The URL can be used to link to this page

Home My WebLink AboutBldg Permit 04-0720 o t'J-.0 0 0 0 "'0 i ~ ~~ (') :r. ~ 0 0 en"1\~"1\"1\"" ~ ~o :; oo~ ~ ~~en~g<6 ~ -t"" ~ o 0 ~ ",,..c~~-t ~ en _"'0 ~rt;~O~ en 000 tn P ~~ ("'\ 0 % ~~~ ~ en :1(i'l~(i'l ~O c ~ "'00- ~ ~ "' ~ en "' ~ 0 0" to\ r ~ -t ,.. CJ) ~ ~ :1t; ';la ; -t .' '0 ~ ~ ,.. - R,~ IC ~~ ~ 9- :s, - ,.. CIl ~ ~ ~ C.I' 0 -0 a:. "1\ ~ ~ D to\ 0 --- "2. ;0 ,0 . ( 000000 'f ~ -t "1\ "'0 "'0 :r. 0 -g -g r~ ~"'Oen~~"'O ,J ).. "' ;0 !tI'C.~,..!tI'C. ~ ~ ~ 0 0 (I) !tI "' ~~ ;Sl~ "'0 0 C' !tI ~ ~ "1\ll!.;O;o;o~ ~ 0 0 ~ ~ ~ ~ a :r. c en \\ _~:r.:r.- '8 ';la ~ ~(i'lOO (i'l ~ ~ "'0 ~ ~ '& "< !tI ~ r~~~ -a c c en ? 0 \ ~ '"' "2- "'0 c C \1!, -t (\\ ~cc ::! ';la "' 0 ~"'O"'O P ~i 0 ~ (i "'ll 0 ~ C'-t-l ~ 0 ~ 03 ~ -z: ~ m () c 't 0 t~ ~ :r. ~ 000000 ~. 1, ~J ~ 0 (") ::e. c ~ (i'l~~8~ \ ~ 1J !tI ~~~~(i'l ~ ~-9 ~ ~ -a ...."'O"'O"'O~ ~ ~t;t;t;o ~ ~ ,.. (i'l "'00-- ~\' \ ~ ~ ~"'"'~~ ~ ;0"1\;0 'r ~ -4~- ~ to\ 0 ~,.. (i'l ~ !" ~ r \~ 000000 "'0 % f, ~~ :r. :; 0 en"1\~"1\"1\"1\ 0 ~ 0 ~ ~ ~~en~OO ~ ~ Wt ~o o 0 0 !tI,..c~iS en -t"1\ ("'\ 0 % ir-t;~o~ ~ en _"'0 c ~ ::0 ~ ~ 9 0;0 ~ ~ ~ "' en ::!.(i'l~(i'l ~- to\ r ~ ~ en "'00- ~~ ';la ; ~ ~ ~ 0 ~t; ~ ~ ,.. (ii -t Z IC :s, 0 ~ "" 0 R,~ c ~ ,.. ~ - CIl 0 -J ~ C.I' ~ 0 Z a:. "" 0 ,.. 0 ~ to\ 0 ~ 6 ~ z ;0 r- ~ -t "1\ "'0 "'0 000000 :r. 0 -g -g ).. !tI ;0 ~ ~"'Oen~~"'O ~ ~ ;0 0 0 ~'C.~~~'C. ~ !:!l !tI m ~ ~ :r.~ ",:r.~ "'0 0 en c -t Z 0 "1\ll!.;o;o;oll!. "' 0 0 ';la en ~ ~ ~ "'0 ~ -~:r.:r.-~ ~ ~ '& "< !tI ~(i'lOO (i'l "! c en ? ~ ~ ~ C "'0 \1!, ~ r-"1\0~ ;0 c ::! ';la "' 0 ~~c - ~ - '"' ~ (') "'ll 0 ~ ~"'O"'O P ~ 0 ~ 0 ~ 03 ~ ~ m c to) 0 '" ~ . ~ :r. ev ~ ::e. 0 0 000000 ..t. c ~ 0 ~ 1J (i'l~~8~ 1 ? !tI 1ft ~ i -a ~~~~(i'l ..J ~ C"'O"'O"'O~ ~ ~ ,.. (i'l ~ ~ ~t;t;~o ~ oo~- ~ ~ ~!tI",-t~ \ ~ ~ ;0"1\;0 'r i to\ 0 ~ .-4'i.- - , !" en,.. ~ ~ -tr- (i'l ~ \:r Il.... (") 000000 "'0 % f, ~~ :r. :; 0- 0 0 en"1\-"1\"1\"1\ 0 ~ 0 l/I ~ _~z~oo ~ ; ~ "'0 "& 0 ~ ~,..~ is "' ~"1\ 0 0 ~ _r-t;~o- ~ (I) _"'0 ("'\ 0 ~ ~ ~ tn z z ~ 9 0" c ~ en ::1(i'l~(i'l -z:- ~ ttI ~ "'00- ~o to\ r- ~ en ttI Z 0 0;0 ';ll:l ; ~ Cf! ~ z :1t; to\ ,.. (ii 6 IC :s, ~ "1\ 0":' c ,.. ~ tnttl - CIl 0 ';la C.I' ~ to\ 0 ~ a:. "1\ ~ 0 -":- ~ 0 ~ "2. " 0 ~ -t "'0 "'0 000 0 O~ :r. 0 -g -g ~ ).. "' ;0 ~~\~~f!: ~ 0 0 ~ ~ ~ "' '8c ~oc c ~ ttI ~ :r.~ ",:r.~ "'0 0 (I) c ~ z "1\ll!.;o;o;t!~ ~ 0 0 ';la i ~ en ~ ~ \ "'0 ~~aa-(i'l ~ '6 en ttI "'0 ? 0 r-~o~ ?1 -t C ~ \1!, -4 '"' ::! "' 0 z~c ~ ~ (') ~"'O"'O 9 0 "'ll 0 Z ~ 0 ~ 03 ~ ~ ~ m c to) 0 '. ~ . ~ ~ :r. oJ' ~ ::e. 0 0 000000 0 ~ c ~ ? 1J Gl"1\""O~ ttI --0 1ft ~ i ~ ~~~~(i'l ~ r-"'O"'O"'O~ f, (i'l i ~ ~tt~Q \ ~ ..: ~ " ~tt1tt1~~ i ~ ;o"1\;t! 'r to\ 0 ~~- i , ~ !" -4~ (i'l 0,0 (') 000000 "'0 <i ~ ~~ :; :r. l/I 0 en"1\-"1\"1\"1\ 0 ~ 0 "& 0 ~ ~ ~~~~oo ~ ttI ~ tno ("'\ 0 0 ",,..c~~S "' ;0 0"1\ C 0 ~ ~ ;0 ~ % :1"'0 ~ ,.. " tn ~r-t;-o- (I) ~ ttI ~ :1~~~ 9 ~~ t1'\ ~ en ~ ';la ; ~ ttI 0 - ~o to\ ,.. CJ) o z 0 0;0 IC . ~ (ii -4 Z \n :1t; c CD "1\ 0 - CIl 0 ,.. Z 0" ~ C.I' C) ~ ttItt1 0 Z C a:. "1\ ,.. 0 1 t1'\ 0 Z ~ "2. " 0 ~ -t "'0 "'0 ).. :r. -g -g ooooo~ "' ;0 ~ ~ ~ 0 0 ~"'Oen~~"'O ~ ttI ttI ttI ~ ~ ttI ~ tt1~i"'~~. c Z 0 ~~ ;:r.~ "'0 0 (I) ';la en \ i ~ "'0 "1\ll!.;o;o;oll!. "' 0 -::-- 0 "< :t c en ttI i.z:r.:r.-Z ~ ~ C "'0 ? 0 ,..GlOO (i'l tn ::! "' \1!, -4 ~ ~ 0 ';la 0 (i 0 r-"1\OO ;0 c "'ll -4 Z i."" - ~ ~ t1'\ 0 ,..cc 9 0 ? 03 r-"'O"'O " '?;, :i 0 c ~ m .... ~ to) 0 - . ~ -- :r. .... ::e. 0 0 ~ c ~ 1J ~ 000000 0 ~ (i'l"1\"1\0~ ? ~ i ,..--0 Z en~~~(i'l 1ft ,.. ~ ~ (i'l C"'O"'O"'O~ ~ ~~~~o ~ ~ ~ ~"'"'~~ to\ -4 ~ 0 ;0"1\;0 ~ ~ !" -4~- - en,.. Z -4r (i'l CITY OF PRIOR LAl<E BUILDING I'El!.l\'fiT, TEMI'Oll.A.RY CERTIFICATE OF ZONING COMPLIANCE AND UilLIlY CONNECTION I'ERMIl ~ hJ"1.-- \ White pink ') "eHow PERMIT NO. 04'. O'7Z.0 file City i\pp\icant zo1"UNG (Office use) e,4-- at bOttom) (please ADDRESS \ "9 f\.\? 0 BLOCK ADDITION PK...tOt:-.PIJL-E MIJU--- PID 2-5. q ()z.. 02-1. 0 LEGAL DESC1tlP'IIO~ (office use only) LOT L-LC- (phone) oWNr-R (1'1 ame) (Address) sttz,Lr BUILDER \ (Company Name) \ (contact Name) (Address) :3 9 TYPJ; of woRK 0 NeW coo""'~"o OD""- or 0<0" OR<-ROO"" ORe-Si""" OLOW" ,,,,Il'i'"'' 0 "",I'" OM"'''' o Al""'''' 0"""" c,,",ct'" 0 Ml" CODE: OI.R.C, ~B.C, Type of constrUction: I OccupancY Group: (J9 @ E Division: 11 @IV V A ([) FHI@R~U 1 2 3 4 5 PllOJl,CT COST /'1 AI.>)E S--------------- (excluding land) # # $ $ $ $ $ $ $ $ $~5 4" Permit Valuation Permit Fee plan Check Fee State surcharge5"dP Penalt)' ~ermit Fee Mechanical Permit Fee Sewer & Water permit Fee , Park Support Fee SAC Water Meter Size 5/8"; l"; Pressure Reducer Sewer/Water Connection Fee Water Tower Fee Builder's Deposit Other # # , ' "'0 ",,,,,,,,, w"" ,,,, O,,",o~' O,d."" "d m" ""'"'" " "''','',' ThIS IS to certify that the reC\uest ,n the above a??\lcallona end a;cOID?afnZ'''' "":;:'~,~" ", ,\k>W' ",,",,"00 w "mm"" ",,,, ",,,p,"" , , c,M"'" ,,' 0' w"," ,,,,,, '" <h' C '" ''''''''' "',""" '" ",m."'" """,,,," 00,"'''' ' . ",",d . I ,. -;r' otL--- ~ 1A ,,0", """" '0' .\1 . ""'" "0" '95" ", _,,5\1, '''' ("" ", -"" '6200 E"" C.",,- ~ve'u' l'ri"' L&<e, MN 55372 s?ec\a\ conditions, if any Cl1Y Of PRiOR ~h~w Date Rec'd CItY OF PRIOR LAKE SATING/AlR CONDITlONlNGlFIREl'LACE I'ERNilT . fl tP 1/'1/ 64-.6720 ~?:. ~,,_~NO.Of~~ zoNING (oll\eel>>t) ~ ,. !l~ Mlt orvrinl ~~ &tbo~tn rDBJ!-SS-/ (p 7 3/ H W 13 5. LBGAL DBSClUYflON (office list 011\Y) LOT BLOCK. ADDITION ~f~~~~ (A.ddTess) plD z5. q Oz.. ()Z,I.lJ -- (Address) ,-;- (contact Petson) ~ W'\. Al'PLl ANi I'U:....SE COMPLETE DEW (J1'IEW CONSn<UCf\ON 0 REPL....Cllw:N"f TEl'-' TloNS ~ FUIUIACE l-lA~ ....NO l-lOOEL ___ -- f\lIlL ---------- FLUE SIZE ___ REWRN opENINGS ____ INpUT --- - OUTptJ~ ---- TYl'I! OF sYSJ'fl4 HEATING Olll'OWBll PLANT " OW...-",P\"" 0- OG"~IY 0 1101 '/loW a "ed>onic&l 0 1\A4la1ioa OA" c..."-'" 0 Speelal D<.iOCS - O"~L Sy."" ~ a..... \lCVi'" :::::::::::--- fIREPLACE MAKE AND l-lODEL ~ ~ ~ - .- - - -= (ph-) ~ DATE P\;EAS~ NOTE: Air conditiontlt units cannot Enctoach into Required Side yard Setbacks FEE SCHEDULE Ind.,,,'a\, c.m-'" & "........IIy .'" .f job "''' ""'....... 0.. f....- 53'." $39.50 minimum R",_,.t. """.. & NC (N'- C._,ti..) $99 50 R.<<,,,,,,tia\, .....,1- & -'""""'" 53'." """''''tW. lI<ttin& onlY (N'" c..-) $64.50 \l<Sid"'tia\,....C Only p9.50 E"'........ coot' ~ Building penn" ._0 I- () 9~ m;ATlNG PEIlMIT fEE s~O ~ - Si A iE S'URCl.-lARG'E $ .50 TOTAL p'f,aMIf FEE C 1'fO:C- eft APproved Paid / .fO I GO Da% A ..... .,. z.,.-r . 0 , RccC~Pt ~o. 4' '1 BZ By .. .." ..tI..,o< ,II ""p<<tiO'" \95>1..7......... (951) ..7....! Date Rec'o CITY OF PRIOR LAKE PL\JMBING PERMf{ \. Blue f1lc 2. Gold Cit)' 3- Y c\lo\'i A.pp\icant f\ \,.,E, nJ oAr. 0 PERM1T NO. 0 tf . 0 (p 0 ____-----------------..c------'--I----- ...)\L-\'~ LP.t..~~ ZONING (otficc uSC) ADDRBSS ~OlJ.-, 1\ r\ L-Ps~ (j LBGAL DBSCR.IPTION ~office use only) 1(: ~;~//-.._../-.../....//../.... _.....__.....//...-(PhO:)/.. /. ... -- -.........\ (Ad<i<e").... ... ... -.... ... / .//.. ... /_. /_....... .. / - - ......-. -........ ./- /.../... ........... /. ... pID ~ qO)--OJ- -0 LOT 13LOCK ADDITION (Phone) lo5 \ c1, -Q~\.. (City) (Zip Code) (Address) (Phone) 'll\ \ O~ (Contact Person) e of Fixture APPLICANT SIGN A TURE Quantit This APplic Re\>iden\ia\, NevJ One & \vJo-fam\\'j Residential, Additions & Alterations E,tiroaWd C",\ $ 4.s; co<::> _ Building "",roll # --- --- PLUMBING PERMl'T FEE S1 ATE SURCHARGE 1'01' AI, l'ERM11' FEE $99.:;0 $39.50 FEESClIEDtlLE """"'''~ I. e"""",,,,'" " ,,",ll. "mu, \ % '" job <"" ~i'" .". SO min,,,,,,m $--~ $~ $ _A--(of~ (Offlce Use only) paid150 ,9J Date 7. /30" O+- " '0'" ..." '0' all .......- (95') ",-_. '''' ,95" ",...,.. (.,.. lO''''' e,,,kA "'., S.lO.. Prio' ,..... "'" 5",,-17" Date Rec' d CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT (Please ADDRESS /&173/ rfl6!f/ttJrlV /3 ClZ.l14- White Pink Yellow File City Applicant PERMIT NO. {I 1-, 0 gg g ZONING (office use) s e+ LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION OWNER (Name) PID 2..5, Q02. (i 2-1. 0 (Phone) (Address) ST. P Mui- (Phon )'.!5t) -Z~~ - 5 ~2-6 (Phone) 55/07 BUILDER (Company Name) (Contact Name) ;:i L-tJ 6 e-S s~ I-Il/ 57 /"1 Erl4 L- (Address) zoo u/r- 5 r ,k~A fl) t1 L/V O. TYPE OF WORK 0 New Construction ODeck OPorch ORe-Roofing ORe-Siding OLower Level Finish 0 Fireplace OAddition o Alteration OUtility Connection 0 Mise. CODE: OI.R.C. OI.B.C. Type of Construction: Occupancy Group: A B Division: I E II F I III IV V A HIM R 2 3 4 5 I hereby certify that I have furnished mformation on this applicatIOn which is to the best of my knowledge true and correct. I also certlfy that I am the owner or authonzed agent for the above-mentloned prop~ wand that all nstruc will conform to all eXlstmg state and local laws and will proceed in accordance with submItted plans. I am aware that the buildmg official can revoke this (!Jor JUs auSe rth!~~~ ereby agres, that the City official or a designee may enter upon the property to perform needed mspectlons. X V/: ' /o~s/o9 .;- Contractor's License No. 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 $ This Application Becomes Your Building Pennit When Approved BuildllH! 01l1cial Date ThIS IS to certify that the request 10 the above application and accompany 109 documents is 10 accordance with the City Zoning Ordinance and may proceed as requested TIm document when signed by the City Planner constitutes a temporary Certificate of Zonmg compliance and allows construction to commence Before occupancy, a Certlflcate of Occupancy must be issued B S U PROJECT COST IV ALUE $ (excluding land) Park Support Fee # $ SAC # $ Water Meter Size 5/8"; 1"; J - //z- '1 $ :3 gO. 00 Pressure Reducer $ Sewer/Water Connection Fee # $ Water Tower Fee # $ Builder's Deposit $ Other $ TOTAL DUE $ 360.00 Planning Director Special Conditions. if any Date 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 Date Rec'd /1. 3. O~ '04- MlfC,. i = ~ I PERMIT NO. ..14 &t 3. Yellow Applicant . o~ . /13 I ZONING (office use) ~& ~t3. LEGAL DESCRIP'TION {office use only) LOT BLOCK ADDmON PID 25. '02. . O~/. 0 OWNER (Name) (phone) (Address) APPLI~. ~. ~ (:;:) ~?~_.~~ (Address) (Contact Person) -AN~~ ~~~ (phone) Io5l 2.kt'-- de ?).~ <G1", -P~ Mv ~, (City) (Zip Code) (phone) e of Fixture APPLICANT SIGNATURE c- FEESCHEDlJLE Industrial, Commercial & Multi-family 1"/.. of job cost with a $39.50 minimUlll 4" \,AAs-re-- Residential, New One & two-Family $99.50 Residential, Additions & Alterations $39.50 Estimated Cost $ ~ QD - Building Permit # 6 4- - II.:? i PLUMBING pERMIT FEE $ ... ;~~S'Q - STATE SURCHARGE $ __~ .50 TOTAL PERMIT FEE .$. · 00 This Paid 1'tJ.U} Date II. :/,. () 4- Receipt No. 4- ~7 z.. By DOtice for all iDspediOD5 (952) 447-9850. fax (952) 447-4245 16200 Eagle Creek Ave., 8.E., Prior Lake, MN 55372-1714 CITY OF PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL & MULTI-UNIT PLAN REVIEW CHECKLIST Project Name: P~,o(2-Do..l.-t \1ALL- "I-~ t 4- I · Job Address: 2~:t ~<:::::. 1. CLASSIFICATION OF BUILDING: A. Use of Building 1. t Occupancy Group (Table 5-1) \1'~ A - 2- __ _.ehl~~ ~Al,.t.. NONt: ~~-' '( Occupancy Separations (~ 402., ~ 40'2..7. 2..47c:t3.1~. -> '; \o-tovf2,. ~"t : t. ',' I' ^ n"l-" \, ..... i.,' .-,,' t"'"-.... .:, L,:' ,.__J(~" 2. B. Type of Construction (Table 5-A) JIr ~ ~ =t'1"',.'. , . - ...,..... .. C. Location of Property W ,e:, N Front (pO + Rear (pO .,. L. Side ";.' S \ R. Side ~o of D. Floor Area Go.L,A. ~r314 ANC':l+ofl ~t;,. t14 1. Actual t1A LL. qq-;z.. ~ e> I, ~z." 2. Allowable (Table 5-C) UJlL/t1/rED 3. Area Increase a) Open Area (505) b) Sprinkler (505.3) c) Multi-Story (506) 4. Mixed Occupancy Calculation = E. Height and Number of Stories \ \ 1. Actual: Stories }, Height ... 2. Allowable (Table 5-D): Stories ~'( Height ~ !-"' ,......' :')~) 3. Allowable Increase -- White - Building Canary - Engineering Pink - Planning Thf ('('nlff of tht' Lakf Count'1'" BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED AL~ M~<+ ,(B Oe\- The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 10 7 &0 JZ> /Z..E:J /V ;z:> Av6- . Accepted Accepted With Corrections / Reviewed By: (2j)fr Date: 7~h- f c-'~. '7.0;-> ~C--- Denied Comments: I, Pr<.Ol?F- 6YF ~I:J 2-. Sr~ a.. /1~ ~r~. ~f p~ !2GVt6iJ /26~O(~ 86f"'~.J5 ,A- H~ jv~A5~j7d/ P~6s E;><rST/Nb liThe 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 C Canary - Enaineenrlll:> Pink - Planning Th~ ('tnltr of tht L.kt Counlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT . . \ "./1 ("lVI' 'I (~ I.' II ./ :.-~ L r/f (" \I( T!':~ J ,t'~rl' (,1\, i . J\_.. ~_,.' t ,,,. _ /wI.'> , J '-"~" '.......... ..) i......J APPLICATION RECEIVED (( . 1-7 ' (}4--~ The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: ) i,' -; (I, (; --\--Ij I>) ('," 1\. : .-1 '-l~-' j.\ \ Ie ,"\. J: i)' C::" '.. I. J. v \ '-' '-. j .., ' . \ " \...,-.., , '--" Accepted x '- Accepted With Corrections Denied Reviewed By: /f;4f;> Date: b -.25'-0'1 Comments: See Reverse Side fnrAcirlitiQ;'allf1tormctionl See ~ttacbD'(,Jlh~ 1) (;radin~ Plan, 2) Erosion Control Measures "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 Crntt'r or the take Counlr) BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT ~/OM M E~ p.. L ~J)t'$\ruJrr( ON ~NE;r<.s APPLICATION RECEIVED G . , 7 . 04- The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: J (;7 (p 0 TOR-ONTO AvSNUE Accepted Accepted With Corrections v"" Reviewed By: Comments: I, ?f<.t';Vloe LJ. L . DESlbAl:5' Fot2- FiI2.t5S'f2:Jp/'G~ p~ Ert2A-T/~N..5 0# ~ic;/1L Z- . Pk>tltO& ~~r/)vD ~A16)'J~taV C:>N ~CA/1'- l/VsP6z1/VJ ~ ffL<) II t~ ?/t2E [;-;c:-r IN 6:(...> I ~ ~ . p/!.U 1/ tIJ:S" Co,v,..v6t:1 ,~ DSr Pt ('- S I/Jt~ Date: 1~~ Denied '~. 4. tv I rrlr..v 7S" ~,::;4u- ~ oFC/PS "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." ---_._--_._---~--_._.----------"------ --.-~. -------------~--_._.----- II'P!lB^ aq lOU I\B4S U01P1Ps1Jnf a4l!O sa:>uBU1PJO J"410 JO "po~ S!41 10 SUO!s!AOJd "41 I,,~ue~ JO "lelo!A 01 .lJ1J041ne "A16 01 6u!Wns"Jd SIIWJ"d .UOIPIPslJn! "4110 ,,~ueu!pJoJ"410 Aue 10 JO "po~ S!4110 SUO!s!AOJd "4110 Aue 10 uO!lelolA Aue '10 11lAOJddll Ull JO 'JOII!WJ"d 1l "q 01 p"nJISUO~ "q IOU lIe4s SUO!lelndwo~ pue sUOlle~!IP"ds 'sueld 10 leAOJdde JO IIWJ"d e 10 6UIIUllJ6 JO a~UllnSSI au1." ~~prv~r~~lr ~ :alBO f V /-61l'? ~ +- -rpV"sr 'UT!V~1'J - ~ :sluawWo8 ~(t "0 ~ :AS paMalAal:l pa!uaO SUolloaJJ08 4l1M paldaoo\f /' paldaoo\f ,.- j , ..f "'I ) " i , ! . J :lB pasodoJd sl 40!4M ^ll^IlOB uOllonJlsuOo JO! uOllBo!lddB IIWJad 6uIPl!nq aul paMalAaJ aAeU SIUaWjJedaa 6u!UUeld pue '6ulJaau!6u3 '6UIPI!ns au1 __-h- , I. '.._ I 03^13838 NOI1.\f8\ldd\f l.N\f8\ldd\f ::10 31N\fN i J ) I l'i l.SI1)1~3H~ l.N3Wl.H"d30 NOll"~l1dd" l1WH3d DNI01tn8 Uluno.) ~".'1 ~~1 JO UIU.J,) .J~_l 6U!UUBld - }\U!d 6u!Jaau!6u3 - ^JBUB~ 6U1PI!nS - al!l.\M .~-_._._.........--.-.__.--> ..-- .- ------ ..- -.-----.---.---------.- ~ -- -,-~.-- 08/22/2004 1~:42 ~AX 802 84~ ll~l L;I~ ~ ~, .y ~ ~ .." '.....-.... .- :f~ C-"i~' ''i1 ./ ~ \)V'!'/ V')'!' (~ \ " \ \ '" ~ ~ ;:l \0 ,~ l l * ~ - , -9 . I"- -f <l ~.~/ , . 0 .0 ;:;;~ \d ",'<t" , II: I"- J1 0 <'1- ~ rt ... , II O'<t" "'~ Q)~ . c , c- G .- '" I:-D \U' ...: x -? ::> <'I - ~ ~ 'i~ ~u... 'w . . ~ ... \,,00 .& ~ ~ . '<t" ~i . '" .., f:J -c, ~'<t" j '" ~ a:ll"l l"l J o ' '11 ... - ~ <'I'" cJ O:-D ~ g ... Q) V> C ~ ~~ oll... ;r 0 ~rJ ~ - , 'f" "2- c::i: ......~_. II ~~..:....~..... ~.,.,.h'-'.........;..........~.~ .:..;. _. ~ ~ _'.;..__;, -. ....:..'. ~.~.~.:~.."';;:....;~'" ..'~, ::....~_"",,-...:-;........._...:.~.... THE DAMA CO. FIRE DEPARTMENT KEY LOCK BOX AUTHORIZATION AND ORDER FORM I PL:ASE READ ORDERING INFORMATION: 1) This order must be signed with the signature of the authorized Fire Department official on file with the DAMA CO. 2) The key box will be shipped to you without any keys and will be locked in the open position. Contact your local Fire Department for specific mounting requirements. 3) Please include 6.5% Minnesota sales tax and shipping charge. 4) Full payment must accompany order. Make check payable to THE DAMA CO. 5) Allow 1-2 weeks for delivery. CUSTOMER INFORMATION FIRE DEPARTMENT INFORMATION NAME: SHIP TO: PRIOR LAKE FIRE DEPT. Company Address AUTHORIZED FIRE DEPT. SIGNATURE City/St/Zip ORDERS WILL NOT BE PROCESSED WITHOUT AtildK Attention of: ---------------------- ORDERED BY: DATE: q-J,Q-OLI Company CO~ffltt'(Jv. ( COI'l~fyj,(,.J.'''t1 Pcvh1~n INSTALLATION ADDRESS Address 3q4ft w. S01l\ $T 1f)1J - REQUIRED BY FIRE DEPT. . ATTACH LIST IF MORE ROOM IS NEEDED City/St/Zip E~.,,'i (Vlt1 SSLp..'1 / ~ 7 G 0 /Or"'d i1-1-t, A-~ PttJoILO~ilA. . , Name & Ph # ~~s. &,-,ff('rtll (c;.r/}.z4r ~'f>2,]. p,. f(H L Q kt" ()1" . SDjL ORDER FORM.. Payment must be submitted with order ITEM QTY PRICE TOTAL S2-SURFACE MOUNT (NO MOUNTING KIT OPTION) $103.00 S3-SURFACE MOUNT $ 126.00 53-SURFACE MOUNT wrr AMPER SWITCHES $161.00 R3-RECESSED MOUNT $154.00 F3-RECESSED MOUNT wrrAMPER SWITCH $ 179.00 ~,!OUNTI[\JG KIT (OPTIONAL FOR S-3 & R-3 ONLY) $ 56.00 SUB TOTAL 65% MINNESOTA SALES TAX SHIPPING & PROCESSING CHG. $8.00 TOTAL AMOUNT ENCLOSED Whitp!Z Ypllnl.\l ('"ml _ nL\~~^ ('(\ n;....i, 0,............, /'""..-.---- MAIL TO: DAMA-MP INC. P.O. BOX 47824 PLYMOUTH, MINN. 55447 DARRYL SUNDBERG 763-559-3660 ."~,".."..,,&\:_;,",_,,,,,-,':"'.._',.-.Yl>"''''''''''''' ;,-' "-" "."~'.." ",^,'",,,.,,,-,, 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 August 18, 2004 Mr. Bobby Ankeny Ankeny Builders Inc. PO Box 187 Blue Earth, MN 56013 RE: Village Market tenant finish Dear Mr. Ankeny, Following are the results of the plan review for the Village Market tenant finish. Our review was based on the 2003 Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the 2003 Minnesota State Fire Code (MSFC) which adopted with amendments the 2000 International Fire Code (IFC). 1. Submit signed sprinkler plans, also submit fire/smoke alarm, emergency lighting/exit signs plans. May be submitted at a later date. Permits are required for HV AC, plumbing, and sprinkler work. 2. In-rack sprinklers, early suppression fast response sprinklers or an other approved system that meets the National Fire Protection Association (NFP A) section 231c is required for all storage areas where the top of the pile storage is over 12 feet above the floor or grade. If In-rack sprinklers not provided, supply permanent delineation for top of storage that are on racks, typically 18" below sprinkler deflector. NFP A 13,4-6.6. 3. Provide fire extinguishers minimum 2AI0BC rated, within 75 feet travel distance of all areas. IFC 906. 4. Address IBC sections 711 penetrations of plumbing pipes, sprinkler pipes, flues, heating pipes ventilation, exhaust pipes, electrical and communication wires and 712 fire-resistant joint systems. 5. Provided, a HDCP accessible horizontal counter space of 36" with a maximum height of 36" above the finished floor is required for a sales counter. MSBC 1341.0720 Subpart 1. .. www.cityofpriorlake.com --.-------------...-.--------- Phone 952.447.4230 / Fax 952.447.4245 6. Provide an exterior door to fire suppression equipment room. Mark door with 3" high letters on outside of door to read: "Fire Suppression Riser Location". IFC 510. 7. Install Fire Department lock box by Sprinkler Riser equipment room. IFC 506. An application is received at time of building permit. 8. Submit plumbing and kitchen plans to the State of Minnesota for review. MSBC 4715.3130. 9. Detail 21M3: provide one hour rated access panel in shaft for access to duct access panel. If there are questions call at 952-447-9851. Building Official cc. Mr. Dave Chromy, Vilmar Inc. Mr. Paul Anderson, WCL Associates Inc. ., II r-~\I'-O MALL- II .:\ I II Zi 'I II 31 I i il 1\ 4 ji . jl '" 'I 'I I, (0 (11 eKC iC'O.f.. z. ,,/ ~1!&'/ DA"--E- ~. ~ I~Cu:,*lvr:>-) I /_~ .nf~,~7iVt~: ~o I!~ t 1P-::~T7 Sc..-,?,-d/'~S:Sr<:AIV ,4://~.':-L'X:;? (; 'tC-/5T?~= ~7STC~ l; Ii .;,L./Y) ~V""C G.)-p ~ .~ C: l.?"Y"I":>--...::-r /~ FI....O.::,,~fc~ L~ <P--'\-- F-....2..- ~TI {?-.5' gc.O L~: NE:6-J:> 4 E"r-t'tr ~-A:n~;:' fatL 'k-+6- ~ ?:, 9 \)c.~> ~~ .DtC~r2.-~~~ i AJCLw E::- ", E ~ 11-,t-JG \P-A \..LLc DlS'V'YUWS C/C:~~ 'I L~ L,~v C~~ !! 5. .' i~ T1~/-t. f\A.J {;:~ ('r- FD~ ~....::.c t,\.J'/'l-- I~ ~? II 'Doe.> L-(4:'~piL. ~ ~ l4~1 l~ \EN~ tk. ~.uG5S lo(X..~ " ! rta:vJtt IT> ~~p tY\"\c- ~ (t-J,C>IVij)"YT'- lE-~'i$ - A(4.~"\1---~ T~ L:b A e,"i/~, / ... ~ . . L5J 6 ! !\ .' c./'\2-,9'~ ~-(S- rf l. 6~G~ t. <,#!J..=~- '1\( j f \ H-1-i:' .....,!.-\ -- A . \ /.- (I , . , " ~' to"') C. <...... /L r '.) c. C, 'C,: r'i I' ./" I' ONCI/T. t lWD ~ 4o~,~ (;) I, 'Lf. \ '.: /' . ~ (' ... . ~ ~ ' r; !5. . " L- / (.s T' ti'- ,~'),_"., 7' . !. i' :; D.lc~ ...&' :::- /;/1 ,<r-r:::, I,"~ '- ,7.'. . ! L. .~:> ~ ,":) 5 C),~) - I 4.,SY)!')) - i " ~,~r (= /./ ~ ~ "" ' I~ ._~ \ ." I-J i) ;: /' ! .~. { i J: ~-::"',,"" T ,7.,.:, Vl'- t.' ./ r\;'_ie -.:)O:J I . ID'~ DOO~ ..~l C(,-)OVL- ~~6-:2 ~L~ ~,o &T~Nv( rifJ\~~ ~C/P ~A7A,",L~. ..VV' A L- ue: Ii: II jt: fA?~ ~~ ill \'\ pi !IT S~ ~ 2 - VI.- - {2c? c::..t<:... ( > \t.-h,S >1 t.t->t-\&~ \$ T(+e ~6A;-/\A .t! A ~ .0. \1 L.V.:tu- Tl P65 t-1.. <?> .: K \ 1.- ! ! 1 A:5 Ul ll~~ ~<-9<-\.~ Use- i;\ 3 ~ 4 ~ ~.l III VV I \.'~ Tl~b ~ : I iY CONTAA<:..rolLii :A:.2GIol.. ili I CO.....11LA c-~ \tw l-tJ""""> :1 i I , I Co ,,-,,12-. IY D""e~ Qe\ 2- ~"$ .0.:1 "ST().-.3 C (/. l' t : ' l (fC ~ 4(?J. 0 ()(1{- 4. h, 0 :i>'*r CDu,~ \ - 0 CLo A. 4114.0 !, I ~ L.'-> ~"'.. ; ~ 1,- j-Ij , ~..' ~. i.!"-- I: I i :1 III n----.. <" ~ '- i '7''<1- ; I .''' I, I ii Ii Cc-,>_ Iii U~V8f iil ,i $0\1.... i ii A-c ;! - "...... ... ,~ ~, L.-J -, \ .' ,.,:" \. ::;'b'\ A ~_v A. ~. \ ~ \IPc? .2~~~" S \ 'Z..E 0,.1 S;<".(J G1Z 1.0 A ~ A..:5,? ~ c>:;;C-" UL. ~oS- ~~ or l/IAusr ~6 W 6..U;1) C:, ,. ~ (.o'-~ ~t:. f.:5~ \t c. ~e,u=: 2..