2003 Mr. Denny Minske Kraus-Anderson Construction Company Building Division 2500 Minnehaha Avenue Minneapolis, MN 55404 RE: Norex, 5505 Cottonwood Lane Screening for ground-mounted mechanical equipment Dear Mr. Minske: This letter is to inform you that the above referenced screening plan received by the City of Prior Lake on January 17, 2003, has been approved by the planning department, subject to the following conditions: 1. Screening shall be installed as shown the plan dated December 23, 2002. 2. The plantings shall be guaranteed for one year after project acceptance. I have enclosed a copy of the approved plan for your records. If you have any questions concerning this letter, please feel free to contact me at (952) 447-9813. Sincerely, ~} ~rLC Cynthia R. Kirchoff, Planner Enclosure c: Robert Hutchins, Building Official 16200 Eagle Creek Ave, S,E" Prior Lake. Minnesota 55372-1714 / Ph. (952) 447-4230 / Fax (952) 447-4245 AN EQUAL OPPORTUNITY EMPLOYER "....'.'....'.',:'..."j ""':"'~'~""\':'! / . i / ';/ I . Jl=lN.16.23a3 8:4B$:lM PRIOR ~ srl=lTE BFN< NO.S15--P.2.1'~ PRIOR-tAKE STATE BAN"'1 :tU.EVoeam.2 LB'1"l'ER OP C!liEDn NO. 1346' C1~ of Prior ~ake 16200 :Bagle Creek Av~uc Prio~ Lak., KN 55372 J~uary lO~ 2003 Dear Sir Or H~~~~: BXPnM'rON'DAD: July 1.0, ~OD3 Prio~ Lake Sta~e ~ank hereby establisb.. an I~evoeahle Letter g~ Crad:f,t:. in the ~t: of Seventy 'rhre. TboU81U:1od I!U:1d. 00/1.00 ($73,OOO.OQ) U.S. Dollars ~ yo~ fAvor fot' the period. beg:;nu~'I':Ig J~ 10, 2003, aQd ~~~g dUly 10, 2003, for the aecount of lforez, L;ac. This cred:lt: shall. be ava:Llable 4gaUl.8t your drut; at sight on us al;=ompanied bY' the O~iginal Letter of ~tlc11 t . '1'h.:ls Le1:~e:' of Cred:i.t .lSt.. :forth .in &11 t:B~ of our undertaking. Such 'W:ld,ertaJd.Dg shall Dot in <my way be mo~f;i.ed, iDIIe!lded Or empl~fied by ~ef~~ence to any Qg~t, ~~S~t Or agreement: referred t:o :b.e.t-e.:i.!l 07;' :t~ which the Letter of Credi.t: is 1"eferrecl to or to wh1eh ~hi. Lette~ of Cre4it ~lates. Any such r.fer~e& shall n,gt:, be -=enQed to ;i.ncgrporate herein Qy refe2:>et!.ce any document, inst~t or a.greeJMtJ.t. Ygur 4ril.ft:. 80 dra~ DII1St beilZ this elause: nD%'ii1In 1m~ Prio~ Lake State Bank, P~ic~ Lake. -innesota, Xr.reVO~ablB Leete~ of ~dit d4ted January 1Q, ~003. We hereby .agree with 'the cb:&.we:l:S t endorse;z;"s iIZ1Cl hona fide holders o:f &3.1 draft.a cl1:'awn CD imd itJ. comp~.i.auce w:i.t~ the tB:O:ruil of thilJ c:redit. that:: such ~ts wil3. 1:3e Clu1y hoJ::to:-$d 11);lcm presllD:t&t:io~ to the ~Wlle. IA ecnmect:i.OZ1 he:rewith, we speC:!i-f;l~al~:y wa1~ our r:i.gAt:S (if any) i.z3.t;1~ but Det l:bD.:i.ted. to section 5-122' (1) A Ii !l ot the t1C!C Code,. eo defer or c1eb.y hcnor of any sight draft. '1'h.:i.s Let:t:er of Cred1t: is lIlubject to the 'l7A.i.fQD1 C'U..stmns . and p:r;actioee for DO~t~ C~edit: (19.513 Re"1il1.io:a) ~~e~at:.j,o~al ChaIIIber gf Cammerce PublicatiCIU !fo. 500. obert J. J'acaJ:l Vice .P2:'esiclent Two Locations: P.O. Box 369, 166n DuliJtfl Avenue Sf. Prior lake. MN 55372-oa69 (952) 447-2101 fAX'(952) 447-3337 1-4033 Commerce Ave NE. Prior Lake. MN ~72, WWW.JlIiortR.com ZOO~ JNI IIDION tsss Ltt ZS6 IVd CT:OT CO/9T/TO MN HLUQ LUU~0 ~ 01U0 ra^.u~~ 4~' ~~,~ ~ orz\~ y s/c:;,!o 2- ~. '- ./ Determining Allowable Building Areas FIRST: Determine TOTAL ALLOWABLE BUILDING AREA. (total gross square footage): Example: 2 Story, V-N Construction, B Occupancy, Sprinkled, Open 4 Sides (60 ft.) Basic (5B) 8000 Stories X2 (16000) S"ril1kled X2 (32000) Open Yards X2 (100%) 64000 64000 square feet would be the totaJ gross square footage of the overall building. SECOND: Determine TOTAL ALLOWABLE FIRST FLOOR AREA. Example: Same Building/Same Design. One Story Calculation.. '3 ",(lh opeN 37,2-0 17" ?,s c 12. '5 r~ Basic (58) SDrinkled Open Yards Sl r;'J 8000 X3 (24000) X2 ~ ~t)OO ; sG>.O=c.> I ?t Z5'..,~ orFtJ 50'/0 CLlNfA)e WAt.-il..A;<>~ fy.,-,~ 7 ~~ f 1,(: . j;J) '---' 48000 square feet would be allowed at the first floor within this building, but the Lor" Total Building Gross Square Footage may not exceed 64000 square feet in area. 3:5 THIRDL Y: Determine TOTAL ALLOWABLE SECOND FLOOR AREA. Example: Same Building/Same Design. Multi-Story Calculation. Basic (5B) 8000 Sprinkled X2 (16000) Open Yards X2 (100%) 32000 32000 gross square feet would be allowed at the second floor within this building, but th~ Total Building Gross Square Footage may not exceed 640(t:Square feet in area. 1\(1. 11,(3i\3 2 -, .3"7 G:,'3G::> 'I. i-:,-, C. 'J (~,;- L I -I- PA S"I'_,( ..<./1' '11..!\ <"'?:'r~IO < <"'C0000 o \z. r of< -.3... - N (5.'-., b . F. Occupancy Load l. 2. Sq. Ft. per Occupant (Table 33-1) Total Occupant Load :Sf./ r~C+,\ 4 o. 1- II. DETAIL REQUIREMENTS: A. Table 5-NSections 1803, 1903,2003,2103. 1. 2. Opening Protection Wall Protection -b- CJ B. Fire-Resistive Requirements (Table 17-A) ~ C. Type Construction Requirements 1. Chapter ;L - N D. Occupancy Requirements 1. Chapter B> Exiting (Chapter 33) Le,...,c:.."\bt 250 E. \ , () \ C\_ 0 r NM LuNUr\. ILt>Y'--" F. Fire Extinguishing Equipment 1. Sprinkler GffS Is 2. Standpipes ~o G. Roof Covering Required ,- ^. , :'::X! ....Ii{.. ~ (0 1. Fire Retardant 2. Ordinary H. Handicap Requirements) -PA.~\.( I"'~ 0 k. \ VAN ~~s Q((.. uJe D.:r ) -. ,. I. J. Sanitation Ventilation Set: c:;:!+~ ^. 02. \ ') c.. fvv'-. PbL a c. __ Plreview ~:Jj .!.)> .- en qJ: m z o r o en c ::IJ m m r m ~ -I (5 Z "-> --J I 1 .. 10'-4" 1'-4" -'.- ~ -I--- 1---_ 1--_ 1---- 1---- -I-- - I ~ f--j I---- I-- r --I ---J _ q H ~ --.j --.j f--I --,.----, --j ~ I--- --I - 1---1--- _ _I-- - 1----1--- I--- _ ---- '--1-----1-- - - I--- _ I--- I-- 1---1--1--1-- _ I-- - I-- I-- I--- I-- I-- I--- I-- I-- r- I--- I-- I-- ---J - G' I --J - ---L - D L-I ~ -J-J_ --I I-- 1--- r----11-- _ --1_ _ _ 1--1---1---=--1---1--=- 1---1--1---- __1---1-- _ I--- - _ 1---1-- _ '--_-I--- _ '---~I----=-I---I--~- 1---1-- I-- _1--1---1--- I--- I--- ~ H y ,--j I---- T 3'-0" --.001 I -"I ~ ~ ~~ r==I~ =- -,= e- \-- =c::~F\ -f- F\ '--' c-i\ e.-_ H - c'- - '--:= I--e.- l- I-- '- '- -I- -- C e.- I-- =-1=1---= -- ~= - '-- ~I-,- -- f- = i== '- f-e- _ I- f-L- -e.- - = r-c e-_ f- - == 1--_ _r= c: -_ e-_ e.- -_ I-- =e-F,- -\--. f- '- -I--- f- := t::: ~- -=- I==I--~-= e-~ <= f- <=1- - -f-. ::-1-- f- f-.,- = f-.t=J -- fI - '-I -= r=h --f-t/ :~~y -~V ~V ~ J CITY OF PRIOR LAKE ORC PROJECT REVIEW CHECKLIST PROJECT NAME: NOREX SITE PLAN An application for site plan approval for the development of a 16,000 square foot office building. APPLICANT: Norex PROJECT ENGINEERS: Nathan Miesen, Pope Architects 651-642-9200 CONTACT PERSON: Tom Ditty, Norex 447-8854 SITE INFORMATION PID#: 25-296-002-0 LOCATION: 5505 Cottonwood Lane This property is located in the Waterfront Passage Business Park on the southwest side of Cottonwood Lane. north of Adelmann Street. EXISTING ZONING: C-5 COMPREHENSIVE PLAN: C-BO PROJECT REQUEST: Review site plan, i. DISTRIBUTE TO: I APPLICATION FOR: I Frank Boyles . Bud Osmundson Administrative Land Division . . Sue Walsh . Sue McDermott Comprehensive Plan Amend. . Ralph Teschner Conditional Use Permit . Chris Esser . Fire Chief Home Occupation .~ lob Hutcl1ins ~ . Bill O'Rourke Rezoning . bon Rye . Site Plan Jane Kansier Preliminary Plat PUD DNR - Pat Lynch . Minnegasco Final Plat County Hwy. Dept. Watershed Dist. Variance MNDOT . Telephone Co. Vacation SMDC . Electric Co. Mediacom Cable Met. Council Date Received 4/24/02 Date Distributed 5/3/02 Date Due 5/17/02 Complete Application 5/3/02 Date Distributed to 5/3/02 DRC Meeting 5/23/02 Date DRC Publication Date NA Tentative PC Date NA Tentative CC NA Date 60 Day Review Date 7/3/02 Review Extension I :\02fi les\02siteplan \norex\referral.doc Page 1 I have reviewed the attached proposed request (Norex Site Plan) for the following: Water City Code Grading Sewer Storm Water Signs Zoning Flood Plain County Road Access Parks Natural Features legal Issues Assessment Electric Roads/Access Policy Septic System Gas Building Code Erosion Control Other Recommendation: Approval Denial Conditional Approval Comments: Signed: Date: Please return any comments by Friday. May 17. 2002, to Jane Kansier, ORC Coordinator City of Prior lake 16200 Eagle Creek Avenue SE Prior lake, MN 55372 Phone: (952) 447-9812 Fax: (952) 447-4245 I :\02fi les\02siteplan\norex\referral. doc Page 2 POPE ASSOCIATES Meeting Agenda Re: Norex K.A- Building Division Subject: Design Review Committee Meeting City of Prior Lake Date: April 25, 2002 Topics: 1. Site Plan a. Parking Stall Count b. Sidewalks c. Building Setbacks d. Site Lighting e. Trash Enclosure f. Fire Lane Access g. Landscaping h. Monument/Building /Address Signage i. Site Utilities j. Storm Water 2. Building Plan a. Building Materials b. Building Lighting 3. Future Expansion a. Permitting Process b. Expanded Parking Area c. Landscaping d. Building Setbacks 4. Schedule a. Site Plan Submittal b. Staff Approval c. Building Permit Submittal d. Permit Issue e. Start Construction 4/24/02 TBD 5/24/02 6/7/02 6/10/02 G:41400-2047/corr/mtgagenda,doc .u02 2: 17PM POPE ASSOCIATES INC NO. 3370 P. 1/2 POPE ASSOCIATES Today's Date ~.'Z(. 4'2- '255 Energy Pari<. Drive 51. Paul, Minnesota 55108-5118 PHONE [651J 642 9200 FAX (651J 6421101 FAX TRANSMITT AL ~;;;~-_.".- --:--"-"-'-~~'~~G:~--' ....11I_....._..,..........,..... ........, __ Itn.: . ~;:~~~~~.~::-L{1~~ -'-." _.._~e-~_~===, -....-..-..'...."-......,'...._'''.....,....._'----_.___.___........,., ~~~ ----_L ~\li ORIGINAL TO FOLLOW BY MAIL: I Yes 0 I No ~ 1 R.m""'" ~ ~t . it .. r~ OW c.ode -lOW r~V\e~. ~ ~j~~ ~ '1t:=U """""u~ '.~ tk aWl"" -.s ... . Copy To: -d 2... b t.(-o.v. 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"T1 C , . . 0 ;u ~ 6 ....... . ~ gll rn /'TI CJ 06 0 0 /'TI n nn :s 08 0 !' 0('") ....... , Vl , ...... 0 I tb , I ('") ~ I I ~ ~113 l'l , >, I I , I I I 0 00 00 ('") n nn ~ . !' ~r> J t. 11: 44AM POPE ASSOCIATES INC NO. 3732 P. 1/2 ~ ASSOCIATES " , 1255 Enetgy Park Drive Sl. Paul, Minnesota 55108-5118 PHONE C6511 642 9200 FAX C6~1J 64~ 1101 , Today's Date ~. ';r1:r2- ~ V\1 \Ii!. ~ ORIGINAL TO FOLLOW BY MAIL: [yes O~NO~ -~~ ~ ;,;:,t'1AV {'--.II ~ ~ 1~" ""'~. (~/ ~t'-~o ~~3~.~.2:: E-,cc.Q7~ c17- ~JhZ- Copy To: _ _ ,Signed: If there are any problems receiving this fal please contact: !3;'.FOAMSlFall Coversh8eLdcx: "01 1144~ i ~p~S~.~CIATE~IN~ - - - - t I @----+-- .-.-- I- I L____. I I I I I @----r- @--_ L L' 1 I @--- r (@----+- I I I 0-- : ! (!)--. - -r- L @--- @-- @-- A N ar.J,t., NO. 3732 P. 2/2 ~ [@!] OFFICe DID r E:-'2.D Wt" . _ 6'(". , I I I w~ U JItR. PR~ 1'b \ \112-- ~I ~lwJ~ APJO v6= L 110~ FECEP. - ~ OFFICE 1'08 I orTI(% OIQ] .0I"flCE OFTI ' 11881 ~ - "'lP ~l ",. HALLWAY '" c:l~. 191 - - ~..iI~ 1193 I OFFICE ~ 11891 11871 "-...... ,----- r --! .... ----------..- JUN. 11. 2002 1: 18PM POPE ASSOCIATES INC NO. 3863 P. 1 POPE ASSOCIATES Today's Date ~. II- f/;2- 1255 Energy Park Drive St. Paul. Minnesota 55108-5118 PHONE (651) 642 920Q FAX [651] 642 1101 FAX TRANSMITTAL 0: CI Jt!' Ph..e J..e- ORIGINAL TO FOLLOW BY MAIL: I Yes 0 I No &J RemarkS: ~ I -r ?AM. ~\\Z.~lV\~ ~ "evl~. s~.hc.. ~ -= ~~:\I~S~~:~~~~~~~ '/.,>?- yM.{ic.. ~Sl... ~kl. ~.A r~ -t.. I.l\e .t aJ 11 VIe1iVJ~ S(l1lL &\'; . ~e.S) \V\~ ~U a-r~I" ~;~Q) 9VI~ rra~ c.""n ~+ t.tOUV- ea.Y'h~t a.o~VIeJ.'f.Uf.~ c:5Il th~f we- 11t1~ dlJevf 1~ Copy To: Signed''1~ If there are any problems receiving this fax please contact: G:\FORMS\F$ll Caversheet.doc ~? f~ f f f f ~f ~ ~ r- i --1'---- i -.\" I j ----.-' I' Ir 1----1'--' , i +- , r T ,----------------, -, i ~, 0--~': 'I' . I _ .: 1""\11 :. I I " " ~ : 1 ~, ,~~~ I" ,~ , : : I ~ ,,=1 I ~I I II I : : i !t u_m i i l \~ i I ~ i i ~ i : I , II~ " " , .....; , I @--: --r-- ~1 ~ - ~-----h l-/ - >iI' --1 i I ' II' I' 'I l' , I 9--i --- II!\ -- I 1-1----*- -- ~-i ~- -t-- Lll ~Ii 7 I! Ii ~'jb :r' I : 1~7 'IT--n- IT ~ ~I : I , I L ' I I r..J. ' I J' ~ ' ' I I \ I - : I ~ - } I : I \,1 I I i l r-I ~ ,7 : U ~ i: '- ~h i i i : i E 7 !! ~. - t ~ .C ~i : i , I r' \ i";; ~-, I t' ~ I ' ! i ,~ 7 : ~l ~!: .C, ~! i I [I ~I -tP---: I~ II , I i '7 I' 'I ~ l,r I ' ! i r-, :! !: ~b i I e-T~J _ ~! :7 __ ~~- [----1 -~ _ '=l ~~:7 _ L+l ; ! I \JI i ! \ ~ fui ~i~ ~ ~ i ! "ir1 Z/Z'd E98E 'ON :lNI SalVlJOSSV adOd Wd61 : 1 2002 'II 'NGr ~.2002 3:37PM POPE ASSOCIATES 'N ~ P. 47 I 4;' 2"> AS.i.. .'. ,-:::;.r ~".r~;;,."'."\~'"f [0.", POPE ASSOCIATEs "'~,"'.'.','.r,,", ~t \ R~isiunl; r!Ul.~, ~HD1H\11J11 U!l~ Er.I~ ,.-"..: O!uvt ST.fN,B.., ~N~loa..".l'llI PII. ,,~I) f,.I.Z.7011JO F...(a.~1IMl'1,al OFF1CE BtT[. PRIOR lAKE, -l~G Crimi ~I Dol! ''''PR2- AI PRI2 Pft'lol 7/00/02 A I'CHITEO'S INTERIOR DESIGNERS . 9. 2002 3: 37PM POP E ASS 0 C I ATE S ;;; C NO, 4573 p, 5,7 i I I , I i :J: . ~ x ;? Q ....., :;'/6" TTP "X" G"fP BD. UJD 6\..1<6 AS REQ'P 2'-~'X4'''''X 3 3/4" H!1. t=FO:AME WI SMoKE c:A5KET KIT AND 5uJEEP 2'_~I'W X 4'-,," H WD. DOOR SELF. CL05INC. SFF2IN6 LoADED HINGES. pUSH FULL HARDWARE I ,..---1-----....SENT STL PLATE l THRESHOLD /: / ;'~ ~ , - -"'\ . ---- / ,..'// ; '/ I / \ I \j (/'\ r\ BATT tSUL UJr!( TR.U5~E5 61 T~S~ 5UPPLlE \ (:.1:F:IF,,( ~IN HEAD; yEARANCE) / \.. \. // '-........ ../ " [,)=T AIL 1:/2-.1'-0' POPE ASSOCIATES A~HITEcrs I NTEIlIOR DESIGNERS ';;13:1 EtiCtWT~fU. blll""t ~.PNll. t-ANlj,s,a;11II Pl-l. (tio.1I &42.l12eo FI'-"t(G5't6"lJ-"DI '.,,,,, OFFICE BUIL:)il"lG PRIOR l' A'V'"C' .. '>.~ ~1-.1_ Rui!lons~ ctJoIj, Ill, mWl-(]21ll7 Of"" b, Ilole PRIll NPM 7JelJJ02 "PR2-A2 Jun.28. 2002 3:30PM vp.,:,,~ '~'I~-C'^'^fi """'1 r\ ! \ 11 u~, - A r~ ...:1 ~ i~\ \:>'..' iV b U j ! ! i : r,I;: :: r r ~ iT () N _.... I.... ..... . '" '" No.9547 P. 2 Special Structural Testing and Inspection Program Summary Scbedule Project Name Norex Project No. Location \ Prinr blrp. MN - Permit No. (1) " Technical (2) Type of Repon Assigned Section Article Description (3) Inspector (4) Frequency (5) Firm (6) CONCRETE, SPECIAL INSPECTION NOT REQ'D FORFOUNDAnONS (F'OUNl)'S. 1701 5,1 OESIGNED FOR f'c = 2500 PSI. f' c = 3000 PSI NOT REQt1J:RED REQ'O IN PLACE) AND NON-STRUC1URAL Ie' SLABS ON GRADE RElNFORCINo STI::EL, PRIOR TO CLOSING OF 1701 5.4 FORMS OR CONCRETE DELIVERy ON JOB SI-S PERIODIC SIlE 1701 5.5.1 FmLD WELDING ETC. FOR: II. W'ELDS:s 5/16" Sl-T PEP.!ODIC 1701 5.6 HIGH SmENGm BOLTING SI-T PERIODIC 1701 5.7 SlRUCTI./RAL MASONRY a. TYPICAL - ONE HALF ALLOW ABLE STRESSES NOT REQ'D USEDFOR DESIGN 1701 5.13 SPECIAL GRADING, EXCAVATION AND SloT PERIODIC Fn..LING I I , I I I J (I) Permit No. to be provided by the Building Official, (2) Referenced to the specific technical SCOpe section in the program. (3) Use description per UBC Chapter 17, as adopted by Minnesota Stare Building Code, (4) Specia.l Inspector-Technical, Special Inspector-Stnlctural. (5) Weekly, monthly, per testliospection, per floor, ere, (6) Firm contracted to perform services. ., ACKNOWLEDGEMENTS resemative abaH sign below: Owner Contractor Architect SER 81-5 SI-T TA F Date . Div. Date Date Inc. Date Date Date Date Date ,If requested by engineer/architect of record or building official. the individual names of all prospective special inspectors and the work they intend to observe shaH by identified. Legend; SER.=Struetural Engineer ofRec:ord SI-S=Spec::ial Inspector-Structural Accepted for the Building Department By ector-Technical " . G002 3: 04PM POPE ASSOCIATES INC NO. 4483 p, 1,/3 POPE ASSOCIATES TOday's Date 7- 3-?"Z... 1 255 Energy Pari( Drive St. Paul, Minnesota 5510B.5118 PHONE [651] 642 9200 FAX [651J 642 110,' FAX TRANSMfTT AL ~~ ,--- ~-~.,.,....---~:----. 7.'=-T-'-.------'-~-en~-~;:-,-~-----'-PM l~ _..~-----.. ~--.-.IC:6---<L-Z!Jl:!:..-;~----"---.~~--~- ~tln.:.:---_..-Efj~..~-----.~-- projllCt:_.~ ..~.._.___. ~.xJt _ o/~:__'ti..Z=!P.'t~____ cO N~ "'11'-100 -_.E.~I _____ c:: of Pages ~ J..vvJy JI'n ~\JGtC. --.- '.----..-..,--,.---...-,.".,--"...--, '----..,.- -- --.-.---_'-l!~-- ..___ ORIGINAL TO FOLLOW BY MAil: , Yes 0 I No ~ Remarks: ~oL;,. ~ "2\.VV'. ?o.1\k~-'V"\j 70... ~v~"""a.~ r"~loY\\p(l~lIl~6L "'~--'=- ~ ~ ~~~ lL'1..\W\~\$)VH ~ f\!O~ D~ 61J,. ~ \A~ "Zlr.~ro~\.. ~ 1: m~ $~ ~ ~V\~'- \/Wit.aY'\ 0.1 \ ~ Q.'-.c.1.0.Jc -P\\t~ ~ C1.\~l~ ~~ ~nJ 1'!l1.'!t ~ v:np ~ "~l) ret~ ~ -adiin.;,Y1~ . --!ti,." k '/rJIo k Slgn~: c~~ Copy To: If there are any 'problems receiving this fax please con/act: G:\FOAMSIFax Coversheet.doc J.2002 3:05PM POPE ASSOCIATES INC NO, 4483 P. 2/3 Summary Compliance Report Project Identification: Project Name: Project Address: City, State, Zip: Designer: Phone: Documentation Author: Phone: NOREX 5505 Cottonwood Lane Prior Lake, MN 55372 Nathan Miesen 651-642~9200 Project Characteristics: Gross Building Floor Area: 15,967 Number of Stories: 1 Primary Building Type: Office Analysis Results: The proposed design resulted in whole-building energy cost performance that is 6.0% better than code. Compliance Result: This design DOES COMPLY with the 90.1 ('89) Equivalent compliance ruleset. Individual certifying authenticity of the data provided in this analysis: Signature: ~~ Date: 7-3-t.Z Title: ~i~e.A- ~;n_ Company: PoPE. A sSoC/"ITe.s .1A~, , 'NtillWl".... MIl..... ........~...Iw, v..,.,*, 1,1. .....1 ................""''''-'.....IPlI'''')'~~.....v. 1.1 (VGtU_ "'-t-ik 'C'1PN....r~'oOOf4oI-t.W'"""~O.1PC' 'Y...."'.'1'''mt~~' l..,.,.I__~II.,.,......tIA c. W"',JWtU.::DlIZ p-, dJ02 3: 05PM POPE ASSOCIATES INC NO. 4483 p, 3/3 Project Inspection Report Project Identification: Project Name: Project Address: City, State. Zip: Climate Zone Number: NOREX 5505 Cottonwood Lane Prior Lake, MN 55372 15 Documentation Author: Phone: Nathan Miesen 651-642-9200 Check plans and specifications and installed eqUipment and components for consistency with the information listed below. This report documents project-specific features. The Code column is provided for comparison only; it shows minimum R-va/ue requirements and maximum U-factor and F-factor requirements that would normally apply under prescriptive compliance methods. ProDosed Architecture Components: ComDonent DescriDtion Pro DOsed Desian Code (For Comparison) Windows Double Low-E, Tinted in Metal wI Thermal Breaks frame Proposed U-factor = 0.570 Proposed SHGC = 0.550 Budget U-factor = 0.520 Budget SHGC = 0.533 Window-to-Wall Ratio Proposed WWR ~ 0.30 Budget WWR = 0.30 Exterior Walls Metal Frame, 16 in. o.c. Wood ~rame.16 in. o.c. Proposed U-factor ;:: 0.116 Proposed U-factor = 0.098 Budget U-factor = 0,071 Budget U-factor = 0.071 Roofs All-Wood Joistrrruss Roof Proposed U-factor = 0.032 Budget U-factor = 0.047 Skylight-to-Roof Ratio Proposed SRR = 0.000 Budget SRR = 0.000 Slab on Grade Insulation Position: Exterior Vertical, Depth:: 48 inches, R-value ~ 8.0 Proposed F-factor = 0.528 Budget F-factor;;; 0.471 Proposed Mechanical ComDonents: Component Description Proposed Desion Code (For Comparison) SEER-Rated Air Conditioners ."