\-ioujr.? l \ '\ . \ (7...) t:1: 3 c. M U_ i? l..oCA s.oe:- S...,? Pt.l U - L. D e;:s i3P '" ~ f-D.2- c::.Cv'->~'-fc...\' lc.)1\J . tSo ~.\.f.S. r...~-l() To(.~L.o<:",\?- 2.STEt-\..-c;\V'DS , ;:'j/> is- : Nt..:> ; ? ~ .... \)-Jc-uli>c- f9-=~ ~~ L0'^l. . . C\e> 'r1.t-15 ~ c1fJ-. (lA. l" .:=:.- ~ C=> t:x:::s L~ \u'6G-.S~~ ': fNv~c-- C.NwoP( I, ') c)b fiE> P ~ e. z. 0/2- .0 r; L 1..-.- I"..J /- ~ .' (//~", I.! ! / r ~''t()~ , ."fIi ;' <<M() -r.... Fl.-OX T~T\~ ? \4 VC r .J ~-.. L.. 15 ;l/0 , '> r i?,.3 I !i J / ('", :f / f'.\ ",,. L ,::y..;<.::> ,:JL.. \ \L~ I .Jt_ p\ ~.~ 'C . ,. )/" ) /-/', , /o.:J '--",' ;\ [~~;;:~ /1--0._;....-'\. - (j)"..( A .0_1 i .! . ),' , 1\ II '~f-. i~Y'! I' I I ~'/5;b4 P 26 ~ Gv-I', P (A./;1^-'I (i) (.:"-t- ~ S;/E- j/~) -J/+~, 0 t/;~i J /h:~ j~~~c- /) ( ;2~? u ~'It 4 ~>,o, J.-t'[ (,,~~v~ ;{/I.t"~ 4",. l. //"1' (.. Ii ~.3 (? /J 04- , ) /- \ '(, ' :)~ ./111 t1 A {~. l ....."1r,.y l I ,:.,.~_(i . , . VI ,,-1'- 7t 'J"~ ./. / /./-1';'6 " f/ \4U~. A,.,~~~ l...J~ l.~ Sj1fc. Il1..eN u4 (, ~ ~~ 1"'~ ~? t>~ T(", ($ l,vc:.. . F~ ~'t? L6,..e ('-'\.:lr ~G Ii'- l >- rId ,.."'........0.- Q""-""I. )5...../>1 O.L. ~~...r t.-~ eo --.:..- ~ A.. o. 3 .,it> 3'h~ j~~ p.J... <:.Lo _~----.-~f~..~to--- /blW (D cl4N"6 . P.4/~ C#JU E:I ~ S ./ .,/~ ~ t3tFS ~ ,;1S;~:-.//;~L(J. L~- __ I"-J("LA/l(~ ~(CJ7-/ ~/~ ,~.,-..... -:- ~1t" J s ~ ~ f',u.~<TO ;';/~ .Cw (r iJ.s.- C-J/LA.P,Mi:J ? Y/C) '/z', # J J'f./tSdI'<J'7 /Wbc..r I!e../ Sneuc... 6#6,. 5~G '?"..' t> ~jri'lsrt ~~ o~ {~r '43,{ iF A 61:..-, c. 2-), .3. Q f'i10- 1lt~;n{j::c:..~~~f:-443 0 j ~ /4-? I Pkvc- t/' ~'-' . .,/ JrJ f~ .0. 0'.J 'L rest /W.-. $6'/fZ,fi.b ,~ .; /.,..; ',(' I _ VI 1_' ,. /,~ '/ C ')7-00 CJ${J~ ~ ~ ~ / -illt. /.~ in; / ,.c ( [J')"/- ./" -, /'" , - j ~+ tI~ S{JIlrN{0-fL LAfc)Uy p~ /, ,j S~~ J 4/3.1 ~ ~r;;?to o-~ S{;z :S"i[ J ~.. ~.f C-5 7c+(~ -4 .f) I ~ ~ .. 0f ~? A. L ~ t1 ~ l-\-(l.. ~~ $-13> Ap.Lps. A - 1... t;,ooo <S., r. M. ct 1000 ~,F. A:-vT""~ A-v M ~A \-L I f.A..J A-cru At-- { Of 2~O SCp,750 13>, 4 2..0 ~O~ZD 5/2 9~f Se?6P.f\~~ 1-1 I - .-2:;- '% I Or' , 7 S IO~) 751-0 IAI~ t:eQu " -;.SG Go 7.'S Z- 7 eroo r- I fY1 C{CbO t r7~t? ~ f 1" oao (3~) 12/75D - ( t9-B- I~ A-,L 45= ~c:t.?6> 7<7'; .-- t- IPC? /'~ I 8> 000 !::,0'.90 )< ~s:r=- 6000 f- - 7.(;> (.;,1.0 ~Z-~3.) I2-~GO If-- ! q 2-~o -" 8 6"a:::> t 4Z",7'SO 2-$1 So 0 c~~ u ~ ~'-''\ f:j':- 5"Cx;;:::::> 13 --- e;;>VE:f2- ~~ ~ l1{y S-Q <0 ~ 50"1 CU~'-t~ln:1) A~) '-.) : 2O'l ~ ~ ~t O,J At.\.- 5\~ Ncr ~S~ \ ~ ~ ~6tJTu;&J ~ 't--~ t;;"~/o4- ----~~ ".~J\ ~. .~C.' ,Jzs/..", "'y -~ . . ... A..j ~ -. St-re- ~~~ Fo~--? D . M~c...~ 5 . ~ ... 1141 pG AIl.S=A- FOl'1- F~""",z..-c- , 1 O~ . ... c.l't"'\ "AS Au- l>~c.o Lu IT""'''' ~oo' e>f-* A F. l4. _., 1"\,c...S'~ lIt;> ~ t-i.W. c.~~ c~ '$'-'>(0 A\.. S D 1\1\ \ > ~(....~ ~-:.. 0 f- t-\o a..c..-, ~ G, ~u.. L - S ~ ..a..., A.o C> t>fl.) ~ F. l"' . S l ,.op c... p rQ Iff( r '3 ~ ~E\lA~ 0 . " _. -\ L.~ C> K Oc..? T~l 1b M~q. B~;vtL 1+0 q. f>~ ~{1J:b . fio <;(..oPE . ~ A '-'-c-S~ A\6~ ~~e- A-C'..\"t61 \Aft) A-~ ~C.~T E-Mb off- ~t-a It- t::>A.~~r~'- L-r. $ ~ 7..0 · ( t .,. l-+t> c..i> CS; ,A-.........s t~~ e ~6C.::> l'.l ~-r 8 ;z.,~ r ~ '2. 'Ii." ~ "2. 2- '"~ s~'-C-s ~~"""~~. .'f~-s P,z.c\J(L.-C. fS t-'-f><,f) . ~ r ~"'f ~sr.c.. 1'541. oq e ~ t"1&'" C ~u& l'JOrl oil f S {(~tJ (AJ 51 S;~I A..---O ...w/~<'" ~ 4~ ._.~~ f)Cr~,-S ~ 7 ~n. ". L/&tfr/N--6 ? :,~ &= JJfc4~ I~~f ~ ~lD~ ~l SAiD ~ ~ O. ~ hiLL.c,.~ ~ r.l*. F. ;+, - t3uo - G~~ 19/1/+ C:;>V; *~5" 5 (/lOG? 2Z, ~< ~ ~~ ~5 -' ;; \ ') ~., , , t?A V /IJ CAfZL. So;/ ~ ;I"""/&,,II#,5 -(..40 j G~tIVtf I j I ' I : ~t-t S \~~ e>P /ij 4~{<- , (5" {0;:1 ;'1 ~<-I~S to ,-to.:> c.- \ G,.~ ;o~~~ !N~ 1)~d', X ) \.-; /J ,2 'cJ. ~ 1: C/ i/'" J (I-' Iv! ,.),IV ~J J~/T1\SO G~'~ 7?:> 41 ~ ~ -1:1 S'XJ.5 r- l /fXxx; f 45:XJ ~ ~ S-uo ( l i \ ~ up/YI {n;-O \ \\ I 3~. ill ~ III \ \ -..-.-. i .If ~ / 15 I\\~s - ;;,,~;; I I . ii, \ \ '1S . 6C~I)C.~ '\ A ~;.c~ -~ f-.- - \ \ A.. - (..&t;Ci f - /6<' ( SOP III' \ , \ I \ I I , \ i \ ili I l\ , " III ~ t 1 \11 \II ill Ii 1\ I! Ii ~~r fir,,,ue- ,v() {)p. o.~ ~= '*V~1 '-11 {bi9C' f 150: { /f;c>cu~. 2i3, ~ [tIC t/'-11/[.' 8Jb f<</tv'lC d:;j;:' ~ ,It.\,/ S5i$~ L60s July 9, 2003 Mr. Christopher Colby Yaggy Colby Associates 717 Third Avenue Southeast Rochester, MN 55904 RE: Priordale Mall Code Analysis Dear Christopher, Following are the results of the preliminary plan review for the Priordale Mall Code Analysis. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) 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). 1. The one-hour firewall proposed for the AIM occupancy fire area wall or firewall is required to be a two-hour fire-resistive rated wall. IBC Table 705.4 Exception #2 2. The two-hour fire-resistive firewall must be structurally independent between areas. IBC 705.2 3. If structural alterations are made, the alteration must be designed by a Structural Engineer registered in the State of Minnesota. Minnesota Statutes 1800.5200. 4. Provide typical details of wall construction and openings in one and two hour rated walls. 5. Include the exiting requirements for the tenant spaces from the Mall to the exterior. IBC Table 1003.2.3 6. Building and mechanical permits are required for alterations/additions in the common Mall space. Separate tenant finish permits are required for the lease space tenants. The site plan for the Mall 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 tenant building permits can be issued. If there are questions call at 952-447-9851. Sincerely, Robert D. Hutchins Building Official cc: Bernie Paul June 27, 2003 Mr. Robert Hutchins, Building Official City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, MN 55372-1714 RE: Priordale Code Analysis - Preliminary Dear Bob: ENGINEERS ARCHITECTS SURVEYORS LANDSCAPE ARCHITECTS PLANNERS ROCHESTER OFFICE: 717 Third Avenue SE Rochester, MN 55904 Per our recent discussion, we have completed a preliminary code analysis ofthe Priordale Mall for your review and comment. Please note that all of this is preliminary information for the purpose of discussion and identification of major cost items to be anticipated in the redevelopment. Please let me know if you have any questions or would like to discuss this in more detail. Best Regards! GY COLBY ASSOCIATES " // . . ~> c::..--._, .. ~ .') \ \ L":,' L/.... 1 CC/al Enclosures cc: Bernie Paul Steve Dombrovski '--:--"'~\ ! p.' 'J &-~ . ..<-_. .. /.... '~.f ~, l'..~ ' ",:..J , ' \1"...... >....,,>> ,.-1..... rr1G if< r,,(,'\ . CfJ '{(\ L;;d~?$ 507-288-6464 Fax 507-288-5058 MPLS/ST PAUL OFFICE: 651-681-9040 MASON CITY OFFICE: 641-424-6344 DElAFIELD OFFICE: 262-646-6855 Equal Opportunity Employer yaggy.com October 21, 2003 SURVEYORS Mr. Robert Hutchins, Building Official City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, MN 55372-1714 j :1 OCT ~ 2 2003l'j 8y_ - ------- RE: Priordale Code Analysis - Updated EN[ilNEI:;I1.~ ARCHITECTS Dear Bob: LANDSCAPE ARCHITECTS PLANNERS We have completed an updated code analysis based upon the current project information. The attached floor plan is still in the Design Development stages, but we are anticipating clear direction from the owner defining the first phase of this project. We have prepared an overview, which mixes the new tenant layouts with what we believe to be existing within the building and categorized the occupancy types to identify the required fire- resisti ve separations. It is most likely that the quadrants of existing space will be reworked with new layouts in the future based on interest from potential tenants. These spaces are assumed at this time to be E..^isting to remain. The new tenant spaces have been designed to allow the use of shared public restrooms, which are located on the east side of the north mall corridor. We have classified this building construction as Type IlI-B which requires 2 HR fire- resistive extetior wall construction, but allows combustible construction within the exterior walls, We believe this construction type will give the required allowable area and will address the wood construction used in the clerestory above the public mall corridors. Please review the attached "Code Information Plan" and provide any comments that you may have in regard to the fire-resistive separations between occupancies, Type III-B construction or other code related issues that you may encounter. We look forward to receiving your comments. Best Regards, 5~Y ASS~CI~TES ------'" Shayn Jensson Architectural Drafter CC/al YCA #8318 cc: Bernie Paul - Bealmake Partners Steve Dombrovski - Suntide Commercial Realty Chris Colby - Yaggy Colby Associates ROCHESTER OFFICE: 717 Third Avenue SE Rochester, MN 55904 507-288-6464 Fax 507-288-5058 MPLS/ST PAUL OFFICE: 651-681-9040 MASON CITY OFFICE: 641-424-6344 DElAFIELD OFFICE: 262-646-6855 Equal Opportunity Employer yaggy.com June 2, 2004 ENGINEERS ... TRANSMITT AL ARCHITECTS SURVEYORS LANDSCAPE ARCHITECTS DATE PLANNERS TO Mr. Robert Hutchins - Building Official City of Prior Lake 16200 Eagle Creek SE Prior Lake, Minnesota 55372-1714 952.447.4230 FROM Shayn Jensson 717 3RD AVENUE SOUTHEAST ROCHESTER, MINNESOTA 55904 507-288-6464 FAX 507-288-5058 PROJECT # 8318-030 CC: file RE South Lake Village - American Thunder Prior Lake, MN ITEMS NO. 1 DESCRIPTION Full Set of Plans for Building Permit PURPOSE x x X REVIEW AND RETURN REPLY TO SENDER OTHER (SEE REMARKS) AS YOU REQUESTED FOR YOUR INFORMATION FOR YOUR APPROVAL REMARKS : - Robert~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ~ Neal Ryan, the owner of American Thunder asked that I forward the attached plans directly to your : attention for a building permit to relocate his space within the Mall. Please do not hesitate to call ! me if you have any questions. : Thanks! .~1ftJ . : l_l1..J'1.--O \ \--t/ W :, \' :1 I' , III --~ 1~ \" t.o7 BY__n . - - -- - - -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- EQUAL OPPORTUNITY EMPLOYER DATE May 17, 2004 ENGINEERS " TRANSMITT AL ARCHITECTS SURVEYORS LANDSCAPE ARCHITECTS PLANNERS TO Mr. Robert Hutchins - Building Official City of Prior Lake 16200 Eagle Creek SE Prior Lake, Minnesota 55372-1714 952.447.4230 FROM Shayn Jensson 717 3RD AVENUE SOUTHEAST ROCHESTER, MINNESOTA 55904 507-288-6464 FAX 507-288-5058 PROJECT =It 8318 CC: file RE Priordale Mall Prior Lake, MN ITEMS NO. DESCRIPTION 1 24"x 36" Site Survey (by others) PURPOSE x REVIEW AND RETURN REPLY TO SENDER OTHER (SEE REMARKS) x AS YOU REQUESTED FOR YOUR INFORMATION FOR YOUR APPROVAL REMARKS ----------------------------------------------------------------------------------------------------------------- Robert, Here is the site survey as you requested. I have sketched on the planned building additions and the distance from the existing mall corner to the Hollywood Grill building to verify that the dimension exceeds 60'. Please do not hesitate to call me if you have any questions or would like to discuss fu rther. Thanks! . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- EQUAL OPPORTUNITY EMPLOYER 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 February 18,2004 Mr. Doug Chromy 16295 Suel Circle Prior Lake, MN 55372 RE: Grocery Store in the Priordale Mall and the Mall building Dear Dave, Following are the results of the preliminary plan review for the Grocery Store in the Priordale Mall and the Mall building. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) 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). 1. Submit signed architectural and structural plans. Submit two sets of separate plans for the Mall building and tenant finish, Separate building permits must be issued for the Mall building and the grocery store since the grocery store layout interrupts the exiting of the existing Mall. 2. Submit signed HV AC, plumbing, fire/smoke alarm, emergency lighting/exit signs and sprinkler plans. May be submitted at a later date. 3. Architect must complete a Building Code analysis for the Mall building and the tenant finish. IBC Chapter 5. Include the following: a. Occupancy Classification and occupancy separation requirements. b. Type of Construction c. Location on Property d. Allowable Floor Area e. Height and number of stories f. Exiting calculations g. Plumbing fixture calculations .. www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 4. Submit signed site plan showing building setbacks from all property lines and a Certificate of Survey. _ "O~$~3 5~(: INlJicA1'~ AN%s'(JJI1$) l-t-v g~ ~ 5. Submit a soils report. ~ th A- f>/.;W (26-r/lrY'lV' ~~:;{) ~J()1 t.fM 6. An S.A.C. determination must be completed by the Metropolitan Council Environmental Services. Contact Jody Edwards at 651.602.1113. 7. Ventilation for the building must meet!BC chapter 12. Provide 15 CFM of ventilation per occupant. This is a preliminary review on a concept plan only. The grocery store plans are in the process of being reviewed for additional Building Code items. Other code items may be addressed when the preliminary plans are submitted. If there are questions call at 952- 447-9851. Respect~ Robert D. Hutchins Building Official Sul?-~ ~ S/'''')c>4-: I. ser-G~~ "2.. N~ AOQ<.~~s ~. Ass~~so p. L. ?AL-L- SH 't,.J JeNS5C> ,J .. CITY OF PRIOR LAKE BUILDING INSPECTION DEPARTMENT COMMERCIAL & MULTI-UNIT FIRE PLAN REVIEW CHECKLIST -, 'I A ~_)<...j.(t"f !Jhc.6 A~y N~/tJ/ts Project Name: Job Address: p 0, /Y7~ . Provide access roadway for fire apparatus in accordance with Section 902 of the Uniform Fire Code (UFC). This includes the following: (~ All-weather driving surface. ('f. 20 feet of unobstructed width. ( v{ 13 feet 6 inches of vertical clearance. () Adequate turning radius capable of supporting fire apparatus. The radius is: &eet for a sprinklered building. 60 feet for a non-sprinklered building. ( ) \l)'ead end access in excess of 150 feet long shall be provided with a ;turnaround. . Access roadways shall be extended to within 150 feet of all portions of the exterior walls of the first story of any building per UFC Section 902. Where access cannot be provided, an approved fire protection system shall be provided.- . An adequate and approved access for Fire Department equipment must be provided during construction. If on site pavement is not provided when construction begins an approved road~Y surface must be installed with approved dimensions which will support fire vehicles and .equipment. . Non-sprinklered Building: Fire hydrants are required per UFC Section 903. All portions of the exterior of any non-sprinklered building must be within 150 feet of an approved fire hydrant. . Sprinklered Bnilding: Buildings with a sprinkler system ~u~ one hydrant within J 50 feet of the fire department connection and a hydrant(s) withi 300 feet of all portions of the exterior. The fire department connection shall be located on the front of the building. The PIV must be located a minimum ofthe height of the building away. FlREPLAN . All hydrants shall be accessible to the fire department apparatus by roadways meeting above requirements. Hydrants shall be located within 5 feet of the curb so that apparatus can pull along side for the connection. . Provide fire lanes for fire apparatus response. Signage should read: "No Parking Fire Lane by order ofthe Fire Department." Location and number to be determined. . Provide numbers of addresses in such a way to be plainly visible from the street or road fronting the property per UFC Section 901. Numbers shall contrast with their background. . Townhouse projects must have directional signs designating the numbering sequence of units for each individual roadway. . Provide approved key box to be installed in accessible location per UFC Section 902. This is required when access to a structure is unduly difficult or where immediate access is necessary for life safety or fire fighting purposes. Key boxes shall contain keys to gain necessary access. Key boxes also recommended for building where entry may be delayed and to prevent damage as result of forcible entry. Obtain order forms from the Building Inspection Department. . Fire extinguishers are required for this project per UFC Section 1002. Extinguishers are required to be a minimum 2A10BC rated and located within 75 feet travel distance of all areas. This distance decreases for more hazardous occupancies. Location and size to be determined. . Submit plans for required fire protection equipment to the Building Inspection Department per UFC 1001. Requirements based on the 1997 Uniform Fire and Building code. Submit two copies of detailed shop drawings before installation to receive approval and permit. (One copy will be returned.) The contractor should submit installation permit application with plans. () Automatic fire extinguishing systems (sprinklers). () Sprinkler systems of more than 20 heads must be monitored by an approved 24-hour station. () Fire hydrant systems. () Wet standpipe systems. () Fire alarm systems. () Cooking appliance and vent extinguishing systems. () Fire pumps. () Other extinguishing systems. . Fire alarm plans must be submitted by State licensed electrician or low voltage contractor. FIREPLAN . Protection systems installed that are not required are subject to approval by the Fire Department and must meet code requirements. . Submit 8-1/2 x 11 inch site plan for development of emergency response plan. . Submit plans for underground storage tank installation to the State Fire Marshal for approval. Upon approval, submit approved plans to the Building Inspection Department which will conduct the inspection and testing. . Provide information or see instructions as indicated below for special hazards. Please supply information, plans, specifications, as applicable. ( ) ( ) ( ) /T.) L. . ( ) ( ) FIREPLAN Places of assembly, UFC Article25..~6Ci. ' " ..,.GeUulose nitrate storage in excess of 25 lbs., UFC Article 27. ,.S.rorage and handling of combustible fibers, UFC Article 28. Garages, repair, DFc Articie29.J /1, ~,f2 I'. 4..1 .., f{ "I{) c.:.I2 ~clea~ing-operation, UFCArticles 36 and 79. '{}.rJPlication of flammable finishes including dip tanks, spray booths, etc., UFC " . ArtIcle 45. () ,Welding and cutting operations, UFC Article 49. ,. -,,> () ~geration equipment using other than air or water and more than 20 lbs., UFC Article 63. ~mpresses gases, flammable, UFC Article 74. (;x(mpresses gases, non-flammable, UFC article 74. cetYogenic fluids, UFC Article 75. ~losives or blasting agents (storage or use), UFC Article 77. ~mable and combustible liquids, UFC Article 79. ~ardous chemicals, storing and handling of hazardous materials including toxic chemicals, poisonous gas, hazardous waste as defined by DOT and EP regulations, UFC Article 80. ~ piled combustible storage, UFC Article 81. This includes requirements for fire sprinklers designed for proposed commodity and storage arrangement, building access, access doors, smoke and heat removal, curtain boards, and hose connections. ~efied petroleum gases, UFC Article 82. ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) ARCHITECTS SURVEYORS July 7, 2004 Mr. Robert Hutchins ~ Building Official City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, MN 55372-1714 LANDSCAPE ARCHITECTS RE: South Lake Village Shell Plan Review YCA #8318 Dear Robert: The following items in this correction letter are in direct response to your review letter dated, June 21,2004: 1. Design/Build HV AC, plumbing, electrical (including fire/smoke alarm and emergency lighting/exit signage), and sprinkler plans (including existing layout) will be submitted by the General Contractor. 2. UL design information is attached - The wall designations are as follows: Interior: Al & A2 _ 1 HR. fire-resistive non-bearing wall assembly - Design No. U419 Bl & B2 - No rating required Cl - No rating required Dl _ 2 HR. fire-resistive non-bearing wall assembly - Design No. U419 M8 & M12 _ 2 HR. fire-resistive masonry bearing walls - Design No. U905 (new walls only), conformance of existing walls is determined by lBC Section 720.3.2 (refer to response item #6 for more info). Exterior: Exterior masonry (painted) - 2 HR. fire-resistive rating - Design No. U905 (new walls only), conformance of existing walls is determined by mc Section 720.3.2 (refer to response item #6 for more info). Exterior masonry (w/ E.I.F.S.) - 2 HR. fire-resistive rating - Design No. U912 (new walls only), conformance of existing walls is determined by lBC Section 720.3.2 (refer to response item #6 for more info). Exterior metal stud wall (w/ E.I.F,S.) - 2 HR. fire-resistive rating - Design No. U424 (area of removed wood framed construction) 3. Refer to response item #2 (above). 4. All penetrations will be firestopped in accordance with mc Chapter 711.3.1.2. A copy of this section has been forwarded to the General Contractor. All fire- resistive wall assemblies are to be extended to the roof deck above and will be fire-stopped with an appropriate product. ENGINE1:;Kb PLANNERS ROCHESTER OFFICE: 717 Third Avenue SE Rochester, MN 55904 507-288-6464 Fax 507-288-5058 MPLS/ST PAUL OFFICE: 651-681-9040 MASON CITY OFFICE: 641-424-6344 DELAFIELD OFFICE: 262 -646-685 5 Equal Opportunity Employer yaggy.com -------"._- Mr. Robert Hutchins July 7, 2004 Page 2 5. UL design information is attached - Design No. U906 will allow the use of a 6" concrete block in a 2 HR. fire-resistive wall assembly. 6. We have assumed the aggregate material for the eXIstmg masonry walls to be of Calcareous or Siliceous gravel. According to lBC Chapter 720.3.2 and mc Table 720.3.2, the required thickness to provide a 2 HR. fire-resistance rating is 4.2" which is less than the existing thickness of7.67" and 11.67". 