..............--~...._~...._I.I..........I ...~..............."I ('1J)(.......~,......V_I,1 CNII.Wor), JW-11tI1:'C'..........~'UJ'"'.....~0AfUt' .....llM'n.. ,""YI'-Mltltlllt\W t,...,.~",_~~..I1r.":''''''''JlllnJ.2D02 -, ~c::. 10: 17AM BRAUN INTERTEC NO.674 P.2/8 BRAUN$M INTERTEC .Nun Inhlrtec C.rp...,jon 69$0 W,sl 146th 51l'lle1, Suite I J 1 Apple Valley, Mlnne5Cl11l ~! 1 24.8520 9520431-4493 Fax: 952-431.308.4 Report of Field Compaction Tests E"gln.,er' anJ Scienllsts SefVirrg the SIIi/t and NaMal En'liral'l/T/iln/B" Date: July 3, 2002 Project: BODX-02-1S0C Report: Client: Mr, Dennis Minski Kraus-Anderson Construction Company 2500 Minnehaha Avenue M" r MN 55404 Project Description: Construction Materials Testing Norcx Building Lot 1, Block 2, Watcrnont Passage Addition P' Lak M' ta UlneaJ)Q la. nor e, ~~ Mu. Lab lnplaf:e Specified Soil Optimum nl")' :OeDlit~'. Inplalle Dry Rela Uve Minimum 10 and Moisture"" (Std.PrDc.) Moisture Density Compaction CDmpact. Test Date Type Classification (%) (pel) (%) (pef) ('YlJ) (0/0) Comments J 6/28/02 N P-2: CL 20.3 103.5 21 101 98 95 A 2 6/28/02 N P-.3: CL 17.6 107.4 19 108 101 95 A 3 6/28/02 N P-2: CL 20.3 103.5 23 102 99 9S A 4 6/28/02 N P-3: CL 17.6 107.4 19 106 99 9S A S 6128/02 N' P-2: CL 20.3 103.5 24 101 98 95 A Key: N = Nuclear. ASTM D 2922 SC= Sand Cone, ASTM D 1556 '" = C.M. and M.L.P.P. rounded to nearest 0.1 A= Test results comply with specifications. B = Test results do not comply with Bpeclifications. C =:; Test results meet zero air voids criteria. Test Test Location Elevation 1 NorQ~ building, 3'N, 20'W of'SB building comer 942 2 Nore:x buildIng, 3'1'1, 20'W ofSB building comer 943 3 Narex building, 3 'N, 20'W of SE building comer 945 4 NOTex. building, lOO'N, S'W ofSE building comer 945 5 Nore~ bui Iding! 2S' S. 25 'W orNE building comet 946 Elevation Reference: Braun Ihtertec Corporation RD~(~ Staff Engineer 021 SClG\CI&-1 ~C:: 10: 17AM BRAUN INTERTEC NO. 674 P.3/8 BRAUN~ INTERTEC IPtlY" '"feme Corpctratiell 6950 West '.6In 51"111, Suit- 131 Apple VaIIIilY, MlnnlSOI" 55124.8520 952-431-41493 F"l(: 952-431-3084 Report of Field Compaction Tests Effglneer8 ond x/enlist, SerYins the Bu;J, "na Naturol frt'l;ranmtmtp$ Date: July 3, 2002 Project: BODX.02-150C Project Descriptian: Construction Materials Testing Norex BQilding Lot] . Block 2, Waterfront pas..ge Addition Prior Lake, Minnl;SOta Report: 2 Client: Mr. Dennis MillSki Kraus.Anderson ConstrUction Company 2500 Minnehaha Avenue Minnc:a:poJis, MN 55404 Max. Lab Inplal:e Specified SQiI OptiJnom Dr)' ])en5It)'. Inplace Dry Rel.-tlve Minimum I)) and Mollturc* (Std.Proc:.) Moisture ])enllity Compaction Compact. Test Date Typ~ CJ:usjfi~ation ('Yo) (per) (%) (pc:t') (%) (%) Comment. 6 7/1/02 N P-3; CL 17.6 107.4 18 102 9S 9S A 7 7/1/02 N P-2: CL 20.3 103.5 23 99 96 9? A 8 7/1/02 N P-3: CL 17.6 107.4 19 107 100 9S A 9 7/1/02 N P-4; SC 11.8 120.9 13 117 97 9S A 10 7/1/02 N P-4: SC 11.8 120.9 13 11S 95 95 A Ke)': N ... Nuclear, ASTM D 2922 SC= Sand Con~, ASTM D ISSG ... = C.M. and M.L.D.D, rounded to nearest 0.1 A= Test results Damply with specifications, B"" Test reS\llts do not comply with specifications. c= Test results meet zero air voids criteria. Test Tat Loc:.tion Elention 6 Norc;lC. building, 100'S, SO'E ofthc: NW building corner 946 7 Norex blJilding, 2S'N, SO'E of the SW building comer 947 8 Norex builciing, SO'N, 2.5'W o!the SE building comer 946 9 Norex building, 90'S, 30'W of the NE building comer 947 ]0 NOTex building, 25'S, 2S'E of the NE building comer 947 Ele"atlQn Reference: Braun Intertec Corporation ~c? $/ Robert A. Golish, EIT Staff Engineer 021 SOc:il;l.$';Z _ 10:17RM BRRUN INTERTEC NO. 674 P.4/8 BRAUN~. INTERTEC IPClun Il'l""'c Corporation 6950 Welt 1 -'6th StrQt. Slli~ '31 Apple Vglley, Mir1neM)fQ 551 ;U.U:zo 952-.3 1-4A93 F~: 952-43'.3084 Report of Field Compaction Tests EnQlneer$ Qnd 5I:i""IIII, Serving 'he Slli/, onJ N'''lIral !nvifOn",snlS" Date: July 3, 200;Z Project: BODX-02-150C Report: 3 Client: Mr. Dennis Minski Kraus-Anderson Construction Company 2500 Minnehaha Avenue M' r MN 55404 Project Description: Construction Materials Testing Norex Builc!ing Lot 1, Block 2, Waterfront Passage Addition Pri Lak M' ta Inneapo 1S, or e, mneao Max. Lab InpJlcc :r,ecified SoU Optilnum Dry ])cmsitytlr Inphlcl! Dry RlIlal!vC! JnilJlum ID and Maillture'- (Std.PrClc.) Moisture Denslt)' CompaetioD Compact. Test Date Type Classification (%) (pcf) (COM (pet) (%) CD".) Comments 11 ' 7/2102 N P-2: CL 20.~ 103.5 19 100 97 SlS A 12 7J2/02 N P-2: CL 20.3 103.5 24 100 97 95 A 13 712102 ~ P-2: CL 20.3 103.5 22 104 100 95 A 14 7/2/02 N P-2: CL 2.0.3 103.5 21 103 100 95 A 15 712/0'2- N P-3! CL 17.6 107.4 17 109 101 95 A 16 7/2/0'2 N P-2: CL 20.3 103.5 20 100 97 95 A Key: N = Nuclear, ASTM 0 2922 sc= Sand Conet ASTM D 1556 * = Q.M. and M.L.D.D. l'ounded to nearest 0.1 A= Test results comply with specification$. B ~ Test results do not eomply with spccific:atiODs. , C = Tc:st results meet zero air voids criteria. Test Test LocstltlD Elention 11 Nare,. building, 125'N, GO'E of the SW building comer 947 12 Norex building, 30''N, 50'E oftht! SW building com~r 948 13 Norex 'building, 80'S, 40'E of the NW building comer 948 14 Norex building, 40'N, 25'W of the SE building ~orner 948 15 Norex building, 60'S, 30'W of the NE building comer 948 lIS Norex building,. 80'S of the NW building comer 948 Elevation Reference: Braun Intcrtec COll'oranon Lf~~P Staff Engineer O~ 150c\c:U-] '100""')6 j, '-, ~ ,J. ,J '. POPE ASSOClAES IN' NO. 4573 P. I i I I I I I I I i I I i I I IPOPE ASSOCIATES Today's Date 7- ~-rf'2- 1255 Energy Park Drive St. Paul Minnesota 55108-5118 PHONE [651J 642 nOG FAX [651] 6421101 FAX TRANSMITT AL r;:' --- -. 7i-_.m~ ZI~--'--'-.f~~~~,'-TfTi-"--'-- p.'--~::r;;S~-"-'-1 ORIGINAL TO FOLLOW BY MtdL: [ Yes ~ I No 0 I Remarks: F-~+ ) :J?\V"\e . f --r #tWl ~"~~~~~ ~~~t~~~ ~~n':"-:;ue,l~ ... - I ~~=i~ . ~~~~~w~~~~~~~ ~~",~de ~~~~~iC~- I' ltt'0V1k 000.l Copy To: Signed: c~~ If there are any problems receiving this fax please contact: G:\FORMS\Fa..: Covershe'2l.doc 111",\:1...... .~;,...-r"'........~J ....,.,....,.. r r\ t" M!; ... - ~ i':!!:".'"': ...; J.~ hi I i ~ : 'j I 1,1,'. .1 1 \1 r '~ r tl N ' \ '" \.. '-"... t.. : '. .... .. i 1..) -.j j :-...'. ~..... ~'; '.' . ..... I '... No,9547 p. 2 Special Structural Testing and Inspection Program Summary Schedule . roject Name Norex Project No. Location , ~nr UkI'! MN PennitNo (1) ., Technical (2) Type of Repon Assigned Section Article Description (3) lnspector(4) Frequency (5) Firm (6) CONCRETE, SPECIAL INSPECTION NOT REQ'D FOR FOUNDAnONS (FOUND'S. 1701 5.1 DESIGNED FOR r c = 2500 pst, f' c = 3000 PSI NOT REQUIRED REQ'D IN PLACE) AND NON-STRUC1'URAL Ie SLABS ON GRADE REINFORCING STEEL. PRIOR TO CLOSING OF 1701 5,4 FORMS OR CONCRETE DELIVERY ON roB Sl-S PERIODIC SITE 1701 5.S.1 FJELD WELDING ETC. FOR: .. WELDS ~ S/16n SZ..T PEP.!ODIC 1701 5.6 HIGH S'l'RENGnt SOLTING 51-T PERIODIC 1701 5.7 STRUcroRAL MASONRY a- TYPICAL - ONE HALF ALLOW ABLE STRESSES NOT REQ'D USEItFOR DESIGN t70t 5,13 SPECIAL GRADlNO, EXCAVATION AND SI.T PERIODIC FILLING (1) Permit No. to be provided by the Building OfficiaL (2) Referenced to the specific technical scope section in the program. (3) Use description per UBC Chapter 17, as adopted by Minnesota State Building Code, (4) SpeciaJ Inspector-Technical, Special Inspector-StnlCtUra.!. (5) Weekly, monthly, per testliospection, per floor, ere, (6) Firm contracted to perform services, ., ACKNOWLEDGE:MENTS resenrative shall sign below: Owner Contractor Arcbitect SER 51-5 $1-T TA F Date . Div. Date Date Inc, Date Date Date Date Date ,Ifrequested by engineerlarchitect ofrec;ord or building official, the individual names of all prospective special inspectors and the work they intend to observe shall by identified. Legend; SER."'Structural Engineer of Record 51- S=Spec::iallnspector-Structural ector - T echnica1 '" Accepted for the Building Department By , o I if,.. \A5T ,--!:.~;f" --........ v -..........-~c,.. <O~. .-.~.~._ _.. t>'~~~"'''' r Co......,. . "', ""1"."""" ."E:.... {~l~:(-,,; -\'--O::",::.~P.., ~ . ~ -":..-. -";L R~isilllll: aJI/. IIJ, IHGlHll~l PRI2 NPN 7/00/02 11"ENDloC'f"'''''~~ ST.FN.4.. 1iIC~~:nQ,S.&', 5 PII. &:::;1I1oQ.'l~1'" F.......llM,Z.1I01 OFF1CE BlTL",' "J~G PRIOR lAKE, Drm ~I Doll ''''PR2- At A IlCHITE<;TS INTUIOIl. DESIGNeRS I I I I, I I I I POPE ASSOCIATES A~HITEcrs I NTEIlIOR D.:sIGNEiiS l.i1.U EHmtiT "'~ tI...t ST,~1l MN'S,...~lI. PM. "loll M).QS) f=1IJ(~""J.IHt1 _i J \..../ ''V .l. l".l :::. w -sl , =- 5/6/1 TTP "X'I GYP 8D. . liD BLKU r- AS REQ'D 1---2'-b'X4'0/1X 3 3/4" ,; I H!1. FRAME WI f SMOKE C:A5KET Kli ! AND SWEEP I I J,-2'-b"W X 4'-,"," L.; - WD. DOOR 5=LF. CLOSING SPRING LOADED HINGES. A.J51-1 PUll HARDWARE '...-,----B~NT 5TL PLATE 7f; THRESHOLD --.:.'- , ...... .." '. ..- \ / \ / ) fl\,' BATT tLf I wID TRUSSES \ i'~ BT T~S5 SUPPLIEr -,. i \ (vlERIF"T" /;'tIN ~EAD I ;' \j \, / ,/LEARAN\~ // ,. -'-'I" .",. ..... [:;-=T AIL 1:/ 2 w_l' -0' ~ b... .tM.....~. . .;~" .... I OFFICE BUIL-=\TI~G nDTOR 1 Alt"C ~ ~.~ r.l'\.J.' ~ l.J. Ruisiw: alii, Ill. m~21M7 PRI2 Drm by NPhC DIlle 7jr:JIJ/02 ~PR2-A2 @) Fire-UTe" ALarms www.flrelite.com September 26, 1997 DF-51267 A3-200 MS-5024(E) Fire Alarm Control Panel with built-in DACT Section: Control/Communicators MEA California State Fire Marshal 7165-0075:175 GENERAl The Fire-Lite MS-5024 is a 24-volt, five-zone fire alarm control panel with built-in communicator The integral com- municator transmits event information (alarms, troubles, supervisories, faults, etc,) to a UL listed central station, The MS-5024 may be used in a variety of cost-effective applications, including: local fire alarm control panel (com- municator disabled), fire alarm control paneVcommuni- cator, stand-alone sprinkler supervisory communicator or slave communicator to a UL-Iisted host fire alarm panel (requires N,Q, dry contacts to trigger five channels), Se- lectable transmission formats allow the MS-5024 to com- municate to virtually all central stations, FEATURES . Five programmable Initiating Device Circuits (zones). Each zone may be programmed for: ,/ Two-wire smoke detectors, ,/ N,Q. contact devices (pull, heat), ,/ Four-wire smoke detectors, ,/ Waterflow operation, ,/ Supervisory operation. ,/ Auto-reset supervisory operation, . Two built-in, Class B (Style Y) Notification Appliance Cir- cuits (NACs), . Notification Appliance Circuits may be programmed: ,/ Silenceable, ,/ Non-Silenceable (a strobe circuit can keep flashing after the panel is silenced). ,/ Auto-Silence (program 5 to 30 minutes). ,/ Silence Inhibit (60 seconds). ,/ Coding (March Time, Temporal, California), . 3,0 Amps of Notification Appliance power . Two buitt-in, fully programmable, Form-C relays, . Dual"line rotary- or Touch- Tone@-dial DACT interfaces to public telephone network (leased phone lines are not required), . 24-Volt operation, . Built-in voltmeter measures: ,/ Zone voltage ,/ Primary AC line voltage, ,/ Battery voltage, ,/ Notification Appliance Circuit(s) voltage, ,/ Resettable 24-volt power, . Surface Mount Technology (SMT). . Fully programmable via built-in keypad (no costly exter- nal programmers necessary). @ 131-94-E FCC 1 W6USA-20004-AL-E S624 (MS-5024, MS-5024E) MS-5024 . Complies with NFPA 72-1993 edition (Local, Central Station and Remote Station [DACT only - not polarity reversal] Fire Alarm Systems), . Reporting Formats include: ,/ 3+1, 4+ 1, 4+2 Standard + Expanded. ,/ 4+1,4+2, Ademco Express, · Integral battery charger for up to 60 hours of standby power . Fuseless, power-limited technology meets new UL power-limiting requirements, effective May 1, 1995, . Programmable Alarm Presignal Timer, Alarm Verifica- tion Timer and Optional Trouble Reminder. . Single-person walk test . Fire drill function, . Zone disable capability (software), . 32-Event history buffer with time and date stamp. . Accurate real-time clock, . Extensive built-in transient protection, . Electronics and operational controls fully enclosed in lock- able cabinet capable of housing batteries up to 7 AH, . 230 VAC, 50 Hz international version available, This document is not intended to be used for installation purposes. We try to keep our product informa ISO 9001 tion up-iO-<:late and accurate, We cannot cover all specific applications 01' anticipate all requirements, All specifications are subject to change without notice. For more information, contact Fire'Ute Alarms, One Fire-Lite Place, Northford, Connecticut 00472, PhoF.e: (800) 627-3473 Toll Free FAX: (877) 699-41Q5 DF-51267 - Page 1 of 3 CERTIFIED FAX Badc(888} 388.32 IISIEIISllIBAmIIB SPECIFICATIONS . Single PC board design using Surface Mount Technol- ogy (SMT) , . Two modular telephone jacks for connection to RJ31 XI Modules, AC Power . 120 VAC, 50/60 Hz, 1.3 amps. . 230 VAC, 50 Hz, 0.68 amps re" suffix), . Wire size: minimum 14 AWG with GOO-volt insulation. · Built.ffi brownout circuitry, . Built-in voltmeter. Communicator . One line-active indicator for each of two phone lines, . "Kiss-Off" signal LED, . Dual "low telephone voltage detecf' circuitry. . Programmable event codes per each format. · Up to 58 transmitted events/messages, . Selectable/deselectable transmissions of 58 events. . Five zones may be configured to five channels as a slave communicator (channels are auto-resettable), Communication Formats Express formats aJlow complete transaction to be com- municated in under five seconds. . 20 PPS, 3+1 standard and expanded. . 20 PPS, 4+1 standard and expanded, . 20 PPS, 4+2 standard and expanded, · 4+ 1 and 4+2 Ademco Express. Initiating Device Circuits (zones) The MS-5024 includes five programmable Initiating De- vice Circuits (zones), Circuits 1, 2, 4, and 5 are Style B (Class B), Circuit 3 is Style 0 (Class A). Use the CAC-5F, Class A converter module, to convert all Class BlOC's to Class A. Each zone may support two-wire smoke detectors. Pro- gramming options include: . Waterflow-Silenceable/Non-Silenceable, . Supervisory-Standard/Auto-Reset. · Pull Station, . Normally Open Contact device. An circuits are power-limited and also funy supervised. They allow up to 100 ohms of line resistance and allow for use of 12 to 18 AWG wire. Notification Appliance Circuits . Two Style Y (Class B) @ 1.5 amps each. . All circuits are fully power-limited and meet the new UL power-ltmiting requirements, effective May 1, 1995. us- ing fuse less technology, Auxiliary Outputs . Resettable four-wire smoke detector power @ 300 mA. . Non-resettabie power @ 300 mA. NOTE: Use of auxiliary power outputs does not de-rate available 3 amps of NAG power, . Two fully programmable Form-C relays. Page2of3 - DF-51267 CABINET SPECIFICATIONS The cabinet is red with a dark blue overlay. Knockouts on the top, sides, and back provide ease of wire entry, The cabinet can be surface or semi-flush mounted and is com- pact in design, Dimensions: Door: 14-3/4" high x 12-314" wide (37.465 cm high x 32.385 cm wide). Backbox: 14-112" high x 12-1/2" wide x 3" deep (36,83 cm high x 31.75 em wide x 7.62 cm deep), Trim Ring: Part # TR-3-R 17-518" high x 15-518" wide (44.7675 cm high x 39.6875 cm wide), PRODUCT LINE INFORMATION Model MS-5024 Description Five-zone, 24-volt, Fire Alarm Control Commu- nicator (includes backbox, transformer, techni- cal manual, and a frame & post operating in- struction sheet), M5-5024E Same as above with 230 VAC, 50 Hz trans- former (UL listed), RZA-5F Five-zone Remote Annunciator mounts to a single-gang box (requires ADM-24), ADM-24 Annunciator Driver Module. CAC5F Class A Converter Module, Converts all Class B Initiating Device Circuits (zones) to Class A, NACA-2F Class A Converter module. Converts both Class B Notification Appliance Circuits (NAC) to Class A. Internal Dress Panel. DACT phone cord, 7 feet long, (two required). UL listed battery backbox, Required for batter- ies over 7 AH, TR-3-R Trim ring, PS-1242 Battery, 12-volt, 4.2 AH (two required), PS-1270 Battery, 12-volt, 7.0 AH (two required). PS-12120 Battery, 12-volt, 12.0 AH (two required, requires BB-17F backbox). PS-12170 Battery. 