7. Our code summary for the existing Hollywood Grill is attached. 8. Door 1 01-2 will be revised to swing out into the mall hallway. 9. Design/build HV AC plans will be submitted by the General Contractor. It is the responsibility of the Design/Build Mechanical contractor to meet all ventilation requirements. 10. The awning tube frame and fabric canopy will be certified for structural integrity by the manufacturer. Certification information will be forwarded upon receipt as the manufacturer has not yet been selected. 11. Refer to attached structural calculations for design information. 12. The beam sizes are identified on the revised roof framing plan 1.1R/s2.2 (copy attached). 13. The Special Structural Testing and Inspections Schedule has been signed by our office and the structural engineer and forwarded on to the required parties for signature. A completed copy will be forwarded to you by the General Contractor for approval. 14. Refer to response #4 for the American Thunder Tenant Finish response letter, dated June 22, 2004. 15. Refer to response #5 for the American Thunder Tenant Finish response letter, dated June 22, 2004. 16. Fire extinguishers will be provided and installed by the General Contractor at the required intervals for the public mall areas. Fire extinguishers within the individual tenant spaces are the responsibility of the future tenant(s). 17. Design/Build sprinkler plans will be submitted by the General Contractor. These plans will include the location of the enunciator panel in the recommended location. 18. Fire lanes and the required signage ("No Parking Fire Lane by order of Fire Department") will be located as noted on the revised site plan sheet C2.0 (copy attached). Mr. Robert Hutchins July 7, 2004 Page 3 19. Design/Build electrical plans will be submitted by the General Contractor. 20. A signed Certificate of Survey indicating the proposed building additions and setbacks to the property lines will be submitted by the General Contractor. 21. The individual tenants will be advised by the owner that they are required to apply for separate tenant finish permits. 22. Panic hardware will be provided at all exterior mall doors. 23. Refer to site plan sheet C2.0 for locations of accessible parking spaces, 10 provided (4 are van accessible). 24. Information to be provided by General Contractor. 25. Information to be provided by General Contractor. 26. Information to be provided by General Contractor. The intent of this letter is to address your review letter and to direct the General Contractor on required work to be performed. Hopefully this letter has addressed all your concerns. Please feel free to call with any further questions and/or comments. Thanks! :::?;_~I~ ~.. ..~~?<.. ----~~:=--=~ .,,/ ;f // Sl'{ayn J ensson SJ/jh YCA#8318 Attachments: UL assemblies, mc 711.3.1.2 (General Contractor only), 1.IR1C2.0 and 1.1 RlS2.2, Structural Calculations from Structural Connection, Inc. cc: Bernie Paul - Bealmake Partners Russ Anderson - CCP Craig Pearson - MDS Bill McKeag - Yaggy Colby Associates Chris Colby - Yaggy Colby Associates Bobby Ankeny - Ankeny Builders Inc. Jeff Schwalbach - Structural Connections, Inc. HOllYWOOD GRill CODE SUMMARY INTERNATIONAL BUILDING CODE, 2000 EDITION MINNESOTA STATE BUILDING CODE, CURRENT ED. NOTE: THIS CODE SUMMARY IS PROVIDED FOR GENERAL CONFORMANCE ONLY AND DOES NOT ADDRESS OCCUPANT LOAD FOR EXITING OR PLUMBING FIXTURE REQUIREMENTS OCCUPANCY TYPE: TYPE OF CONSTRUCTION: EXISTING BUILDING HEIGHT = ALLOWABLE BUILDING HEIGHT = BUILDING AREA: TOTAL EXISTING AREA = BASIC ALLOWABLE = AREA INCREASE FOR SPRINKLER SYSTEM = REST ARAUNT (A-2) V-B (FULL Y-SPRINKLERED) ONE STORY (20'-0" +/-) ONE STORY (40'-0" HT.) TOTAL ALLOW AB LE AREA = ALLOWED OPENINGS: (PER IBC TABLE 704,8) IBC TABLE 704,8, ITEM (g): BUILDINGS WHOSE EXTERIOR BEARING WALL, EXTERIOR NON- BEARING WALL AND STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE-RESISTANCE RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS, 7,630 S,F. 6,000 S.F, 12,000 S.F. 18,000 S.F, Jul O? U4 U~:U/p Project Name .sLllJ 'i\--\. Subject Project Number NameJfr ..!itructural IWnnectians, Inc. ~'f_\~ l;f..DtA. ~. DE.SI ~rJ I ,'. 3'~fJ ..~_._- \ \ \ [ fW;C \j, ukA:. Page of - - Date 1 h /1;' ~( -= w T oF ~ I c:-K \,VR rrl5C-M- (4DfSt)(>, _l') " \ SDf:L J ) SD~ \t- ~ {1!.'1 L 5X3x. 1/+ LL" et.~ S l..f.~>.I~. AN-Cl-klRS -------.- ((\ ~ 150(11 S) = t. 2 5 IN l ~- C'f) J to ~ (5 Z:2.5 !M'# Z10DD fS) ~ - ( ~) (6J..' (I N' ) <0 C\::;. 0 tJ \ ~ IN <- 0 t ~5 1--"..-' --,.._....~ ;'----i 5 X ~ 'I- 1(4 \ ",~~----",,.,.,,,\ . ------- .3/+I'? e. 32."?...(" 1" ~ e /1 :;jI'Ob) = 4ro 11- ltl L TI c.IIP:: ~50#>4CO~ ,..,...... - ~ J '.If " -'. ...'i I~' '. 'i vfolE-l (S \ I ~C (-k")r2.~ e ) ...., -:> II. /I f ., ~ ,""" I j .....,... .''' . ---".- 2000 FIRE RESISTANCE DIRECTORY 728 FIRE RESISTANCE DIRECTORY (BXRH) Fire Resistance Ratings - ANSI/UL 263 (BXUV)-Continued attached to the inner layer of wallboard witJ; 1-1/2 in. long, 0.210 in. diam, Type G bugle head screwS spaced 12 m. DC and to the end studs with 1-7/8 in. long, 0.118 in. diam, Type 5-12 bugle h~ad screw~ spaced 12 in. OC. Outer layer attached to studs and tracks WltJ: 1-7/8 m.1?ng, 0.118 in. diam, Type 5-12 bugle head screws spaced 12 m. OC and mto the wallboard with 1-1/2 in. long 0.210 in. diam Type G screws spaced 12 in. OC. Middle layer of wallboard edge joints staggered 2 ft from joints of inner and lower layer.. . .' 1 Hr Rating Two layers of 1/2 ID. thick wallboard appl.led h?nzontally or vertically. Inner layer attached to studs and tracks ~th 1 ID. long,. 0.142 in. diam Type 5-12 bugle head screws spaced 12 ID. OC beginI1;1I\g 6 in. from the edge. Outer layer attached to the studs and tracks with 1-5/8 in. long, 0.142 in. diam, Type 5-12 bugle head screws spaced 12 in. DC begin?ing 1 in. from the e~g;e. In ~ddition, the outer fayer .to be attached to the inner layer at the JOIDts Wlth 1-1/2 m, long, 0.210 ID. diam Type G bugle head screws spaced 24 in. OC located between studs. 45 Min Rating One layer of 5/8 in. thick wallbo~rd aJ?plied horizon-. tally or verticiilly. AttaChed to studs and tracks WIth 1 ID. long, 0.142 tn. diam Type 5-12 bugle head screws spaced 12 in. OC beginning 6 in. from edges. See Wallboard, Gypsum (CKNX) Category for names of manufacturers. 5. Batts and Blankets. - 3-1/2 in. thick, 2 ft wide, glass fiber batts. Inserted between each stud to fill the wall cavity. CERTAINTEED CORP JOHNS MANVILLE INTERNATIONAL INC OWENS-CORNING FIBERGLAS CORP 6. Gypsum Sheathing - One }~yer of nominal 1/2 in. thick exterior sheathing, applied vertically and secured to the studs and runner tracks with 1 in. long, 0.142 in. diam, Type 5-12 bugle head screws spaced 12 in. OC along the studs and the runner tracks. 7. Exterior Facings- 7 A. Aluminum Siding _ Horizontal lap type 9 in. wide fab.ricated from 0.019 in. thick or 0.024 in. thick painted. -aluminum. Intenor face of 0.019 in. thick siding lined with 3/8 in. thi~k unbonded ~ula?on material. Attached to the studs with 1-7/8 tn. long, 0.118 tn. dlam steel screws spaced 9 in. OC .alone; the studs. A starter s~p to be fastened to floor runner with 0.118 tn. dlam screws spaced 12 tn. OC. 713. Steel Siding _ Same description as above (No. 17 GSG) gauge 0.017 in. thick. 7C. Brick Veneer _ Any type 4 in. wide brick. Metal ties used as every fourth course spaced 24 in. OC horizontally. Fastened to steel s~ds through gypsum sheathing with one No. 6-20 steel screw pe: tie. One inch air space provided between veneer and gypsum sheathing. 70. Stucco _ portland cement type - 3/4 in. min thickness. Metal lath or mesh base attached to studs with No. 6-20 steel screwS. oT-Nails," or staples approved by local building codes. Spaced 6 in. OC max and driven wough gypsum sheathing. 7E. Mineral and Fiberboard~ -:- Exterior hard ~oard panelin~ cher.mcally treated, with primed or finished face, 7/16 m. thick by 48 In. Wlde. . Attached to studs with 1-7/8 in. long bugle-head TEK fasteners 16 tn. OC. at the intermediate supports. Or, exterior lap siding, chemical~y treated, 7/16 in. thick by 8 in. or 12 in. wide. Attached to studs Wlth 1-7/8 in. long, bugle-head Type TEK fasteners at each lap. Panels lapped minimum 1 in. MASONITE CORP-Type FT 8. Joint Tape and Compound'-: Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screW heads. Perforated paper tape, 2 in. wide, embedded in first layer of compound over all joints. ..' . 'Bearing the UL ClassIfication Marking CD- ~ Design No. U419 Non Bearing 1 Ratings - 1, 2, 3 or 4 Hr (See Items 3 & 4) For Number of Layers and Hourly Ratings See Item 4 1. Floor and Ceiling Runners - (Not shown) - Cha~el shaped, fab:i- cated from min 25 MSG (rnin 20 MSG when Item 4A IS used) corroSlon- FIRE RESISTANCE DIRECTORY (BXRH) Fire Resistance Ratings - ANSI/UL 263 (BXUV)-Continued protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling. with fasteners 24 in. OC max. 2. Steel Studs _ Channel shaped, fabricated from min 25 MSG (min 20 MSG when Item 4A is used) corrosion-protected steel, min width as indicated under Item 4, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. . 3. Batts and Blankets' _ (Required as indicated under Item 4) - Mm- eral wool batts, friction fitted between studs and runners. MID nom thickness as indicated under Item 4. See Batts and Blankets (BKNV or BZJZl Categories for names of Oassified companies. 3A. Batts and Blankets' -: (Op~onal) ---: Placed in stud ~a:viti~s, any g~ass fiber or mineral wool msulation beanng the UL Classification Marking as to Surface Burning Characteristics and / or Fire Resistance. See Batts and Blankets (BKNV or BZJZl Categories for names of Oassified com- panies. 4. Wallboard, Gypsum' _ Gypsum pane~ with bevele.d, s9.~are or tapered edges, applied vertically or honzontally. Vertlcal Jomts centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) st~!!igered one stud cavity. Horizontal edge joints and horizo~tal butt Jotn~.on oppo- site sides of studs need not be staggered. Honzontal edge Jomts and horizontal butt j~ints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as followS: Wallboard protection on Each Side of Wall Rating MID Stud No. of Layers MID Thkns Depth & Thkns of Insulation of Panel (Item 31 1 3-1/2 1 layer, 5/8 in. thick .. Optional I 2-1/2 llayer, 1/2in. thick 1-1/2in. 1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick - Optional 2 3-1/2 llayer, 3/4 in. thick 3 in. 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 2 layers, 3/4 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional 4 2-1/2 2 layers, 3/4in. thick 2 in. CANADIAN GYPSUM COMPANY -1/2 in. thick Type C, WRC or lP-X2; 5/8 in. thick Type sex, sHX, WRX, lP-Xl, AR, C, WRC or lP-X2; 3/4 in. thick ULTRACODE or Type IP-X3 UNITED STATES GYPSUM CO -1/2 in. thick Type C, WRC or lP-X2; 5/8 in. thick Type SCX, SHX, WRX, IP-Xl, AR, C, WRC, FRX-G or IP-X2; 3/4 in. thick ULTRACODE or Type IP-X3 YESO PANAMERlCANO S A DE C V -1/2 in. thick Type C, WRC or lP-X2; 5/8 in. thick Type SCX, SHX, WRX, IP-Xl, AR C, WRC or lP-X2; 3/4 in. thick ULTRACODE or Type IP-X3. 4A. Wallboard, Gypsum. - (As an alternate to Item 4) - 5/8 in. thick gypsum panels, installed as described in Item 4 with T)'I'e 5-12 steel screws. The length and spacing of the screwS as specified under Item 5. CANADIAN GYPSUM COMPANY -Type.~ UNITED STATES GYPSUM CO -TYEe FRX . 4B. Wallboard, GyPsum' _ (As an alternate to Ite.ms 4 a~d 4A) - 5/8 m. thick, 2 ft. wide, tongue and groove edge, applied honzontally as the outer layer to one side of the assembly. Secured as described in Item 5. Joint covering (Item 7) not required. UNITED STATES GYPSUM CO -Type SOC. 5. Fasteners _ (Not shown) - Type S or 5-12 steel screws used to attach panels to studs (Item 2) or furrine; channels (Item 6). Sin~e layer sys- tems: 1 in. long for 1/2 and 5/8 In. thick panels or 1-1/4 In. long for 3/4 in. thick panels, spaced 8 in. OC w~en pan~ls are apphed honzon- tally, or 12 in. OC when panels are applied vertlcally. Two layer sys- . tems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4. In. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- ~_5/8m. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 In. thIck panels, spaced 16 in. OC with screwS offset ~ in. fron: firs~ layer.Three- layer systems: First layer- 1 in. long for 1/2 In., 5/8 tn. thick pane~. k spaced 24 in. OC. ?econd lay.er-1-5/8 in. lon.g for 1/2 in., 5/~ in. lC l'anels, spaced 24 In. OC. Third layer- 2-1/4 tn. long for 1/2 tn., ~/811C thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 1~ m. 0 . Screws offset min 6 in. from layer below. Four-layer systems: FIrst layer- 1 in. long for 1/2 in., 5/8 in. thick ?anel~, spaced 24 in. DC. S~c- ond layer-1-5/8 in. lonp for 1/2 in., 5/~ tn. ~ck panels, spaced.24t OC. Third layer- 2-1/4 tn. long for 1/2 tn. thick panels or 2-5/8 In. ong for 5/8 in. thick panels, spaced 24 in. DC. Fourth ~ayer- 2-5/8 In. Irf2 for 1/2 in. thick panels or 3 in. long for 5/8 in. thIck panels, space in. OC. Screws offset min 6 in. from layer below. j."" o,rl.' ;,,1 LOOK FOR THE UL MARK ON PRODUCT 2000 ~ ~' -{1 .Ar.lCE DIRECTORY FIRE RESISTANCE DIRECTORY (BXRH) Fire Resistance Ratings - ANSI/UL 263 (BXUV)-Continued 6. Furring Channels _ (Optional, not shown, for single or double layer sys- terns) _ Resilient furring channels fabricated from min 25 MSG corrosion- protected steel, spaced vertically a max of 24 in. Oc. Flange portion attached to each intersecting stud with 1/2 in. long Type 5-12 steel screws. Not for use with Item 4A. 7. Joint Tape and Compound - Vmyl or casein, dry or premixed joint com- pound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer panels. B. Siding, Brick or Stucco - (Optional, not shown) - Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 9. Caulking and Sealants" - (Optional, not shown) - A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSuM CO -Type AS "Bearing the UL Classification Marking Design No. U420 Nonbearing Wall Rating - 1 or 2 HR. ~"."'~ , {: ~ ~~. eo'"~ ""'" ""''''' - . , :.:~,--"c: . \d~ . ?". ~) VERTICAL SECTION 1. Studs _ Channel - shaped 1 5/ B in. wide with 1 3/ B in. legs and 1/4 in. stiffening flanges. Fabricated from No. 25 MSG galv steel. Studs to be cut 1/4 in. less than assembly height. 2. Bracing _ Cut from the steel runners, min. 9-1/2 in. long, fastened to the studs with two No. B by 1/2 in. long self-drilling, self-tapping steel screws in each stud. As an alternate, but limits the stud cavity depth to 9-1/2 in., cut from the gypsum wallboard, 9-1/2 in. long and 12 in. wide, fastened to the studs with three Type 5 wallboard screws in each stud. Vertical spacing of bracing not to exceed 48 in. Oc. 3. Floor and Ceiling Runners - Channel - shaped 1 5/8 in. wide with 1 in. legs, fabricated from No. 25 MSG galv steel. Attached to floor and ceiling with fasteners spaced 24 in. OC. 4. Wallboard, Gypsum" - Any 5/8 in. thick wallboard for fire resistance Gas- sified with beveled, square, or tapered edges. For 1 Hr Rating _ One layer of wallboard to be used. Applied vertically with joints centered over studs. Fastened to studs with 1 in. long, Type 5, wallboard screws spaced 8 in. oe at the joints, located 3/B in. from the edges, and 12 in. oe in tlie field. Fasteners to be spaced 8 in. DC at the runners. For 2 Hr Rating _ Two layers of wallboard to be used. The inner layer to be applied in the same manner as for the 1 Hr Rating. The outer layer to be fastened to the studs (through the inner layer) using 1 5/ B in. long, Type 5, wallboard screws spaced B in. OC at the joints, located 3/ B in. from the edges and 12 in. OC in tlie field. Fasteners to be spaced Bin. oe at the runners. Joints to be staggered 24 in. from the inner layer. See Wallboard, Gypsum (CKNX) category for names of manufacturers. 4A. Wallboard, Gypsum" - (As an alternate to Item 4) - Nom 3/4 in. thick, installed as described in Item 4 with 1-1/4 in. long Type S screws for single (or inner) layer and 2-1/4 in. long Type 5 screws for outer layer. CANADIAN GYPSUM COMPANY -Type AR. UNITED STATES GYPSUM CO -Type AR. .; _ YESO PANAMERlCANO S A DE C V -Type AR 5. Joint Tape and Compound - Vinyl or casein, dry or premixed joint com- pound applied in two coats to joints and screw heads. Paper tape, 2 in. wide, embedded in first layer of compound over all joints. 6. Batts and Blankets" _ (Optional, not shown) Glass fiber batts may be installed in the interior or wall cavity. The max thickness of the batts shall be 2 1/2 in. for the walls with 2 Hr assembly ratings and 31/2 in for the walls with 1 Hr assembly ratingS. Attached to wallboard with wire staples spaced horizontally 12 in. oe and vertically 24 in. ac. FIRE RESISTANCE DIRECTOR'f (BXRH) 729 Fire Resistance Ratings - ANSl/UL 263 (BXUV)-Continued JOHNS MANVILLE INTERNATIONAL INC OWENS-CORNING FIBERGLAS CORP "Bearing the UL Classification Marking Design No. U421 Nonbearing Wall Rating - 2 HR. 5 1. Floor and Ceiling Runners- (Not shown) - Channel shaped, 2-1/2 in. wide with 1-1/4 in. legs, fabricated from No. 25 MSG galv steel. Attached to floor and ceiling with fasteners spaced 24 in. OC. 2. Steel Studs- Channel shaped, 2-1/2 in. wide, 1-1/4 in. legs and 1/4 in. stiffening flanges, fabricated from No. 25 MSG galv steel. Studs crimped to floor and ceiling runners and spaced 24 in. OC. 3. Wallboard, Gypsum" - 1/2 or 5/ B in. thick, 4 ft wide, two layers applied vertically with joints centered over studs. Inner layer attached to studs and runners with 1 in. long, Type S screws located 5/8 to 3/4 in. from sides and ends of wallboard and spaced 12 in. OC. Joints staggered on opposite sides. Outer layer bonded to inner layer with laminating adhesive (Item 4). Outer layer also attached through inner layer into studs and runners with 1-5/ Bin. long. Type 5 screws located 5/ B to 3/4 in. from sides and ends of wallboard and spaced IB in. OC. Joints to be staggered from the inner layer. See Wallboard Gypsum (CKNX) category for names of manufacturers. 4. Laminating Adhesive - Used to bond outer layer of wallboard to inner layer of wallboard. Adhesive consists of joint compound mixed with water in accordance with instructions shown on container and applied to back sur- face of the outer layer of wallboard using a steel trowel. Adhesive applied in 10 in. wide strips spaced approx 24 in. O.C. 5. Finishing System - Joints of inner and outer wallboard layers covered with a 2-1/2 in. wide fiberglass tape embedded in joint compound and cov- ered with a second layer of joint compound. Screw heads in both layers of wallboard covered with two layers of joint compound. Exposed faces of outer wallboard coated with a latex primer-sealer paint applied at a rate of approx 0.4 gal per 100 sq ft. 6. Hard board Paneling - Mineral and Fiberboards" - Chemically treated I paneling with a face finish, nom 1/4 in. thick, 48 in. wide. Attached verti- cally to wallboard with a neoprene adhesive applied in 1/4 to 1/2 in. wide beads spaced approx 24 in. O.c. vertically and 16 in. O.C. horizontally. Pan- eling also attached to floor and ceiling runners with 2-1/4 in. long, Type S trim head screws spaced 16 in. O.c. Paneling and wallboard joints staggered 12 to 24 in. O.C. MASONITE CORP -Type FT. "Bearing the UL Classification Marking CERTAINTEED CORP LOOK FOR THE UL MARK ON PRODUCT 2000 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE DIRECTORY (BXRH) Fire Resistance Ratings - ANSI/UL 263 (BxUV)-Continued ) Design No, U424 (Exposed to Fire on Interior Face Only) Bearing Wall Ratings - 45 min, 1, 1-112 or 2 Hr (See Item 4) l. Floor and Ceiling Runners - (Not shown) - Channel shaped, fabri- cated from min 0.0329 in. thick, bare metal thickness (No. 20 MSG) corrosion-protected steel, that provide a sound structural connection between steel studs and adjacent assemblies such as floors, ceilings and / or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. Oc. 2. Steel Studs -'- Min 0.0329 in. thick, bare metal thickness (No. 20 MSG) corrosion-protected steel studs, min 3-1/2 in. wide, cold formed, designed in accordance with the current edition of the Specification for the Design of Cold-Formed Steel Structural Members by the American Iron and Steel Institute (AlSI). All design details enhancing the struc- tural inte~ty of the wall assembly, induding the axial design load of the studs, shall be as specified by the steel stud designer and / or pro- ducer, and shall meet the requirements of all applicable local code agencies. The max stud spacing shall not exceed 24 in. OC. (16 in. OC wnen Item 18 is used). Studs attached to floor and ceiling runners with 1/2 in. long Type 5-12 steel screws on both sides of the studs or by welded or bolted connections designed in accordance with the AlSI specifications. 3. Lateral Support Members - (Not shown) - Where required for lat- eral support of studs, support shall be provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system. 4. Wallboard, Gypsum. - Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal edge joints and horizontal butt joints on oppo- site sides of studs staggered a min of 12 in. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers and percent of design load for the 45 min, 1 hr, 1-1/2 hr, and 2 hr ratings are as fol- lows: Wallboard Protection on Interior Side of Wall No. of Layers &: Thkns olPanel 'tlayer, 5/ B in. thick 2 layers, l/2 in. thick 2 layers, 5/ B in. thick 3 layers, 1/2 in. thick 2 layers, 3/4 in. thick (, , " n- In- d l- an- 1- 12 s. as- fi- ,is- ~d )f y- a yl :I INTERIOR SIDi:. (jJ See Items 7A Through 7E %of Design Load 100 100 100 100 100 CANADIAN GYPSUM COMPANY -1/2 in. thick Type sex, SHX, WRX, AR, C, WRC, or lP-X2; 5/8 in. thick Type SCX, SHX, WID<, IP-Xl, AR, C, WRC, lP-X2 orFRX; 3/4 in. thick ULTRACODE or TYEe AR or IP-X3. UNITED STATES GYPSUM CO -.1/2~. thick Type SCX, SHX, WRX, AR, C, WRC or lP-X2; 5/8 ID. thick Type sex, SHX, WRX, IP-X1, AR, C, WRC, lP-X2, FRX or FRX-G; 3/4 in. thick ULTRACODE or Type AR or lP-X3. YESO PANAMERlCANO S A DE C V ~1/2 in. thick Type SCX, SHX, WRX, AR, C, WRC or lP-X2; 5/8 ID. thick Type SCX, SHX, WRX, lP-X1, AR, C, WRC or lP-X2; 3/4 in. thick Ul.TRACODE, AR or lP-X3. 5. Fasteners- (Not shown) - Type 5-12 steel screws used to attach pan- els to runners (Item 1) and studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in; thick panels or 1-1T4 in. long for 3/4 in. thick panels, spaced 8 in. OC wnen panels are applied horizontally, or 12 in. DC when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick pan- 731 ARE RESISTANCE DIRECTORY (BXRH) Fire Resistance Ratings - ANSI/UL 263 (BXUV)-Continued els or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer-1-5/8 in. long for 1/2 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Three-layer systems: First layer- 1 in. long for 1/2 in. thick pan- els, spaced 24 in. DC. Second layer- 1-5/8 in. long for 1/2 in. thick pan- els, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick pan- els, spaced 12 in. OC. Screws offset min 6 in. from layer below. 6. Building Paper _ (Not shown) - No. 15 asphalt felt or equivalent as required. 7. Gypsum Sheathing- For exterior walls, 1/2 or 5/8 in. thick exterior regular gypsum sheathing applied vertically or horizontally, attached to studs and runners with 1 in. long Type 512 steel screws spaced 12 in. OC along studs and runners. One of the following exterior facings shall be applied over the gypsum sheathing. A. Siding, Brick or Stucco - Aluminum, vinyl or steel siding, brick veneer or stuccO, meeting the requirements of local code agencies. When a min 3-3/4 in. thick brick veneer facing is used, the rating is applicable for exposure on either side. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. B. Cementitious Backer Units. - 1/2 or 5/8 in. thick panels, attached to steel studs over gypsum sheathing with 1-5/8 in. long, Type 5-12, corrosion resistant, wafer-head steel screws, spaced 8 in. OC. Studs spaced a max of 16 in. OC. Joints covered with glass fiber mesh tape. UNITED STATES GYPSUM CO _Durock Exterior Cement Board or Durock Brand Cement Board. C. Foatlled Plastic. _ Aged expanded polystyrene (EPS) board per ASTM C578, with a nom density not less than 1 pd, R-value 3.8 min per in. with a flame spread of less than 25 and a smoke developed of less than 450, adhered to the gypsum sheathing (Item 7) or to the cementitious backer units (Item 18) with USG Exterior Insulation Board Adhesvie. See Foatlled Plastic (BRYX and/or cCVW> Categories for names of Oassified companies. D. Wall and partition Facings and Accessories. - Min 3/32 in. thick, applied over the gypsum sheathing (Item 7) or the cementi- tious backer units (Item 18) or the insulation board (Item 7C), to embed an open-weave fiberglass mesh (mesh weighing not less than 4.5 oz per sq yd, treated for alkaline resistance). Instructions provided with the product shall be consulted regarding limita- tions on the use of the product. UNITED STATES GYPSUM CO -USG Exterior Basecoat E. Wall and partition Facings and Accessories. - Min 1/16 in. thick, applied over basecoat (Item 70). Instructions provided with the product shall be consulte4.,regarding limitations on the use of the product. UNITED STATES GYPSUM CO -use Exterior Textured Finish or USG Exterior Stone Finish 8. Furring Channels _ (Optional, not shown, for single or double layer I systems) _ Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type 5-12 steel screws. Not for use with Type FRX gypsum panels. 9. Batts and Blankets. _ (Optional, not shown) - Placed in stud cavi- ties, any glass fiber or mineral wool insulation bearing the UL Oassifi- cation Marking as to Surface Burning Characteristics and / or Fire Resis- tance. See Batts and Blankets (BKNV and/or BZJZ) Categories for names of Oassified companies. 10. Joint Tape and Compound - Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of interior face layer. Paper tape, nom 2 in. wide, embedded in first layer of com- pound over all joints of interior face layer. 11. Caulking and Sealants. _ (Optional, not shown) - A bead of acouS- tical sealant applied around the partition perimeter on interior side for sound control. UNITED STATES GYPSUM CO -Type AS .Bearing the UL Oassification Marking LOOK FOR THE UL MARK ON PRODUCT \. 1/4 \. le- \e ng d n 3/4 18 and lom Un. lex- ,asher units ll\g ~-23 r den- 5ign min od 2000 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE DIRECTORY (BXRH) Fire Resistance Ratings - ANSI/UL 263 (BXUV)-Continued Design No, U901 Bearing Wall Rating - 4 HR. Nonbearing Wall Rating - 4 HR. -------~-- 2 3/4" _--------- l 1. Concrete Blocks~ _ Various designs. Classification B-4 (4 hr). See Concrete Blocks category for lists of eligible manufacturers. 2. Mortar _ Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-l/2 parts of dean sharp sand tol part Port- land cement (proportioned by volume) and not more ilian 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. portland Cement Stucco or GypSUt1l Plaster - If used, add 1/2 hr. to Clas- sification. 4. Loose Masonry Fill- If all core spaces are filled with loose dry expanded slag, burned clay or shale (rotary kiln process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation, Oass 0-2 (2 hr) or C-3 (3 hr) concrete blocks will provide a 4 hr fire resistance rat- ing. 'Bearing the UL Classification Marking ARE RESISTANCE DIRECTORY (BXRH) 80 Fire Resistance Ratings - ANSI/UL 263 (BxUV)-Continued One or more layers of rigid extruded polystyrene insulation, 4 in. thick mIDo having 1 in. min air space with face brick or blocks. THE DOW CHEMICAL CO OC CELFORTEC INC OWENS CORNING SPECIALTY &: FOAM PRODUCTS-Type 150 or 250. 6A. Foamed Plastic' _ (Optional-Not shown with clay face brick detail). Rigid polyisocyanurate insulation for use between brick and / or concrete blocks. One or more layers of rigid extruded polystyrene insulation, 4 in. thick mIDo having 1 in. min air space with face brick or blocks. CELOTEX CORP -Type Therrnax 'Bearing the UL Classification Marking Design No. U904 Bearing Wall Rating - 3 HR. Nonbearing Wall Rating - 3 HR. J!4" ----------- - -.- \ 7-5/S" MIN. -rr ~. _:o:'.~;: Q. ....: '\ .' .~..::~ .~. ;"~..' ~: \ '1;:'.' ,',: r :9Q;9: j @ @ if' ~izontal Section 1. Concrete Blocks' _ Various designs. Oassification C-3 (3 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar _ Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Port land cement (proportioned by vl,llume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to Classificatiol if used. Attached to concrete bolcks (Item 1). 4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermicu- lite masonry fill insulation, or silicone treated perlite loose fill insulation adl 1 hr to Classification. 5. Foamed Plastic' _ (Optional-Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). CELOTEX CORP -Type Therrnax 'Bearing the UL Oassification Marking '!>_5/S"l'lin. ---'-- -r 7-5/S" MIN. 1" HinS~~i 0-4" 3-5/8" Min. 1. Concrete Blocks' _ Various designs. Classification 0-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar _ Blocks laid in ful1 bed of mottar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part POI land cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. portland Cement Stucco or Gypsum Plaster- Add 1/2 hr to classificatic if used. Where combustible members are framed in wall, plaster or stuccO must be applied on the face opposite framing to achieve a max. Classifica tion of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill- If all core spaces are filled with loose dry expandl slag, expanded clay or shale (Rotary Kiln Process), water repe\lant vermi( lite masonry fill insulation. or silicone treated perlite loose fill insulation' 2 hr to classification. 5. Foamed Plastic' _ (Optional-Not Shown) -1-1/2 in. thick max, 4 ft w sheathing attached to concrete blocks (Item 1). CELOTEX CORP -Type Thermax 'Bearing the UL Classification Marking Wood Girls 2 2 1. Oay Face Brick- 3-5/8 in. wide by 2-1/4 in. high by 8 in. long. lA. Concrete Blocks' _ Various designs, Classification 0-2 (2 h). See Concrete Blocks category for list of eligible manufacturers. 2. Brick Ties _ 3/4 in. wide, 7 in. long corrugated 26 MSG galv steel. Spaced one to each brick in every second course of blocks. 3. Mortar- Bricks and blocks laid in full bed of mortar nom. 3/8 in. thick of not less than 2-1/4 and not more than 3-1/2 parts clean sharp sand to 1 part portland cement (proportioned by vol) and not more than 50 percent hydrated lime (by cement vol). Vertical joints staggered. 4. Reinforcement _ Parallel and diagonal rods, 0.150 in. min diam with welded joints a max 16 in. OC. Placed the width of concrete block wall in every second course of blocks alternately with brick ties. 4A. Masonry Reinforcement _ Prefabricated steel reinforcement, truss or lad- der type, used for embedment in every second horizontal mortar joint. placed the full width of wall assembly. Side and cross rods No.9 (0.150 in.) min diam with welded joints a max 16 in. OC. 5. Concrete Blocks' -Nom 4 in. wide. OLDCASTLE PRECAST INC, DBA AMACOR PRECAST INC Concrete Blocks (Alternate to Item 5) - Various designs Oassification 0-2 (2 h). See Concrete Blocks category for list of eligiole manufactur- ers. 6. Foamed Plastic' _ (Optional- Not shown with clay face brick detail) Rigid polystyrene insufation for use between brick and / or concrete blocks. - LOOK FOR THE UL MARK ON PRODUCT 2000 FIRE. RESISTANCE DIRECTORY ~2 ARE RESISTANCE DIRECTORY (BXRH) FIRE RESISTANCE DIRECTORY (BXRH) Fire Resistance Ratings - ANSI/UL 263 (BXUV)-Continued ~ ) Design No. U906 Bering Wall Rating - 2 HR. Nonbearing Wall Rating - 2 HR. 3~ . .-C----------------- --- ~oO 00 DO~ .l- Horizontal Section 1. Concrete Blocks" _ Nominal 6 by 8 by 16 in, hollow or solid. Classification D-2 (2 hr). ANCHOR CONCRETE PRODUCTS INC Allowable compressive stresS of 57% of max allowable compressive stress in accordance with the empirical design method. BETCO BLOCK &. PRODUCTS INC, DBA ARTHUR WHITCOMB WESTBROOK CONCRETE BLOCK CO INC Allowable compressive stresS of 75.6% of max allowable compressive streSS in accordance with the empirical design method. 2. Mortar _ Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Port- land cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to Classification if used. Attached to concrete blocks (Item 1). 4. Foamed Plastic" _ (Optional-Not Shown) -1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). CELOTEX CORP -Type Thennax "Bearing the Ul. Classification Marking Design No. U907 Nonbearing Wall Rating - 3 or 4 HR. (See Item 1) r-3'4' .1.---------- - ------- ------------- @\ 7-5/8' Ilia. \ ..t.- Uait r4eiQth-12- 1. Concrete Blocks" _ Classification C-3 (3 hr) and B-4 (4 hr). Rating certificate Web Face Shell No. Hr Thl<ns Th\alS Core 3 C-3 1-1/8 in. 1-1/4 in. 2 ~ B-4 1 in. 1-1/2 in. 2 TARMAC AMERICA INC 2. Mortar _ Blocks laid in full bed of mortar, nom. 31 B in. thick, of not less than 2-114 and not more than 3-1/2 parts of clean sharp sand to one part portland cement (proportioned by volume) and 15 percent hydrated lime (by cement volume). Vertical joints staggered. 3. portland Cement Stucco or Gypsum plaster - Add 112 hr to classification if used. Attached to concrete blocks (Item 1). 4. Loose Masonry FUl- (Not shown) - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (rotary kiln process), water repel- lant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation, Class C-3 (3 hr) concrete blocks will provide a 4 hr fire resistance rating. 5. Foamed PlastiC" _ (Optional-Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1) or interior wall surface. CELOTEX CORP -Type Thennax "Bearing the UL Classification Marking --\ \' ~ VERTICA\.. SECTION 1. Support Angles _ 3 by 3 by 1/4 in. thick steel angles attached to the floor and ceiling with masonry fasteners spaced 24 in. O.c. 2. Attachment Clips _ 31 B in. thick steel "5" shaped clips slipped over the support angles and secured to the precast concrete units with 3/4 by 1-1/4 in. long machine bolts and nuts. The bolts inserted through the attachment plates into inserts provided in the precast concrete units. Each concrete unit contains two inserts at the ceiling level and two inserts at the floor level. 3. Flashing Angles _ 3 by 3 by l/4 in. thick steel angles attached to masonry with masonry fasteners spaced 24 in. O.c. 4. Precast Concrete Units" - Nom B in. thick by 4 ft wide units with foamed plastic core. Normal weight aggregate. UNDERWRITERS LABORATORIES INC NITIERHOUSE CONCRETE PRODUCTS INC STRESCON INDUSTRIES INC 5. Batts and Blankets" _ Mineral wool batts, 1-1/2 in. thick, placed between the top of the precast concrete units and the ceiling surface. See Batts and Blankets (BZJZ) category for names of manufacturers. 6. Caulking and Sealants" - The joints between adjacent panels shall be closed as followS; 6A 1/2 in. diam foamed plastic rod. 6B 1/2 in. thick ceramic fiber blanket folded into a double thickness while being inserted between concrete units. The assembly rating is dependent on the width and depth of the ceramic fiber blanket as follows; AsseII1bly Rating Blanket Width Blanket Depth fu ~ ~ 3 3 1-1/2 463 6C Two part polytremdyne terpolytner sealant. TREMCO INC _Dym.eric "Bearing the UL Classification Marking Design No. U910 Bearing Wall Rating - 4 HR. Nonbearing Wall Rating - 4 HR. 1 1. Concrete Blocks" _ Various designs. Classification D-2 (2 hr). - .J LOOK FOR THE UL MARK ON PRODUCT ~" I,' 2000 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE DIRECTORY (BXRH) Fire Resistance Ratings - ANSI/ UL 263 (BXUV)-Continued See Concrete Blocks category for list of eligible manufacturers. 2. Mortar _ Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts clean sharp sand to 1 part Port- land cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Furring Channels- Min 0.019 in. thick (25 gauge) galv steel, 1-3/8 in. wide on top and 2-3/4 in. wide at bottom by 7/8 in. deep. Spaced 24 in. OC perpendicular to floor with a channel parallel to and approximately 3 in. above floor and 3 in. below ceiling. Clearance between vertical and horizon- tal channels 1/2 in. 4. Channel Fasteners- 1-1/4 in. long masonry screws with 3/16 in. body and 5/16 in. diameter head. Fasteners spaced 24 in. OC with the fasteners staggered on each long leg of the furring channel. 5. Wallboard, Gypsum"- 1/2 in. thick, 4 ft. wide, secured to furring chan- nels with wallboard .fasteners (Item 6). Gypsum plaster not more than 1/16 in. thick may be applied to wallboard in addition to joint treatment. AMERICAN GYPSUM CO -Type AG-C. BORAL GYPSUM INC-Type BG-C. CANADIAN GYPSUM COMPANY -Types C, IP-X2. CELOTEX CORP -lype FRP. CONTINENTAL GYPSUM COMPANY -Types CG-C, CG5-5, CGTC-C. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP-Type 5. JAMES HARDIE GYPSUM INC -Type Max"C" . LAFARGE GYPSUM, DIY OF LAFARGE CORP-Types LGFC-C, LGFC-C/A. PABCO GYPSUM, DlV OF PACIFIC COAST BUILDING PRODUCTS INC-Type PG-c. REPUBLIC GYPSUM cO-Type RG-C. STANDARD GYPSUM L L C-Type SG-c. TEMPLE-INLAND FOREST PRODUCTS CORP -Type TG-C. UNITED STATES GYPSUM CO -Types C, IP-X2. YESO PANAMERICANO S A DE C V -Types C, IP-X2. 6. Wallboard Fasteners - 1 in. long, self-drilling, self-tapping steel screws with bugle heads. Fasteners attached to each furring channel and sraced 8 in. OC at butt joints and 12 in. OC in the field of the board paralle with fur- ring channels. Clearance between fasteners and edges of wallboard 3/4 in. 7. Joint System _ (Not shown) - Paper tape embedded in cementitious com- pound over joints. Paper tape and exposed screw heads covered with two layers of compound. Edges of compound feathered out. "Bearing the UL Oassification Marking @) ~ Design No. U912 earing Wall Rating - 3 HR. Nonbearing Wall Rating - 3 HR. I 2 [110 3' 3 4 ~0.3'O' /\4,~ L9A~ I!Z'.l.9A6':J 0.100' r.:::::.1-5ill' 1. Concrete Blocks _ Various designs Classification 0-2 (2 h). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar _ Blocks laid in full bed of mortar, nom 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts clean sharp sand to 1 part Port- land cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Foamed Plastic" - For use between Items 1 and 5. Rigid foamed plastic insulation, 1 to 4 in. thick. OC CELFORTEC INC OWENS CORNING SPECIALTY & FOAM PRODUCTS -Type 150 or Type 250. THE DOW CHEMICAL CO 4. Furring Strip- Min 0.020 in. thick (26 gauge) galv stee\' 1-5/8 in. wide, 0.1 in. deep spaced 24 in. Oc. Fastened to concrete blocks (Item 1) through foamed plastic (Item 3) using any steel screws penetrating concrete bfocks (Item 1) min of 1 in. and spaced 16 in. Oc. 5. Wallboard Gypsum" - Min 1/2 in. thick wallboard with beveled, square or tapered edges. One layer of wallboard to be used. Applied vertically with joint centered over furring strips (Item 4). Fastened to strips with 1-1/4 in. long, Type S, self-tapping, self-drilling, wallboard screws spaced 8 in. OC at FIRE RESISTANCE DIRECTORY (BXRH) 803 Fire Resistance Ratings - ANSI/UL 263 (BXUV)-Continued the joints, 12 in. DC in the field and penetrating furring strip. AMERICAN GYPSUM CO-Type AG-C. BORAL GYPSUM INC-Type BG-C. CANADIAN GYPSUM COMPANY -Type C. CONTINENTAL GYPSUM COMPANY -Types CG5-5, CG-C, CGTe -c. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP-Type 5. JAMES HARDIE GYPSUM INC-Type Max"C" . LAFARGE GYPSUM, DlV OF LAFARGE CORP -Types LGFC-C, LGFC-C/ A. PABCO GYPSUM, DIY OF PACIFIC COAST BUILDING PRODUCTS INC-Type PG-c. REPUBLIC GYPSUM CO-Type RG-C. STANDARD GYPSUM L L C-Type SG-c. TEMPLE-INLAND FOREST PRODUcrS CORP-Type TG-C. UNITED STATES GYPSUM CO -Type C. YESO PANAMERICANO S A DE C V -Type C. 6. Joint Tape and Compound (not shown) - Vmyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads. Paper tape, 2 in. wide, embedded in first layer of compound over all joints. "Bearing the UL Oassification Marking Design No. U913 Bearing Wall Rating - 2 HR. Nonbearing Wall Rating - 2 HR. 1. Concrete Blocks _ Various designs Classification 0-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar _ Blocks laid in full bed of mortar, nom 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts clean sharp sand to 1 part Port- land cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Foamed Plastic" - Min 1 in. thick, density of 1 pd max, polystyrene foamed plastic insulation boards, supplie'a in 2 by 4 ft sheets. positioned horizontally and staggered 24 in. O.c. vertically, and attached to the concrete blocks (Item 1) with adhesive/base coat (Item 5) applied at a rate of 1-1/2 gal per 100 sq ft. I ASSOCIATED FOAM MFRS INC, DBA AFM CORP-Type WSG. 4. Non-Metallic Fabric Mesh - (not shown) - Glass fiber fabric mesh, weighing approximately 2.5 oz / sq yd, positioned vertically over the foamed plastic (Item 3) and secured at the top with 16 gauge 3/8 in. long staples randomly spaced. 5. Wall and Partition Facings and Accessories - Coating System - The base coat is trowel-applied over glass fiber fabric mesh (Item 4) at a rate of 2 gal per 100 sq ft. The textured wall finish is then applied over the base coat at a rate of 2-1/2 gal per 100 sq ft. GACO WESTERN INC -Types A-52oo, -5207, -5214, -5216, -5218, -5250. "Bearing the UL Oassification Marking LOOK FOR THE UL MARK ON PRODUCT SURVEYORS July 20, 2004 w~@.\~~'iI\~W l~\ JUl 2 2 2004 \~ Mr. Robert Hutchins - Building Official City of Prior Lake 16200 Eagle Creek Avenue SE Prior Lake, MN 55372-1714 ENGINEERS ARCHITECTS RE: South Lake Village Shell Plan Review yeA #8318 LANDSCAPE ARCHITECTS PLANNERS Dear Robert: This is a follow-up letter to address the questions you have on our responses to your plan review letter. Our response letter was dated July 7,2004. 1. The shear capacity of the hilti anchor at the brick bearing ledge is 950 lbs., the design load for this anchor is 400 lbs. 2. A signed copy of the revised partial framing plan 1.1 r/S2.2 is attached. 3." The 6" block at the loading dock will have the cores grouted solid to provide a 2HR fire-resistive rating. 4. Revised code summaries for the Hollywood Grill and the South Lake Village stating an assumed property line at the 60' setback line are attached. 5. Refer to the revised partial framing plan 1.2r/S2.2 (attached) for the column size/foundation notes at grid intersection D/3. 