12-volt, 17.0AH (two required, requires BB-17F backbox), DP-5024 MeBL-7 BB-17F U L LISTED RECEIVERS compatible with the MS-5024 Silent m Osbome Radiorics Sescoa SlIGuartl Ademco FBI Hoffman FOlTl18.t # (Addresses 16 & 42) 685 (1) Krigl"t CS-4000 CP220FB Models 6000A'i500 3000A MlR-2 9000 (3) 1&2 (5) (7) (9) 0 4+1 Ademco E~ress t/ t/ t/ 1 4+2 Ac/emco E~ress t/ t/ t/ (8) t/ 2 3+ 1/Stardard/18OO12300 t/ t/ (2) t/ t/ (4) t/ t/ (5,6) t/ t/ 3 3+ 11E~ancledl18OO12300 t/ t/ (2) t/ t/ (4) t/ t/ t/ 4 3+ 1JStanclard/1900/1400 t/ t/ (2) t/ (4) t/ t/ t/ 5 3+ 1IExpancledl1900/1400 t/ t/ (2) t/ (4) t/ t/ t/ 6 4+ 1JStarvJard/1800/2300 t/ t/ (2) t/ t/ (4) t/ t/ (5) t/ t/ 7 4+ 1IExpancled'1800/2300 t/ t/ (2) t/ (4) t/ t/ t/ 8 4+ 1JStanclard/1900/1400 t/ t/ (2) t/ (4) t/ t/ t/ 9 4+ 1IExpancledl190011400 t/ t/ (2) t/ (4) t/ t/ t/ A 4+2IStanclard/1800/2300 t/ t/ (2) t/ t/ (4) t/ t/ (5) t/ t/ B 4+2/Expancledl1800/2300 t/ t/ (2) t/ (4) t/ t/ t/ C 4+2JStarvJard/1900I1400 t/ t/ (2) t/ (4) t/ t/ t/ D 4+2/Expancledl1900/1400 t/ t/ (2) t/ (4) t/ t/ t/ E (NOT USED) F (NOT USED) KEY: (1) With 685-8 Line Card with Rev. 4.4<1 software. (2) With 9002 Une Card Rev. 9035 software or 9032 Line Card with 9326A software. (3) Rev, 4.0 software. (4) FBI CP220FB Rec-11 Line Card with Rev, 2,6 software and a memory card with Rev. 3,S software, (5) Model 6500 with Rev. 600 software. (6) Model 6000 wfth Rev. 204 software. (7) With Rev. B control card at Rev, 1.4 software and Rev, C line card at Rev, 1.5 software. (8) Model 2 only, (9) Version 1,62 software. DF-51267 - Pagp ~NOTI FI ERe ~ ~ FIRE SYSTEMS July 7,2000 DN-1109' E-200 PS Series Batteries Section: Power Supplies GENERAL Power-Sonic PS Series batteries provide secondary power for the whole series of NOTIFIER fire alarm control panels, FEATURES @ LISTED MH14328 (S) . Provide secondary power for control panels. . Gelled electrolyte. . Sealed and maintenance-free, . Overcharge protected, . Extended shelf life, . Easy handling with leakproof construction. . Ruggedly constructed, high-impact case (ABS, polystyrene, or polypropylene depending on model), . Long service life. . Compact design. CAPACITY Battery capacity, expressed in ampere-hours (AH), is the product of a discharge current and the length of time that the current is dis- charged. Batteries are rated according to their performance during 20 hours of discharge at a constant current. The rated capacity of a battery is determined by subjecting it to a constant discharge current for 20 hours at 68.F (20.C), After 20 hours the voltage across the terminals is measured. The discharge current which causes a reading of 1,72 volts per cell (5.16 V on a 6 V battery and 10.32 V on a 12 V battery) is called the rated current. This current multiplied by 20 is the rated capacity of the battery, --+ SEALED RECIlARGEABLE BATTERY APPLICATIONS Use the PS Series batteries to provide backup power for control panels. Select batteries based on current requirements for your system and the capacity of its charger, These batteries can be used over a temperature range of -76.F to +140.F (-60.C to +60.C), ,At14i~~ SDNle' Model PS-695 6 Volt 9,6 AH Power~Sonic Corporation CONSTRUCTION The sealed construction of the Power-Sonic battery allows trouble- free, safe operation in any position. There is no need to add elec- trolyte, as gases generated during overcharge are recombined in a unique "Oxygen Cycle." The battery is sealed, leakproof, and main- tenance-free. The case is of high-impact materials with high resis- tance to chemicals and flammability. The PS-695 Battery INSTALLATION All panels have space reserved for batteries. See the appropriate panel installation manual for battery size restrictions, Typical inter- connection diagrams are shown in the literature accompanying each control panel. This document is not intended to be used for installation purposes, We try to keep our product Infonnation up-to-date and IICal/ate, We cannot caver all specifIC applications or IInticlpate all requirements, All specifications are subject to change without nolioe, For more information, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 ~ II OTI FIlE R- One Fire-lite Place, Norlhford, Connecticut 06472 ISO 9001 CERTIFIED _a_ DN-ll09.071071OO - Page 1 of3 TOP VIEW HEIGHT 1 BELOW 3.70 i: 0.08 inches (94 t 2 mm) HEIGHT 2 BELOW 3.86 t 0,08 inches (96 t 2 mm) (SODa [] D <l DO 0" OQ 0000 (Jacet! <IO a aooa /I 0000 0000000 Il aoo DOD DO a" 00 a a a OQ "'.. <:100'''''>00 aoo..o 00"00 II OODOO."'O<>OOO Cloa ..... QQ ~ggg~: ~~~ ~: ~ggg~: ggggg gg ~gggg: ggggg~g:gg~: gg g :~:gg r- !~~~~ ~~~~ i ~~~g~~ i~~~i ~!!g~~~~!~ESS~~ ~l SEALED RECHARGEABLE BATTERY IT n MODEL PS-1270 SIDE VIEW B8-17: Optional Battery Backbox .... 14-1/2" W x 8-114" H x 4-314" 0 2 (mm: 368.3 W x 209.55 H x 120.65 D) For remote mounting of two 12-volt PS-12180 batteries, I--- 5.94:t 0.04 inches -l I (151t 1 mm) I 2.56 :t 0,04 inches (65 1: 1 mm) 12 VOLT 7.0 AMP, HOUR 1109dim1.tif B8-55: Optional Battery Backbox .... See CHG-120 data sheet for details. ,.... ENGINEERING SPECIFICATIONS The fire control panel shall be equipped with secondary power provided by gelled-electrolyte batteries. The batteries shall be maintenance-free and shall be capable of powering the system in a manner and for a length of time determined by the governing regulations and the authority having jurisdiction. Nominal Discharge DIMENSIONS Capacity Current Height over Nominal @ @ Width Depth Height terminal Weight Voltage 20 hr. rate 20 hr. rate MODEL V A.H. mA in. mm. in. mm. in. mm. in. mm. lb.. kg. PS-695 6 9.5 475 426 108 2.75 70 5.54 141 5.54 141 4.9 2.2 PS-1250 12 5.0 250 3.54 90 2.76 70 4,02 102 421 107 4,1 1.9 PS-1270 12 7.0 325 5.94 151 2,56 65 3,70 94 3.66 98 5.7 2.6 PS-12120 12 12 600 5,94 151 3.86 98 3.70 94 3.86 98 8.8 4,0 PS-12180 12 18 875 7.13 181 2.99 76 6.57 167 6.57 167 12.8 5.8 PS-12250 12 25 1300 6,89 175 6,54 166 4.92 125 4.92 125 18.7 8.5 PS-12550 12 55 3000 10,25 260 6,60 168 820 208 9.45 240 39,7 18,0 PS-121 000 12 100 5000 12.00 305 6.60 168 8.20 208 9.45 240 65.7 29.8 1109tUbt 6.5 13 ~ 6.0 12 g, 5,5 11 "" :f; ~ 5,0 10 ! '" III 45 9 40 8 0 Characteristic Discharge CUfYes 120% Effect of Temperature on Capacity J I I I ~ - l"- t-.. - - '" --... '\ ""\ \ "\ \ \ - [\ \ ....- ~~ .. Q,175C Q,SC , .. .. 0.2, C Q,6C \ , I 3C ~-- Ie 2C 100% ----- - 0,5 C ----- -0,1 C .Q 80% j LL. ~##' :l;- 60% C3 III Q. _.- ~ 40% ----- - 0,25 C ----- - 0.6 C ----- - 1 C ----- - 2 C 1 2 3 5 10 2030 60 2 3 5 10 20 30 1109grf1.tlf f J minutes I hours '----1 Discharge TIme @ 200C (680F) Page 2 of 3 - ON-l109. 07/07/00 .' 20% .' ..- 0% -20' -10' l109grf2,wmf O' 10" 20. 30" 40" SO' 60" Temperature (Degrees C,) P5.121000 RECHARGEABLE BAnERY: APPLICATIONS AND CHARGING CYCLE APPLICATIONS: Limit initial current to 20A, Charge until battery voltage (under charge) reaches 14.40 to 14.70 volts at 680F (200C). Hold at 14.40 to 14.70 volts until current drops to approximately 1000 mA. Battery is fully charged under these conditions, and charger should either be disconnected or switched to "fIoar voltage. "FLOAT" OR "STAND-BY" SERVICE: Hold battery across constant voltage source or 13,50 to 13.80 volts continu- ously, When held at this voltage. the battery will seek its own current level and maintain itself in a fully charged position, NOTE: Due to the self-discharge characteristics of this type of battery, it is imperative that the battery be charged after six to nine months of storage, otherwise permanent loss of capacity might result from sulfation. 14.0 V 13.0 V Q) 12.0 V 0) !!! ~ 11,0 V Cii c 'E 10.0V ..... ~ 9.0 V 8.0 V 1.2 2.4 100% .Q 1ii 80% 0::: c o E 70% Q) Qi 0::: 60% C "n ~ 50% (U o 40% 90% Charge may fail to restore full capacity. DO NOT let batteries I reach this state. ~ f Charging is NOT necessary unless 100% of capacity is required, Charging before use is necessary to help recover full capacity, 0% o 2 4 6 8 10 12 14 16 18 20 Standing Period (Months) .... PS-121000 Shelf-Life and Storage E ~ '{ i Ambient Temperature 20"C (680F) ~ PS-121000 Discharge Characteristics 6 12 MINUTES 24 36 48 1 2 x Discharge Time 4 6 810 HOURS 20 40 DN-1109 .07107100 - Page 3 of3 Appendix A: Battery Calculations Use the Total Standby and Alarm Load Currents calculated in Tables A-2A and A-2B for the following battery caiculatiort. Standby Load Current (Amps) [..\\~ ] x Required Standby lime in Hours (24 or 60 Hours) ['ltt ] = ~. \q 'L A1ann Load Current (Amps) [ H\Q'}J x Required Alarm lime in Hours (Le. 5 min. == 0.084) [.(164 ] == . o~<1 Add Standby and Alarm Load for Required Ampere Hour Battery 1~ '2 '\ \ Multiply by the Derating Factor of 1.2 == ~.~~ Tota! Ampere Hours (AH) Required == ~ . <t:<t. Note: 1) 7 Ampere Hour battery can be located in the Backbox. 2) 12 Ampere Hour and 17 Ampere Hour batteries require the BB-17F Battery box. 58 50066 Rev 01 7120/99 PIN 50066:01 The Main Power Supply The MS-5024 provides regulated power for operating the fire alarm control panel, operating external devices, and opeI'ating the suuJdby battery. The power lor operating external devices is limited, Use Table A-2A (standby or 11011- alarm) and Table A-2B (alarm) to determine if external loading is within the capabilities of the power supply. Concerning 4-wire smoke detectors: Be sure to power detectors from TB-4, Terminals 3 and 4. Table A-2A: Regulated Load in Standby Q24 VDC External Devices connected to TB-4 onl.v Device Type # of Devices Current (Amps) Total Current (Amps) Main Circuit Board 1 x 0.123 0.123 RZA-5F (1 max,) (1 max.) x 0,006 =: o ADM-24 x o =: o CAG-SF (1 max.) x o =: n v NACA-2F (1 max.) x o =: o 2-wire Detector Heads l4-wire Detector Heads I Power Supervision 2 Relays Additional Current Draw from TB-4 (non-alarm) Sum Column for S1andby Load [ I J x 1 rpll 101 [OJ x 1 ] =: I = I = I o fc)} x 0.025 o =: () =: .1')) Amps Note: 1. Refer to the Device Compatibility Document for 2-wire smoke detector sti1I'1dby current 2. Must use compatible listed Power Supervision Relay. 50066 Rev D1 7120100 PIN 60066:D 1 59 Table A-2B: Regulated Load in Alarm @24 VDC Device Type # of Devices Current Total Current (Amps) (Amps) I Main OIU!!t Board 1 X 0255 "., 02555 .~24 (1 max,) X 0.006 = 0 I RZA~ (1 max.) 4 X 0.046 = CAC-5F (1 mroc) X NACA ~ (1 max,) X -a- ~Wire Smoke [0] X Detector Power Supervisial 3 Relay OJ X 6 Programmable [d X ReIay(s) Notification [\l X Appfianoos Additional Current Draw frcm TB-2 and 18-4 (alarm current) SUm Column for Alarm Load o o I 0 I b I 0 I = o = = 0.025 ::: o 0,01 o . 1.;11 = ~ 'Lol = o ~l/bl An1:S1 = Notes: 1) Clli.ent limitations of terminals: . TB-4, Terminals I and 2 = 0.300 amp, regulated fIltered, 24VDC +/- 5%, 120HZ ripple @ 10 mV RMS' Non-Reseltllh1e Power (100 Hz ripple fno MS-5024R), . TB-4, Terminals 3 and 4 = 0.300 amp, regulated filtered, 24VDC +/- 5%, 120HZ ripple @ 10 mVRMS' Resettable Power (100 Hz ripple for MS-5024E). · TB-5, terminals I and 2 = 1.5 amps. . TB-5, terminals 3 and 4 = 1.5 amps. 2) Total current draw listed above cannot exceed 3.6 amps. 3) Must use compatible listed Power Supervision Relay, 4) The current shown for the RZA-5F is for all fi.ve zones in alarm. For one zone in alarm, the RZA-5F current draw is 16 mA. 5) The current shown represents one zone on the Main Circuit Board in alarm. For all five zones in alarm, the current draw increases t(l 0.39 limps. 6) Relays may be programmed for alarm, trouble, supervisory, communications failure or any c.ombiuation of these. 60 50066 Rev 01 7120/99 PIN 50066:01 @)NOTIFIER~ ~ ~ FIRE SYSTEMS June 19, 1998 DN-1217' 1-125 2451 2-Wire and 4-Wire Photoelectric Smoke Detector with optional thermal sensor Section: Conventional Initiating Devices GENERAL The System Sensor 400 Series plug-in photoelectric smoke detectors are specifically designed to meet the stringent per- formance requirements of industrial and municipal fire detec- tion/alarm systems. The design of these detectors empha- sizes ease of installation and field maintenance. FEATURES . Unique optical sensing chamber: - Superior signal-to-noise ratio, - Built-in signal processing, - 3.0% nominal sensitivity. . Removable cover for field cleaning. . Visible LED "blinks" in standby, Sealed against dirt, insects, and back pressure. . Three-year limited warranty. . Field metering of detector sensitivity. Built-in magnetic test switch, Low standby current. Built-in tamper-resistant feature. Designed for direct surface or electrical box mounting. . 360. field viewing angle of the visual alarm LEOs . Insect-resistant screening (0.020"/0.508 mm openings), Easy plug-in of the head to base. . SEMS screws for easy wiring. . Optional recess mounting. . Air velocity up to 3.000 feet (914.4 m) per minute, APPLICATIONS Use to contribute to life safety, fire protection, and property conservation. Photoelectric detectors are recommended in areas where slow smoldering fires are likely to ignite, In areas where small combustion particles are usually present from forklift trucks, cooking stoves. etc., they are less likely than ionization detectors to produce false alarms. CONSTRUCTION AND OPERATION All 400 Series photoelectric smoke detectors contain a unique optical sensing chamber designed to sense the presence of smoke particles produced by a wide range of combustion sources and meet the performance criteria designated by UL 268. A new custom integrated circuit incorporates signal pro- cessing to reduce false alarms and sample/hold circuitry to provide easy field metering of sensitivity. An additional key feature is the range of mounting bases, to meet a variety of applications. INSTALLATION Model 2451 detectors are designed for systems use with NO- TIFIER UL-listed control panels. For two-wire applications. refer to the Device Compatibility Document. Easy to install and maintain, this detector is designed for direct surface mount- ing (mounting bracket included), or mounting to a 4" (101,6 @@ California State Fire Marshal 7272-1209:131 S911 CS308 <S> OQ1AO.AY BSA 1232-88-SA mm) octagonal or smaller box. Easy-ta-wire screw terminals allow fast and simple field wiring of in, out, and remote annun- ciator connections. Consult NOTIFIER control panel specifications for the maxi- mum allowable loop resistance for the particular control panel to be used. To prevent wiring mistakes, observe polarities and make cer- tain that each conductor is identified. A copy of Installation and Maintenance Instructions is packaged with each detector, For further information. refer to NFPA 72 "Standard on Automatic Fire Detectors." and to local Authority Having Jurisdiction, A MOUNTING BASE SELECTION GUIDE is included on page 2 of this document. JUNCTION BOX SELECTION GUIDE: Box depth is contin- gent on base and wire size. Refer to National Electrical Code or local applicable codes for appropriate recommendations. 8ases 8401 and 84018 can utilize a single-gang, 3-1/2" (88.9 mm) octagonal. 4" (101.6 mm) octagonal, or 4" square junc- tion box, 8ases 84028 and 84068 can utilize a single-gang. 3-1/2" octagonal, 4" octagonal. 4" square, 50 mm. 60 mm. or 75 mm junction box. 8ase 84048 can utilize a 4" octagonal or 4" square junction box. GENERAL SPECIFICATIONS Operating voltage: mounting base dependent (see chart), Standby current: 120 J-lA max,; 100 J-lA max. for thermal. This document is not intended to be used for installation purposes, We try to keep our product infonnalion up-to-date and accurate, We cannot cover all specific applications or anticipate all requirements, All specifications are subject to change without notice, For more information, contact NOTIFIER. Phone: (203) 484-7161 FAX: (203) 484-7118 ~ N OTI FI E RO 12 Clintonville Road. Northford. Connecticut 06472 ISO 9001 .~:::lII =~ .. ..::a _ =II _11 ENCDlEEIINC , MANUFAl:lIl1NC DN-1217.06/19/98 - Page 1 of 2 Sensitivity: 3,O%/ft, nominal. Weight: 0.6 pounds (272 g.), Size: model 2451 is 2,4" (60,96 mm) high. 2451TH is 2.9" (73.66 mm) high; 4.0" (101.6 mm) diameter with unflanged bases, 6,2" (157.48 mm) diameter with flanged bases, Construction: flame-retardant white Noryl@ plastic. Temperature: for 2451. 320F to 1200F (OOC to 490C); for thermal model 2451TH. 320F to 1000F (OOC to 3aoe), Alarm point, thermal: 1350F (57"C), or 150F/min, rate-of- rise, Humidity range: 10% to 93% RH (non-condensing). Air velocity rating: 3,000 feet per minute (15 meters/sec.). PRODUCE LINE INFORMATION Model 2451 Description Photoelectric Detector. Must be mounted to one of the 840_8 Series Bases listed above, Same as model 2451 above, but with a 1350F (57"C) fixed-temperature heat sensor. Remote Annunciator for 2- or 4-wire applica- tions, Use with any 400 Series plug-in detec- tor. Fits standard U.S, single-gang electrical box. Field Test Module for all of the System Sensor 400 Series Smoke Detectors, 2451TH RA400Z MOD400R 120VAC 120VAC RA400Z ~<.p~~1- (OPnoNAL}~~<9~1- (-) 'f- _~ (-) t-~ 8~mll1(-':: /301. \ r+~:1 l30-4 :! '" 2[] ~ 14\ i ~ " ; -I- 20 ~ '4' II~ D U 13l,,,) COM I L~\ g LJ 13 'I COM I ~ () c' 1 N:,: N{j' I () \, ,'2,',"N,C, : + '-(),:~] 91q;,9~ ~ +, '--\~ Ig1QJ:. N.D. i I 'I' ~"'(~r T I AUXIUARY I"'ll: ","1 AUXILIARY ;, 1 I I FORMC : I 1!! I FORMC II I,. I : i CONTACTS i;: ' ! I CONTACTS , : ! I ,," : l-:..L---_ I' I,,, II : !, : I I i I ! I SUPERVISION CIRCUIT, I I : i ,hi ~ ': ~ ~-'I- j 111: i. I' i IO~ i I II i Iii I UI ~ I I,I! I I II 1'~~OLUlii i I PANEL ~...J L ALARM CIRCUIT I ~ 84048 Wiring Diagram MOUNTING BASE SELECTION GUIDE (-) (-) I i OPTIONAL ,-- dl RA400Z RA400Z! r:1 ((+:;12 3 H\) ~ 4/ -~~TI (+) I' ii, .;JJ ~ ((+)tH 4(-)) L ~ (+) , UJ OPTIONAL FAULT TOLERANT WIRING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - - - - - - (+) ~ 84018/8401 Wiring Diagram (+) --~ RA400Z RA400z (OPTIONAL) {OPT/(]NAL} \ (-), . [1::11 2 .3 [f. . 4-Li(:!:-..)" -4!" " .,;;J=..O~M~ --- \ _ 1\2~'t.~~ \ " ~Ii" N,O, H .'1111 ~\::o% ~RM CIRCUIT W EOl POWER SUPERVISION ~o'~T:~ ..J o UI ~ 84028 Wiring Diagram i~T~1 2i~~ ) (2 If 1"0,,.' 