6. . As per our discussion, the 8" existing CMU at the west exterior wall of the former Laundromat tenant space (along grid line 'A') will only provide a IHR fire- resistive rating. To provide a 2HR fire-resistive rating at this portion of exterior wall, we propose to install (2) layers of 5/8" gypsum board over 7/8" hat channels spaced at 16" o.c. vertically. This assembly can be assumed to provide an additional 1 HR fire-resistive rating to the exterior CMU wall according to IBC Section & Table 720.6.2 "Time Assigned to Wallboard Membranes". This interior fire-resistive assembly will extend to the deck above and be sealed with a rated firestopping material. This summary is our interpretation of the most effective method to achieve the required fire-resistive rating for the exterior wall assembly. Please advise if this wall system is not acceptable. ROCHESTER OFFICE: 717 Third Avenue SE Rochester, MN 55904 507-288-6464 Fax 507-288-5058 MPLS/ST PAUL OFFICE: 651-681-9040 MASON CITY OFFICE: 641-424-6344 DELAFIELD OFFICE: 262-646-6855 Equal Opportunity Employer yaggy.com Mr. Robert Hutchins July 20, 2004 Page 2 The intent of this letter is to address your review letter and to direct the General Contractor on required work to be performed. Hopefully this letter has addressed your remaining concerns. Please feel free to call with any further questions and/or comments. Thanks! Sincerely, BY ASSOCIATES SJ/jh yeA # 8318 Attachments: 1.2R/S2.2, 1.1 R/S2.0, Code Summaries for Hollywood Grill & South Lake Village. cc: Bernie Paul- Bealmake Partners Russ Anderson - CCP Craig Pearson - MDS Bill McKeag - Yaggy Colby Associates Chris Colby - Yaggy Colby Associates Bobby Ankeny - Ankeny Builders Inc. Jeff Schwalbach - Structural Connections, Inc. HOllYWOOD GRill CODE SUMMARY INTERNATIONAL BUILDING CODE, 2000 EDITION MINNESOTA STATE BUILDING CODE, CURRENT ED. NOTE: THIS CODE SUMMARY IS PROVIDED FOR GENERAL CONFORMANCE ONLY AND DOES NOT ADDRESS OCCUPANT LOAD FOR EXITING OR PLUMBING FIXTURE REQUIREMENTS. THIS CODE SUMMARY IS BASED ON AN ASSUMED PROPERTY LINE AT THE 60' SEPERATION LINE FROM THE MALL SIDE. OCCUPANCY TYPE: TYPE OF CONSTRUCTION: EXISTING BUILDING HEIGHT = ALLOWABLE BUILDING HEIGHT = REST ARAU NT (A-2) V-B (FULL Y-SPRINKLERED) ONE STORY (20'-0" +/-) ONE STORY (40'-0" HT.) BUILDING AREA: TOTAL EXISTING AREA = BASIC ALLOWABLE = AREA INCREASE FOR SPRINKLER SYSTEM = TOTAL ALLOW AB LE AREA = 7,630 S.F. 6,000 S.F. 12,000 S.F. 18,000 S.F. ALLOWED OPENINGS: (pER IBC TABLE 704.8) IBC TABLE 704.8, ITEM (g): BUILDINGS WHOSE EXTERIOR BEARING WALL, EXTERIOR NON- BEARING WALL AND STRUCTURAL FRAME ARE NOT REQUIRED TO BE FIRE-RESISTANCE RATED SHALL BE PERMITTED TO HAVE UNLIMITED UNPROTECTED OPENINGS. =E I :E c= ~JN Ie :E R'" C)~::: 'C~S fir INTERNATIONAL BUILDING CODE, 2000 EDITION MINNESOTA STATE BUILDING CODE, CURRENT ED. NOTE: THE DESIGN INTENT IS TO ClASSIFY THIS BUILDING AS A COVERED MALL WITH ONE ANCHOR BUILDING (PER IBC SECTION 402). THIS CODE SUMMARY IS BASED ON AN ASSUMED PROPERTY LINE AT THE 60' SEPERA TION LINE FROM THE MALL SIDE. MALL AREAS: MALL GROSS LEASABLE AREA (GLA) ANCHOR BUILDING GLA MALL CIRCULATION AREA TOTAL MALL SQUARE FOOTAGE (GROSS) THE AREA OF THE COVERED MALL BUILDING IN TYPE III CONSTRUCTION IS UNLIMITED PROVIDED THE COVERED MALL BUILDING AND ANCHOR BUILDING ARE SURROUNDED ON ALL SIDES BY A PERMANENT OPEN SPACE OF NOT LESS THAN 60' (PER IBC SECTION 402.6) OCCUPANCY TYPE: TYPE OF CONSTRUCTION: FULL Y-SPRINKLERED BUILDING HEIGHT: ONE STORY 23'-8" +/_ THE BASIC ALLOWABLE HEIGHT OF A TYPE III-B BUILDING FOR AN A-2 OCCUPANCY (MOST RESTRICTIVE) IS 2-STORIES WITH A MAXIMUM HEIGHT OF 55'. WITH THE HEIGHT MODIFICATION FOR THE SPRINKLER SYSTEM PER IBC SECTION 504.2, THE HEIGHT IS ALLOWED TO BE INCREASED BY ONE STORY WITH AN ADDITIONAL 20' FOR THE MAXIMUM HEIGHT. MIXED (A-2, M, & S-1) COVERED MALL OCCUPANT LOAD: OCCUPANT LOAD FACTOR: (pER IBC SECTION 402.4.1 1) OLF ~ 1.00007) (36,025 SF.) + 25 ~ 27.5 OLF ~ 30 36,025 (GLA) / 30 (OLF) ~ 1,201 oce TOTAL COVERED MALL OCCUPANT LOAD ~ 1,201 oce OCCUPANT LOADS FOR THE INDIVIDUAL TENANT SPACES WILL BE CALCULATED AS PART OF THE INDIVIDUAL TENANT IMPROVEMENT PLANS PER IBC TABLE 1003.2.2.2 AND SUBMITTED FOR BUILDING PERMIT BY OTHERS COVERED MALL EXITS: (PER IBC TABLE 1003.2.3) EXIT WIDTH REQUIRED ~ 1,201 OCC x .2" ~ 240.2" ~ 20'-0" (EXIT WIDT EXIT WIDTH PROVIDED ~ 24'-0" 18 - 3'-0" DOORS) THE EGRESS REQUIREMENTS FOR INDIVIDUAL TENANT SPACES WILL BE CALCULATED AS PART OF THE INDIVIDUAL TENANT IMPROVEMENT PLANS PER IBC TABLES 1003.2.2.2 & 1003.2.3 AND SUBMITTED BY OTHERS PLUMBING FIXTURES: (PER IBC TABLE 2902.1) RESTAURANT (A-2 OCe) REQUIREMENTS: TOILETS/URINALS REQUIRED LAVATORIES REQUIRED DRINKING FOUNTAIN SERVICE SINK ~ 2 PER SEX ~ 1 PER SEX ~ 1 REQ'D ~ 1 REQ'D MERCANTILE 1M OCe) REQUIREMENTS: TOILETS/URINALS REQUIRED ~ 2 PER SEX LAVATORIES REQUIRED ~ 1 PER SEX DRINKING FOUNTAIN ~ 1 REQ'D SERVICE SINK ~ 1 REQ'D MODERATE-HAZARD STORAGE (S-1 OCe) REQUIREMENTS: TOILETS/URINALS REQUIRED ~ 1 PER SEX LAVATORIES REQUIRED ~ 1 PER SEX DRINKING FOUNTAIN ~ 1 REQ'D SERVICE SINK ~ 1 REQ'D PLUMBING FIXTURES PROVIDED TOILETS PROVIDED ~ 9 TOILETS (4 MEN/5 WOMEN) URINALS PROVIDED ~ 2 URINALS LAVATORIES PROVIDED ~ 7 LAVATORIES (3 MEN/4 WOMEN) DRINKING FOUNTAIN ~ 2 DRINKING FOUNTAINS SERVICE SINK ~ 2 SERVICE SINKS 11 IN MALUl IN GROCERY STORE) ---'''~'''-.'' ~'-'--'.--,~ -,-. 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 June 21, 2004 Mr. Shayn J ensson Yaggy Colby Associates 717 Third Avenue Southeast Rochester, MN 55904 RE: South Lake Village Shell Plan Review Following are the results of the plan review for the South Lake Village Shell. Our review was based on the Minnesota State Building Code (MSBC) which adopted with amendments the 2000 International Building Code (IBC) with handicap regulations of the Minnesota Accessibility Code Chapter 1341. Also requirements of the Minnesota State Fire Code (MSFC) which adopted with amendments the 2000 International Fire Code (IFC). 1. Submit signed HV AC, plumbing, fire/smoke alarm, emergency lighting/exit signage and fire suppression plans. Provide a complete layout drawing of the existing fire suppression system. May be submitted at a later date. 2. Sheet A6.0: Provide UL installation instructions for construction for all fire-resistive wall types. 3. DetaiI4/A3.0: Provide UL listing on fire-resistive walls. 4. Address IBC sections 711 penetrations of plumbing pipes, sprinkler pipes, flues, heating pipes ventilation, exhaust pipes, electrical and communication wires and 712 fire-resistant joint systems. Include top of wall/roof details. 5. Detail 3 and 4/ A3.1: Prove 6" block will meet 2 hour fire-resistive rating. 6. Sheet A6.0: Provide proof that existing wall types M8 and M12 meet UL 905. See IBC Table 719.1(2) #3. 7. Provide code review on existing Hollywood Grill building. Address separation distances between Mall and Hollywood. 8. Door 101-2 must swing outward. IBC 1003.3.1.2 9. Ventilation for the building must meet IBC chapter 12. Provide 15 CFM of ventilation per occupant in the tenant and mall. 10. Detail 2/ A3.0 Structural engineer to design tube frame and fabric canopy. 11. Detail 9/ A4.0: Structural engineer to design angle brick ledge attachment. 12. Detail 4/3.0: Locate size of beam on sheet S2, 2 Grid A and A.5. ~ 13. Submit the signed Special Structural Testing and Inspections Schedule. IBe 1703.1. See enclosed. www.cityofpriorlake.com Phone 952.447.4230 / Fax 952.447.4245 - , _.- ...._...._- ~~. ...,.....-...... ...,_.."....~......,....'......,.:... "'-'.m;' "'""'"--....~.~,_._..,"--. -~ ...~.'... '..,..:.!:'.., ~;-' ,.__,.'~~. ~.,..,-;........ "'~'____.:'.,--..~.... ~'-~''''''''''''"''_''-'.....i;.~...~~---...,..~.~..........._, .._J,__,_ _ ..,_..........._ 14. Provide an exterior door to fire suppression equipment area l20A . Mark door with 3" high letters on outside of door to read: "Fire Suppression Riser Location". IFe 510. Install an enclosure around the Fire Suppression Riser in area l20A and BOl to prevent buildup/storage of material that could hamper use of riser. 15. Install Fire Department lock box by Sprinkler Riser equipment room in area 120A and east exterior door that provides access to area B01. An application is received at time of building permit. 16. Provide fire extinguishers minimum 2AlOBC rated, within 75 feet travel distance of all areas. UFC 1002. 17. Provide an enunciator panel that shall be located in the by the East front Vestibule gridlines 7.4/G.7. 18. Provide fire lanes for fire apparatus response. Signage to read:" No Parking Fire Lane by order of Fire Department". Indicate on Site plan. Locate by both South and East Fire Department connections. IFC 1001.7.1. 19. A monitored alarm system is required with a system that has over 20 sprinkler heads. MSFC 1003.3.1 20. Submit a signed Certificate of Survey indicating proposed additions to building. Include building setbacks from all property lines. 21. Separate tenant finish permits are required for the lease space tenants. 22. Provide panic hardware at all Mall exterior doors. mc 1003.3.1.8. 23.Provide 9 accessible parking spaces. MSBC 1341.0403, item E, Subitem 1. Contractor: 24. Please provide a scope of work to be completed. 25. Provide value of work being done. 26. Provide installation requirements for attachment ofEFIS to CMU and studded walls. All items pertaining to the building must be addressed before a building permit is issued. Call ifthere are any questions at 952-447-9851. Robert D. Hutchins Building Official cc. Russ Anderson, Commercial Construction Partners, Inc. Bernie Paul, Bealmake Properties LLC ~ JUL-13-2004 11:29 (") c, \ i f $ i 'S'" . ~ ',\", <... \:=r @ 8 ~ ? \!!."::i - , '" ~. '< c::; - _. ". o -<: 0 ::s "=' n .... (> ''..I t..: I'1J ~ ::r-fji 1" 0. P' . a, ~ 0 ~.; f.I) ::> s-~a~ '" 3 o' ~ ;:;l t:l- III Q" - '1;J :;: 0" 'J 'r.l ." ~, C1> ~ rl1 '.f! ~ .g~0"~ :J. C1\ ~ ~ ~ . 0 ;:;- 0 'U C:l 0" o' 'g .. (\ Co. g, 0. ~ -, s:: ~ P' :"1 P'('\I~~ . ::s ~ r: Cl.w..g S.C3.. _. e! c ~ ~ _' n E? n (> "' 0 S. -, 0 ~ oo::r 0063 ~g,,,,, (\ I. n (')-1 /'<"obr =:l .' f!}~"9. ~ ~ ~ (U 9; --l e: . 0.>;: ::E' .~ ==; ~.) 0" (1 '.". (\ , ..... .\, ,. ". f> I.,) YAGGY COLBY ASSOCIATES J ..... --..J -. ::<j....l 0 ~ ~ -l'-' ~ ~&- '~S' ,- ~ C~N~~N-~~.~~~~~~.-~? o ~~ o'"'on.~....o(llQCl (\ 'n' ~;' ~ ~ ~ w ~ & q w :E ~ I , ~ ~ 8' ~ '-\ :J...... _.' ........ 0 ~.)... l...l z: _ ~... Ul '7'" ......, Q r-J.>: 0 1-.) <: 0... <: ~ ..... 0'" ..~. u ..\ ~ "'1 ...., P' ., .-. lli: .. ,. ..... !:.. ;:>,......... Oq . I V'J li " ~ ... i= /"'! - o-l :;tj >"\ I :::! O,\Cll30!ii'aO'J'3 t1lCIJ.....~ I g; .:g ~ 0 C1\ n' f,I (n' 0 Ql rt'... 0 I ;:to S' Z - a~....~~g~...~~ u ~~o= 0 t;l ....c:.o~~o.5:'g O-<Ny..,;~ 3 ~ -1 - ~ ;:. .., ';.-- ., 'I ~.;.. :;l n '::-' L!J ~ .B ;::1. ' E :=;::r.. 0 ~ ~ ,.., '< Og n - .. n ?O ,.,.. i:= ::s::n :;::. ~ _ <: Q,"C 0'-''' 0"- "0 0 ~;:;lJ':: ~ 0 =i (\ 8.:'( 0 8, ~::s t:I'" ~~) ~ <;::' 8. j.; :l ~~ ~ ; ~ Q~ ~~. [[ e, ~ ~ g ~.~. :' ~ j, g, 'i;:;:' ~ ff ~.s. ~ ~ ;,. 9 g, ~ ~ o' ...... an' 3 ("\ -- :3 0 ....'. cr (. ~ -< t:;1 t:z:j ~ 0 ,';(J ~ (1) I :tt. (\l =2 (1\ ';:1.8- ~ roo. Q\ --0. ~oo~ 0 ~ ~ ~ rr g., I '::'l 9., ~...) ()1 "~I 8 ~. ~ I ~~~-n~~n~ ~~~~ ~ ~ t' (l ,r: w ~. ::J:: 3 ~. I:! -' 0 ~ ;:, t"!' 'u-....\C. '" ~"'I::! n 0 ~~ ,~sF~~p ~g~~ ~ E .J"~ t..l,.CI\.I ::n_.~ ~ _.~ \,I.t; v~ ~ . %~ ..., ~ I 0.... C1l tf.l > _ '0'" ~ 7 S> ~ n 0' -': ~ (1) ~ 0. o' '-' ~ ~ '--~ ~~. y;:' S' 3 ......; ~ ~ ~. :~,. :.~. ~ ~ ~ ~~. ~ "'~. ~ ~ ~ ~ I d ~ ;:; 0.0 ~'\ c.=tj 0- 0 ~ (")... ~~. ~ ~ (1\ ~ (ii' () @. o:T. '" \ '" .:;: '" ~' ~;,)' 5~ ~,r-Jci(i I t:; o ;;. rro 5' I b II ;:;l 0 ct 'iil ~ I (b '" ~. '7 !i: ~ r:: .::.. 0 ~ H Cl. ~ !:l -. ';:I 0-11 O"~ ~ZC (f~ 0' 0" v l'! '< -, '< -=: I ~~. S~ 65 ~ ~ ~ ~.. ~ nz 07 n:a C ~. ti:l f.' ~ ~ ~ ~ A r~ ~c::: lie g '.0 7. i:". II:) _. \Cl !:to ~' g N g ~ g ..... c, t &. ~ c ~ ~., ~. ." /:l ~ t. .~, ~ S , 8 ,~ ::; J;; ~ ~, ~ ;'~ .( )! ;; '~'Q' I ",.,~....,~, ",. ,.", 1'-' to n:. t1 ....i:l (1) ~ '0 rl1 0" ... t~., ('Ill7Cl n ~ .Q to a" a ~. ;-: c. ~~~ 0-""1< ~~. :r.- tT~fJ (t. ~. o ,,. "0 g rij' g- o lO :::l 'iil 0" 9". _(1);:l ,....,Y!;Q , .; . C ~ ::J ;:l !k. q Cl. (11 P. ~ ~ o c:!. n' ~~E. ti'"..-.., ... - '1:lt F~ ~ e-. .-. ::l S. 0<1 ~ ...... = "' ~l.!!... rFo ri (1\~ ::::.(") ~, ~ ~Ef ~ e ] ~ ....'"':'" :=L. ~ l ~ ~ ":::' ~ ",:t ,: ,'~',:-",,'..;a" ., :Z) .~ '.,'" ,:: ,::;:;j~,'f;"~' "....~. ~:' :\';'~;' ..I~:~., """ ''--'' ~. ~ \:.." .t~ :;";, ? f,i.: ,,~ P, "7' t-... i~ - R' '-I ..... g 0- n s: t..l 5' :-1)'C t...) ...... gg .r: '" s' ~ '" (l o ~ o ('> L., o =' i.\' ~ ~ 5' ~ ... n. ~ 5072885058 P.01 ..., ~ r;n "1:l n i:l VI n. 0' " i ~ ~-n? ..~ i= . R;~' ~ v.- .., ~go?:l :.. ~ t""'m""g. N 0 ~~ ~~~,!! 0 <.r 0 S ('l= '. ;......I. 0 .f>. ~S- ~Qi~ ~t"" 1..0;.1 V1~~& ....~ OC(\l <.II !;l -< ~>- -.I <: I -- t:-l !: to - ;' ,......--:: c= ~ I7'l ::2 ~ t..:.. I"t C'l l:J:I ... 1/1 S' CT ttl ~ !!. 0 - "d ~ ~ Er ~. ~ l:I f". Xl III -oJ! t ;' ~ ~ ~ ~ ~ ~ ~ "'1 @ <' ~. ii" ;:; ~ ~ " ~ .. Ol > ~ " ! , '. ,'~',,' .. ,., ..~ ' ,a S , ,,'" ' ':. ~ ....- '..i O~. ."~ r c\ -. it;:1 :::;-' \~~', . . .~ !!l !;l .,g. , '~.", =: ~ .." == ~r cr - (1/ ~ of): o j:;. ~ ~.o- ~ ~ ~B 2.E ~ ;:; =' 0. g. E!l. (ll~ ~~ !/:!' c. ~~ i!l. 0 ~ "'Cl ~~ ",('j<:J R" =='. ~ ~ p~ o (u ncr -8-< i~ '" .... " 0 :::r""" 2.. :!1. .--' '" o (ll ";J ~ ~ ~ JUL-13-2004 ..... 00 ...:J '" " ~ 0 i=di ~'~ cCtl 0.;: n -. !;1-c- ~~ o _ ~ ~ :::"'. fO B .., o'S ~~ Cl ~ g ::.: - - R If ~. ~ 0<7 ..., , '0 a III !"'1 ... ~. ~ :3' <:r' -'< ;:r - r> ;:r .... (1/ ~ Cl ~ ~ 3 ~ (1l .... &n '" 0 P-:J O'~ o ('> .. - - 0 is' ~, ;:s [ o "1:l [ 11:30 "t '0 \. , '" ~ ',1-- \ (i'G"T1 ~~, ~. ... .., C1> '" ~ ~ ~ _.~. o ::.~ : ~ & ~e.(b S- '" ~ (II 0' ::( "2tJ :. E: ;:r " r:r ~..., 0 0" 5-"ij ::":1=:0 Q'('> ~. o 3 g- ""'lI'oCu Ft-:=po Cl> ~ ~ :;:t>~u. e ;;; s (b .~, <=:~~ ~ ~ B. =- 0 u en ~ t<_ Y R'_ ~if ~~ ~ ::i ~ ~ ~ -. - 2". n ;::l 0 ...~ ~ t:I" ..., (li :lO _, a ~~ ::; Q.; -. ... 0. c: Co E..ii C',' '", l:i~ 'i-) ~. ~.... ~u , ; {:j o ::J ." en J:1: (11 0' ... s:- o ~ ... r> ::J. .., '" t:l -l ;- :i 0- ~ 1-) :-u .....,(\ "t.,) Ci' 0'" a'='" ~u ~ "8 ;:l 'II (1) 'f ~ ~ lP -l ~ E> ~ .." 2: rg.. rl {j o ~ (i'" ::t .'!l @: .... 0- '-< 5 ('lI YAGG'( COLBY Assbc I ATES ...... .Co; " @ @l.~ ~ n i'!.-1 ~ Jl;1~ 9 8 ;:;l ga.~ ~ g,~bS<n -5g.CIl r:r :l: co;:~ !r n oog' ~ c' ~ f? ~ 8.. '" r:. ~ ~ e E :r n2~ v.> 6t (tr;OQ .g !2 f/: ~. g. ... ~ '2 '<~~ ~ 3. e; ?f ~ - ("> (!lVJ ::l 0 [ ::::: (1< a r'j 0 C" :.J'" ~ ;:> -:1 g Q!j!:. ;_. 2: 'ci 5 0 ...., 5 ...., ., - 0 ~ R~~~ ;; ~ c:l'"~. ... .., ~ Cl <> _. P- ~!lS c:>- ~ ggM' Q,_ll" S_ n '" cr Q 0. c.: E:. 0 S' j u. ...... ::. ;;:. ~ Cb ('>' S g Co co ~. ~ g n ,< ~ ~' .... g R ~ ~ o ~ ~ ~,~ ~ Q .... n ~ '" 0' =."l;l r:r &. h (>... g '<j '< :::. u.. Co ,;;:l :=. 0 a d Cb ~ ~. ~ ~ ~ 0 ~ ~ = ~ ~ i ~~: ~ ~ C'D="o S oa :'! 0 0.. -. 0' =-;]=- ri5 B 9':::; n~ ~ ~ II' ~ 8- e _. ~ ~:::r. - ~~ffi ~ g a~ ~...,t;... R.Q- ee;o '7:J 4: ~ .., ;J.... ". r- c: ('". 0' ~'. I'> r.:. j, "d i:! .... I.h~' ~l g ., ~O'"' ..-.. a '1:l ... p- g ('I (il 5' d ~. a' ~)> g R" a~'< :; ~ -d.~ ~ ~ ~ ~ ~~ ; ~ ~ ~.~ ~ ~ 1f ~l!\ ~ ~t ~ ~r ~ (\ ~} ~. ~~ ~ ~ o ::I. n ~ ;1 I::l ::I 0- n ... ...., fi ::; C<l ~ '"1"l S' ~ ;:a ~ g ~ (> :::l. .~ [ C'l 0. '- 5 I't - \ --.I I ~ ~ - - .Y J r;:c----...b. "- I . t-e ~ \ V\t.] \ ~r.t" \.t. l\. \~ (;i ~ t:1 ~ ~ ~, ~r 8 ~ 3~Cf n _.~ ::J ~~. ;;r~' Q: ~~ s:-f; o " t:l-' o ~ "" '" ~~ ;:.00"" .:...(") ~ $:0- ~ S ~[ (") ~. cr 0..: n . o ::r- ~ CI ~~ o ~ .... " ... '0 P. 9 ~ ('l1 ;:;. ~i.l ('l Q: ..... ....0 -:' -< g ;:; :;:, -, n: lIJ fs:-'i ::l (1) 5072885058 P,02 : ~.~ ~ ~ r~~~ "'.... ~....,- ::',_J:;O ~ ~ ~ .-- 0 t:l 6'- li" -l n ;:s:: r:r ~ f...l X g ~C" ~ e!!'- o~ :5'? g ~ .., ~~ ~;,.,o _ ~o.. 0::...,.. (. ;:l" l:!;.... r> ..... - '~8. ~ tvo I>> ='fi! S- o -' (II ::r - 0 ~ .- erG. " 'I dr.f> ~. So ~ 0 C<l::l ~ N~;:: 1rr> ~ N::; Ef 5 V'~ ~ Ii Q ~ ~ 2 ~ 0-. ~I~ ~:~.::! ~~ ~ ~ ~\. 8l QI,/ 2. ~..... ~ g. ~ ~, i::. 2: g: ~~. ~ ~ ~ 't6 ~ ~ (l po cr.' (1\ "0 \, r- r :::1 i"Ql:l ~. :::.0.' -- ... ~ (1)::;1.. ..:~ ~ o ~. '" ~ ~ c. ~ :'.!("~ r""'n~ :( :\ 5' ~ ~. 0 0 ~ 8 ~ ~ {<:s ~t::I; 0, >i ~tJ o -..J n '" l: - 1 n ~() ~ S' i" ;~ ~. :5- ~. ;... 0" ~ n Q,~,::=!!:.. .;r rg o ..... OC . ",1 S- P. ..........):=r> .L. ~ ;j\ Cl m ::r:: 0' ,:; 9 ::J :1. ,I ;;d _. C e:. := ,L Iii:r '-0 --j ell 0 ;:r '" ~ ("j 0, '" c....,.l'\, ~ ::;: i ~ m- ~ (; p ~. .... Q:) t:r' ~, ...: ~. ~ :=1. ~ '< C\ ~s-~d ::: ?-oC. it ::s ~ 0 C;-(", 8 :e ,-\(';:j,., cr r:~t2o~ 0. ~ ~ 0. i..) :;; ... f\\ ~. ~ ~) <:( r. .. ~. ~ v. 1; ~ g, 'j...P .t.... c:.. ~ '" ~ ~ 'or ~) _ i:ij' 0\ ~ ~ M: ~ g ("> ~ /~ 15 .,.. i (i.;;1 g- ~ ~ .J ~..2:o , (I) ("D ... 0- '. --~ <...:: -;..~ 'J) f \....~ ~"'~ ~ \:f' r. t (~ t 'J\~ t' rt\ 1: ~ (f\ 't, 1 f (h r~ N /~ -,~. ~t'; I~ ). 'f' ~ ~, I'"' ; ~' ~. / w . f'J JUL-13-2004 11:3C ......"~cr.ln::cC!l ~o. 2"'go 0- .. ~. 9 CIl 0' '" :s: (7(: '" -. " ,< (') '"d)>- (\ &~&~~~=~ rr (u . rM 0 ~ :"'I I , t::l' I n,-< . ::ltD ':f"1~"<~ln I ~Jg '" anE.. '" o<::~ n9 q- " '< '< CI:l, \J I>> con", r, g. ~ C bJ 0. ., 51- '"tl ~CP,<r;j" ~ - c ,< ~ -. > c Qc:~~ Q ::s 9; 0 rn en ii! VJ Q. g ~ -... ~ _. . ::I .- '" ~. ,. ~ ~ oJ" - ::s !' (') (") :- i~ -r- ~m !-.) ~ J.... 3 tr.o- 2 :0: (') J] ~ ? 5:l (')n e:. ...1 g :: Et, a, .1".1 o - ~ l-l ~- 3 ~ tr.~ ~e. ('> ~ n ~ c -=' Q~ ..... ("l 5 0 ("'" .. go B e- o '<: ::-';;-' ... >- ::t ll> (') ::r a ." ~ ~ ~ (') !'..l u g c. YAGGY COLBY ASSOCIATES~ ~1:tJ ~J~ >. ~ .., '.... ~ .D :I: ;~ ~ (\ o' 2"' ::I - "'\7 E:; S. ~ _. o ~ ;:: ~ o ., :3 !:\ 3 =- ~ r;. ;; ~ . 0.. Po ;1;::: ~i Vl ._~ ~~ ;;. ~. 2.0' ~ g /) 0 ;,.."'" g~ rr'" tb - 'T:l a ;..ll C\ fj';' ~ .... o 0 c:>- ~. ~ n '" ..., , . .... tJ E; (") o ::I (") ~ :1' '"d [ n Ci' ~ ~ H: a ('\ ~ ~ g. b -..; ~ ::r " .., d c ., ~ -< o' $ i n .., rJ c:>- .... o 0.. ~. .... :r n Cl o p [ n " ::: =; c.> (') o ... o p s U' 9 '" .... o ::J' .... o c:r \~ '0 d <: c.: (1) C. r:T '<: a g [ n o o q ~ ... 8" :" \f-- '(\ \1'\ () ~ S 8' 8 =:. o ;:l 0- a- (\I "0 (3 <: c.: tb C. r:T '< a g ~ E. s cr 9 r.: .... o ::J' 0' a- (\I "0 " C <: 0.: tb Co 0' '<: Cl g S '-' n o g ..... :.> ("l a " () c e. ...., '" (') (; " ~ ~ ::c (1) (1) <: 0' w ... ::: 8' 1!l (J\ g ~. Il'l ~."::l r;r- n~ _J ~ (\ ~ n ~..l b 0' -1 0- n '" w. o o <;I, ..., ~'- ==- ~ ~ .g:::- Cb", (> ~"':1l .... _. '"~ ::; - ::; ~ (... ~~ .ga ~ ~. [ j h) ~ !:Ie =:' c. :::;.~ =r ('b ...,.- ;;::ri (1\ . U IJ' n ;:; p;:J ... ~ C" ~ p: ~. (1) ;;I. - 1:3 = 0 ("l "0 '" ~..., I!:. ~~ ~~ ~ ~. ~ ~,~ ~ t>> 2i;O;. _ C. ~ - < c.~ rj ! 1~o i Og' :::::l. ~ <1> ::::l "::l Q.. ~o a- ~"3 '< ;) ~ ;:> ~ c. 0 ~s: ~ Fj c::: ~ :"':1 ~ 110 n ~ g 0.. i:j C>:> (') o ~ N '-', 1'-' !-) ~ "'tI ~ o' ::l'" e c. ~ ~ ~ a- n 'r.1 o <:: s: fl C. ~ o ..... ~ n ~ ,n cr: 0' 'r.1 ~, &. c: u. 2J ~ n C\I ~"'1 1: n ~ S, ~ :l ~ 8- o ..... !" o ] 25: 8- '';: 5072885058 P.03 ru r..... ? "'!j-'7 I>'=-l:i' (JCl '< . ~.'-J S' l-l C" 8~ ~::r: !: g. :l" (n ;.0 .... :::r no c ~ c::l ('t " So !:. fr ~ ''':: t; (Q .., (U ..c c [ o ::l ... ~ c. '" ~ 0:- ... ~ <II 0" - o '" "d 'fi. '<: c:' .., AUG 03 2004 14:26 FR 6516591379 TO 94505557 P.02/02 F'RPM : CCP SWTH LA<E UILL. PI-DlE/FAX PHONE NO. : 95244W~_. /J ./JALL-..L- ~7~tr j (Tri,' ~ I~ ~+.'~""; 2-' f~l / I J./u..fLA'N~ (?A~L /~rr .u.."V......... IS:4'7' ..r:Ii CI1..BV MIO;SA'11i& J~l. 31 2004 lB:03PM Pi ~J;:J"" - ~ wu ~. I I.., I .- SINI.... ~.1I:l .~ " '1'""""'.........\ ...; : f _'-' .....)f-... ~ (Yl t>. \ \ JIro.ieI'~ ~~. :: ~t.'" =;..:.. .... ..-e{_ _ n_ I- . -. SPBaAL stJtllC'EV'AL .1i61'1l<<1 AND ...,!ataN ..... ..4l11 ..r..... . .. · , U . ............ ~.............. ....,..:.,.,.... -.......c eoa (1) ::J.~':T.......IfIIiIl.............. = .... ~.,..~ . ..0.. _~................_.....at..-;-_.. .. .... 1('WA, _............if~J ~_.IL_ :......,.... , tIIot-..__-- ~ .... ..................... .. TA.~~ 1/1 . '.NfILll Vi _.....__"... ;6. iJktf- , ~ -- TDn:lL. -.12 .~ A.....__",....."" ...... '''' I "'-If 111I1 lfJ "",,, U,." h(ln;L~~ ** TDT~ PAGE,02 ** _ ~J~?/2~04 ~4:12 PAGE 01 FROM : CCP SOUTH Lt*E -JILL. FlHDNE/FFI>< PHOt'E ~iC. : 95244(3:3999 Ju1. 31 200 :.: 6Pl'\ F"l 4-trN':/rlA/IC (/. 2- f,4(/;EJ' ':T0I; tAl' ;l-1?t.~ ~ ~"P~f 651-222-1956 JUL.-'d.......,. "sa"/' ~... cr;a..1'f Ali\;XS':rlll Sl!r?~ ' ,rn an' cx, rnlaR 1Al'S 16_ Ur.QJ:.I.cu.- AVIKtIE u.. PlUDl.l~.~C. m SJ3'n SfSCI,AJ.. IP'.,", I. DIAL 'lS111lt't; MG IMarECTJOl'li scD!JU1,,& fID.leiIlNata; ~ la'll!. -m-- -.11......'-. T --- ~. L~_ ~ hIar ......... --.nUll:&-. ..............- ,~ Q6C1AL l't'IWCtUIVI.t t:!m'fO ~~i.SPlCtION =:1"""- '" L:""....... TI;i 1 __., -.....1 \i--' ::: \ ...,.....' ._- --. --- I ;'lil...i_ ji'Ii;iiit- .... --- ._.....WIIII~...-;:Cl'lll& ~~..r: Illot.. .2' 1" . (\) U.. ....,.,... ...... ,,1UfIId- ~...l!UIlldbI t;.g.... CI) _.....~,...ril1>>,.,....,...... ~ ,..........-.....;.=01rLIS)lJMQm . - - , ~ ........'. T ~ -_.- E--' :;: :fjS~~ ' .. · roiill__~~~ . Itll_~'~ . ...... _............. .ra..... 5'.__'~ ....,'...lJ... .It.'d - 'fA · T..-e ,......, . ,.P*i~ _...._~........._. -~ IIMIIIl ~FI.~ "" ."" '1" ""f'.~1' tt^,' ,-",,~,. .,,. . ..41 ~f"\ ., "'l.<"\i'I'='t~~nl 'l"I\l \1tJ. 07/15/2004 11 27 FAX 852 843 1181 CCP ~01)1/1)0;3 [CICIP] Commercial Construction Partners, Inc. Fax Transmittal Toe Robert Hutchins Prom: Russ Anderson FliiUC 952-447-4298 41-4.0/ ,S" Pages: 3 Phon8c Date: 7/1512004 R8c SOut/1 Lake Village Mall Renovation cc: o Urgent [J For Rtwl8W 0 PI.,._ Comn'MInt 0 Please Reply 0 Please Rocycle Robert. Please call me with any questions at 952-943-1211. Thanks, ~ 3948 WfYirt 50111 Street. Suite 211 . Edina, Minnesota 55424. Phone: 612-490-2798. Fax; 952-943-1181 .randerson@ccp.bz 07/15/2004 11 27 FAX 852 843 1181 CCP ~ 002/003 CCP COMMERCIAL CONSTRUCTION PARTNERS. INC. July 15, 2004 Mr. Robert Hutchins 16200 Eagle Creek Avenue S.E. Prior Lake, MN 55372-1714 RE: South Lake Village Below are Commercial Construction Partners, Inc. responses to items #24, #25 & #26 from your plan review letter dated June 21, 2004. #24 Scope of Work: 1) Demolition (Interior & Exterior) 2) HV AC 3) Electrical (Exclude Grocery Store) 4) Glazing 5) Exterior Framing 6) Stucco 7) Building (2) sets of Restrooms - All related Plumbing 8) Senrice Corridor 9) Structural Steel 10) Fire Protection Drawing 11) Drywall (Demising walls between spaces) 12) Shoring/ConcreteJFootings 13) Parking Lot Overlay 14) Paint (Interior & Exterior) The total value of the work related to my contract is $1,150,000.00. Attached is a list of the vendon we bave contracted with along with contact names and numbers. J(you need anything else, please call me at 952-943-1211. Si=4 /h~ Russ Anderson . 