1.,,( COM.JJ' \ m~. co~ 139 N.c, Ii \ / 13 N.C, ! j "" 12\c:J. N,O, (;'e , 12<9 N 0 / . __ ' .j AUXILIARY AUX, CONTACTS ~~ tl__ EOL RESISTOR OPTIONAL NFPA CLASS' A' WIRING ~ 84068 Wiring Diagram Base Loop Current Alann Nominal Standby Current Model Version Limit Contact Draw Number Type Resistor Type Voltage Voltage on Alann 8401 & UUULGI 2-wire* No - 12/24 VDC 8.5 to 35 10 to 100 84018 EN-54 VDC mA** 84028 UL & ULC 4-wire Yes Form-A & -C 24 VDC 17 to 32 14 to 39 VDC mA B4048 UL & ULC 4-wire Yes Form-A & -ciA 120 VAG 120 VAG 75 mA AC Supervisory maximum 84OG8 UUULCI 2-wire* No Form-C 24 VDC 15 to 32 12 to 100 EN-54 VDC mAU Co~r e Screen ii Detector . *Functionality contingent on panel compatibility. "Must be limited by control panel. RELAY CONTACT RATINGS: resistive or Inductive (60% power factor) load, Form-A: 2,0 A at 30 VAC/DC. Form-C: 0,6 A atl10 VDC; 2,0 A al30 VDC; 1.0 A at 125 VAC; 2.0 A at 30 VAC, Page 2 of 2 - DN.1217' 06/19/98 r~NOTIFIER~ ~ ~ FIRE SYSTEMS October 19, 1998 DN-5566 . J-122 Wheelock AS Series Audible Strobe Devices and AH Series Audible Devices GENERAL Section: AudioNisual Devices Wheelock's new two-wire (patent pending) AS Series Audible Strobe Devices and AH Series Audible Devices feature less current draw and reduced inrush, The audible provides a select- able choice of either a continuous horn tone or a temporal pattern (Code 3) tone when constant voltage from a Fire Alarm Control Panel (FACP) is applied. Each tone has three dBA settings to choose from. All models (audible only or audible/strobe) may be synchronized when used in conjunction with the SM or DSM Sync Module, Additionally, the audible may be silenced while maintaining strobe activation on combination AS Series units. AS Series Audible Strobes and AH Series Audibles are designed for maximum performance. reliability. and cost-effectiveness while meeting or exceeding the latest requirements of NFPA 72 (National Fire Alarm Code). ANSI 117 ,1 (American National Stan- dard for Accessible and Usable Buildings and Facilities) and UL Standard 1971 (Standard for Signaling Devices for the Hearing Impaired) and UL 464 (Audible Signal Appliances). AS Series Audible Strobe Devices, when properly specified and installed in accordance with NFPNANSI standards, can provide the Equiva- lent Facilitation allowed under ADA Accessibility Guidelines (ADAAG General Section 2,2) by meeting or exceeding the illumination which results from the ADA specified strobe intensity of75 candela at 50 feet (15.24 m), This is an illumination of 0,030 lumens per square foot. When used with Wheelock SM and/or DSM Sync Modules, syn- chronization of the continuous horn tone provides the temporal (Code 3) tone (mandated by NFPA-72 [1993] with an effective date of July 1996) simultElneously for all audible devices. This ensures a distinct temporal (Code 3) pattern when two or more audiblEls are within hElaring distancEl, If not synchronized, the temporal could oVElrlap and not bEl distinctivEl, At thEl same timEl. the strobes will be synchronized, This providEls the ability to comply with ADA recommendations concerning photosensitive epilepsy and NFPA standards when installing two or more visual devices within the field of view. These fe<;ltures. and the ability to silence the audible devices, are achieved using only two wires, FEATURES ADNNFPNANSI compliant. Meets OSHA29 Part 191 0,165. UL 1971 listed for Signaling Devices for the Hearing Impaired and UL Standard 464 for Audible Signal Appliances. Lower current draw and reduced inrush, . Patented two-wire device, Selectable for continuous horn or temporal (Code 3) tones. Field-selectable dBA levels for both tone varieties: Continuous tone: anechoic at 90,95, or 99 dBA; reverberant at 82,88, or 91 dBA, Temporal (Code 3) tone: anechoic at 90, 95, or 99 dBA; reverberant at 75, 82, or 85 dBA. @ @ California State Fire Marshal 7125-0785:131 E 5946 CS 356 <8>- MEA OB6A2.A Y 151-92-E (SM/DSM) AS Audible Strobe AH Audible Patented Universal Mounting Plate allows mounting to single- gang, double-gang. 4" (10.16 em). or 100 mm European backboxes. or to the SHBB surface backbox, No additional trim plates are required. AS Series Audible Strobe Devices are available in wall- and ceiling-mount models: Wall-mount models are available in 15. 15/75, 30, 75. and 110 candela intensities, The 15/75 candela wall-mounted strobes are listed at 15 candela under UL Standard 1971 and meet 75 candela intensity on axis for ADA guidelines with low current draw. Ceiffng-mount models are offered in 75 and 100 candela intensities. All models can be synchronized by adding the SM or DSM Sync Module to the NAC circuit: Sync the audible: Maintain the temporal pattern when two or more devices are within an area, Meets N FP A requirementfor T emporai Evacuation Notification, Sync the strobe: Maintain true one-flash-per-second when using two or more visual devices within the field of view. Meets ADA and NFPArequirements. Silence the audible while maintaining the strobe flash, option. This document is not intended to be used for installation purposes, We try to keep our product infonnation up-to-date and accurate, We cannot cover all specific applications or anticipate all requiremenlll. All specifications are subject to change without notice. For more information, contact NOTIFIER, Phone: (203)484.7161 FAX: (203)484-7118 @l N OTI FI E R. 12 Clintonville Road, Northford, Connecticut 06472 ISO 9001 II:~:.I : II II: . ~. =I .~ ENCIfIfBINC I MANDfKDBINC DN-5566 . 10/19/98 - Page 1 of 4 All feature:> on two wires, . 12- and 24-volt models available, . AH Series Audible Device:;; are available in two models: AH-12 or AH-24/ndoor Audible Horn is enclosed in a grille matching that of the AS Series Audible Strobes, AH-12WP or AH-24WP (weatherproof) can be installed in- doors or outdoors. When used outdoors, they must be used with a WBB-R weatherproof backbox, GENERAL NOTES . Strobes are designed to flash at1 "ash per second minimum from 20 to 31 VDC(for24 VDCmodels).or10.5to 15.6VDC (for 12VDCmodels), NotethatNFPA-72 (1996) specifies a flash rate of 1 to 2 flashes per second , and ADA guidelines specify a flash rate of 1 to 3 flashes per second, All candela ratings represent minimum effective strobe intensity based on UL 1971. ORDERING INFORMATION AS Series Strobe products are listed under UL 1971 for indoor use with a temperature range of320F to 1200F (OOC to 490C) and maximum humidity of85%, AH Series horns are listed under UL 464 for audible signal appliances. AH-12WP andAH-24WP audible devices are listed underUL464 for indoor/outdoor use with a temperature range of -31 OF to 1500F (~350C to 660C) and maximum humidityof95%, !E...WARNINGff PLEASE: RE:AD THE:SE: SPE:CIFICATIONS AND ASSOCIATE:D INSTALLATION INSTRUCTIONS CAREFULLY BEFORE: USING. SPECIFYING, OR APPLYING THIS PRODUCT. FAILURE TO COMPLY WITH ANY OF THE FOLLOWING INSTRUCTIONS, CAUTIONS, AND WARNINGS COULD RESULT IN IMPROPE:R APPLlCA TION,INST ALLA nON AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGE:NCY SITUATION. WHICH COULD RESULT IN PROPERTY DAMAGE. AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. MODEL NUMBER INPUT STROBE MOUNTING MODEL NUMBER INPUT STROBE MOUNTING VOLTAGE CANDELA OPTIONS' VOLTAGE CANDELA OPTIONS' AS-2415W-FR 24 VDC 15 A, B. D, F, G, 0, R. X AS-2475C-FW 24 VDC 75 A, B, D, F, G, R, V, X AS-241575W-FR 24 VDC 15f75 A, B. D, F. G, O. R. X A5-24100C-FW 24 VDC 100 A, B, D, F, G, R. V, X AS-2430W-FR 24 VDC 30 A, B, D, F, G, O. R. X i AH-12-R 12 VDC - A, B, D, F, G, 0, R, X AS-2475W-FR 24 VDC 75 A, B, D, F, G, 0, R. X " AH-24-R 24 VDC - A, B, D, F, G. 0, R, X AS-24110W-FR 24 VDC 110 A,B,D,F,G,O,R.X AH-12WP-R 12 VDC - K AS-1215W-FR 12 VDC 15 A. B, 0, F, G, 0, R, X AH-24WP-R 24 VDC - K AS-121575W-FR 12 VDC 15f75 A. B, D, F, G, 0, R, x ... . ,....... .'~ ~i i( " ,.... SYNC MODULES" INPUT VOLTAGE AVERAGE CURRENT MOUNTING OPTIONS' I); i ,.'.". SM-12124-R 12 VDC 124 VDC 0,014 (12 VDC) I 0,025 (24 VDC) E,N I. DSM-12124-R 12 VDC 124 VDC 0,020 (12 VDC) I 0,038 (24 VDC) W Ii. l. , l NOTES: 1) COLORS: Wall-mount models offered in red; ceiling-mount models offered in white, 2) SUFFIXES USED ABOVE: W = Wall mounting; C = Ceiling mounting; WP = Weatherproofing; F = Fire lettering; R at end = Red plate; W at end'" While plate. EXAMPLES: AS-2415W-FR (Wall mounting - Eire lettering, Bed plate); AS-2475C-FW (Ceiling mounting - Eire lettering, White plate). . For descriptions of MOUNTING OPTIONS. refer to NOTIFIER data sheet DN-6111, derived from Wheelock #57000. .. SM Sync Modules are rated for 3.0 amperes at 12 or 24 VDC; DSM Dual Control Modules are rated for 3,0 amperes per circuit. The maximum number of interconnected DSM modules is twenty (20). Refer to installation instructions for SM (Wheelock #P83123) and DSM (Wheelock #P83117). ........ AVERAGE CURRENT Average Current (Amperes)* at Low/Medium/High Audible Settings Voltage: 20 VDC 24 VDC 31 VDC 10.5 VDC 12 VDC 15.6 VDC Settings: LO MED HI LO MED HI LO MED HI LO MED HI LO MED HI LO MED HI 90 95 99 90 95 99 90 95 99 90 95 99 90 95 99 90 95 99 Model: dBA dBA dBA dBA dBA dBA dBA dBA dBA dBA dBA dBA dBA dBA dBA dBA dBA dBA AS-2415W-FR 0.070 0,074 0,088 0.064 0,072 0,087 0.058 0,067 0.090 - - - - - - - - - AS-241575W-FR 0,084 0.089 0,105 0,077 0,083 0.102 0.067 0.077 0,100 - - - - - - - - - AS-2430W-FR 0.111 0.116 0.126 0.096 0,105 0.120 0.084 0.092 0,119 - - - - - - - - - AS-2475W-FR 0,178 0,184 0,200 0.149 0,156 0,177 0,117 0.130 0,152 - - - - - - - - - AS-24110W-FR 0,210 0.216 0.230 0.177 0.183 0.202 0.146 0.158 0,183 - - - - - - - - - AS-1215W-FR - - - - - - - - - 0.184 0.205 0.248 0,162 0.191 0,238 0.145 0.179 0.233 AS-121575W-FR - - - - - - - - - 0.250 0.267 0.317 0.211 0,231 0.285 0,174 0,200 0.258 AS-2475C-FW 0.279 0,287 0.306 0,230 0.238 0.261 0.284 0,294 0.329 - - - - - - - - - AS-24100C-FW 0,317 0,324 0.340 0,265 0.272 0.292 0.334 0,340 0,366 - - - - - - - - - AH-12-R - - - - - - - - - 0,030 0.037 0.093 0,035 0.043 0.100 0,040 0,056 0,128 AH-24-R 0.014 0.020 0,035 0.017 0.024 0.041 0,021 0,030 0.053 - - - - - - - - - AH-12WP-R - - - - - - - - - 0,030 0,037 0.093 0,035 0,043 0.100 0,040 0.056 0,128 AH-24WP-R 0.014 0.020 0,035 0,017 0,024 0,041 0.021 0.030 0.053 - - - - - - - - - 'Average current per actual Wheelock Production Testing @ 10,5, 12, 15.6,20,24. and 31 VDC, For rated average and peak current across the UL listed voltage range for both filtered and unfiltered VRMS, see installation instructions (Wheelock #P83509 [AS] and #P83519 [AHJ), Page 2 014 - DN-5566. 10/19/98 FEATURES QUICK REFERENCE MODEL NUMBER MLL CEILING NON-SYNC SYNC'S wi STROBE 24 VDC 12 VDC RED w-lITE MOUNT MOUNT SM or DSM CANDELA AS-2415W-FR X X X 15 X X AS-241575W-FR X X X 15/7 5 X X AS-2430W-FR X X X 30 X X AS-2475W-FR X X X 75 X X AS-24110W-FR X X X 110 X X AS-1215W-FR X X X 15 X X AS-121575W-FR X X X 15/7 5 X X AS-2475C-FW X X X 75 X X AS-24100C-FW X X X 100 X X AH-12-R X X X X X X AH-24-R X X X X X X AH-12WP-R X X X X X X AH-24WP-R X X X X X X WIRING DIAGRAMS AS device non-synchronized. ~ From + PRECEDING { DEVICE - or FACP + } To NEXT - DEVICE or EOLR + SIGNAL AS and AH devices synchronized with DSM Module dual Class "A" (Style Z) ~ circuit with NO audible silence feature. I FACP i '-f DSM . ., n SYNc+! , SYNC- i --~"r "'1 " " + OUT 1 ! !: , :' I ~..:11 r---1,"-: i + IN 1 : ,ASlilASfIIAHI: ,-T~ MINUS 1 :11" Tr if I! .'-.~"- ----t--' ~> ~--' 1-, +-+-- t AUDIBLE ! i AUDIBLE I I . i NAG : i : CIRCUIT: 'I : OUT i i ! : ; , .- -'.---"-~r .' - AUOIBLE ~----~'i '+-1 '-,"i--~l \ , , ; i i ' i , ' i ! ! '--------t-' .,~;~~-;~'rILJIJ1~ L-------i' + IN 2 iASi!iASt!iAHf! AUDIBLE NAC i tOUT 2 ,- iT -n.J ~T ' CIRCUIT RETURN i ,.._-==:::=:::~~.::t...J ,__J ~_.-: ~--, NOTES: . AS/AH must oe set on continuous horn tone, and con- nected to the SM or DSM Sync Module, to achieve synchronized temporal (Code 3) tone, . For details on using SM or DSM Sync Modules. refer to Wheelock data sheet #S3000, or Wheelock installation instructions #P83123 (for SM) or#P83177 (for DSM), AS devices synchronized with SM Module single Class "B" (Style Y) circuit ~ WITH audible silence feature. ....... FACP i + STROBE. .~ NAC CIRCUIT + STROBE 'SM I I i ) - STROBE , EOLR' , · OUT -1 ~JI@Hl,~:'" : i ~':>~~_~-..J L-..J L _J l~_J '-+'-----r) + AUDIBLE I I AUDIBLE i EOLR' I i NAC CIRCUIT i - AUDIBLE : , , . _~ __ __,~~_-----.---..-J , EOLR VALUE DETERMINED BY FACP NAC CIRCUIT(S), AS and AH devices synchronized with multiple DSM Modules. ~ INTERCONNECTING WIRING SHOWN, MAXIMUM OF TWENTY (20) DSM MODULES. AUDIBLE NAC FACP ~C~'!. : STROBE.... I NAC ! CIRCUIT DSM #1 . .. _ ,._ ~'~} iASf.iAS.liAH! '-I ,~ I ' , I r----j '" SYNC + I I Ii SYNC - ! 1 cu____J i l I i j I AUDIBLE : i DSM #2 , I, ~~~UIT... ! t i--- -! LA~ i AS I 1..----14': I ~ [--t--i . i. STROBE.... .-+-1 SYNC + i : NAC i ~ I i ,CIRCUIT ! '-: SYNC - I , , I L.~____J I ' i AUDIBLE I, DSM #3 .. ...., ! ~~CCUIT... tB'--r 1 AS Ii A~J iAH I I STROBE.... : L j", SYNC + I 'INAC ~... . I CIRCUIT --Ie, SYNC- I ______ L_____________ DN-5566' 10/19/98 - Page 3 of 4 ~WARNINGl' CONTACT WHEELOCK FOR "INSTALLATION INSTRUCTIONS" (Wheelock #P83~09 [AS], #P83641 ~. . [AH-WP), and #P83519 [AH)) AND "GENERAL INFORMATION" SHEET (Wheelock #P82380) ON THESE PRODUCTS. THESE MATERIALS UNDERGO PERIODIC CHANGES, IT IS IMPORT ANT THAT YOU HAVE CURRENT INFORMATION ON THESE PRODUCTS. THESE MATERIALS CONTAIN IMPORT ANT INFORMATION THAT SHOULD BE READ PRIOR TO SPECIFYING OR INST AlUNG THESE PRODUCTS,INClUDING: TOTAL CURRENT REQUIRED BY ALL DEVICES CONNECTED TO SYSTEM PRIMARY AND SECONDARY POWER SOURCES. FUSE RATINGS ON NAC CIRCUITS TO HANDLE PEAK CURRENTS FROM ALL DEVICES ON THOSE CIRCUITS. COMPOSITE FLASH RATE FROM MULTIPLE STROBES WITHIN A PERSON'S FIELD OF VIEW, VOLTAGE APPLIED: THE VOLTAGE APPLIED TO THESE PRODUCTS MUST BE WITHIN THEIR RATED INPUT VOL T AGE RANGE, INSTALLATION OF 100/110 CANDELA STROBf PRODUCTS IN SLfEPING AREAS. INSTALLATION IN OFFICE AREAS AND OTHER SPECIFICATION AND INSTALLATION ISSUES, Note: USE AS/AH ONLY ON CIRCUITS WITH CONTINUOUSLY APPLIED OPERATING VOLTAGE, DO NOT USE AS SERIES ON CODED OR INTERRUPTED NAC CIRCUITS IN WHICH THE APPLIED VOLTAGE IS CYCLED ON AND OFF. AS THE STROBE MAY NOT FLASH. CONDUCTOR SPECifiCATIONS: CONDUCTOR SIZE (AWG).LENGTH AND AMPACITY SHOULD BE TAKEN INTO CONSIDERATION PRIOR TO DESIGN AND INSTALLATION OF THESE PRODUCTS, PARTICULARLY IN RETROFIT INSTALLATIONS. FAILURE TO COMPLY WITH THE INSTALLATION INSTRUCTIONS OR GENERAL INFORMATION SHEETS COULD RESULT IN IMPROPER INSTALLATION, APPLICATION, AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION, WHICH COULD RESULT IN PROPERTY DAMAGE AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. Wheelock products must be used within their published specifications and must be PROPERLY specified, applied, installed. operated. maintained. and operationally tested in accordance with their installation instructions at the time of installation and at least twice a year or more often and in accordance with local, state, and federal codes, regulations, and laws, Specification, application, installation, operation, maintenance, and testing must be performed by qualified personnel for proper operation in accordance with all of the latest National Fire Protection Association (NFPA), Underwriters' laboratories (Ul). National Electrical Code (NEC). Occupational Safety and Health Administration (OSHA), local, state, county, province, district, federal, and other applicable building and fire standards. guidelines, regulations, laws. and codes including, but not limited to, all appendices and amendments and the requirements of the local authority having jurisdiction (AHJ), ARCHITECTS' & ENGINEERS' SPECIFICATIONS o The notification appliances shall be Wheelock's patented AS Senes Audible Strobe and AH Series Audible Horn devices. and when synchronization is required. companion SM and DSM Sync Modules, or approved equivalents, AS Series devices and SM and DSM Sync Modules shall be listed under Ul Standard 1971 (Emergency Devices for the Hearing Impaired for Indoor Fire Protection Service), AH Senes Audible Horn shall be listed under Standard 464 (Fire Protective Signaling). AS. AH, SM, and DSM devices shall be certified to meet FCC Part 15. Class 8. o The devices shall be designed for two-wire operation and shall provide either a continuous or temporal (Code 3) tone when constant voltage from a Notification Appliance Circuit (NACs) of the Fire Alarm Control Panel (FACP) is applied; or synchronized temporal (Code 3) ham and synchronized strobe when used in conjunction with the SM or DSM Sync Modules, o The AS Series shall be designed so that the audible signal may be silenced while maintaining strobe activation (when used with the SM or DSM Sync Modules). The SM and DSM Sync Modules shall incorporate two inputs from Notification Appliance Circuits (NACs) for power connection from the Fire Alarm Control Panel (FACP): one for the strobe circuit (NAC), and one for the audible circuit (NAC), A single two-wire output shall control both the audible and visual appliances. Upon activation of the audible silence function of the FACP. the audible signal shall be silenced while maintaining strobe activation, , Sound output at 10 feet (3.048 m) shall be field-selectable for 90,95, or 99 dBA anechoic for both continuous or temporal (Code 3) tone, The AS Series shall provide listed strobe intensities of 15, 15175.30,75, and 110 candela for wall-mount and/or 75 or 100 candela for ceiling-mount applications; with a flash rate of one flash per second minimum across the listed voltage range. The strobe shall incorporate a Xenon@ f1ashtube enclosed in a rugged lEXAN@ lens, The maximum allowable current at 24 VDC shall be 87 mA @ 15 cd, 102 mA @ 15175 cd, 120 mA @ 30 cd. 177 mA @ 75 cd, and 202 mA @ 110 cd, All devices shall incorporate a reduced inrush circuit design. The strobe shall have a horizontal plane, , The Sync Module shall be designed and available in two versions: the SM-12/24, for control of a single Class "B" NAC circuit; and a dual-outp\lt version, the DSM.12124, for control of either a single Class "A" or two Class "B' NAC circuits, The DSM dual-circuit version shall provide the additional capability of 'daisy-chaining: Le" the ability to interconnect multiple DSM's for synchronous horn and strobe operation on multiple NAC circuits, DSM-12124 interconnection capability shall be for a maximum of 20 modules (40 Class "6' NAC circuits or 20 Class "A" NAC circuits). Rated average current requirement for the SM-12124 shall be 0,014 amperes @ 12 VDC and 0,025 amperes @ 24 VDC; the DSM-12124 shall be 0.020 amperes @ 12 VDC and 0,038 amperes @ 24 VDC, The SM Sync Module shall be capable of handling a three-ampere load at 12 or 24 VDC, The DSM Sync Modules shall be capable of handling a load of three amperes per circuit in the Class "B" mode. and three amperes per module in the Class "A" mode at 12 or 24 VDC, , SM or DSM Sync Mod\lles and AS Audible Strobes shall be designed as a system for continuous activation of the strobes should the Sync Module contacts fail in the passive state (I.e., contacts remain closed), In this default mode. the strobes shall revert to a non- synchronized default flash rate. , AS/AH Series devices shall be designed for operation at 12 or 24 VDC, over their respective listed voltage ranges of 10,5 to 15,6 VDC; and 20.0 to 31,0 VDC, The units shall be designed for operation on filtered DC. or unfiltered VRMS, Rated average current for AS Senes devices shall depend upon voltage and strobe intensity; current shall be as low as 0,058 amperes for 24 VDC versions and 0,145 amperes for 12 VDC versions, Rated average current for AH Series devices (volume set at high-dB output) shall be 0,041 amperes for 24 VOC versions and 0.113 amperes for 12 VDC versions, " All versions shall be polarized for DC supervision and shall incorporate screw terminals for in/out field wiring of size #18 AWG (0,75 mm') to #12 AWG (3.25 mm'), , AS/AH shall incorporate a patented Universal Mounting Plate which shall allow mounting to single-gang, double-gang, 4" (10,16 cm) square. 