07/15/2004 1127 FAX 852 843 1181 CCP ~ 003/003 SOUTH LAKE VD..LAGE - MALL RENOV AnON VEND~R LI&T Julv 9 .2004 Trade Contractor Contact Phone # Superintendent CCP Russ Latterell 651-248--1823 Demolition Lloyd's Jeff Stocker 952.746-5832 Shoring Lloyd's Jeff Stocker 952-746-5832 Drywall Berg Dan Erickson 952-448-3130 D/F/H CDS Rick Wozniak 763-494-9533 Glass Midland Mark Torblaa 952-928- 7800 ConcreteJBlock Stellar Brad Streeter 952-808-9200 Structural Steel Sierra Mark Weinstein 651-423-4441 Parking Overlay Ceramic Tile Toilet Accessories Millwork Acoustic Ceiling Metro Darrin W. 612-221-9357 Wall Finish Schoenfelder 763-639-3364 Stucco Peterson Dan Erickson 952-448-3130 Exterior Framing Berg Dan Erickson 952-448-3130 Canopy Sierra Mark Weinstein 651-423-4441 Fire Protedion Escape Jason Gahm 651-771-8874 Plumbing Albers Steve Willems 651-265-0614 HVAC Air Corp. Jim Turpin 763-550-0707 Electrical City View Tony Slater 651-659-9496 Abatement Dennis Enviro. Rich Dennis 651-488-4835 Haz. Mat. Testing Environ. Testing Charles Gierke 651-208-2811 Earthwork Lloyd's JefY Stocker 952-746-5832 AUG-05-2004 THU 04:24 PM FAX NO. p, 01 WEI~ =,. Wenzel Engineering Inrorporated It'"' .....A_ 8- ., .....IIN SWI T.l 'n,....6fH F. ,.fUABl7 \5:(01 C1 Fax Tltl -.11I u--n-r F.... Jeff segar FIua 763-428-4754 P,,-: ~ Oncluding ~ ...... 783-428-2261 DIIlWI 81512004 ... - "I Jobla 042-021.22 cc: F.x: c u...... 0 Aa ........... C For Yew U.. 0....... CGInIMIIt C Caw....... Mike, Here is what I have for the Priordale job. I'll finish it up tomorroW and get you a signed copy. Jeff Segar l"a! t.B!;~a9B~!;G "OUl ~uJ~..u,2U3 ta%u.~ a1EO:.O .0 SO 'n~ _ AUG-05-2004 THU 04: 24 PM -..,.--.-' FAX NO. p, 02 ..r.. 'r'~"'P' .~ '-, . -, . . '.'", H' . . ...~. - -,. , EXI5T ~ . FT6 .. ~ .C) 6AAOE BEAM ~ In PIER ~ 5Gfm.Lf GJ ~~I'd ....:. -.........; ".-' ."-"DaDJ~~ .-'-"-'''' 'OUI 2u~~iaul'u3 t8zuaM dEO:~O ~o so 2n~ ~__AUG-05-2004 THU 04:24 PM I 1 \ . ..,' .\ . ... 1 ; \ .\ \ ..\ . ,\ ."\ \ , .... \ , .\ . " .. .'\ \ . ,\ ........\. . -. " . . ;.,' ,:"."'.'. \ . .' '" .,:.,.., ., .;..\ ..\ .....\ ....\ .\ d .., .. ....\ \ .\ ,,' . . ." .... . .. ........ II . .' ., . .... .:\ ... I - - .. ~-o .~r_ :..~ ~ nZ 6 ..@ Ul :J.\ \J FAX NO. ~ -l _--1 ~ ~ Q'I !J1~ ~~... i st. Us 9\ -0 ~~ w - U' rn U't; ~ ;e C'i- \It (j\ ~ (\ I ~ ~ rn ~;:; \.It - tJ ""1;: lSi::i C ~~ "1J - r ~~ "" OJ i~ 1)8 113 i' m91 ii! ....... p, 03 I, ", '".'\:.' ... ..',' ,t '", ',' .' .. . ~ ,. ... ." - .. . I. ., ' ~' .. ".- . .~\ . ; .' .' .' .:.... '. ,',I. ., " : ._ .-.." I -; -, ." ~ ' , ,": 'OUI 2u~-:J.ilu l2u3 t'azuaM-' CIIEO :~o .0 so 2ni;l IOC~AAA~C;R uu ~.illlQ-05-2004 THU 04: 24 PM FAX NO. p, 04 I \ . \ I I ~ COL. I 1 I I \ . I \ i \ ~ ~~ ~ N51 GOL Nf) NIGHOR BOLTS B'( ~ N~ I .fRO'II1'E 41 EEMfN TOP . i EXIST GMJ rw.l. MJ BEAM I I I I ~ T= $- t3 5im . e' Qt.. 3 .. t6 TOP . BOTT., "" ll.e1 Z' GIR PIER se PLAA tn~ . ! ~CTION . 51 ~: 5~' : "-0' " ','. ~ .... '".', , .... I'" ". ..' ~:': "j ... . . .,-d l.9S~B9B~~S .OUI 'ul~a.ui~u3 yazu." ~&D:90 ~o so 'nw MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT ON PLANS Plans and specifications on plumbing: South Lake Village Mall Renovation, 16760 Toronto Avenue, Prior Lake, Scott County, Minnesota, Plan No. 050049 OWNERSHIP: SUBMITTER(S): Albers Mechanical Contractors, 200 West Plato Boulevard, St. Paul, Minnesota 55107 Plans Dated: Date Received: August 2,2004, July 26, 2004, July 6, 2004 Date Reviewed: August 6, 2004 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. A set of the identified plans and specifications is being returned to Albers Mechanical Contractors. 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. REQUIREMENT(S): 1. Mr. Andy Gross with Albers Mechanical contractor has indicated that the maximum developed length of the water distribution system between the meter and the most remote outlet is 30 feet. Assuming a building water pressure at the meter between 46 and 60 psi, and using Minnesota Rules, part 4715.3800: a. The submitted drawings appear to indicate 71 cold water supply fixture units in the proposed work in Room Nos. 115 and 116. The existing branch which will serve these fixtures must be at least 11;4 inches in size and in no case smaller than will meet the above-referenced code section for all new and existing fixtures served. b. The cold water distribution branch serving the women's lavatories and the men's water closets must be at least I-inch in size up to the branch serving the second water closet. 2. Double wyes may not be used for drainage fittings in the horizontal position (see Minnesota Rules, part 4715.2420, subpart 3). Proper pipe slope cannot be maintained on both of the offset branches. JUL 04 2004 12:22PM HP LASERJET 3200 ,.,..3 ...." ("'-'-' ..~',.. ,.,X) ~~ iJ:::'" :~'.,' !. ~ ., '.... .\.).~ ' ~( .,., , m j' ~- - 8 ,. " ! (J) -I .... --. " - r.Il .- _ ll' ., ttl (j) (j' . 1J -0 , '0 'f~ ,~: . '\\'~.'" ::<~,:.A. ,'0'. ,,: ..:~, ..\ ,.... . V'. " i.'~ '~ /' I /. )<., .> ... .... \ " , , ., JUL 04 2004 12:23PM HP LASERJET 3200 p.4 cO'd . l~.: .~.I'}..\.. 'flt Cr- "Lil""'....H""'Pi'j II\f .. p' cW. _...u_...W~--':.J-..--=:J.,_.w..~ l....~_u.. ."". ..t.p - ......-...-. , ~. . - -~l.A\[S-.__.^rt.~:r--,;l'.'~._-Ji......spccl-.. : . ._.'__"_"'_ .......--.. ''"._ _ .__.t..~ ,.--_,._..__..___._.. .-.------.:..--..---.... . ,_.'^..._._......~.~_...~-,.....~".. '-'-- ,..~.~.__.._....._-_.,---- !;l'-I0" 11-l?1 !'a' -I. ~ .. ... ..1.. "1.'. . II.. .11 ......... .. .... .1.. i. ...... I' II ill ..,.... ....,i>,"'.,.....'I.,'L_....~,t l t 't~~'tP. .- ) - S N I r .~~ID~E~~~=.pt.Q&'- ~.~V S. . ~' l' 2' 4' ~' ....____.. u.___.~_.. _....v.. JUL 04 2004 12:24PM HP LASERJET 3200 p.5 'r- "\ f '/ ;,,.; ~:J A /. :...tz " .. ~ -\ , }O 10 In I i~ '10 l~ , .J ITI /Iz', , I (J1 I W ;1 Ql - _ m I'D - O. :0 j' ,0 , h.. ~ ;:...... ~fT1 , ' ;z ren I , r U':u 00' ~() rrl [Tl -I .:IJ JJ~ -;0 ~~ fl1;o ~O, I ., I , y, _,ol..1. JUL 04 2004 12:22PM HP LASERJET 3200 m ,r-'-:t;:' n" . --~. i~ I:. -'. ',~ ~~.,1~1!ffi_~L/.. v ;.::~ ......m..., i . /IJ" :t/"1" . .. !~ " =...... ~ . I] t. , >. I ~ ::g ~I - ~ - " . . ,~ . ':', . t(... ~ .. - .~ · Ah. '.' I '. :. ;0 I:; (J) '. .. ~. II .... . ... ~ ~~~ IV ~1\- \ tt 1 - el -, If' ':. I !~,. ., ! ('II; .... -, <-+ ~ ~.' · ,~tr~" ,::,-,J~- ':.i j!~ ~ 8 . '.U':, ~ ~ c:;.... - ~, .1.,/,'7.11. ~i to s ~ l V\ <.. r.; 1..... I: _. ". vol. ~ " .'; :~. -t:.. .. ......! " e: .'L I 1~ ~ iY~ : "",":':1. '.: .j ,; , ' . f1-' ~ I ~.... ~I. '. h . () -n ~ ~.~, .1' ~ "Il~,,",-::: .' .. I,",. . }!-L l . ~~i ~I, 80 ~ K 't'~~0 ~~:I ~ ~r- i I ~. .i' ") r jl"'\ "i;'''!. .J~T' [p '.. .~~ : . hi ~c~. ~G; >>li ~ . ~ ~ ~ ,~\~JT- . 9 . .. tn ~.~ l.oJ hf.l. H H.~. .......A,;lr\-I.....1 ;"~".: i.~.r r- " :z jt] .. , ~ IF ~'ll. Ir If" ,,,~ ~ I, . !.~ ....)~ . ~ ~ 0 - ;t 2 - "'.. ~lp.,.., , d. ,~ j ~Il ~ " E. I - ~. .,~ ~/ ~! !~1:'i 8 .,' ~ 0 1.. r'~ ~~: , : I , ~..ol m it.J.. ~.'. I~, ~ <11. ~. . ',.. ',In 1;:. I ~ , . ~l l . II :'i ~t. . _ d J.::r . : , " - .,; If:. .j:.::,: I !!h ~r ~~~I ,~: ~.~~ r .'., ~ill~ ':= 1; lJO,"-' .' ." lo... 0= ~~.'_ ... .'~. ....... ~' . , . J b I ~ ~ ~ , T ,...;J:..,~:J il!' IlIl . : ' tJ' ~ . . ==!:::7 ~ "'. ,I ~f,". ~.=;-' ~'.r.,E.,. :':~, :."., .t:1., 0: !A.. 1 a.. Fi. I P, jcl ""c;.;< !-1r1=' ~. ~ - 2i"'" .~'f~' .. /.. ~.":, f'll.!.f Ii 1}~ =~-;jU.,' ~: -1 , t ,'~l~ ~ , t'.... .. ~=y,f' :;. _ J .~ 1,2: E ~- 0: -i~~ ~- ~~Ndt &' N~41f ~ r'Jt. o;J "8.' 1'1' ;= ~. .. )" . ~ It P , jl J~" ~~t. r'I ~'.l: t...-V- -~v- .. ...,.~.~ Pi ' JIlt.. 2~l'. ~,l~~. ~ / . ~ ./ _w,,,~..'K' l~ _' 't ~'1~ It -" I-=--~ __, --~:lI?'Wrr 'J, ..J' ~~~~'T"""'.J,s:;al ~I II'!'J _ . "~Il ~~~~,.- 11)\"; "'T~ .....,... ~. .:.H .. ..t'. ..' , . .'; " !~ ..L p.2 ~ " ,,: AUG-16-2004 08:57 ALBERS MECHANICAL 6512241742 P.03 MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT ON PLANS Plans and specifications on plumbing: South Lake Village Mall Renovation, 16760 Toronto Avenue, Prior Lake, Scott County, Minnesota, Plan No. 050049 OWNERSHIP: SUBMITTER(S): Albers Mechanical Contractors, 200 West Plato Boulevard, St. Paul, Minnesota 55107 Plans Dated: Date Re<:eived: August 2, 2004, July 26, 2004, July 6, 2004 Date Reviewed: August 6, 2004 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 OT 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 ne<:essary 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. A set of the identified plans and specifications is being returned to Albers Mechanical Contractors. 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 inspe<:tion as outlined in Minnesota Rules, part 4715,2820, subpart 2, of the code. A manometer test, as spe<:ified in Minnesota Rules, part 4715.2820, subpmt 3. is required at the time of the finished plumbing inspection. It is the responsibility of the contractor/installer to notify the Minnesota Depanmem of Health when an installation for a state contract job, licensed facility, or project in an area where there is 00 local administrative authority is ready for an inspection and test. To schedule inspe<:tions, 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. REQUIREMENT(S): 1. Mr. Andy Gross with Albers Mechanical contractor has indicated that the maximum developed length of the water distribution system between the meter and the most remote outlet is 30 feet. Assuming a building water pressure at the meter between 46 and 60 psi, and using Minnesota Rules, part 4715.3800: a. The submitted drawings appear to indicate 71 cold water supply fixture units in the proposed work in Room Nos. 115 and 116. The existing branch which will serve these fixtures must be at least }lA inches in size and in no case smaller than will meet the above-referenced code section for all new and existing fixtures served. b. The cold water distribution branch serving the women's lavatories and the men's water closets must be at least I-inch in size up to the branch serving the second water closet 2. Double wyes may not be used for drainage fittings in the horizontal position (see Minnesota Rules, part 4715.2420, subpart 3). Proper pipe slope cannot be maintained on both of the offset branches. AUG-16-2004 08:57 ALBERS MECHANICAL 6512241742 P.04 South Lake Village Mall Renovation Plumbing Plan No. 050049 Page 2 August 6, 2004 3. A water heater with a tank capacity of 6 gallons or less may be concealed in a ceiling space provided the water heater has been set in an overflow pan. The overflow pan must be constructed of a corrosion resistant material, have side walls extending at least 4 inches upward, and have an outlet size that is not less than the size of the supply line to the water heater, The outlet must continue undiminished in size to a point-of-safe disposal below the ceiling area. Tools must not be required to gain access to the water heater (see Minnesota Rules, part 4715.2240). It is recommended that the relief valve discharge pipe be routed independently to a point-of-safe disposal below the ceiling. 4, Cleanouts shall be of the same nominal size as the pipes they serve up to 4 inches in size (see Minnesota Rules. part 4715.1000). A cleanout must be installed where there is an increase in pipe size. 5. The copper water distribution piping must meet ASTM Standard B 88 (see Minnesota Rules, part 4715.0520). 6. PVC plastic pipe used for the drain, waste, and vent system shall comply with ASTM Standard D 2665. D 2949 or F 891 (see Minnesota Rules, part 4715.0570 through pan 4715,0600). 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). 7. The plumbing system shall be tested in accordance with Minnesota Rules. part 4715.2820. 8, 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 remodeling of an existing building. The plumbing installation includes four restroorns and two electric water coolers. 2. This facility is served by existing 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. Approved: ?~ c::' cL Bradley C. Erickson Public Health Engineer Environmental Health Services Section P.O. Box 64975 St. Paul, Minnesota 55164-0975 651/215-0853 BCE:sas cc: Project Owner Albers Mechanical Contractors Mr. Robert Hutchins, Plumbing Inspector File /'. TOTAL P.04 Signature J;:J ..!itrucharal ~I;;nnectiansl Inc. 2717 Hwy 14 W suite K1B Rochester, MN 55901 (507) 529-5398 Structural Calculations Project Name: SOUTH LAKE VILLAGE Project Number: 1-003-00 I hereby Certify that this plan, specification, or report was prepared By me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Registration Number: 23146 Date: June 1, 2004 ..!;Iruclural !;;nneclians/ Inc. Project Name rkIORJ>A-uK-. (V\ 4'u... Subject Page _ of _ Project Number Name jy.S Date i/ z-'f I 0 i \:) \Z~\ b~ lof'..pS '?--no-t= \) L - I q ps~ "'6~r !1t0.SUl - z.\~ f5? \)~l ? fsf yot:'>! - .3 ~-t-. ~41( :;- p 14 c: [C. Il.l 1'1,-,\ - \\S-t'~j- IY\qc.. \ \ '5 f",f- S'f'tIN~ 3 3 ..5 p~~. ~ Lt t"-. '3 5' p ~f- S NOtA...) ~~ = ?f == O~1t..e Lt I Pj 1'~ :: 0.7 (I) (1)(t)lC))) r~~ 3~ p~~ ?~=-5V . I:::-I c..t= \\0 Ce:: /10 ...structural LDnnectians, Inc. G 12Dcf:.e'-( s ro~,tt \ N ~ f,-J 0"'- W4JJ,.,~ N k-X \ To S'}'T\ ~ ~ C9- D /"" ft--~\>'- (:>f'f\ L-~'S~Pr.J ~ ZSl @)-== ;'; 0 ~ ~S"~ rtt-I '" ~/ J ~\!J.WJ f'I1.t COL N~ ~l'Y\ f'..\~ F\G\ ?: +1L ~~ ~ ISDD~~ '(f ----.---. (O-'=-;'S: 'A \ ,/ ~ (jI) I ... FJ: S CA L.l.A;''1 ) ~ ..---,f' ~- .....,-~------' Project Name fKlo@~ fV1,<k;... Subject Page of Project Number - Name >pS Date 41.2..~ I.;>f (GRID 2) 1'\f.W 13 fArl'.. -- ~ i s .-t-G"" t w ~~ l~' w,,~ (20+ 12. sx:>s-).:: \ 140 1/~ WL-= (ZD+-ll'Sf;,~~ Il40plf ~ NfiW co LU ('\1\, ..J 101 f~ 19,45" +-~\'';)(II4-'c1. ~ 1>::;. + 7 k -Rlruclural I;;nneclians, Inc. Project Name tf2- Ij(Ij A-l,zt'i. f^A.u.. Subject Page of Project Number - I Name ~5 Date "I k.~ lo<;{ 1,..(1,'-'''\0<'_ WAA- Wu\c.f-M~-i, (Gf2(fl .3.~ fc.-X ~ So r 0./ - I fU(\'?1 z..~.,f~ ~ @)- G> ~ ,~""'-CD 6 / zs' H4 -t~;; Q) HI ~ /' \J. {' ;;1"" sP . ~ ~\)f~/ ~urC;j~ ~ @ flU, ~ - N W 12\ /" 17 (r\ f../:/ co-- @- Q. ~ Ntw CoL @ Sfr<<\\\. AS COl.-CD ~~ ffi (j) ~ r::o 4-1, z...l ~o" x \ Z " ( VJI ~- fi<7 €f} v.J{tY ~tw fl-4 c1) ~---____" r::: {Ji~{ i1"" ? Z, '( 5. '-0' \ >< \ L..-. /I )".' ( IJ-I)S-"\\5 ~A iMA-~ .,---- -.. N t.W ~tA-M 6) Wc= (IZIS + 10(t,~) Wo:: WL.:' I k\.( ~ t ~ \ to . '2-- ~----~ \ ~' W \faX' z..Co NW 'btA-M ~ sA<<\fL ~ W N fi,W co L U (V\ rJ (\) \ 1, , r ~ (r z \ ~(2-) t I' I l ~ 4\ ~ 2- \?; 1 \ N5fliVrtO J (/ ~SS5X~~1t6 \~ Project Name feZ \t::> tPA (,~ Subject Project Number Name J'fj ~AMl Page_ of_ Date 4f '-1 (o~ ...Rlruclural I;'nneclians, Inc. Lo A.D I ~ bl. 1)0 c~ ~.w ~ /' co\,. '" 12.0 ()F 6 I tDtJ2 RooF- 1'1.\ I2.L1_ #J ~ CD 6 .i )b I USIL S ~4 sP~5 /' @) ""D<'" ,,~ ~ ~ CDl- \:7 1 t ~'f- Q '\2OOf- f'ue.u N5 ~Of- D fell.. ~._._---~_._-~ (1\12 1')( 2'1~ ) .~ w) O~ R..\B D~ .~/ "--^,........-----------..--.. wo:: ((,t5X)S)~ 2'3Sf\f. u.JLc- U,..5}(:3f1) = ,2.38 fl ~ /..-------....... ." W \Z-K ~4 "\) ...!;Iruclural I;;'nneclians/ Inc. Project Name rlZ. IOc.2..OAvl7 (Y\A-1JL Subject Page _ of _ Project Number Name }f) Date t/?1/il f PDF~~ --_.__._---..~_.'" p ~ \0.'2. w =- (i;f:~ ~ =- 2.BD~( ~ ~- / wt Sx.4o ~01Jf'- 1U.tU N~ ~ ..,..--------.. ... S A<<\ Ii.. A-:3 Q..oDrRJ\e.U I\J 'S ~ tJ 'D \ r II,,' t'- ~ ~~ @:J \ '1\ I f ( ~ '-II W1l ~ I!J l ~ 5) (~:; ) = 2.00 f \t MI+-X. ~ ~~ 301 UJO=LUL.::: (5)(35) = 115" fit- Mi,j l'~S.lt \) ~ L .J;tructural I;';nneclians, Inc. Project Name Subject Project Number Name Page_ of_ Date L I f'-1 nus I N L.O P.D I N~ :D ';J~IL ....,.,...-----".,.,.~-..,...---.,.......-----...............~'_. -,,,,~,~,,,,;,"'_.'~-""-"-."''''''''''''''- E ~ ~.- -~~-t i.J W j)'-::: (5)('1;) ~ t..50(11~ r L~<- / .,~----- -.- '" WS>'-/O \ ...structural !;;nneclians, Inc. Project Name fe\ot~A-t): Subject Project Number Name -:s€J /V\A.u Page_ of_ / Date ~ iJ J., f W II\LPPiZ.-bl 'iQM '--o~ ------,.~..~..~~...,---.~~~.<_.._"...,-"'--- q 0 Mf>\-t eK? P {...o ()..J elSE (3 U \ u>"...u1 S\ VV\fUf-IW 'l:,t,.\\U'/~1, ?Q.pc-~ fs = 7L]: rs30 ^ =- r..o r ~ ( J \J fs ~ 0;' Milt- / ~ \.V IN.0 Bi~CiL ------~._._-"".._-- A t1..S 11 - 0- 7 c e.5 J:::> - .of. 0 ~ - 1'5-4- F - 8. B ~ - 10. '1 ~ -~. B SO M- r 0 N t"..1'(l;> ~ C~p'-'_~ wA-tL Ii-{ Te.Q./o Q.. 12.i -13.(.:, LvA1J- (,Nt) IZ,+ - /5-1 IU.)uf co~z..t 411 - 15.8 ..J;lruclural I;';nneclians, Inc. Lo 4A ~ "'- 1:oa ().~'0:I.A..s.___ -_.--.-....,---.._---~.- \ I +1\ II -:: t3- ~ - fa u ~ 1'M117,,( ~ Project Name Subject Project Number Name ~) f Q..( 1) e.oUfl m4A..L. Page_of_ I Date '?'/8/,; { (JJ1t\!P LoP?> = \ 1,;3 fS~ h-x ( A-L loAD == (~) ( ;,;) -=- 2.8Q p~ ( : (<0; ('315) : z.eo~\' - \ ~ \~ c.V'Y\ i.J w/lf-s- ~ 481(0.c ~i~ ~ 15?Jo pst (~~c..J~) 1':::. wo +- Z-~O +- C 4'?)65!n)::: \ 2-\3 ? [.\..- 12.\ 3 UJ~ /6Z>O 0;:. {J Jo y{ / "J ;/ z.1-Oll x.. t 2...'( ( ().Ilz - ~~ '- &/*-'( ( ~. ~ ) .-!;Iruclural !;;nneclians/ Inc. E".-A~ T 0..JA1L ~Ma" A-L --- . -' --....~--- @ //~.. ~ 1 / "'" r ~. "'~ l' .,". : :1 ~. ~ '/. j >1 , ) " .--------.-.,.--.--- "lr JL / 7 ~T fAST Project Name r a..JofJ>~ M A<<.. Subject Page _ of _ Project Number Name SR~ Date +(Dr(--1 l.D NJ 0 ~ wM-C \2.oof LL :3 5 l's<t- 'R vDf .DL 2..0.ps F- (uJJQP f1..Dof) Gf ~ Bfr\ CD tJ '" ~ ~ ~ 25' f \2\L CD @ (}) ===.:} 0 0 (J W1' = (r0(W) +&,SX3~ ~ .330,o~ ~ w/.,::. Ci:fJS). (Z'?X1~ ~ 000.plf- ~\f-\ SNOW \:>.Q..\f, ~. I {\~I i , L_ \\,:t-~..- .J lEIiW(\.Q.O \-\\ -;. I, ~ tf 'v'-/IN9W4tO ~d ~ (-4)(0115):: 3 H '=--WM~J\S '( ::: D. \ 3l j')) +- \ 4- :::- ~. '5 k-'~___\MI \ t> - ;',1).0) I I llj= 4h:f :0 (4)6)::. 12./ 7;: h d 't;:: '6 (w.?) = C; I. 5" .J;tructural I;;'nneclians/ Inc. \>~ @ ---- 15€-^~ Q) Project Name _1'\2 loi!J>A1A. Subject Project Number Name. '1fS S ~f\ ~ Ao.g 15 \(Y\ (0 ~ 1 ). \So? +- ? z.. \ u...JD:::" 33>opl~ WL~ '()Ofl~ ~ ~/w rixto M~ Page_of_ Date 4/ z~t1;) .f' ...Rlruclural LDnneclians, Inc. ProjectName TQlo.a.'i)~ jV],d..u.. Subject Page _ of _ Project Number Name j'fs Date +1?:tJ/~{ ,,^l ES\ W A-R OF 0) ,,'LiD;:) e.. C b Q...{ 0 G) \;>~ .Q @ 0- ~ P- o (0 1 wO)o ~ ~uS5 b~ (i) l ~ 22>' Wp = (?>?X:u) =- r;OD ~! +- UJL c:. C~ S')(Z-v) =- '100 f If lN5L::' .330pl~ (SN.ow) \ ~~ I 3,-:'f~ \.\+ ~\\s ./ r--~=.. I tv' t ~ u t ~Sv. ~~@ - b 6 2.-1 I '13 -( (N5f'fCno >...( C0~0 J;lruclural c;nneclians, Inc. II"'l.~t()e. t-UtvvL L\N~ -.-----.,.-.---.-" Project Name rr.z( ohPAtA: Subject Project Number Name Jf 5 o P ~N Il{tt ,4-, c... - l!. ...-".....~-,......._-~~_..~..--_. --- O's7f;:; ~ tt. \ D '7) b[..TW~ 6.e..tlb G ~ c. -----------~.........~=..._-...._.~-_._-....".. ...:."""'.,..... Wo ~ (3~() ~ ~ \21.; w\.. ~ (3SXrS) ;::1z..~5 t.Un ~l~(;r;) &.ID9J (~;Ay') iYlt4l. Page_of_ I Date -j/ /0/0 f We ~ (ZC)(\Z,SJ :. 2.SD pIt iNl.;=- (35)( \ &1'5) -= fSV f\f we x 116 ifl BorT fL ~- _."~ C, I~~I \ t t '113Q (0,01. (~-;~~ ''-~ f ~~ co<J ~ &1'/. ($ ~,...._--~~...... .J;lruclural I;'nneclians, Inc. Project Name Y<Z.I ~ e..o AuJ[ Ifl4-tJ\ Subject Page _ of _ Project Number Name Date \....\ f'..\ ~S f-o( c.o Q(..( 9ZJ e llJ~ GI2...\p i) ___~.~.,.__~c_.-_,~ ,_._____'_'~. .' " .-.~-.. bQ..\O ~ ~[ b R..l? 5" ~ 6e\p 1 5~~ 4S' GL1D 5 ~ 'b L ~I ~ w:; 0015)(35) =- 310 ~ l~ l' ~ L wBXIO ~ I-'--.-~1 CJ ,,' w = (, 0 . 5 t 11f3 S) ~ q b S' f l~ j) ~ L cV ----::. ..!;Iruclural I;;'nneclians/ Inc. Project Name _fl2. L;:Jf..S:> a.u J. Subject Project Number Name S'PI /V14.--~_ Page_ of_ Date 1- }~~ 10> ( , Ge..\o ~ wi f'.I.[)OW opt+.f t rJ. erS ~'r--'---' t 14' t IO~ WD= (lD)( 35) c 100 1lt WI.--=-- Ci1c1 sj;; 1 DO 7l r LT 4Au~~ sn ~OS ~ ~ 0 ~n or-.! () r-l CIY\ 1..\ ,t-~dF..~.-.'....... . ~.._--- . ~..- ! ~~ , '~/.' ;: i ~ ~:;. 10 f, c Q I Z. r:; ~_ ['12) ~ I ~ ~ ~;) vI} 1000D \~~ (12-)(lb) ::: 5~ p~J ( 18Bf.).) 1'1\ 14--!rt". Page_of_ .J;tructural I;;nnectiansl Inc. Project Name ?F...JuJ?.p4~ Subject Project Number Name 5~ fRON\" Ef...\ ~Nc.h... x: t\.Itl) US ~ '('(\ Q) ~ 30' , I Date ~tol v-l , ~ ?\,.-$(.u(JJ <l. 5 o~c, ~M~ J"--~--"~ "ZSI WD =- C3Sj5:jc. 115 fl~ = w\- ~. W \l.x 2:z.. UJ = (Sf..3'5):: 115 ~ \ ~ Y'r\ \.J. W (VIA,;: =- (\2 ( S) (35) c:. 44v f \+- (/~\~~-~ ''-''------_.--~ ...Glruclural I;;'nneclians/ Inc. t,'M @ ProjectName Th io~~ tV./'--I^- Subject Page _ of _ Project Number Name .3'P5 Date !>/3Io"( ,r------- D '2.5 I '3 \.. t 11 o . ~ ~ I)J (V\/PIX- -- 6'2 \ i:f.. -; 0 c:. 440 r It :::- l' + L J>~ ~W(N' :B/'I'i ~ * .5 f..lf-Poe;rs t:'x:\ S T (..M, U ~ J/ 2s '2...0 r WD.:" (?.s'fj~+(~)(8J):;' 5'JOf~ WI,.: (1.1;\l~ S);. 100 flt- .--~ ..- - --.--. " / \ ( W t2-k 2:Z. ) ~\,,~ ....!;Iruclural I;;nneclians, Inc. Project Name r~.Jil e..$A1...-f Subject Project Number Name '}'QS r~ Page_ of_ Date 5/IO)~,1 C~o01 \:)1t..'D\I.,:,~ ___~,n_'_____ - ,- - ~. ----r10------ '~\, -U~ -.. -'TI \ ~-_, *~_"H.'\_"_' i.- ---.-..- '" If. 7f -pf.S\~ fo..e. fu n.ciL5;' ~ 0 r-- '-Q p<!) c \..6 :.- (.. \ I ~ ~~ \J ~ '0 ==-20, S c B r ~ u>l..)_Jh~) =- (2... 3 p;:~ A- il ~ P 'P~ (t)(\SXI2St-/l~ = .fDbD i\:- /.- ~~ 109] :. X ~ '1 -t~ f'l\ -= C> C. \ X-=-1- ~oo 1i- FAX (6) - 405D(~) #- G ... Z-'l(){) Ay. fA :::. 40 5b 110- '{ IB'-- =-~(27~7;+- (4:09J')'2.1= 4570.:tL \i~')/"..-l 1 ~Z"~ ..J:lructural !;;nneclians, Inc. Project Name \,<2. 10 ePA-Ui. Subject Project Number Name .r?~ ("/~{ Page_ of_ Date .5) (0/ Q1' P L-A--rTt- 1::> F,:S I ......,.J ~ 1y :x [" II j-rx Go utv.? f c Mis YJ "2.,,,H ~~ 'W ~ -n=~...II13..( .: 01' f,-- ~ %- =: 2. ., 00 \ <> 2 kS.0 '- (Co'X.Q,3'~) - M::- 4D 9J ( ~) = '2. D 0 '3 ~ ,~ M F~y c. s o 11S-l~b) -:: ~Q~ (10 rJ5l ~ I.::> l.;:.;' 0./ S IN ------.------. (~X6X~ :) ',""._--~ -::. 410" t.. / 311 =- I, ~ ~ k.; ,,J \/,111 .,..~::=. o \~ ;"5(+) : J J -1/ z.. 1e-II.1. C VM( ry ,--- ~ (//./ \/41\ ~p \----/-1 '-...--- ..!;Iruclural c;nneclians/ Inc. T1-\-~ '\2.00 ~Sl b~ ..---.---'--- T= +~"7D #= Project Name ?('\o.~.frt..-1i Subject Project Number Name }P5 (Y'k/J-. Page_of_ Date :.;1 (.II vI F A -- "I '33 fU ~ 4'B70 6. ~::, C S9J) ::. C).. 1.. 51 _v_.....--'.