100 mm European backboxes or Wheelock's SHBB surface backbox, No additional trim plate shall be required for flush mounting, " Dimensions for AS/AH appliances shall be 4,625" (11.7475 cm) square by 1,5" (3,81 cm) deep, Due to continuous development of products offered by NOTlF/ER, specifications and product availability are subject to change without notice in accordance with NOTlF/ER standard terms and conditions, Page 4 of 4 - DN-5566' 10/19/98 AUTOMATIC SPRINKLER CO. Viking Automatic Sprinkler Co. 1301 L'Orient Street St. Paul MN 55117 651-558-3300 Job Name Building Location System Contract Data File NOREX OFFICE BUILDING AREA 1 5505 COTTONWOOD LANE, PRIOR LAKE, MINNESOTA 1 NOREX.WX1 ~~mputer Programs by Hydratec Inc. Route 111 Windham N.H, USA 03087 .utomatic Sprinkler Co, ,^ OFFICE BUILDING Page 2 Date Hydraulic Design Information Sheet Name - NOREX OFFICE BUILDING Location - 5505 COTTONWOOD LANE, PRIOR LAKE, Building - AREA 1 Contractor - VIKING AUTOMATIC SPRINKLER CO. Calculated By - R. DOZER Construction: ( ) Combustible (X) Non-Combustible Occupancy - OFFICE Date - 073102 MINNESOTA System No. - 1 Contract No. - Drawing No. - 2 OF 3 Ceiling Height - 9'-0" S Y S T E M D E S I G N (X) NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 () Ex.Haz. (X) Figure 5-2.3 Curve 1 Area of Sprinkler Operation - 1500 Density - 0.1 Area Per Sprinkler - VARIES Elevation at Highest Outlet - 9.5 Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - 100 Note Calculation Summary Flow Required - 417.5 C-Factor Used: 120 Press Requi Overhead Made By Date System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make RELIABLE Model FIFR Size 1/2" K-Factor 5.6 Temp.Rat.155 At Test Underground W A T E R S U P P L Y C 0 M M S R T A 0 C R K A G E Water Flow Test: Date of Test - 1995 Time of Test Static Press - 69 Residual Press - 68 Flow - 1300 Elevation - 0 Pump Data: Rated Cap.- @ Press Elev. Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location - Source of Information - Commodity Storage Ht. Storage Method: Class Area Solid Piled % Location Aisle W. Palletized % Rack Single Row Double Row Mult. Row Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: ~omputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 H Ul H 0, Ul ::E::E::Eo, ooo,p"o, ~~l'Jl'Jl'J0'I Ho,O 0 Ull'J 'OOr-oo P" 0 ..a.", . r-\D~rl '00 .", .", " r- rl ,.. :>,~rl rlr-Q)+J .",.. 'rllo-l.M'O" C ""(Y)::lU C'O'M ~Ul roCtyl .. 0 Ul 'n E: ~ lo-l Crl ~'O Q) Q) ro or... o,.:x;aa::E ~E:E:~~E:i;' ro Q) Q) Q) Q) Q) Q) :>+J+JUlUl+J4-l Q)UlUlOOUlro ~~~:r::r:~Ul I 'I I rlNN (Y) aaa a - o o <Xl rl - o o \D .-4 - r- <Xl 0 (Y) 0 0 0 (Y) .", .-4 .:x; Ul W Q) :::> tyl +J ro ro N 0, a ro U LI") :r: +J <Xl ro - Z a .-4 ~ E: ro 0 ..c: ::l 0 Z '0 0, N C rl 'rl 8: 8: 0 H '" - .-4 rl rl 0 W 0 0 +J rl ::l 0 0:: - u c 0 H H 0 0 Ul <Xl U U H o,::E w Ul 0, +J H o,ooL'J ro w \.D - H .-4 0'1 0 '0 ~ \.D "0 0 :>, C W(Y) 0 :r: 'rl L'J H.-4 \.D H Z Q) ::l :>, 0.. H :>, H Ul .. .Q Ul 0 .-4 ::l Ul ~ - H 0.. Ul Q) 0 0 Ul U H 0.. UlH.-4 N (Y) 0 E: .rl :::> ::l Q)o,r", ro '-' '-' .", +J !Xl Ul H ........ H ro o,.-4rl --= tyl E: w H ru ro .-4 ::::; 0 0 0 U Q) U ::l ::l I I .1. I 0 H ,I I N +J H +J 'rl '0 '0 0, ::l r", ru +J 'rl 'rl -- .:x; '" 8: ru Ul Ul H 0 +JQ)Q) 0 0 0 0 0 0 w tyl :>, UlO::O:: LI") "" (Y) N .-4 0 0 0 0 0 0 0 0 0 0 .w s:: >< +J I I I rl .-4 .-4 .-4 .-4 .-4 m 00 r- \.D LI") "" (Y) N .-4 ::l 'rl W 'rl .-4NN 0. -><: a; U uuu 0, 0:: W Ul Ul :::> 0:: w E: 'rl 0 0 '> z u Eo< CI) I'a'l Eo< ~1 N l'J 0 ~1 .-i l'J 0 ~1 r- oo 0 (Y) ll'. 0 0 l:Q l:Q "" ~1 ~1 ,::( Ul OJ OJ 8 O'>+J CO CO P" 0 ::r:: z ll'. ~ I"- 0 0( .-i Eo< CO i1 ~1 ~1 .c '0 (:; '.-I 8: \D M rl 01 .-i N I'a'l rl i1 : 1 ~ 1 ,~1 rl OJ +J ~ 0 ~ e- .-; f"') It') .-i uf-o <Xl .-i N :1 ~1~1~1~1 u (:; H 0 U U OJ +J s... N co OJ .-; s... .-; rl ... 0 ~f-u '0 ~ \D .-i N >, (:; ~l ~l ~l~l~l ::r:: ' .-I L'J s... Z >, Q,H .Q Ul 0 7 0 ro .-; H N c< e- .-; Ul U H ~ '.-I 8 " U> ro "" [3 W Nf-...f-IDf-<Xl ... .-i .-i N l:Q 0 U s... +J H '101"1"1 '1-<1 "1"1 "1'1"1 P" ~ [", N m ~ ~ N ~ ~ M ~ ~ ~ . . . . . . . . . . . ,::( [", (J eJ (Y) Ul 0J m a; 0'1 0 """ "<t' H 0 (~ r'] 0j N N ~ _ _ N N 0'1 Q) 0'> +J (:; >< ~ '.-I W 0. ~ ~ EO: '.-I 0 0 N .-i <Xl N 0 > Z .-i M It) l"- N .-i .-i .-i .-i C\I 0( U .,utomatic Sprinkler Co. ~X OFFICE BUILDING Page 5 Date Fitting Legend Abbrev. Name A B C D E F G H I J K L M N o P Q R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H, USA 03087 _,utomatic Sprinkler Co, Page 6 ~^ OFFICE BUILDING Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7,7 21.5 17 .0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 0 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4,5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 P 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2,6 3.4 v 3,5 4.3 5 6.8 W 10.3 X 8.5 10.8 13 16 y 2.0 4.0 5,0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 0 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8,5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 p Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 V 8.5 10 13 W 13,1 31.8 35,8 27.4 X 21 25 33 y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .~utomatic Sprinkler Co, Page 7 ~)( OFFICE BUILDING Date Node Elevation K-Fact pt Pn Flow Density Area Press No. Actual Actual Added Req. Req, 1 9.5 5,6 15.77 na 22,24 .1 175 7 3 9.5 5,6 16.66 na 22.86 .1 160 7 5 9.5 5.6 17 .89 na 23.69 .1 160 7 7 9.5 5.6 20.58 na 25.41 .1 160 7 2 9.5 16.58 na 4 9.5 18.03 na 6 9.5 19.35 na 8 9.5 22.24 na 9 9.5 27.21 na 10 9.5 5.6 11. 65 na 19.11 .1 178 7 12 9.5 5.6 12.37 na 19.7 .1 178 7 11 9.5 12.27 na 13 9.5 13.4 na 14 9.5 5.6 15.63 na 22.14 .1 187 7 15 9.5 5.6 18,57 na 24.13 .1 119 7 16 9.5 5,6 21.19 na 25.78 .1 119 7 17 9.5 25,47 na 18 9.5 5.6 13.27 na 20.4 .1 204 7 19 9.5 5,6 14,37 na 21. 23 .1 204 7 20 9.5 5.6 15.45 na 22.01 .1 204 7 21 9.5 5.6 18.75 na 24.25 .1 110 7 22 9.5 5.6 19.21 na 24.54 .1 127 7 23 9.5 20.76 na 24 9.5 24.03 na A 9.5 28.59 na B 9.5 28.65 na C 9.5 28.79 na D 9.5 33.49 na E 9.5 47.01 na TOR 9.5 49,58 na BOR 2.583 53.72 na UG1 2.583 57,47 na UG2 1 58.17 na TEST 0 60.07 na 100 The maximum velocity is 16.14 and it occurs in the pipe between nodes 23 and 24 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 .~utomatic Sprinkler Co. Page 8 ,~)( OFFICE BUILDING Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "en or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 22.24 1.104 2E 2.565 1.500 15.767 K Factor = 5.6 to 120 5.130 2 22.24 0.1235 6.630 0.819 Vel = 7.454 22.24 16.586 K Factor 5.46 3 22.86 1.104 IE 2.565 1.500 16.664 K Factor 5.6 to 120 IT 6.413 8.978 4 22.86 0.1299 10.478 1.361 Vel = 7.662 22.86 18.025 K Factor 5.38 5 23.69 1.104 IE 2.565 1.500 17.894 K Factor 5.6 to 120 IT 6.413 8.978 6 23.69 0.1388 10.478 1. 454 Vel = 7.940 23.69 19.348 K Factor 5.39 7 25.40 1.104 IE 2.565 1. 500 20.581 K Factor 5.6 to 120 IT 6.413 8.978 8 25.40 0.1579 10.478 1.654 Vel = 8.513 25.40 22.235 K Factor = 5.39 2 22.24 1.104 11. 667 16.585 to 120 4 22.24 0.1235 11. 667 1.441 Vel 7.454 4 22.86 1. 452 11.000 18.025 to 120 6 45.10 0.1203 11.000 1.323 Vel 8.738 6 23.68 1. 452 11. 000 19.348 to 120 8 68.78 0.2625 11.000 2.888 Vel 13.327 8 25.41 1. 687 22.000 22.236 to 120 9 94.19 0.2262 22.000 4.977 Vel 13.520 9 2.154 IT 12.224 7.750 27.212 to 120 12.224 A 94.19 0.0688 19.974 1.374 Vel = 8.293 94.19 28.586 K Factor 17.62 10 19.11 1.104 2E 2.565 1. 500 11 . 648 K Factor 5.6 to 120 5.130 11 19.11 0.0932 6.630 0.618 Vel = 6.405 19.11 12.266 K Factor 5.46 12 19.70 1.104 IE 2.565 1.500 12.371 K Factor 5.6 to 120 IT 6.413 8.978 13 19.70 0.0987 10.478 1.034 Vel = 6.603 Computer Programs by Hydratec Inc, Route III Windham N.H. USA 03087 Kutomatic Sprinkler Co. Page 9 ,c;X OFFICE BUILDING Date Hyd. Qa Dia. Fi tting Pipe pt pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 19.70 13.405 K Factor 5.38 11 19.11 1.104 12.208 12.266 to 120 13 19.11 0.0933 12.208 1.139 Vel 6.405 13 19.70 1. 452 2E 3.843 16.750 13.405 to 120 7.686 14 38.81 0.0911 24.436 2.226 Vel = 7.520 14 22.14 1.452 14.000 15.630 K Factor = 5.6 to 120 15 60.95 0.2099 14.000 2.939 Vel = 11.809 15 24.13 1.687 14.000 18.569 K Factor = 5.6 to 120 16 85.08 0.1874 14.000 2.624 Vel = 12.212 16 25.78 1.687 14.000 21.193 K Factor = 5.6 to 120 17 110.86 0.3058 14.000 4.281 Vel = 15.912 17 2.154 IT 12.224 21.917 25.474 to 120 12.224 B 110.86 0.0930 34.141 3.176 Vel = 9.761 110.86 28.650 K Factor 20.71 18 20.40 1.104 10.417 13.270 K Factor 5.6 to 120 19 20.40 0.1052 10.417 1.096 Vel = 6.837 19 21. 23 1. 452 10.417 14.367 K Factor = 5.6 to 120 20 41. 63 0.1037 10.417 1.080 Vel = 8.066 20 22.01 1. 452 IE 3.843 10.667 15.447 K Factor = 5.6 to 120 3.843 21 63.64 0.2274 14.510 3.299 Vel = 12.331 21 24.24 1.687 10.125 18.746 K Factor = 5.6 to 120 23 87.88 0.1990 10.125 2.015 Vel = 12.614 87.88 20.761 K Factor 19.29 22 24.54 1.104 IE 2.565 1.500 19.208 K Factor 5.6 to 120 IT 6.413 8.978 23 24.54 0.1481 10.478 1.552 Vel = 8.225 23 87.88 1.687 10.417 20.761 to 120 24 112.42 0.3138 10.417 3.269 Vel 16.136 24 2.154 IT 12.224 37.667 24.030 to 120 12.224 C 112.42 0.0954 49.891 4.762 Vel 9.898 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ~comatic Sprinkler Co. Page 10 OFFICE BUILDING Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf!UL Eqv. Ln. Total Pf Pn 112.42 28.792 K Factor = 20.95 A 94.19 3.314 7.500 28.587 to 120 B 94.19 0.0084 7.500 0.063 Vel 3.503 B 110.86 3.314 4.000 28.650 to 120 C 205.05 0.0355 4.000 0.142 Vel 7.627 C 112.42 3.314 1J 18.927 39.833 28.792 to 120 18.927 D 317.47 0.0799 58.760 4.696 Vel 11. 808 D 3.314 2I 7.279 135.667 33.489 to 120 1J 18.927 33.486 E 317 .47 0.0799 169.153 13.520 Vel 11.808 E 3.314 11 7.279 5.917 47.009 to 120 1J 18.927 26.206 TOR 317.47 0.0799 32.123 2.567 Vel 11.808 TOR 4.31 18 16.724 6.958 49.576 to 120 IT 27.874 44.598 2.996 BOR 317 .47 0.0222 51. 556 1.146 Vel = 6.981 BaR 4.31 18 16.724 3.083 53.718 to 120 IE 13.937 30.661 3.000 Fixed loss = 3 UG1 317.47 0.0222 33.744 0.750 Vel = 6.981 UG1 6.065 1G 3.000 1. 000 57.468 to 120 3.000 0.686 UG2 317.47 0.0043 4.000 0.017 Vel 3.526 UG2 6.16 3E 20.084 344.000 58.171 to 140 2T 43.037 154.934 0.433 TEST 317.47 0.0029 2G 4.304 498.934 1.465 Vel = 3.418 100.00 Qa = 100.00 417.47 60.069 K Factor = 53.86 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 AUTOMATIC SPRINKLER CO. Viking Automatic Sprinkler Co. 1301 L'Orient Street St. Paul MN 55117 651-558-3300 Job Name Building Location System Contract Data File NOREX OFFICE BUILDING AREA 2 5505 COTTONWOOD LANE, PRIOR LAKE, MINNESOTA 2 NOREX.WX2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .~tomatic Sprinkler Co. ., OFFICE BUILDING Page 2 Date Hydraulic Design Information Sheet Name - NOREX OFFICE BUILDING Location - 5505 COTTONWOOD LANE. PRIOR LAKE. Building - AREA 2 Contractor - VIKING AUTOMATIC SPRINKLER CO. Calculated By - R. DOZER Construction: (Xl Combustible (l Non-Combustible Occupancy - ATTIC S y S T E M D E S I G N Date - 073102 MINNESOTA System No. - 2 Contract No. - Drawing No. - 3 OF 3 Ceiling Height - (Xl NFPA 13 (X) Lt. Haz. ( ) NFPA 231 ( ) NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 () Ex.Haz. ( ) Figure Curve Made By Date Area of Sprinkler Operation - 9 HEADS Density - 0.1 Area Per Sprinkler - VARIES Elevation at Highest Outlet - 17.854 Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - 100 System Type ( ) Wet (X) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make CENTRAL Model BB1 Size 1/2" K-Factor 8.0 Temp.Rat.212 Note Calculation Surrunary W A T E R S U P P L y C 0 M M S R T A 0 C R K A G E Flow Required - 354.3 C-Factor Used: 100 Press Required - 54.33 Overhead 140 At Test Underground Water Flow Test: Date of Test - 1995 Time of Test Static Press - 69 Residual Press - 68 Flow - 1300 Elevation - 0 Pump Data: Tank or Reservoir: Cap. - Elev.- Rated Cap.- @ Press Elev. Well Proof Flow Location - Source of Information - Corrunodity Storage Ht. Storage Method: Class Location Area Aisle W. % Palletized % Solid Piled Rack Single Row Double Row Mul t. Row Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 " , H U) H 0" U) LO~~~o" ::;:N191919"<l' Ho"(V) 00 U)19 'OO"<l'LO 0" "<l'.. 0 (V) "<l'LO~r-f '"<l' "<l' (V) .. "<l' r-f "<l' .. >. ~ LO "<l'"<l' Q) +J (V).. . LO ~ '.-i "0 .. C r- N ;:l U c"O '.-i .. Ul fIl C 0> .. ~ Ul -n e: ~ ~ Cr-f~"oQ)Q)fIl O~O"I::I;ClCl::;: 'je:e:~~e:t' fIl (I) (I) (I) (I) (I) (I) :>+J+JUlUl+J4-1 (l)UlUlOOUlfll [j~~:I::I:~u) I I I I r-fNN (V) ClClCl Cl - o o 00 .-l - o o W .-l - r- OO 0 (V) 0 0 0 '"' (V) .-l I::I; Q) U) (I) 8 0> +J rcl rcl N 0" Cl rcl U L1) :I: +J 00 rcl - Z Cl .-l 0. e: rcl e: 0 ..c: ;:l 0 Z "0 0" N C .-l '.-i s: s: 0 H - ~ r-f .-l r-f 0 (I) 0 0 +J .-l ::J 0 0::: - u c 0 H H 0 0 Ul 00 U U H 0..::;: (I) Ul 0.. +J ~ o..ool'J - rcl (I) W ~ r-l 0'1 0 "0 ~ \D "0 0 >. c (I) (V) 0 :I: '.-i l'J Hr-l W H Z (I) ::J >. 0. H >. H (j) .. .Q U) Cl r-l ::J Ul ~ - H 0. (j) (I) 0 0 (j) U H 0. (j) Hr-l 0 EO: '.-i ::::> ::J (I) o..r..., 8l:8 rcl +J ro Ul H '"' H rcl o..r-lr-l ~ - 0 0> EO: LLI H ru ru .-l 0 h 0 0 U (I) U ::J ::J .1 ,I, I I I I I .1 N ~ +J H +J '<4 U"O 0.. ::J r..., ru +J '<4 '<4 - .:e r..., s: ru (j) (j) H 0 +J (I) (I) 0 0 0 0 0 0 (I) (J) >. Ulo:::cr; L1) '"' (Y) N rl 0 0 0 0 0 0 0 0 0 0 +J C >< +J I 1 I rl .-l rl rl rl rl 0'1 00 r- \D L() '"' (Y) N rl ::1 '.-i LLI '<4 rl N N 0. ~ 0::: U UUU 0.. 0::: LLI Ul Ul ::::> 0::: LLI EO: ..-i 0 0 > Z U E-t U) ~ ~l N l!J D ~l r-l l!J D ~l r- oo 0 (Y') p:; 0 0 !Xl <;l' ~l ~ Ul QJ QJ 8 tJl .jJ III III 0... Cl ::r:: Z p:; p:; 0 0 0 E "" E-t E-t III ~l ~Pl .c 'D C 'rl 8= I"'- rl (V'l H Pol rl gl ~l ~l rl QJ .jJ ::l 0 0::: \D (V'l :x: l<: z ~l~l~l~l u c H 0 U U QJ .jJ 10-< ru QJ 10-< rl It') 0 'D ~ l!J (V'l "" IJ :t >, c ~l;l;Pl~l ::r:: 'rl l? 10-< Z >, 0. H .0 U) Cl H (f) U H E 'rl 8 ru .jJ OJ 10-< ru N "" 0\ tJl E w (V'l (V'l (V'l :x: .... 0 0 u ~l ~p PPl 10-< .jJ H 0... ::l [x. ~ [x. 10-< 0 QJ tJl .jJ C X ::l 'rl W ~ ~ 0::: E 'rl 0 r-l (V'l CD 0 > Z (V'l (V'l (V'l l!J l!J U ,~comatic Sprinkler Co. ,> OFFICE BUILDING Page 5 Date Fitting Legend Abbrev. Name A B C D E F G H I J K L M N o P Q R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 "utomatic Sprinkler Co. Page 6 ~^ OFFICE BUILDING Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7,7 21. 5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 p 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2,6 3.4 V 3,5 4,3 5 6.8 W 10.3 X 8,5 10.8 13 16 Y 2,0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 p Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4,2 5,0 5.0 V 8.5 10 13 W 13,1 31. 8 35.8 27.4 X 21 25 33 y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .lltomat i c Sprinkler Co. Page 7 ,^ OFFICE BUILDING Date Node Elevation K-Fact pt pn Flow Density Area Press No. Actual Actual Added Req, Req. 31 17,854 5.6 27.32 na 29.27 .1 250 20 32 15.625 5.6 28.66 na 29.98 ,1 250 20 33 17 . 188 5.6 20 na 25.04 .1 250 20 34 17.188 5.6 20.34 na 25.26 .1 250 20 35 17 . 188 5.6 21. 58 na 26.01 ,1 250 20 36 17 .188 5.6 24.25 na 27.58 .1 250 20 37 17 .188 5.6 26.53 na 28.85 .1 250 20 38 17.188 5.6 30.87 na 31.11 .1 250 20 39 17.188 5.6 31.11 na 31.24 .1 250 20 40 17 .188 32.61 na G 12.417 41.74 na H 12.417 41. 7 na J 12.417 41. 93 na K 12.417 42.06 na L 12,417 42.81 na G 12,417 41. 74 na F 12.417 41. 78 na M 12,417 42.09 na N 12.417 42,58 na P 12,417 43.1 na TOR 12,417 43.22 na BOR 2.583 48.7 na UG1 2,583 52,22 na UG2 1 52.92 na TEST 0 54,33 na 100 The maximum velocity is 19.05 and it occurs in the pipe between nodes 37 and 40 Computer Programs by Hydratec Inc. Route III Windham N.H, USA 03087 outomatic Sprinkler Co, Page 8 .A OFFICE BUILDING Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 31 29.27 1.452 5.000 27.320 K Factor = 5.6 to 100 0.965 32 29.27 0.0758 5.000 0.379 Vel = 5.671 32 29.98 1. 452 2E 2.743 29.958 28.664 K Factor = 5.6 to 100 IF 0.914 11.891 1. 389 G 59.25 0.2791 1T 5.486 41.849 11 . 682 Vel = 11.480 59.25 41. 735 K Factor 9.17 33 25.04 1. 452 6.000 20.000 K Factor 5.6 to 100 34 25.04 0.0567 6.000 0.340 Vel = 4.852 34 25.26 1.452 6.000 20.340 K Factor = 5.6 to 100 35 50.30 0.2062 6.000 1. 237 Vel = 9.746 35 26.01 1. 452 6.000 21.578 K Factor = 5.6 to 100 36 76.31 0.4458 6.000 2.675 Vel = 14.786 36 27.58 1. 687 6.000 24.253 K Factor = 5.6 to 100 37 103.89 0.3800 6.000 2.280 Vel = 14.912 37 28.85 1. 687 1T 7.168 3.000 26.532 K Factor = 5.6 to 100 7.171 40 132.74 0.5979 10.171 6.081 Vel = 19.053 132.74 32.613 K Factor 23.24 38 31. 11 1.687 6.000 30.866 K Factor 5.6 to 100 39 31.11 0.0408 6.000 0.245 Vel = 4.465 39 31.24 1.687 IT 7.168 3.000 31.111 K Factor = 5.6 to 100 7.171 40 62.35 0.1478 10.171 1. 503 Vel = 8.949 40 132.73 2.154 IE 4.362 5.833 32.614 to 100 IT 8.724 13.092 2.066 H 195.08 0.3708 18.925 7.017 Vel = 17.176 195.08 41.697 K Factor = 30.21 G -58.98 4.31 28.000 41.736 to 100 H -58.98 -0.0014 28.000 -0.039 Vel -1. 297 H 195.08 4.31 36.333 41.697 to 100 J 136.10 0.0065 36.333 0.236 Vel 2.993 J 4.31 19.417 41.933 to 100 K 136.10 0.0065 19.417 0.126 Vel 2.993 K 4.31 11 6.963 108.917 42.060 to 100 6.966 L 136.10 0,0065 115.883 0.753 Vel 2,993 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .~utomatic Sprinkler Co, Page 9 j, OFFICE BUILDING Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn L 4.31 1J 15.915 46.667 42.813 to 100 15.922 TOR 136.10 0.0065 62.589 0.407 Vel = 2.993 136.10 43.220 K Factor = 20.70 G 118.23 4.31 1I 6.963 1. 500 41. 736 to 100 6.966 F 118.23 0.0050 8.466 0.042 Vel 2.600 F 4.31 1I 6.963 55.167 41. 778 to 100 6.966 M 118.23 0.0050 62.133 0.311 Vel 2.600 M 4.31 97.583 42.090 to 100 N 118.23 0.0050 97.583 0.489 Vel 2.600 N 4.31 1I 6.963 96.583 42.579 to 100 6.966 P 118.23 0.0050 103.549 0.519 Vel 2.600 P 4.31 1J 15.915 8.500 43.097 to 100 15.922 TOR 118.23 0.0050 24.422 0.122 Vel 2.600 TOR 136.11 4.31 10 27.851 9.167 43.220 to 100 1G 1. 989 49.755 4.259 BaR 254.34 0.0207 1T 19.894 58.922 1. 218 Vel = 5.593 BaR 4.31 1B 16.724 5.083 48.696 to 120 1E 13.937 30.661 3.000 Fixed loss = 3 UGl 254.34 0.0147 35.744 0.527 Vel = 5.593 UG1 6.065 1G 3.000 1. 000 52.224 to 120 3.000 0.686 UG2 254.34 0.0028 4.000 0.011 Vel 2.825 UG2 6.16 3E 20.084 344.000 52.920 to 140 2T 43.037 154.934 0.433 TEST 254.34 0.0019 2G 4.304 498.934 0.972 Vel = 2.738 100.00 Qa = 100.00 354.34 54.325 K Factor = 48.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 AUTOMATIC SPRlNKLERC Job Name Building Location System Contract Data File NOREX OFFICE BUILDING AREA 3 5505 COTTONWOOD LANE. PRIOR LAKE. MINNESOTA 2 NOREX.WX3 Viking Automatic Sprinkler Co. 1301 L'Orient Street St. Paul MN 55117 651-558-3300 . Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rlutomatic Sprinkler Co, ,~X OFFICE BUILDING Page 2 Date Hydraulic Design Information Sheet Name - NOREX OFFICE BUILDING Location - 5505 COTTONWOOD LANE, PRIOR LAKE, Building - AREA 3 Contractor - VIKING AUTOMATIC SPRINKLER CO. Calculated By - R. DOZER Construction: (Xl Combustible (l Non-Combustible Occupancy - ATTIC Date - 073102 MINNESOTA System No. - 2 Contract No. - Drawing No. - 3 OF 3 Ceiling Height - S y S T E M (Xl NFPA 13 (Xl Lt. Haz. ( 1 NFPA 231 ( 1 NFPA 231C Other Specific Ruling Ord.Haz.Gp. ( 1 1 ( 1 2 ( 1 3 (l EX.Haz. ( 1 Figure Curve Made By Date D E S I G N Area of Density Area Per Sprinkler Elevation at Highest Outlet Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside Sprinkler Operation - 9 HEADS - 0.1 - VARIES - 22.5 - 100 System Type ( 1 Wet (Xl Dry ( 1 Deluge ( 1 Preaction ( 1 Other Sprinkler/Nozzle Make CENTRAL Model BB1 Size 17/32" K-Factor 8.0 Temp.Rat.200 Note Calculation Summary Flow Required - 479.9 C-Factor Used: 100 Press Required - 61.84 Overhead 140 At Test Underground W A T E R S U P P L Y Water Flow Test: Date of Test - 1995 Time of Test Static Press - 69 Residual Press - 68 Flow - 1300 Elevation - 0 Pump Data: Rated Cap.- @ Press Elev. Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location - Source of Information - C o M M Commodity Storage Ht. Storage Method: Class Area Solid Piled % Location Aisle W. Palletized % Rack S T o R A G E R A C K Single Row Dpuble Row Mult. Row Conven. Pallet Slave Pallet ( 1 Auto. Storage ( 1 Solid Shelf ( 1 Open Shelf Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 (Y) w w tJ'I -iJ fIl fIl 0.. Cl fIl -iJ fIl Cl 0. S ::J 0.. H CJ} H 0.. CJ} - ;:;;::;:;;::;:;;::0.. l1)0.. 0.. 0.. ~(Y)t!Jt!Jt!Jr- Ho..ro c> CJ} t!J . c> c> rl c> 0.. rl.. c> 0'\ . r-II..O--........-i .r- l1) 0'\ .. 0'\ <<r . " >.~r- r-0'\Q)-iJ <<r.. . r- H -,-i "0 .. ~ 0'\ (Y) ::J U ~"O ,,-i .. Ul fIl~tJ'I ~ Ul 'n S fIl H ,,0 Q)"O WSfIl g~~~Cl~;:;;:: '.;jSS~~st - fIlQ)Q)Q)Q)Q)Q) :>-iJ-iJUlUl-iJ4-l Q)UlUlOOUlfll (j ~ ~:r: :r: ~ CJ} I I I I rlNN (Y) ClClO 0 - N U - - - - 8, (Y) - Cl . - - - rl - - ~ - " - - I I I I .1. .1. ,I. I H 0 CJ} U Ho..;:;;:: CJ} 0.. H o..OOG W 1.0 rl 0'\ 0 ~ 1.0 "0 ~ W(Y) .,-i t!J Hrl H Z W ::l 0. H >. H (f) .. CJ} Cl rl ::J Ul ~ H 0. (f) Q) 0 U H 0. UlHrl .,-i :::> ::l wo.."" .jJ o:l CJ} H fIl o..rlrl S W H fIl fIl 0 U W U ::l ::J .jJ H .jJ ,,-i "0 "0 ::l "" fIl .jJ ,,-i ,,-i >'t: "" :s: fIl (f) Ul 0 .jJww tJ'I >. CJ}a::a:: c x .jJ I I I ',-i W ,,-i rl N N ~ a:: u uuu ',-i 0 > z c> l1) rl c> '<1' rl c> (Y) rl c> N rl c> rl rl c> c> rl c> 0'\ o 00 c> r- c> 1.0 c> l1) c> '<1' c> (Y) co N co rl 0.. a:: w a:: CJ} CJ} :::> w c> o 00 rl c> o 1.0 rl r- oo 0 (Y) c> c> 0 '<1' rl ~ CJ} :::> l1) :r: 00 z rl S fIl c> .c c> Z "0 N ~ rl ,,-i :s: :s: 0 H "" rl rl rl c> W c> 0 .jJ rl ::l 0 a:: u ~ c> H c> 00 u W -iJ fIl H "0 0 >. 0 :r: 1.0 >. .0 0 Ul c> S '<1' f\l H c> tJ'I 0 c> H N 0.. H W .jJ ::l 0. E 0 U E-t CIl fil E-t ~i ('II 15 ~i .... 15 ~i P: 0 I%l ~i P: 0 E-t ~i r- oo 0 (>') 0 ll< '<3' ~i ~ Q) Q) UJ 0'> -iJ ::> III III n. 0 ::r:: z It: Z ~ ~l ~i III .c u C ,..; :s: <Xl ... :t: rl ~i ~i rl rl Q) -iJ ~ 0 n:: P: I"- 0 t:l ... Z E-t rz. ~ Pl ~ Pi ~ 1 u C H 0 U U Q) ~ -iJ Q) ru rl M \D .-t ~ ..'>C ... ... III H Cl U c ~Pi~i~i~i >, ...; 19 ::r:: ~ z 0, H >, UJ 0 .Q H U H (f) ,..; ::> ~ -iJ al ru III N III 0 ~ ~ w ... ... III It: :Il tJ> 0 u ~rprPi 0 -iJ H "" ~ rz.. n. ~ u, 0 "" tJ> Q) C X -iJ ,..; W ~ ..'>C a; Q. ,..; 0 .-t ... 0\ E > Z ... ... ... t:l t:l 0 U nutomatic Sprinkler Co. ,,,~:X OFFICE BUILDING Page 6 Date Fitting Legend Abbrev. Name A B C D E F G H I J K L M N o p Q R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 ~ Automatic Sprinkler Co. Page 7 ",EX OFFICE BUILDING Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7,7 21.5 17,0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9,5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 p 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5 6.8 W 10.3 X 8.5 10,8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 p Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4,2 5,0 5.0 V 8,5 10 13 W 13,1 31. 8 35,8 27.4 X 21 25 33 y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rlutomatic Sprinkler Co. Page 8 .,~X OFFICE BUILDING Date Node Elevation K-Fact pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 41 22,5 5,6 36,9 na 34.02 .1 340 36,9 42 19.812 5,6 38.66 na 34.82 .1 340 36.9 43 18.583 40.26 na 44 20,583 8 26.52 na 41.2 .1 380 23.7 45 20.583 8 27,23 na 41.75 .1 380 23.7 46 20,583 8 28.74 na 42.89 .1 380 23,7 47 20,583 8 29.73 na 43.62 .1 380 23.7 48 20.583 8 31. 44 na 44.86 .1 380 23.7 49 20.583 8 36.1 na 48.07 .1 380 23.7 50 20.583 8 37,05 na 48.69 .1 380 23,7 51 20.583 39.05 na J 12,417 45.52 na K 12.417 45.52 na L 12.417 46.95 na J 12.417 45.52 na H 12,417 45.63 na G 12,417 45.72 na F 12.417 45.74 na M 12,417 45.93 na N 12,417 46.23 na P 12.417 47.44 na TOR 12.417 47.73 na BOR 2,583 54.54 na UG1 2.583 58.65 na UG2 1 59.36 na TEST 0 61. 84 na 100 The maximum velocity is 18,87 and it occurs in the pipe between nodes 48 and K Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 nutomatic Sprinkler Co. Page 9 ,d~;X OFFICE BUILDING Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf!UL Eqv. Ln. Total Pf Pn 41 34.02 1.452 6.000 36.900 K Factor = 5.6 to 100 1.164 42 34.02 0.1000 6.000 0.600 Vel = 6.592 42 34.82 1.687 6.000 38.664 K Factor = 5.6 to 100 0.532 43 68.84 0.1775 6.000 1. 065 Vel = 9.881 43 2.154 IE 4.362 33.125 40.261 to 100 IF 1.745 14.838 2.670 J 68.84 0.0540 IT 8.724 47.963 2.589 Vel = 6.061 68.84 45.520 K Factor 10.20 44 41.20 1.452 5.000 26.522 K Factor 8.0 to 100 45 41.20 0.1426 5.000 0.713 Vel = 7.983 45 41.75 1. 687 6.000 27.235 K Factor = 8.0 to 100 46 82.95 0.2505 6.000 1. 503 Vel = 11.906 46 42.89 2.154 6.000 28.738 K Factor = 8.0 to 100 47 125.84 0.1648 6.000 0.989 Vel = 11.079 47 43.61 2.154 6.000 29.727 K Factor = 8.0 to 100 48 169.45 0.2857 6.000 1.714 Vel = 14.919 48 44.86 2.154 IE 4.362 10.792 31.441 K Factor = 8.0 to 100 IT 8.724 13.092 3.537 K 214.31 0.4412 23.884 10.538 Vel = 18.869 214.31 45.516 K Factor 31.77 49 48.07 1.452 5.000 36.100 K Factor 8.0 to 100 50 48.07 0.1896 5.000 0.948 Vel = 9.314 50 48.69 1. 687 6.000 37.048 K Factor = 8.0 to 100 51 96.76 0.3332 6.000 1. 999 Vel = 13.888 51 2.154 IE 4.362 22.875 39.047 to 100 IT 8.724 13.092 3.537 N 96.76 0.1013 35.967 3.645 Vel = 8.519 96.76 46.229 K Factor = 14.23 J -21.48 4.31 19.417 45.521 to 100 K -21.48 -0.0002 19.417 -0.004 Vel -0.472 K 214.32 4.31 11 6.963 108.917 45.516 to 100 6.966 L 192.84 0.0124 115.883 1. 435 Vel 4.241 L 4.31 1J 15.915 46.667 46.951 to 100 15.922 TOR 192.84 0.0124 62.589 0.775 Vel 4.241 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 Automatic Sprinkler Co. Page 10 .,t:X OFFICE BUILDING Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "e" or Ftng I s Pe Pv ******* Notes ****** Point Qt Pf!UL Eqv. Ln. Total Pf Pn 192.84 47.726 K Factor 27.91 J 90.31 4.31 36.333 45.521 to 100 H 90.31 0.0031 36.333 0.111 Vel 1.986 H 4.31 28.000 45.631 to 100 G 90.31 0.0030 28.000 0.085 Vel 1. 986 G 4.31 11 6.963 1.500 45.716 to 100 6.966 F 90.31 0.0031 8.466 0.026 Vel 1. 986 F 4.31 11 6.963 55.167 45.742 to 100 6.966 M 90.31 0.0030 62.133 0.189 Vel 1.986 M 4.31 97.583 45.931 to 100 N 90.31 0.0030 97.583 0.297 Vel 1.986 N 96.77 4.31 11 6.963 96.583 46.228 to 100 6.966 p 187.08 0.0117 103.549 1. 212 Vel 4.114 p 4.31 IJ 15.915 8.500 47.441 to 100 15.922 TOR 187.08 0.0117 24.422 0.286 Vel 4.114 TOR 192.83 4.31 1D 27 . 851 9.167 47.727 to 100 1G 1.989 49.755 4.259 BOR 379.91 0.0434 IT 19.894 58.922 2.558 Vel = 8.354 BOR 4.31 1B 16.724 5.083 54.544 to 120 IE 13.937 30.661 3.000 Fixed loss = 3 UG1 379.91 0.0310 35.744 1.108 Vel = 8.354 UG1 6.065 1G 3.000 1. 000 58.651 to 120 3.000 0.686 UG2 379.91 0.0058 4.000 0.023 Vel 4.219 UG2 6.16 3E 20.084 344.000 59.360 to 140 2T 43.037 154.934 0.433 TEST 379.91 0.0041 2G 4.304 498.934 2.042 Vel = 4.090 100.00 Qa = 100.00 479.91 61. 835 K Factor = 61. 03 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 Plan Review comments Norex Building 5505 Cottonwood Ln. Prior Lake MN Separate permit required for alarm systems. It is the responsibility of the sprinkler system contractor to flush all main and branch lines to insure proper function. All materials shall be tested and approved for intended use. Separate permit required for fire alarm system. Provide ADA approved alarms to notify occupants at 15 disables above the ambient noise levels in an approved location. Fire Sprinkler systems shall be off site monitored in an approved manor. Bulletin 136H Model F1 FR Model F1 FR Recessed Quick Response Sprinklers -4 c.u (J) I OJ c CD =:!" ::J Model F1 FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall -HSW 1 Deflector Model F1 FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW1 Deflector Product Description Reliable Models F1 FR and F1 FR Recessed Sprinklers are quick response sprinklers which combine the dura- bility of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1 FR and F1 FR Recessed automatic sprinklers utilize a 3.0mm frangible glass bulb. These sprinklers have demonstrated response times in labora- tory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1 FR and F1 FR Recessed sprinklers to apply wa- ter to a fire much faster than standard sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a pre- cisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response. The balance of parts are made of brass, copper and be- ryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distribute the discharging water. The temperature rating of the sprinkler is identified by the color of the glass bulb. Recessed Pendent " F c= l c.. C ,4{t€ A Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, de- flector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Association or the approving authority having jurisdiction, Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard response sprinklers should not be intermixed, The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Model F1 FR Quick Resp-onse Upright, Pendent & Conventional Sprinklers Installation Wrench: Model 0 Sprinkler wrench Installation Data: Sprinkler Type Standard-Upright (SSU) and Pendent (SSP) Deflectors MarRed to Indicate Position UK" Factor US Metric Sprinkler Approval Height Organizations )I,"(15mm) Standard Orifice with y,"NPT (R)I,) Thread 5,62 81.0 " . . . " 2.2- 1,2.3.4.5.6.7.8 Upright 1.2.8 4.6.7 stall in Upright or Pendent Position 10mm Orifice XLH with RYe Thread 15mm Standard Orifice with )I, " 20mm L ' 4 PT (RX) Thread .1 5,62 8.0 115,3 4.6.7 4.7 (1) Identified by a pintle extending beyond the deflector. Model F1 FR Quick Resp-onse Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench Installation Data: Upright (1) Nominal Orifice UK" Factor Thread Size Sprinkler Height Approval(2) Organizations I~.~ - '<01 [ {JIA US Metric )1," (15mm) )1," NPT(R)I,) 5.62 81,0 2.2" (56.1mm) 1,2.3.4.5.7.8 (1) Identified by a pintle extending beyond the deflector, (2) Refer to escutcheon data table for approvals and dimensions, Model F1 FR Quick Resp-onse Vertical Sidewall Sprinkler Installation Wrench: Model 0 Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: UK" Factor Nominal Thread Sprinkler Approval Orifice Size US Metric Height Organizations )I,"(15mm) )1," NPT(R)I,) 5,62 81.0 2.2" (56.1 mm) 1.2.3.4(1),5.6.8 (1) LPC Approval is Pendent only, Model F1 FR Quick Response Horizontal Sidewall Sprinkl Deflector: HSW 1 Installation Wrench: Model 0 Sprinkler Wrench Installation Data: Approval Or~nizations UK" Factor and Type 0 Approval Nominal Thread Sprinkler Light Ordinary Orifice Size US Metric Length Hazard Hazard )1," )1," NPT 5,62 81,0 2.63" 1.2.3.5.8 1.2.5,8 NOTE: UL and ULC Listing permits use with F1 or F2 recessed esctucheons, 2. ,--- Pendent Conventional ( '..._.~ -- - -_--1 .\/Iodel F1 FR & F1 FR Recessed Quick Response Sprinklers Installation Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard response sprinklers should not be intermixed The Model F1 FR Recessed Quick Response Sprin klers are to be installed as shown. The Model F1 or F2 Es cutcheons illustrated are the only recessed escutcheon to be used with the Model F1FR Sprinklers, The use 0 any other recessed escutcheon will void all approvals and negate all warranties. When installing Model F1 FR Sprinklers use the Model o Sprinkler Wrench. When installing Model F1 FR Re- ...... cessed Sidewall Sprinklers use the Model GFR1 Sprin- kler Wrench. Use the Model RC1 Wrench for installing F1 FR Recessed Pendent Sprinklers, Any other type of wrench may damage these sprinklers. Maintenance The Models F1 FR and F1 FR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be main- tained to allow quick replacement of damaged or oper- ated sprinklers. Temperature Ratings Sprinkler Bulb Classification Temp rature oc OF Color Ordinary 57 135 Orange - ~ "",vrdinary 68 155 Red - Intermediate 79 175 Yellow S Intermediate 93 200 Green f High(l) 141 286 Blue J (1) Not available for recessed sprinklers, Sprinkler Types ~tandard Upright Standard Pendent Conventional Sidewall Vertical Horizontal HSW1 _ >Recessed Pendent Recessed Horizontal Sidewall HSW1 Escutcheon "'\ j Bronze Chrome Plated White Painted (1) Other finishes and colors are available on special order. consult the factory for details, (2) FM Approval is limited to bronze and brass, chrome or black plated finishes only, Approval Organizations 1. Underwriters Laboratories, Inc. 2. Underwriters' Laboratories of Canada 3. Factory Mutual Research Corporation 4. Loss Prevention Council 5. NYC 8S&A No, 587-75-SA 6. Meets MIL-S-901C and MIL-STD 167-1 7, Verband der Schadenversicherer 8. NYC MEA 258-93-E Escutcheon Data Face of Fitting Escutcheon Approvals Adjustment "An to Ceiling or Model (inches) (Inches) Wall Dimension Cinches) F1 1,2,4 Y. Y. Y., - ';{, ( F2) 1,2.3,4,5,7,8 Y, 1 Y., - 'X, ''-.,/ 'I' ULI Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler Ordering Information Specify 1. Sprinkler Model 2, Sprinkler Type 3. Orifice Size 4, Deflector Type 5. Temperature Rating 6. Sprinkler Finish 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Note: When Model F1 FR Recessed sprinklers are ordered the sprinklers and escutcheons are packaged separately. ULI Guide Number VNIV .-/ 3, CENTRAL ATTIC 3-01 Specific Application Attic Sprinklers™ Back to Back™, Single DirectionaJfM & HlpTM Fast Response Glass Bulb or Fusible link Automatic Sprinklers Tyco Fire Products - www.centralsprinkler.com 451 North Cannon Avenue, Lansdale. Pennsylvania 19446 ___ USA Customer Service/Sales: Tel: (215) 362-0700/ Fax: (215) 362-5385 Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 [ENTRAL ~~-. ~ ~ General _ Description The Specific Application Attic Sprinklers are the evolution of fire sprinklers for attics, The Specific Application Attic Sprinklers provide the best fire protection in an attic while saving cost by using extended coverage spacing, The Specific Applica- tion Attic Sprinklers have undergone the most extensive fire testing ever done for attics and are allowed for use under their specific application guidelines by UL and NFPA The Specific Application Attic Sprinklers are the first sprinklers to be: . Listed for extended coverage in combustible construction. . Full-scale fire tested in both wet and dry system scenarios, . Full-scale tested, for Listing in wood truss construction, . Listed for specific pitches of roof slope. The Specific Application Attic Sprinklers provide the best level of protection and control cost by eliminating the need for additional sprinklers and the associated cost. There is just one branch line along the ridge for the entire building unless there is a need for single directional or hip sprinklers, In that case. there is still only one line in each area, For example, a system in a 60'-0" (18,3 m) wide attic would use 5 branch lines to cover the main portion of the building and several off-set branch lines to cover the hip area, With the attic sprinklers, there is just one line down the ridge and one down each slope of the hip, This is approximately 80% less pipe that needs to be installed, This saves the cost of the pipe, fittings, hangers, and associated labor for three branch lines. Also the volume of the system is reduced. This could reduce the size of the dry pipe valve or allow the 60 second requirement to be met without an accelerator. The other cost reduction is in the new Listing of Blaze Master CPVC for Attic spaces feeding the wet system sprinklers below the ceiling, Traditionally BlazeMaster CPVC has been used on the lower floors in the joist space above a ceiling that does not require sprinklers, The cost of using CPVC on those floors can now be translated to the upper floor even if sprinklers are required in the attic, There are three (3) models of the Specific Application Attic Sprinklers, Back to Back (dual directional), a Single Directional and a Hip sprinkler. The Back to Back and Single Directional sprinklers have three separate versions that are used for different roof pitches, The pitches can vary from a minimum of 4 in 12 to a maximum of 12 in 12. The Back to Back (dual directional} The Back to Back Specific Application Attic Sprinkler, named so because it perfonns like two sidewall sprinklers placed back to back with one operating element, throws a narrow but long pattern, The narrow spacing along the ridge serves two purposes, The response time is reduced by having the sprinklers no farther than 6' -Q" (1.8 m) apart and the spray can be concentrated in the throw direction to obtain a pattern that will cover up to 30'-0"(9.1 m) each side when measured horizontally, The three different styles account for different roof slopes and the two different orifice sizes allow lower flows and pressures for smaller spacing. The Back to Back requires only one line to be run down the ridge of the attic to cover both sides, Be sure that it is installed vertically, not angled with the slope, and the correct model is used to compensate for the slope. The Single Directional The Single Directional is much like a conventional vertical sidewall, However, the pattem is a narrow, long throw like the Back to Back, The Single Directional is basically half a Back to Back Specific Application Attic Sprinkler. The use is primarily for attics that have shear walls running to the roof sheathing, These (Continued on Page 2) -, - '-----" Specific Application Attic Sprinklers No. 6-1,0 ~ General ,. Desc. (Cont.) situations require a pattem in only one direction, Another use is when the framing direction is parallel with the outside wall in the hip area (see figure 11), In this case. the Single Directional would be used on one side of the slope and standard sprinklers would be used to protect the other side, Be sure that it is installed vertically. not angled with the slope, and the correct model is used to compensate for the slope. The HIP SDrinkJer The HIP Sprinkler covers the area of the hip in the attic, This is a slightly different concept than the Back to Back or Single Directional. The HIP Sprinkler is located along the slope down the hip, and throws a 90" pattern toward the outside eaves. This allows the water to "comer" the fire and control it even at far distances. It does not throw much water directly up or down the hip but rather it throws most of the pattern out to each side (90") down the slope of the roof and therefore can be spaced 6'..