-""'-- II ~J4 zf ~D ~ 'd:t\j ~.s 1>U\ es:,"'/ - (-.;-~ CA"'. 1,0;< ) 4,6'. - '-'~~ 'I II CI4- \1, 13 ..,- ~------..,. -_..,':,-.::...... ____,:J'_____"""'" ~_.._" ,- ~.~ .................... /'// Ll'Si 3/'Ot! l' U'h"\..'<- )' S/YV\ \ vM. . Td [j) wU '-, c.:o> N ~1t.c..nQ"-I \.~.,. ~ --~.,----------- ( .J;tructural c;nneclians, Inc. 1U()~ ~eh(Y\ \ "j '" w ~OT<~~_FJ 3D1 Project Name Subject Project Number Name ')Y') ?r2..l Jt-P fl-vf r11. 4-tt Page_of_ Date '3!(d /~:f . I w:: (llS')(2") -:: 2.';\' f\J..' //I~~~lK7-~ I I ( ./ C:r~:~~'~ )/I~'J Pao~L~ a/:::::- ~Llf TO ~ FAer rH-ft-r 1-1- -Fu III f2-~ rf!Yof- CVIl..(.., lTt"~ooo'\-r-5 f\+tr P-i'fv~-cn t::l-.$ ....Gtructural [;nneclians/ Inc. Project Name l'Rloi2.DA1..k. Subject Project Number Name JfS ({IPrA... Page_of_ I Date Sllol ::;1 f-I'. ~_y?O_ L..I N '-US . -,.. ~.___.,~c_._~..,.,.__~-_~..~ -,-~.,...---- -~.."- ,,~.. NON. ~ W~'A- A~N4 ~t:\~ 3 ~I~'- I J U r--l=-- .. - . t, o I '71 r ~ \. ~~ W"t'= (2. \ ~~ - S 8 i'l-t- w~~ (J\;') (~") c. 5 ~f\0 ---- --, ._-"-----.......----------- ~--- /' ( l'<2-0-..J \OE ~ X. '" ~ \/1- "DQ4 PL \ w! [z-) l/zl( ~ i 4" I-\wf '" ~------ '> 600.0 Fot? Au_ ofttJll'~((J U P TO \ f'( ! N lttJ6. TI+ ~2.llt- ~0J- ..Gtructural [;;nneclians, Inc. Project Name 1C,;;~C.M....1..L Subject Project Number Name ]P:' ~ /\ ,<l'!A- Page_of_ Date 'j;J'/~ h l 7'\2..0'-l1 Dfr CP L..'4tV\N.S AT jZ:.Nf.>$ of 16~ :.PA!J., '-\1\1 rFtS foo \I {\.\~_ \ Z' ~ "f ~X\Ai.. -::: \ 0 10C /~~ r \ / R,. :.i:....2..t-=.._..=n_~: ....=- " ~ " -- 411 l ~~rA<< 1 ()J \ i) N- ~::--~~~~ , // '--~~~- Ii\..- TDP cf- (aL \ N\O lXIS! ~ ~ -::0..._...--- ., ,_.....~" -"--:::--=::::=::::::::::: 1\ * ASSL.lyY\~ 24 W'DJZ COl'-t! F-~ \,o~ W\V- j)-\~~\'6~T6 AT -A 4~-o M b Llf Oow N. \\? ~ Fooh N<-t A- -:. (2-)(S,33)~ 10.61 t'fl for s ~ ~t;5 \ ~ 0,000' r , -;: q 31 IX"' (190 psi 10 I (,1 ft 1.- ITr J(JM..Jl.'" r/ ..!;tructural c;nnectiansl Inc. t:..)( I-V2..l D Q.... WAtA.,., L\ N \'iS0) --~-~...~------ .._"_.-.._.~,,._~ \ ~~\o 31 ..-- ~\ p.f...~-=_~_ ~I I Nfl.A-f'- g t \ ~~t~ ..~- \1 ,o" T _v '-. ~ ~~ \%I~ Project Name Subject Project Number Name yp5 J.) t tB' ~ 1,.0t:A.. 1 -1 Q 1 0..11 Ifb - u P((Jd"-VAU mAt\. Page_ of_ Date 5/Z 1/ dc( lJ DJON-B~ wau wr=(BO~SrX4)~"3't.a RooF p L~ C?-)( 3 5) ==- 70 LL =- (2-)(3 S ')'=.- 1 0 -ibOf\f I.:, I (z.n fU,. l~~~ w~:: (~d{2)+ (1.-;')(35;!: I035()l~ I}JJ (z,SI)(~S):: e7S p \~ ...!;Iruclural. c;nneclians, Inc. ~-:R\ o~ NfAz 6;2.\ 0 A Project Name 'V~\awML {Y\A'IA. Subject Page _ of _ Project Number Name ~ Date r;/~/}/ot b j ~ ZII_ca Il 1 2.. \. ~ 'l. CP lU ('1'\ ~ Su.P~oa...TI ~"" Co'-S cP "U.L:l .3 t ~= ~03S-fl'- vv(..,,- E>1S pi\.- :t. 1'==z\.s ,~ tt'Ss Sx.s)( \/+ \'Z.I o.')l cAf= 0 -4rl\h-~ .~ 112. +/- -Structural I;;nnectians, Inc. ~f?-l 0 ~ Bt-nu~ biZ-tP$ :3 4 -+ J ~ /1 ' =r.....- -.-.--=-.- -- - --- I.. ~u-W~ rbi.4(P 4 ~ q o /2..' o Project Name f~(DJ2j)AuL Subject Project Number Name nS MA<<.- Page_ of_ Date 512-'7/0+ ~ (NON 3~ UJA/L .PI..::: (rnX 4; ~.3 2D I (1- '?-ooF=- .D 1.,= ~ s).'Z-) c- 70 LL=- (-;sX~) ~ lO 4bOf I~ '8~ A'3 62J.D ';> ~--,----~"".~--'-'-' ~ytME. A-) M ruJ[ 8 -Structural I;;nnectians, Inc. Project Name Subject Project Number N ame:.:::l?)' f\?J 0 a.oM.;Jt,- IYi 41.,( Page_ of_ Date '5/21 !-of lbZ\.o ~J Ef;;rw~l 6 ~\ I) j 1 - IV 1- ~ I' J t 2.5 - 4- c,.?J E><2.<A S~I) 033Q ---- ~ 33fSv l \ '-) l \ i:) (~\CN - B~) UJ D -= 3'10 pit- W t.," 1Cf I f ~\>~::; \-g2>f5~ '7 3)~:J ~ ~'~~Q"~--) ",~,,---~,,-,- -Structural I;;nnectians, Inc. [~K{D A') ~TU.oS /0 - 1.3 Q Q \0,/_ ~" t l(o' A~ ~;; It:, DOD /9Jo , ',,- Project Name tt\DW~ fYl4U.- Subject Page _ of _ Project Number Name T?5 Date 5127/01 (B~ W4a) /JJ4)., 1;) L..- -= ( iti,. ') -= 3?<.l-( If ~-of- 9 ~t: (3 ~ 19) It: &,,'=' plr LL.... (3 S) (I ~ ~ ~fo5 !if ~._ ..."t"- ./ t-\ss ~x 5)( 1/4 co'- c2 fi~P S - \ 0 . '" 1 ft- / z. :: - I S,3~ of ~ -Structural I;;nnectians, Inc. ~~ \ 0 -..J-cl bfVrL(j~ b~"S h--,Awb _'~~.""_~._...~,,..,._.-,,",._.~__"""h_._,,,,_,, t } 'Y ?~ 4- ~ 2..2/-6' Project Name 1'-R I;:) ,es>~.h" Subject Project Number Namejtl5 ('f\ku..- Page_ of_ I Date :, /'21 ( cJ1 (NcN-B~) ~ OL l2-){5:j)):::'- 1b7!Lt- fLoof 0 L- C ~ t~?):: '7 0 pit \. "- (rz,,)(?:. ?) ~ '70 fl4 ()J16x31 -Structural I;;nnectians, Inc. Project Name ~Z.\ofbA-U r{\Art.1- Subject Page _ of _ Project Number Name Jf5 Date 57'21/=( ~ ~ \2oof \€'l-fl~,.._\ ~---- ... l' uev f\J,S f .\. ~ 1.' -1 D \ S o~ c S~(I...tt1 Wp:= (5"}.35) = 11Sf'~ lAJ L ;:: (:1) ( 3 "5) '=- 11 5 f'l t 1 N,~--Q.l~1L p~ (ro t2...l0 A. ~ UJ P ::- (t&)6?) -:;. ~D pit W l:: (Ib)()sj = jko I'lf GL~) 6 ~~I h t~ It.~ -Structural I;;nnectians/ Inc. Project Name T(\oe.DA-VL ~ Subject Page _ of _ Project Number Name ,'j'\>.) Date ;(21) Q "I l ~;-\>1~,"~ \~ rli...e-\ Oe e'2'~"", LG1!..lP A.4) \\' {p .1 ~ a Z,,2' t ~ '3> 't- J .6 vU p=!?W f l ~ W L = ~ (l+ y ~ z: C331~(I/)(35) c 2-D k r L =- (33'1 S)(ll)(.35);. wk \\ to W (vi, f\l ~ J - 6 Q)O AA' (f) <f(j) ?~ IZ,bIL c0)t D r;; 4s.c.,t -.. CAY.:: 'i31k ~. ( w.s<; bXSX I If ''--.._\ ~j~(O A. .---------- ..-------.. /'./ ~ . , .. ~'S t1'^"' fi A-S ~. tJ ~_/ -Structural I;;nnectiansi Inc. Project Name "Pt!:;) r2,f)~ Subject Project Number Name ~S \ N ~ f l \.. L. 4PJ--f>. -\ 1U ~_;~~~~~~___~~i~~o~~ ~RLD A.4 cf0 (~-?J /~~ Cl\ ~\.~ L k n.:::- \ 2-, b -/ \;; Ie,\" /1' A'v,-, Page_ of_ Date 5/::- \ 1')1 - 8,4 f-{ '-- A::- +.5.b_ -=- ;'014 ft7. It:? bl2-,~ 0 A @.reJ) :,0(0) ::: !~I'OCJI . c)~)\ . ~/-*: ~ (':\~ 80R~ I 1I 2.. - 0 'J.,. ,- ~--------......- -- / ~r_oIL~<<.. x: K2.-ll ~'n.. wI)., -t, /;A vv.-t-'1 :;, '~d ''S,,< A~ ZG', z,. - I tG ......--- '---- .... 3'-0" SQ X I~" \ I)J 1 '3 - ~5 i/). ,-vtt-"'C . -'-- D AMERICAN l ENGINEERING TESTING, INC. CONSULTANTS . GEOTECHNICAL . MATERIALS . ENVIRONMENTAL July 21,2004 Ankeny Builders 415 S Sailor Street Blue Earth, MN 56013 Attn: Mr. Robert Ankeny RE: Geotechnical Exploration and Review South Lake Village Addition State Highway 13 Prior Lake, Minnesota AET #08-05763 Dear Mr. Ankeny: This report presents the results of a subsurface exploration program and geotechnical engineering review for the South Lake Village Addition in Prior Lake, Minnesota. We are submitting five (5) copies of this report to you. The opinions expressed in this report are based upon the present conception of the proposed development and the data obtained from our subsurface exploration. Should there be any changes as the project develops, we request that we be notified so that these new conditions can be reviewed. Because of the preliminary nature of the project information available to us at this time, we request an opportunity to review the final building plans to judge the extent of additional exploration and testing that may be required to provide engineering recommendations with regard to final building locations and foundation designs. American Engineering Testing, Inc. appreciates this opportunity to serve you. As your project proceeds, we remain interested in providing additional consulting or testing services. If you have any questions about the report, or if we can provide additional services to you, I can be reached at (507) 387-2222. Very truly yours, American Engineering Testing, Inc. ~E~~ Michael R. Schmidt, PE Principal GAG/MRS/lh Phone: 507-387-2222 Fax: 507-387-6999 Email: mankato@amengtest.com Enclosures This document shall not be reproduced, except in full, without written approval of American Engineering Testing, Inc, 1730 First Avenue. Mankato, MN 56001 . 507-387-2222. Fax 507-387-6999 St Paul. Duluth. Marshall. Rochester. Wausau . Rapid City. Pierre. Sioux Falls AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER GEOTECHNICAL EXPLORATION AND REVIEW FOR SOUTH LAKE VILLAGE PRIOR LAKE, MINNESOTA AET #08-05763 CONTENTS Page SUMMARy.............................................................................................................................1 Purpose........................................................................................................................ ...... 1 Scope.. . ... ... .. . .. . .. .. . . . ... .. ... .. .. ... . ... .. .. .. .. .. ........ '" .. . . .. . .. ... .......... .. .. .. .. .. .. .. . . .. .. . .. . .... . . .. ....... .. .. .. 1 Findings...................................................................................................................... ....... 1 Recommendations............................................................................................................. 1 INTRODUCTION .................................................................................................................. 2 Scope of Services ....................... ......... .......................... ............................... ......... ....... ..... 3 PROJECT INFORMATION .................. ................. ....... ...... ............. ......... ..... ......... .... ........ 3 Foundation Design Assumptions...... ........................... ................ ............. ......... ............... 4 SITE CONDITIONS................ ..................................................... .............................. ........... 4 Surface Observations........................................................................................................ 4 Subsurface Soils/Geology........ .................. .............. .... ... ............ ............. ..... ..... .... ... ........ 4 Water I.evel Measurements............................................................................................... 5 GEOTECHNICAL CONSIDERATIONS ..... ............. ................................ ......... ................ 6 Review of Soil Properties ......... ........... ................ ............. ....... .................. .......... ............. 6 Discussion............. ............ ........... .... .................. ......... ...... ............. ............ ....... ................ 6 RECOMMENDATIONS.................... ....... ............................................................................ 7 Site Preparation.......... .............. ........................................ ............. .................................... 7 Foundations....................................... ..... .... ............ ................... .... ..................... ......... ...... 9 Floor Slabs.............. ...................... .............. ........... ............................. ................. ............. 9 Building Backfill............... ................................... ............. ................................................ 10 SidewalklExterior Building Backfilling............................... ............................................. 11 Exterior Site Drainage.. ............................. ........................................................................ 11 CONTENTS PAGE 2 Page CONSTRUCTION CONSIDERATIONS ................................... ............... .......... .......... ...... 11 Potential Difficulties....... .......................... ......... ..... ...................... ....... ............. ................ 11 Excavation Sidesloping........ ................... ................. ........ .................................... ............. 12 Observation and Testing............................................... ................ ....................... ............. 12 ADDITIONAL DESIGN CONSIDERATIONS .................................................................. 12 SUBSURFACE EXPLORATION... .......... ....................................... ........ .................... ........ 13 General....................................................................................................................... ....... 13 Drilling Methods............................................................................................................... 13 Boring Closure.................................................................................................................. 13 Sampling Methods ...... ................. ..... ................................. ..................... ....... .... ...... ......... 13 Field Samplingffesting Methods...... ............. ............. .......... .................. .......................... 14 Classification Methods............................................................. ................................... ...... 14 Water Level Measurements....... .............. ............................ ................ ...... ........................ 14 Sample Storage................................ ....... ............................ ........................................ ...... 15 Laboratory Testing............ .................... ............................................................... ............. 15 LIMITATIONS.......... ............................................................................................................ 15 STANDARD OF CARE ................ ........... .................. ................................ .......... ............ ...... 16 SIGNATURES ...............................................................................................................,........ 16 TABLE OF CONTENTS STANDARD DATA SHEETS Freezing Weather Effects on Building Construction Floor Slab MoistureNapor Protection APPENDIX Figures Soil Boring Logs Boring Log Notes Classification of Soils for Engineering Purposes General Terminology Notes for Soil Identification and Descriptions GEOTECHNICAL EXPLORATION AND REVIEW FOR SOUTH LAKE VILLAGE STATE HIGHWAY 13 PRIOR LAKE, MINNESOTA AET #08-05763 SUMMARY Purpose The purpose of our work on this project is to explore the subsurface conditions and provide geotechnical engineering recommendations to assist you and the project team in planning and constructing the project. Scope To accomplish the above purpose, you have authorized our firm to drill two (2) test borings at the site, conduct laboratory testing, and prepare this geotechnical engineering report. Findings The test borings indicate a general soil profile of a bituminous pavement underlain by fill with alluvial sands and silts at depth. No subsurface water was noted at the boring locations at the time that our fieldwork was performed. Variations in subsurface water levels should be expected seasonally, annually and from place to place. Recommendations These recommendations are condensed for your convenience. Study our entire report for detailed recommendations. South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 2 of 16 Based upon the results of the soil test borings, it is our opinion: · The proposed loading dock addition can be supported on conventional spread footings designed for an allowable soil contact pressure of 2500 psf after some soil correction. · The proposed on-grade floor slabs can be supported on the new engineered fill sequence developed from the suitable natural soils. · The soil correction should include removal of the existing fill deposits below the building area. Where new fill will be placed below the bottom of the proposed footing elevations, the excavations should be oversized 1: 1 below the edges of the footings and brought to design grade with compacted, engineered fill. · The floor slab can be supported on the engineered fill or on the natural sands present at the site. · Additional excavation of some of the natural soils may be required if soft soil conditions are encountered. · Any new fill placed below the foundations and on-grade floor slabs should be compacted to a minimum of 95% of standard Proctor density (ASTM:D698). · The below-grade walls should be designed for an equivalent fluid pressure of 45 pcf for a free-draining sand backfill when subsurface drainage is provided. INTRODUCTION This report presents the results of a subsurface exploration program and geotechnical engineering review for the Proposed South Lake Village Addition in Prior Lake, Minnesota. To protect you, AET, and the public, we authorize use of opinions and recommendations in this report only by you and your project team for this specific project. Contact us if other uses are intended. Even though this report is not intended to provide sufficient information to accurately determine quantities and locations of particular materials, we recommend that your potential contractors be advised of the report availability. South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 3 of 16 Scope of Services Our work on this project was authorized by you on June 30, 2004. A review of our agreed-upon scope of services is as follows: · Drill two (2) standard penetration test borings at the project site. · Perform a nominal laboratory testing program to aid in predicting soil properties. · Prepare an engineering report which includes logs of the test borings, presentation of the soil and ground water conditions, the laboratory test results and our geotechnical engineering opinions and recommendations regarding the following: · Grading procedures to prepare the building area for structural support; · Foundation types and depths, including allowable soil bearing capacity and estimates of foundation settlement; · Ground floor slab support; · Backfilling procedures, including material type and compaction requirements; · Recommendations regarding earthwork operations; · Comments on other items which may affect final performance or constructability, such as frost heave or drainage considerations; · Comments concerning the constructability of the recommended foundation type; · Quality control observations and testing. The scope of our work is intended for geostructural purposes only. This scope is not intended to explore for the presence or extent of environmental contamination at the site or to characterize the site relative to any other status such as wet land or historical significance. PROJECT INFORMATION We understand that you are planning to construct a cast-in-place concrete loading dock in the vicinity of the recently placed borings. Further, we understand that the proposed addition will be supported on conventional spread-footing foundations founded at sufficient depth for protection from frost penetration. The structure will be located as shown on the attached site sketch. South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 4 of 16 We do not have specific structural loading information. Based upon previous experience with similar construction materials, we would estimate moderately light to moderate loadings for a structure of this type. We assume that wall loadings will be less than 4 kips per lineal foot and. Additionally, we estimate that floor slab loadings will be less than 200 pounds per square foot. The presented project information represents our understanding of the proposed construction. This information is an integral part of our engineering review. It is important that you contact us if there are changes from that described so that we can evaluate whether modifications to our recommendations are appropriate. Foundation Design Assumptions Our spread foundation design assumptions include a minimum factor of safety of 3 with respect to a shear or base failure of the foundations. We assume the structure will be able to tolerate total settlements of up to 1", and differential settlements over a 3D' distance of up to W'. SITE CONDITIONS Surface Observations The existing South Lake Village is located on the southwest comer of State Highway 13 and Toronto A venue in Prior Lake, Minnesota. The proposed project site is located on the southwest comer of Priordale Mall. Nearby site features include commercial property in all directions. The general site topography is level. Based upon the assumed benchmark datum, the surface elevations at the boring locations were approximately 99'. Subsurface Soils/Geologv Logs of the test borings are included in the Appendix. The logs contain information concerning soil layering, soil classification, geologic description and moisture. Relative density or consistency is also noted, which is based on the standard penetration resistance (N-value). South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 5 of 16 The boring logs only indicate the subsurface conditions at the sampled locations and variations often occur between and beyond borings. Based on our interpretation of the available boring information, it is our judgement that the generalized soil profile at the project site consists of fill underlain by alluvial and till soils. The surficial fill layer was about 2' deep at the boring locations. The fill consisted mostly of dark brown, sand with silt. Underlying the surficial deposits, brown, sand, silty sand, clayey sand and sandy silt, alluvial deposits were encountered at the boring locations. Based upon the penetration resistance, N values, the consistency of the more cohesive portions varied from firm to stiff and the relative density of the more cohesionless portions varied from loose to medium dense. Sandy lean clay, glacial till was encountered at depth at soil boring location B-1. The consistency of this deposit was firm. Water Level Measurements The boreholes were probed for the presence of ground water, and water level measurements were taken. The measurements are recorded on the boring logs. A discussion of the water level measurement methods is presented in the SUBSURFACE EXPLORATION section of this report. Because of the pervious nature of most of the subsurface soils present at the site, it is our opinion that the static subsurface water levels at the site were below the depth of our borings at the time of our subsurface exploration. Ground water levels usually fluctuate. Fluctuations occur due to varying seasonal and yearly