{)" (1.8m) to 3'-0" (O,9m) on center down the slope without the danger of cold solder, To use the HlpTM Sprinkler, the framing must be perpendicular to the outside wall (see figure 12) and the maximum throw cannot be over 28'-Q" (8,5m) measured flat It, unlike the Back to Back and Single Directional, is run with the deflector parallel with the slope and there is only one model with flows and pressures for two different spacings, Operation: BB1-'~. BB2-'~, BB3-'~ & HIP - The glass bulb rontains a fluid which expands when exposed to heat When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, which then allows the sprinkler to activate & flow water. BB1, BB2, BB3. SD1, SD2 & SD3 - The fusible link assembly is romprised of two link halves which are joined by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, which then allovvs the sprinkler to activate and flow water, WARNINGS The Specific Application Attic Sprinklers described herein must be installed and maintained in rompliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction, Failure to do so may impair the integrity of these devices. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions, ~ Technical iflI Data Sprinkler Identification Number SIN C4180 - 881-% (8.0 K-fador) SIN C4181- BB2-'~(8,O K-fador) SIN C4182 - BB3-'~(8,O K-fador) SIN C3180 - BB1 (5,6 K-factor) SIN C3181 - BB2 (5,6 K-factor) SIN C3182 - BB3 (5,6 K-factor) SIN C3183 - SD1 (5.6 K-fador) SIN C3184 - SD2 (5.6 K-factor) SIN C3185 - SD3 (5.6 K-factor) SIN C3187 - HIP (5.6 K-factor) Approvals UL & ULC Listed, (The approvals apply only to the service ronditions indicated in the Design Criteria Section) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 1/2 inch NPT -{K=5,6) 3/4 inch NPT - (K=8.0) Discharge Coefficient K = 5,6 GPfvVpsi'12 (80,7 LPM/bar'l2) K = 8.0 GPfvVpsi'12 (115,3 LPM/bar'l2) Temperature Ratings BB1-'~, BB2-'~, BB3-'~ & HIP 200oFI930C BB1, BB2, BB3, SD1, SD2 & SD3 2120F/100oC Finishes Sprinkler. Natural Brass Physical Characteristics The Specific Application Attic Sprinklers utilize a dezincifjcation resistant (DZR) bronze frame. The thermal sensitive element is either a 3 mm bulb with a two- piece brass and ropper button assembly. or a monel thermal sensitive link, The sprinkler frame orifice is sealed with a gasketed spring plate (Belleville Seal) consisting of a beryllium nickel disc spring that is sealed on both its inside and outside edges with a TeflonlM gasket The rompression screw is bronze, & the deflector is brass, 2 ~ Installation The Specific Application Attic Sprinklers must be installed in aa:ordance with the following instructions: NOTES Do not install any bulb type sprinkler if the bulb is aacked or there is a loss of liquid from the bulb, Wtfh the sprinkler held horizontally, a small air bubble should be present A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 tUbs, (9,5 to 19.0 Nm). Amaximumof21 ft.lbs. (28,S Nm) of torque is to be used to install 1/2~ NPT sprinklers, A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 ft.lbs, (13,4 to 26,8 Nm), A maximum of 30 tUbs, (40,7 Nm) of torque is to be used to install3l4~ NPT sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Step 1. All Specific Application Attic Sprinklers except the HIP must be installed in the upright position with the frame arms vertical. The deflector takes into account the slope, The HIP sprinkler is installed with the deflector parallel with the slope of the hip, All Sprinklers must be installed so the frame arms are parallel with the branch line pipe. Step 2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting, Step 3. Wrench tighten the sprinkler using only the following wrenches: BB1-%. BB2-% & BB3-'~ - W-Type 3 Sprinkler Wrench (1073) HIP - Combination Wrench (1106) BB1, BB2. BB3, SD1, SD2 & SD3 _ use an open end adjustable wrench Wrenches are to be applied to the sprinkler wrench flats (Ref. Page 3) only, Back to Back Dual Directional Attic Sprinkler BB 1-17/32", BB2-1'l'32", BB3-1'l'32" Back to Back Dual Directional Attic Sprinkler BB1, BB2, BB3 Uill! ~ WRENCH {) I~ 2-118" FLAT ~54'O mm) "J4"N~ WRENCH FLAT ~ 2-112" (63.5 mm) ~T~ ELEVATION VIEW ELEVATION VIEW Single Directional Attic Sprinkler S01, S02, S03 HIP Sprinkler ~ WRENCH FLAT ~ 3" (76,2 mm) J WRENCH FLAT 1/2" NPT ------ ------------ ELEVATION VIEW ELEVATION VIEW W-Type 3, Sprinkler Wrench (Part #1073) Combination Sprinkler Wrench (Part #1106) 3 ~ Design C;.::! Data Specific Application Guidelines Area of Use: Roof structures, combustible and non-combustible including wood joist and wood trussed attics with a ceiling below, Hazard: Light hazard, Maximum Roof Soan: 60 feet (18,3 m) for BB model sprinklers and 40 feet (12.2 m) for SO model sprinklers and 28 feet (8,5 m) for HlpTM sprinklers (see figures 1,2& 12), See table on page 5 for minimum sprinkler flows and pressures. Roof span may be up to 80'.0" (24,2 m) by using additional standard spray sprinklers (see figure 13 & 14). Minimum Distance Between Attic Sprinklers: 4 feet (1.2 m) as measured along branch line for 8B17/32", BB or SO (see fig. 3), 3 feet (0,9 m) as measured along branch line for HIP (see figure 11), Maximum Distance Between Attic Sprinklers: 6 feet (1,8 m) on center along the branch line (see figure 3), Minimum Distance Between Standard and Attic Sorinklers: 6 feet (1.8 m) as measured along the peak/ridge direction (see figure 4) and 26 feet (7,9 m) in the slope direction for BB17/32", BB and HIP versions (see figure 6), Deflector Installation Position Below Peak/Ridge: 22" (558,8 mm) maximum, 16" (406,4 mm) minimum (see figure 5), Minimum Distance Away From Trusses: Attic Sprinklers must be installed 6" (152,4 mm) away from the face of trusses (see figure 7), Maximum Distance From the Center Line of Ridge: 6" (152,4 mm) (see figure 8), Maximum Distance For HIP Sorinklers From the Center Line of the Hip: 6" (152,4 mm) (see figure 8), Use of U.L. Listed CPVC Piping: To use BlazeMaster™ CPVC in the attic to feed the wet system ceiling sprinklers on the floor below, there must be 6" (152,4 mm) of insulation covering the pipe extending 12" (304,8 mm) on each side away from the cenv5rline of the pipe and the area above the CPVC must be protected by Attic Sprinklers (see figure 9), If the pipe is located inside the ceiling joist, the joist channel must be covered or filled with 6" (152,4 mm) of non-combustible insulation on top of the pipe and the area above must be protected by Attic Sprinklers (see figure 10). Insulation is for fire protection purposes, It is not freeze protection, BlazeMaster CPVC must be installed in accordance with the BlazeMaster installation guide instructions with respect to heat sources, (Note: The SpeCific Application Attic Sprinklers cannot be installed on BlazeMaster CPVC) System Type: Wet or Dry Hydraulic Requirements: For hydraulic requirements see page 11, To Determine the Correct Flow and Pressure: Determine the model span (measured flat) and the slope of the roof. Use this information with the chart on page 4, There is no interpolation of the flow and pressure shown, Round all cases to the next higher spacing, For example, a 45'-0" (13.7 m) span with the BB117/32" would be calculated at the 60'-0" (18,3 m) span, Obstructions: See page 9 for guidelines, (For guidance on the size of piping to which a SpeCific Application Attic Sprinkler can be directly attached, refenece NFPA 13 - 1999 Section 5-8,5.2,2 Exception No, 4) Maximum Coverage Area: 400 square feet (37,2 m2), Spacing for Back to Back Attic Sprinklers is determined by twice the distance of the furthest throw measured along the slope, multiplied by the distance along the branchline (maximum distance along branch line is 6'-0" (1,8 m) regardless of the length of the throw), Note: The distance along the branchline may have to be reduced to less than the maximum of 6'-0" (1,8 m) to remain under 400 sq. ft. (37,2 m2) maximum depending on the slope and the span. In no case can the span exceed 60'-0" (18,3 m) without additional standard spray sprinklers. Spacing for the Single Directional Attic Sprinklers is the distance along the branchline multiplied by the distance of the throw down the slope, Regardless of the throw, the maximum distance along the branchline is 6'-0" (1,8 m) the maximum throw, measured horizontally is 40'-0" (12,2 m), and the maximum spaCing per sprinkler is 400 square feet (37,2 m2), Spacing for the Hip sprinkler is the distance down the larger slope multiplied by two multiplied by the distance between the sprinklers as measured along the slope of the hip, 4 Specific Application Attic Sprinkler Design Data Roof Span* , Flow i Pressure Sprinkler *** GPM(Lpm) I psi (bar) Pitch BB1-'V,2 60' (18,3 m) (or less) 38 (144) I 23,7 (1,6) 4:12 (102mm:305mm) to less than 7:12 (178mm:305mm) BB2-'V,2 60' (18,3 m) (or less) 38 (144) 23.7 (1,6) 7: 12 (178mm:305mm) to less than 10: 12 (254 mm:305mm) BB3-1V,2 60' (18,3 m) (or less) 40 (152) I 26.3 (1,8) 10:12 (254mm:305mm) to 12:12 (305mm:305mm) BB1 60' (18,3 m) (to more 38 (144) I 46.0 (3,2) 4:12 (102mm:305mm) to less than 7:12 (178mm:305mm) than 40' (12,2 my) BB2 60' (18,3 m) (to more 38 (144) 46,0 (3,2) 7:12 (178mm:305mm) to less than 10:12 (254 mm:305mm) than 40 (12,2 my) BB3 60' (18,3 m) (to more 38 (144) 46,0 (3,2) 10: 12 (254mm:305mm) to 12:12 (305mm:305mm) than 40' 02,2 m)) BB1 40' (12,2 m) (or less) 25 (95) 20,0 (1,4) 4:12 (102mm:305mm) to less than 7:12 (178mm:305mm) BB2 40' (12,2 m) (or less) 25 (95) 20,0 (1,4) 7: 12 (178mm:305mm) to less than 10: 12 (254 mm:305mm) BB3 40' (12,2 m) (or less) 25 (95) ! 20.0 (1,4) 10:12 (254mm:305mm) to 12:12 (305mm:305mm) SD1 40' (12,2 m) (to more 35 (132) i 39,0 (2,7) 4:12 (102mm:305mm) to less than 7:12 (178mm:305mm) than 30' (9,1 my) ! SD2 40' (12,2 m) (to more 35 (132) I 39,0 (2,7) 7:12 (178mm:305mm) to less than 10:12 (254 mm:305mm) than 30' (9,1 my) , I SD3 40' (12,2 m) (to more 35 (132) I 39.0 (2,7) 10:12 (254mm:305mm) to 12:12 (305mm:305mm) than 30' (9,1 m)) ! SD1 30' (9, 1 m) (to more I 25 (95) I 20.0 (1,4) 4:12 (102mm:305mm) to less than 7:12 (178mm:305mm) than 10' (3,0 my) I i SD2 30' (9, 1 m) (to more I 25 (95) [ 20,0 (1,4) 7:12 (178mm:305mm) to less than 10:12 (254 mm:305mm) than 10' (3,0 my) ; SD3 30' (9, 1 m) (to more 25 (95) I 20,0 (1,4) 10: 12 (254mm:305mm) to 12:12 (305mm:305mm) than 10' (3,0 m)) j SD1 10' (3,0 m) (or less) 19 (72) I 11,5 (0,8) 4:12 (102mm:305mm) to less than 7:12 (178mm:305mm) SD2 10' (3,0 m)(or less) 19 (72) I 11,5 (0,8) 7:12 (178mm:305mm) to less than 10:12 (254 mm:305mm) SD3 10' (3,0 m) (or less) 19 (72) ! 11,5 (0,8) 10:12 (254mm:305mm) to 12:12 (305mm:305mm) HIP **28' (8,5 m) (to more 34 (129) i 36,9 (2,5) 4:12 (102mm:305mm) to less than 12:12 (305mm:305mm) than 20' (6,0 my) ; HIP **20' (6,1 m) (or less) 25 (95) ! 20,0 (1,4) 4:12 (102mm:305mm) to less than 12:12 (305mm:305mm) * This is the span as measured horizontal, not along the slope as shown in figure 1. ** The HIP sprinkler spacing is measured as shown in figure 12, *** For BB and HIP sprinklers in attics greater than 60' (18.3 m) and equal or less than 80' (24,4 m) see Figures 13 & 14, Use of U.L. Listed CPVC Piping To use BlazeMaster CPVC in the attic to feed the wet system ceiling sprinklers on the floor below, there must be 6" (152,4 mm) of insulation covering the pipe extending 12" (304,8 mm) on each side away from the centerline of the pipe and the area above the CPVC must be protected by Specific Application Attic Sprinklers(see figure 9). If the pipe is located inside the ceiling joist, the joist channel must be covered or filled with 6" (152,4 mm) of non-combustible insulation on top of the pipe and the area above must be protected by Attic Sprinklers (see figure 10). 5 Figure 1 ~-"~--span Direction Dual Directional---~-~----- Figure 3 I''''~~", /' -E~ 4' (1 ,22 m) minimum 6' (1,83 m) maximum ~I/e I ':K,,~,,_ ."" \ i1 Attic Sprinklers Branch Line ~ \ Ceiling Figure 5 Figure 2 16" (406,4 mm) minimum r' 22" (558,8 mm) r~ "- L _ maximum )i. To Bottom of SheathinQ ~ Di'ediooal Attic - ~_ Span Dimens~~~ Single Directional I Span Dimension . _ J, Single Oirediona I Figure 4 " /e 6' (1,83 m) minimum I'~"""^m- ~_~-"*,,.H"" 'I ~ ~,~'lII \ II ~ Standard Sprinkler Branch Line Allie Sprinkler \ Ceiling FiQure 6 6 Figure 7 Ridge ~ 1< I-~ """"'".<<_..~'_x"'._"_"""'~ 6. (152,4 mm) minimum Branch line _ Tru~~__ . \ Ceiling Figure 8 Fiaure 9 Non-Combustible Insulation _ . 6" (152,4mm) Insulation Joist: L- 1'-0" J~-- 1'-0" J (304.8 mm) (304,8 mm) Insulation of piping is for fire protection, not freeze protection. Figure 1 0 Non-Combustible Insulation i Non,Combuslible Insulation . ",,; mml ". --:ti }",,; m." OR :' CPvc ",~ Design Guidelines To design a project with attic sprinklers use these steps as a guideline: . Determine if single, dual directional or hip sprinkler is needed. . Determine the roof slope is between 4:12 to 12:12, If more than one slope is being used on a project, select the correct sprinkler for each area, . Follow the guidelines for each type of sprinkler as follows: For Back to Back (dual directional) . Detennine the throw needed (see spadng requirements on page 5), If over 20'.{J'(6, 1 m) up to 60'..{J"(18,3 m) is required, use the 8.0 K-factor back to back dual directional to reduce the pressure required, or if pressure is not a concem, use the 5,6 K- factor Sprinklers to minimize over discharge. . If less than 2(NJ'(6, 1 m) is required. use the 5.6 K-factor back to back dual directional to minimize pressure and flow require- ments. . Determine the distance along the slope. If the distance is not equal, use the longer side. Multiply the longer side by two to determine the spacing down the slope, Four hundred divided by this value will detennine the maximum spacing along the ridge, The maximum is distance is 6'..{J" (1,8 my. For example, a 12:12 slope at the maximum span of 60 feet (18.3m)will produce a slope length of approximately 42,5 feet (13.0 my. That number multiplied by two produces a 85'(25,9 m) throw, Four hundred square feet maximum divided by an 85(25.9 m) throw only allows a 4'-8"(1,4 m)spacing along the ridge, Using the maximum spacing. space the sprinklers along the ridge, . Avoid obstructions as shown on page 9, If necessary. add standard sprinklers to maintain coverage around obstructions, . Calculate the sprinkler system in accordance with the appropriate flow and pressure information on page 5, There is no interpolation of the flows and pressures shown on the chart, For Single Directional . Detennine the throw needed, . As the 400 square feet (37,2 nil is not a factor with the Single Directional, the maximum spacing is 6'..{J"(1,8 m)and the minimum is 4'..{J"(1,2 m) (see figures 2 & 11). (The reason 400 square feet is not an issue with the single directional is because at its maximum spadng, 6'-OH (1,8 m)on center/covering 40'-0" (12.2 m)f/at / a 12:12 slope / and the throw being 56,5 feet (17,2 m), the 400 square foot (37,2 nil maximum would not be exceeded.) . Avoid obstructions as shown on page 9, If necessary, add standard sprinklers to maintain coverage around obstructions, . Calculate the sprinkler system in accordance with the appropriate flow and pressure information on page 5, There is no interpolation of the flows and pressures shown on the chart, For HIP SDrinkler {see figure 111 . Verify framing direction is perpendicular to outside wall (see figures 11 & 12), If not, cover that area with standard sprinklers. . From the intersection of the top of the hip and the ridge the maximum distance down the slope of the hip is 3'..{J"(0,9 m), Start the layout with the first sprinkler as close to that point as possible, but no further. while staying 6"(152.4 mm) away from the face of the trusses, Remember the slope of the hip is not equal to the slope of the roof from the ridge to the outside wall, Continue to space sprinklers down the hip at a maximum of 6'..{J"(1,8 m) on center as measured along the slope of the hip, When the bottom of the hip is encountered, the last sprinkler must be within T -6"(2,3 m) of the outside wall as measured flat (plan view), If this pipe is "cut to fif remember to take into account the different slopes the hip and the roof as well as distances measured along the slope verses horizontal in plan view, . Avoid obstructions as shown on page 9, If necessary, add standard sprinklers to maintain coverage around obstructions, I Figure 11 HIP Installation if Framed Parallel to Outside Wall Standard Sprinkers to be used in this area. Install per NFPA 13. When truss direction is panrallel to outside wall, as shown, see figure 12 for joists perpendicular to outside wall. Back to Back Attic Sprinkler 60' (18,3 m) Outside Wall 6'-0" (1,8 m) Max, r 40'-0" (12,2 m) maximum Be sure that single directional sprinklers are installed vertical as the deflector compensates for the slope, Fiqure 1 2 HIP Installation if Framed Perpendicular to Outside Wall .. Ridge i Slope- ~ Slope . HIP Sprinkler ;:\-' -c-..~,~' ::::-,"~ ,,'b ~~ ti;\ \..:~.~o~ .' '" $:) '-2<::- '" 3'-0~0,9 m) max. t (on slope) 28'-0" (8,5 m) maximum . 7'-6" (2,3 m) max, 8 Obstructions Obstructions to Attic Sprinkler differ from standard sprinklers and the following criteria shall be used. There can be up to a 6"(152,4mm) obstruction, measured vertically, as long as it is 36"(914,4mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger, there must be a sprinkler on the other side of the obstruction. See figure A & B. This does not limit the top cord of the trusses or the depth of the rafter, but rather obstructions that run across the trusses or rafters, If the obstruction is below the sprinkler, there must be 6"(152.4mm) clearance over the top of the obstruction to allow water to pass both over and under the obstruction. The 6"(152.4mm) is measured perpendicular to the slope from the bottom of the joist. If there is not 6"(152.4mm) clearance, a sprinkler must be added on the opposite side of the obstruction, Ducts, as per NFPA 13, require a sprinkler under them if they are over 4'-0"(I.2m) wide, If they are not, then no sprinkler underneath is required, Fiqure D -. Figure F See Table 1 For Vertical Obstruction, See Table 1 on Page 10, The maximum dimension of the obstruction is the width of the obstruction and the horizontal distance away from the obstruction is measured flat. 9 Table 1* - Spacing for Vertical Obstructions Maximum Dimension I Minimum Horizontal of Obstruction Distance to Obstruction W'-1"(12,7mm-25,4mm) 6"(152mm) --, ----12"(305 mm) >1"-4"(25,4mm-l01,6mm) -,- --, >4 "-8" (101,6mm-203,2mm) 24"(610 mm) >8"-10" (203,6mm-254mm) 5'(1,5 m) > 1 0"-20" (254mm-508mm) 10'(3,0 m) >20"-30" (508mm-762mm) -- 15'(4,6 m) >30"-40" (762mm-l016mm) 20'(6,1 m) >40"-48"(10 16mm-1219,2mm) 25'(7,6 m) >48"(1219,2mm) sprinkler required beyond * When minimum horizontal distance is less than Table 1, an additional sprinkler is required beyond the obstruction, Figure 13 BB and HIP Sprinklers for Attics Greater Than 60'(18,3m) and Equal or Less Than 80'(24,4m) ~_!O' (3.05m)_J.____~._ 60: (18.3 m) maxmum tor _.._______1--1-0. (3.05mL..I i'''::~_____~",,~8(1~~;=- Max. _I Figure 14 If the attic has noncombustible insulation on the ceiling below the attic sprinklers, the area of coverage is measured from the top of the insulation. -- -'--Width of Allie Sprinkler Spacing Figure 15 - BB and HIP Sprinklers Plan View Perimeter Protection Plan View Pari meter Protection 6' (1,83 m) I'lli a.c. ..; . . . m) -----'------1-1 I i I 60' j(18,23 m) I I I ! 1: . '0' (3,~5 m) . . . . ~ t Start spacing at 31' (9.45 m) away from corner Coverage by standard sprinklers Max, 7' (2,13 m) on center Attic sprinklers in buildings over 60'-O"(18,3m) up to 80'-O"(24,4m) wide Attic sprinklers in conjunction with standard sprinklers can be used to protect attics over 60'-0"(18,3m) up to 80'-0"(24.4m) wide, Attics over 80'-0"(24,4m) wide must use standard sprinklers throughout as attic sprinklers have not completed testing in this scenario. To use attic sprinklers in these attics, space attic sprinklers to protect the center portion of the building, add standard sprinklers around the perimeter at a maximum of 7'-0" (2, 1m) and a minimum of 6'-0" (1,8m) on center, The HlpTM sprinklers can continue down the hip. Start spacing standard sprinklers 31 '-0" (8.4m) away from the corner. 10 Hydraulic Calculations Attic sprinklers must be calculated in conformance with these guidelines, In all cases, the design area shall include the most hydraulic demanding sprinklers, More than one set of calculations may be required to prove different situations, 1, Attics Protected Entirely with Back to Back Attic Sprinklers - For wet systems, calculate the most demanding 5 sprinklers. For dry systems, calculated the most demanding 7 sprinklers (see Fig. 16), 2, Attics Protected Entirely with a Mixture of Back to Back and HIP Attic Sprinklers - For wet systems, calculate the most demanding 5 sprinklers. For dry systems, calculate the most demanding 9 sprinklers with a maximum of 7 to be Back to Back sprinklers (see Fig, 17). 3, Attics Protected with Single Directional Attic Sprinklers - For wet systems, calculate the most demanding 5 sprinklers, For dry systems, calculate the most demanding 9 Single Directional Attic Sprinklers or standard sprinklers, whichever is more demanding (see Fig, 18). Figure 16 Back to Back Calculation Example (Dry System Shown) / / -I:-h/I:7~-I: ~I:-' -~-_.. -r--- 1234567 Ri<lge y Example: Calculate the 7 most demanding back to back sprinklers along the ridge, Figure 17 Mixed Attic Sprinkler Example (Dry System Shown) f.------- 1.:3 I'\'~ , I :J ' ! :Jll. k !7j(-- ""..';' ; i . --- - I 2 I ! 1 .;:( I.' r :I .1 :I ':I ,:I 5 6 4, Attics Having HIP Roofs with the HIP Joists Parallel to Outside Wall (see Fig, 11) or attics having a mixture of standard spray sprinklers and Specific Application Attic Sprinklers™- The design area requirements of NFPA 13 shall apply to all sprinkler types, 5, Attics having a Width Greater than 60 ft.(18,3m), but in no Case Greater than 80 ft,(24.4m) - For attics having HIP roofs with joists parallel to outside wall, the requirements in Item 4 above apply. For other attics, the requirements in Items 1 or 2 above shall be used plus two additional standard type sprinklers installed along the eave included in the calculation (see Fig. 19), Figure 18 Single Directional Example (Dry System Shown) 2 3 4 5 6 7 8 9 V1iall . . . . . Wall /u .... .... Example: Calculate the 9 most demanding single directional attic sprinklers, Figure 19 Attics Greater Than 60 Ft. (Dry System Shown) / // / / . -1: /x~I:~Vi-Xj/-:I:- --X----'- 1234567 / / . . . . . . . . Example: When mixing back to back and standard sprinklers at the eave, calculate the 7 most demanding back to back sprinklers for dry systems or 5 most demanding for wet systems, plus the most demanding 2 additional standard sprinklers at the eave, 11 rmJI Care & ~ Limited L.j Maintenance ~ Warranty The Specific Application Attic Sprin- klers must be maintained and ser- viced in accordance with the following instructions, NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system it controls, permission to shut down the affected fire protection systems must be obtained from the proper authori- ties, All personnel who may be affected by this action must be notified. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced, Automatic sprinklers must never be shipped or stored where their tem- peratures will exceed 100oF/380C and they must never be painted, plated, coated or otherwise altered after leaving the factory. Modified, or over- heated fusible link sprinklers must be replaced, Glass Bulb sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush, Care must be exercised to avoid damage - before, during, and after installation, Sprinklers damaged by dropping, striking, wrench twisU slippage, or the like, must be re- placed, Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion Section). The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (e,g" NFPA 25), in addition to the standards of any other authorities having jurisdiction, The installing contractor or sprinkler manufacturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. 1:qca/Flow Control! Tyco Fire Products Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service, This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated byowner- ship with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option, Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products, Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's repre- sentatives, IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSE- QUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EX- CEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRAN- TIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. 12 .. Ordering I:t::Ilnformation Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench, Refer to price list for complete listing of Part Numbers, Patents: U.S.A. Patent Number 5,669,449 is applicable to the Central Specific Application Attic Sprinklers, Other Patents are pending with regard to other design features. Teflon is a trademark of the DuPont Corp, Printed in USA 3-01 Aboveground Piping N. Test Description Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static pressure in excess of 150 psi (10,2 bars) for two hours, Differential dry-pipe valve clappers shill be left open during test to prevent damage. All aboveground piping leakage shall be stopped. Pneumatic: Establi sh 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 1.5 psi (0.1 bars) in 24 hrs. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1.5 psi (0.1 bars) in 24 hrs. 0, Tests 2. I. All piping hydrostatically tested at.2...QQ psi for _ hours 2, Dry piping pneumatically tested ~Ves 0 No 3. Equipment operates properly .a Yes 0 No 4. Do you certify as the sprinkler contractor that additives and corrosive chemicals, sodium silicate or derivatives of sodium silicate, brine, or other corrosive chemicals were not used for testing systems or stopping leaks? 5. Drain Test: a. Static pressure reading of gage located near water supply connection ~ psi. b. Residual pressure with valve in test connection open wide _ / 0 psi. 6. Underground mains and lead in connections to risels flushed before connection made to sprinkler piping and verified by copy of form No, 13-U MVes 0 No 7. Flushed by installer of underground piping a Yes 0 No 8. If powder driven fasteners are used in concrete, has representative sample testing been satisfactorily completed? p, Blank Testing Gaskets I. Number used: IV 0 .OJ E 2. Locations: AI/A 3. Number removed: N / It Fl..qiV /WrU'ITi.-"^,o 6-~ Q. Welded Piping _ If welded piping was used in the system, ,r S'R~~ . . complete the following: I. Do you certi fy as the sprinkler contractor that welding procedures comply with the require- ments of at least A WS D 1 0.9, Level AR-3 Q'Yes 0 No 2. Do you certity that the welding was performed by welders qualified in compliance with the re- quirements of at least AWS DIO.9, Level AR-3~Ves 0 No 3. Do you certity that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, openings in the pipe are smooth, slag and other welding residue are removed, and the internal diameters of piping are not penetrated R. Cutouts (Disks) Do you certify that you have a control feature to ensure that all cutouts (disks) are retrieved? .aVes 0 No S. Hydraulic Data Nameplate Provided )rYes 0 No T. Date left in service (with al! control valves open): U, Signatures I. Name s 'nkler contractor:L11N Iij:-MATtl.. S{'f.. I ~KI..f. 2. Tests ed by: f r) /1L For p yown r ~. Y6:t-- Tit ' Date: I~ -J45-ll.- For s rinkler contractor (Signed): Title: Date: V. Comments (This section is for additional explanation and notes, AlI"No" answers must be explained here.) Co~Jractor's Material and Test Certificate for A, rocedure ( on orms to A Upon completion of work, inspection and tests sha1l be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job, A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authori- ties, owners and contractor, It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. All "No" answers shall be explained in the Comments portion of this form. Property Name: ,AIO ({ E:I' 0 FFIC-,€ B U I/...O IN b-- Property Address: 5S"O$" C.r:HTONWOU() /-4~ Date: 12.2.-cj B, Plans P ~ loR L.A KI!"I /VIN th "(N ) C. ,,-1.( tN=- 1. Accepted by Approving Au ontles ames: f' R / (HI. I A-Kt. 2. Address: I " 2. 00 l; A C:. LE C R a::.1C A- v~, 3. Installation conforms to accepted plans t(Yes 0 No 4. Equipment used is approved )Q Yes 0 No C. Instructions 1. Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment ~V es 0 No 2, Have copies of the following been left on the premises: a. System components instructions B"Ves 0 No b. Care and maintenance instructions ~Ves 0 No c. NFPA 25 StYes 0 No D, Location of system - Supplies building: j} Ii Ie.. - f)~1( SYSn;1'1 E, Sprinklers Make Model Year Made 00'2. F, Pipe and Fittings I, Type of Pipe: t.1lJ./€ItT'LItNP Mii~ 2. Type of Fittings: c.. R. iJOV(;V G, Alarm Valve or Flow Indicator Tv e Make Model Max, Time to 0 PeA f I -2..... H, Dry-Pipe Valve 1. Make and Model: R€L/ABLG (lIJoOEL (J 2. Serial Number: I. Quick Opening Device (Q.O.D.) 1. Make and Model: 2. Serial Number: J, Dry-Pipe System Operating Test With'-Q.O.D, 1, Time to trip through test connection"': S S e' <"': ~, W~ter ~ress~e ?LJ _""psj. Air pressure...:B 7 psi. 3, Tnp pOint aIr pressure~ pSI. ~ 4. Time water reached test outlet"': / ! I _A'! 5. Alarm operated properly ""Yes 0 No K. Dry-Pipe System Operating Test With Q.O,D. I, Time to trip through test connection"': 2, Water pressure psi. Air pressure 3. Trip point air pressure psi, 4. Time water reached test outlet"': 5. Alarm operated properly , e uge and Preaction aves Make and Model: 2. ation: 0 Pneumatic 0 Electric 3. Piping nd detecting media supervised 4. Does val perate from manual trip and/or remote contro tions 5. Is there an accessl facility in each cir It for testing 6. Does each circuit operate s 7. Does each circuit operate val 8, Maximum time to operat elease: M, Pressure Reducing V ve 1. Location and Flo 2. Make and M el: 3. Setting: 4. Static ressure: Inlet _ psi, Outlet _ psi 5. ldual Pressure (Flowing): lnlet_ psi, Outlet_ , low Rate: gpm measured from time inspectors test connection is opened t I atlOna Ire pnn er ssoclatlOn, . . ox psi. o Yes DNa ONo ONo ONo ONo ~Yes o No ~Ves DNa ~Yes DNa o Check here if comments continue on reverse side of this form Contractor's Material and Test Certificate for A, Procedure (Con orms to A I -1994) Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authori- ties, owners and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. All "No" answers shall be explained in the Comments portion of this fonn. Property Name: f\J 0 ~ E: 7-. 0 F Fi C-€ B U I L.I) IAI (;.. Property Address: 5~O5" t:dTTtMJWOOO /..A^-ii Date: /2-2.-'" B. Plans P R. loR L.A K/!"I /VlN C I r'1' o~ I. Accepted by Approving Authorities (Names): P R I"{<.. l-AI<e. 2. Address: I "loOO fAG-/..E c.~~1< AIlE. 3. Installation conforms to accepted plans 4. Equipment used is approved C. Instructions I. Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment )i(Yes 0 No 2. Have copies of the following been left on the premises: a. System components instructions Ja'Yes 0 No b. Care and maintenance instructions ~Yes 0 No c. NFPA 25 ptYes 0 No 0, Location of system - Supplies building: F I R.5 T F t... 0 oR.. E, Sprinklers Make Model Year Made Orifice RELlA- 2.00''l... 1'2. ... Z:(Yes 0 No )Q Yes 0 No FI..~'t) /WH~"'TLI1^'tl 6-L. , C.!. SCR~-r> psi. ONo pSI. DYes ONo o Hydraulic DYes ONo DYes ONo ONo ONo ONo Aboveground Piping N. Test Description Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static pressure in excess of 150 psi (10,2 bars) for two hours. Differential dry-pipe valve clappers shalL be left open during test to prevent damage. All aboveground piping leakage shall be stopped. Pneumatic: Establish 40 psi (2.7 bars) air pressure and measure drop, which shall not exceed 1.5 psi (0.1 bars) in 24 hrs. Test pressure tanks at nonnal water level and air pressure and measure air pressure drop, which shall not exceed I.5 psi (0.1 bars) in 24 hrs. O. Tests I, All piping hydrostatically tested at ~ psi for ~ hours 2. Dry piping pneumatically tested ~Yes 0 No 3. Equipment operates properly .Ql Yes 0 No 4, Do you certify as the sprinkler contractor that additives and corrosive chemicals, sodium silicate or derivatives of sodium silicate, brine, or other corrosive chemicals were not used for testing systems or stopping leaks? 5. Drain Test: a, Static pressure reading of gage located near water supply connection 7 -) psi, b. Residual pressure with valve in test connection open wide '10 psi. 6, Underground mains and lead in connections to risers flushed before connection made to sprinkler piping and verified by copy of form No. 13-U M Yes 0 No 7. Flushed by installer of underground piping .3 Yes 0 No 8. If powder driven fasteners are used in concrete, has representative sample testing been satisfactorily completed? P. Blank Testing Gaskets I. Number used: NON E 2. Locations: M/A 3, Number removed: A/ /1\ Q. Welded Piping - If~elded piping was used in the system, complete the following: I. Do you certi fy as the sprinkler contractor that welding procedures comply with the require- ments of at least A WS 010.9, Level AR-3 ~Yes 0 No 2. Do you certify that the welding was performed by welders qualified in compliance with the re- quirements of at least A WS 010.9, Level AR-3 ~Yes 0 No 3. Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, openings in the pipe are smooth. slag and other welding residue are removed, and the internal diameters of piping are not penetrated R. Cutouts (Disks) Do you certify that you have a control feature to ensure that all cutouts (disks) are retrieved? )aYes 0 No S. Hydraulic Data Nameplate Provided )rYes 0 No T. Date left in service (with all control valves open): 12 -I ~ -b: U, Signatures I. Name of sprinkler contractorrJ" '~.{;. IOMAr!L sff?I~t<L.t(. 2. 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