rainfall and snow melt, as well as other factors. South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 6 of 16 GEOTECHNICAL CONSIDERATIONS Review of Soil Properties The following geotechnical considerations are the basis for the recommendations presented later in this report. · Strength - The existing fill deposits were judged to have very low strengths. The natural alluvial soils and till were judged to have low to moderate strengths. · Compressibility - The existing fill deposits are also judged to be compressible under anticipated footing loadings. The alluvium and till present at the boring locations at depth would generally be fairly incompressible under the anticipated loadings. · Prost Susceptibility - It is our judgment that some of the near surface soils are at least moderately frost susceptible. If these soils remain in-place and are allowed to freeze, we anticipate heave may potentially be on the order of 1,4" to 3/8" for each foot of frost penetration within the soil, which could translate to I" to 2" of total movement. This could be exaggerated further if free water were available such that ice lensing could be formed. Movements of exterior sidewalks/slabs is especially important in building doorway areas. These exterior features should be designed to accommodate such frost movements, or the on-site soils should be subcut and replaced with low frost susceptible sands; subsurface drainage should be provided. The cleaner sands encountered at the boring locations would generally not be considered particularly frost susceptible. Discussion Spread footing foundations are generally the most economical type of foundation system. It is our judgement that a spread footing foundation system should be feasible for this project after a program of soil improvement. South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 7 of 16 The existing fill is not judged suitable for building or floor slab support. Excavation of this material from within the building area is necessary. Also, some of the soft, clayey soil may not be suitable and may also have to be partially replaced. RECOMMENDA TIONS Site Preparation Excavation To prepare the proposed building area for conventional spread footinglslab-on-grade construction, all of the existing fill deposits present should be removed from within the building area. Where new fill will be required below foundations, the excavations should be oversized laterally at the bottom so that the resultant fill system can provide support for the lateral loads exerted. Based on the conditions encountered, we recommend that the excavation bottom include a 1: 1 oversizing. That is, for each vertical foot of fill required below the foundation, the excavation should be oversized laterally beyond the foundation/footing that same distance. Any loose disturbed areas should be replaced with new fill. Any tile or utility lines present should be rerouted around the building area. The sands exposed at the bottom of the excavations should be surfaced compacted with several passes of a moderately heavy, vibratory compactor prior to placement of new fill or construction of building elements. If the exposed sands are saturated, they will be sensitive to disturbance and we do not suggest surface compaction. Portions of the newly proposed construction will be adjacent to the existing structure. Care will be required during the excavation process so that support for the existing structure is not reduced. South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 8 of 16 Because soil conditions can vary between boring locations, it is highly recommended that a geotechnical engineerltechnician observe the final excavation prior to new fill or footing placement. We recommend reviewing construction records for the adjacent construction for additional information regarding subsurface water conditions which may be present at the project site. Filling Fill required to attain grade for foundations and floor slabs should be uniformly compacted in thin lifts. We recommend the following density levels for various structural areas: . Below Footings 2500 psf - 95% · Floor Slab Areas only - 95% · Pavements and sidewalks (upper 3') - 100% · Pavements and sidewalks (below 3') - 95% All percentages expressed as minimums of standard Proctor density, ASTM:D698. For fill within 4' of unheated footings or floor slabs, which are above frost depth, we recommend using a granular material with a maximum size of 2" and less than 40% passing the #40 sieve and 5% passing the #200 sieve.) For a sand fill, we recommend a maximum lift thicknesses on the order of I'. We recommend compacting with a moderately heavy, vibratory compactor. South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 9 of 16 Foundations After preparing the site as previously recommended, it is our judgment that the structure can be supported on a conventional spread footing foundation. We recommend that perimeter foundations for heated building spaces be placed such that the bottom is a minimum of 42" below final exterior grade. We recommend exterior foundations not bordering heated building space be extended to a minimum of 60" below exterior grade. Based on the soil conditions encountered at the borings and on the minimum fill compaction level recommended, it is our opinion that the foundations can be designed based on a maximum allowable soil contact pressure of 2500 psf. It is our judgment that this design will include a factor of safety of about 3 or greater against shear or base failure. It is our judgment that total building settlement could be about I" and differential settlement could be on the order of \;2". In-place soil conditions different from those depicted at the boring locations could increase the magnitude of expected settlement. Spread footings should be proportioned such that a minimum 2' x 2' area is provided for pad footings and a minimum 2' width is provided for strip footings. Floor Slabs (On-Grade) We recommend providing a 4" to 6" thick continuous sand cushion layer directly below the floor slab to prevent: capillary moisture rise to the slab. This free-draining granular fill should contain less than 5% by weight passing the #200 sieve, and less than 40% passing the #40 sieve. This refers to sands which have the SP or SW designation, and which are mostly medium grained. South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 10 of 16 If moisture sensitive floor coverage are planned, we recommend the use of a polyethylene vapor membrane to reduce vapor transmission. From a slab curling standpoint, it would be preferable to place the vapor membrane below the sand cushion. However, we caution that membrane placement below the cushion could pose constructability difficulties. The use of a 6" cushion thickness rather than 4" can improve surface stability during construction. Also, it is preferred that the slab area not be exposed to rain or other means of water infiltration at the time the cushion is exposed due to water trapping in the sand above the membrane. Buildin2 Backfillin2 Our recommendations for backfilling the structure appears on two standard data sheets which we have attached to this report. These sheets are entitled: . "Freezing Weather Effects on Building Construction" "Floor Slab Moisture/Vapor Protection" . These sheets present information on preferred soil types, frost considerations, drainage and lateral pressures. The footings should be backfilled to the top of the footing as soon as the concrete forms are removed to protect the underlying supporting soils from erosion and disturbance during foundation wall construction. South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 11 of 16 Sidewalk/Exterior Building Backfilling Soils placed below exterior sidewalks and driveways should be compacted to a minimum of 95% of standard Proctor density. Other recommendations relative to backfilling the structures and placing fill below exterior slabs are outlined on the standard recommendations sheet entitled "Freezing Weather Effects on Building Construction" which is provided at the end of this report. This sheet presents information on preferred soil types, frost considerations, drainage and lateral pressures. Exterior Site Drainage As infiltration of ground water to the sub grade soils can result in increased frost heaving and sub grade weakening problems, proper site drainage is important. The pavements and sidewalks should be properly sloped and maintained to allow runoff of surface water. Subsurface drainage is also important for long-term pavement/exterior slab performance. If granular materials more pervious than the on-site soils are used within the upper portion of the subgrade, you should consider methods of providing subsurface drainage such that water cannot buildup within the granular soils above the poorer draining soils. This can be handled by strategically placing draintile lines or french drains which can then be directed to outfall areas or storm utilities. Where sand fill is to be placed over clays near the surface, we recommend sloping or shaping the clays towards areas where they can drain. CONSTRUCTION CONSIDERATIONS Potential Difficulties Disturbance of Soils Although many of the on-site soils appear suitable, they can become disturbed under repeated construction traffic, especially if ground water is available. If soils become disturbed, they should be subcut to the underlying undisturbed soils. South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 12 of 16 Cobbles and Boulders The soils which are present at this site can include cobbles and boulders. This may make excavating procedures somewhat more difficult than normal if they are encountered. Also, if cobbles or boulders are encountered at footing grade, it may be necessary to remove these oversized particles and replace them with compacted fill to allow full footing placement. Excavation Sideslopin2: If unretained, the excavation should maintain sideslopes in accordance with OSHA 29 CFR, Part 1926, Subpart P, "Excavation and Trenches." Even with the required OSHA sloping, ground water seepage can induce sideslope raveling or running which would require maintenance. Observation and Testing The construction plans and specifications should be reviewed by our firm to judge the applicability of the recommendations presented in this report. The recommendations in this report are based on the subsurface conditions found at our test boring locations. Since the soil conditions can be expected to vary away from the soil boring locations, we recommend on-site observation by a geotechnical engineer/technician during construction to review these potential changes. Soil compaction testing should be performed on new fill placed in order to judge that project specifications for compaction have been satisfied. Where fill material type is important, sieve analysis tests should be performed to judge whether the actual fill meets the recommended gradation criteria. ADDITIONAL DESIGN CONSIDERATIONS Portions of the proposed construction will be in areas of previous construction. Care will be required to insure that all previous building materials and utilities and related "old" fill IS removed prior to starting the new construction. South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 13 of 16 Design should allow for the expected differential movement between the existing and newly proposed construction. SUBSURFACE EXPLORATION General The subsurface exploration program included drilling two (2) standard penetration test borings at the project site. These borings were drilled at the site on July 13, 2004. The approximate locations of the borings are shown on the attached site sketch. The surface elevations at the test boring locations were estimated based upon the benchmark elevation of 100.0' assumed at the top of the existing finished floor. Drilling Methods The standard penetration test borings were drilled using hollow-stem augers. Boring Closure Bore holes were backfilled with on-site materials, bentonite pellets or grouted with neat cement. Some settlement may occur; final closure of the holes is the responsibility of the client. Sampling Methods Split-Spoon Samples (SS) Standard penetration (split-spoon) samples were collected in general accordance with ASTM:DI586,. This method consists of driving a 2" a.D. split-barrel sampler into the in-situ soil with a 140-pound hammer dropped from a height of 30". The sampler is driven a total of 18" into the soil. After an initial set of 6", the number of hammer blows to drive the sampler the final 12" is known as the standard penetration resistance or N-value. South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 14 of 16 Sampling Limitations Unless actually observed in a sample contacts between soil layers are estimated based on the spacing of samples and the action of drilling tools. Cobbles, boulders, and other large objects generally cannot be recovered from test borings, and they may be present in the ground even if they are not noted on the boring logs. Field Samoling/Testing Methods The field sampling methods for the borings are described on the included data sheet. Classification Methods Soil classifications shown on the boring logs are based on the Unified Soil Classification (USC) system. The USC system is described in ASTM:D2487 and D2488. Where laboratory classification tests (sieve analysis or Atterberg Limits) have been performed, classifications per ASTM:D2487 are possible. Otherwise, soil classifications shown on the boring logs are visual- manual judgements. We have attached charts (Appendix) illustrating the USC system, the descriptive terminology, and the symbols used on the boring logs. Water Level Measurements The ground water level measurements are shown at the bottom of the boring logs. The following information appears under "Water Level Measurements" on the logs: · Date and Time of measurement · Sampled Depth: lowest depth of soil sampling at the time of measurement · Casing Depth: depth to bottom of casing or hollow-stem auger at time of measurement · Cave-in Depth: depth at which measuring tape stops in the borehole · Water Level: depth in the borehole where free water is encountered · Drilling Fluid Level: same as Water Level, except that the liquid in the borehole is drilling fluid South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 15 of 16 The true location of the water table at the boring locations may be different than the water levels measured in the boreholes. This is possible because there are several factors that can affect the water level measurements in the borehole. Some of these factors include: permeability of each soil layer in profile, presence of perched water, amount of time between water level readings, presence of drilling fluid, weather conditions, and use of borehole casing. Sample Storage We will retain representative samples of the soils recovered from the borings for a period of 30 days. The samples will then be discarded unless you notify us otherwise. Laboratorv Testing Since the natural soils present at the site were predominately sands, no laboratory strength analyses were performed. Our analysis is based on the "N" values detennined in the field at the boring locations. LIMITATIONS The data derived through this sampling and observation program have been used to develop our opinions about the subsurface conditions at your site. However, because no exploration program can reveal totally what is in the subsurface, conditions between borings and between samples and at other times, may differ from conditions described in this report. The exploration we conducted identified subsurface conditions only at those points where we took samples or observed ground water conditions. Depending on the sampling methods and sampling frequency, every soil layer may not be observed, and some materials or layers which are present in the ground may not be noted on the boring logs. If conditions encountered during construction differ from those indicated by our borings, it may be necessary to alter our conclusions and recommendations, or to modify construction procedures, and the cost of construction may be affected. The extent and detail of information about the subsurface condition is directly related to the scope of the exploration. It should be understood, therefore, that more information may be obtained by means of additional exploration. South Lake Village Prior Lake, Minnesota AET #08-05763 - Page 16 of 16 STANDARD OF CARE Our services for your project have been conducted to those standards considered normal for services of this type at this time and location. Other than this, no warranty, either expressed or implied, is intended. SIGNATURES Report Prepared by: American Engineering Testing, Inc. Report Reviewed by: American Engineering Testing, Inc. ~7\ yer, EIT m:...t.-l f- S ~J..J Michael R. Schmidt, PE Principal MN Reg. No. 14443 FREEZING WEATHER EFFECTS ON BUILDING CONSTRUCTION GENERAL Because water expands upon freezing and soils contain water, soils which are allowed to freeze will heave and lose density. Upon thawing, these soils will not regain their original strength and density. The extent of heave and density/ strength loss depends on the soil type and moisture condition. Heave is greater in soils with higher percentages of fines (silts/clays). High silt content soils are most susceptible, due to their high capillary rise potential which can create ice lenses. Fine grained soils generally heave about 1/4" to 3/8" for each foot of frost penetration. This can translate to 1" to 2" of total frost heave. This total amount can be significantly greater if ice lensing occurs. DESIGN CONSIDERATIONS Clayey and silty soils can be used as perimeter backfill, although the effect of their poor drainage and frost properties should be considered. Basement areas will have special drainage and lateral load requirements which are not discussed here. Frost heave may be critical in doorway areas. Stoops or sidewalks adjacent to doorways could be designed as structural slabs supported on frost footings with void spaces below. With this design, movements may then occur between the structural slab and the adjacent on-grade slabs. Non-frost susceptible sands (with less than 12% passing a #200 sieve) can be used below such areas. Depending on the function of surrounding areas, the sand layer may need a thickness transition away from the area where movement is critical. With sand placement over slower draining soils, subsurface drainage would be needed for the sand layer. High density extruded insulation could be used within the sand to reduce frost penetration, thereby reducing the sand thickness needed. We caution that insulation placed near the surface can increase the potential for ice glazing of the surface. The possible effects of adfreezing should be considered if clayey or silty soils are used as backfill. Adfreezing occurs when backfill adheres to rough surfaced foundation walls and lifts the wall as it freezes and heaves. This occurrence is most common with masonry block walls, unheated or poorly heated building situations and clay backfill. The potential is also increased where backfill soils are poorly compacted and become saturated. The risk of ad freezing can be decreased by placing a low friction separating layer between the wall and backfill. Adfreezing can occur on exterior piers (such as deck, fence or other similar pier footings), even if a smooth surface is provided. This is more likely in poor drainage situations where soils become saturated. Additional footing embedment and/or widened footings below the frost zones (which includes tensile reinforcement) can be used to resist uplift forces. Specific designs would require individual analysis. CONSTRUCTION CONSIDERATIONS Foundations, slabs and other improvements which may be affected by frost movements should be insulated from frost penetration during freezing weather. If filling takes place during freezing weather, all frozen soils, snow and ice should be stripped from areas to be filled prior to new fill placement. The new fill should not be allowed to freeze during transit, placement or compaction. This should be considered in the project scheduling, budgeting and quantity estimating. It is usually beneficial to perform cold weather earthwork operations in small areas where grade can be attained quickly rather than working larger areas where a greater amount of frost stripping may be needed. If slab subgrade areas freeze, we recommend the sub grade be thawed prior to floor slab placement. The frost action may also require reworking and recompaction of the thawed sub grade. OlREP015(2/01) AMERICAN ENGINEERING TESTING, INC. FLOOR SLAB MOISTUREN APOR PROTECTION Floorslab design relative to moisture/vapor protection should consider the type and location oftwo elements, a granular layer and a vapor membrane (vapor retarder, water resistant barrier or vapor barrier). In the following sections, the pros and cons of the possible options regarding these elements will be presented, such that you and your specifier can make an engineering decision based on the benefits and costs of the choices. GRANULAR LAYER In American Concrete Institute (ACI) 302.1-96, a "base material" is recommended, rather than the conventional cleaner "sand cushion" material. The manual maintains that clean sand (common "cushion" sand) is difficult to compact and maintain until concrete placement is complete. ACI recommends a clean, fine graded material (with at least 10% to 30% of particles passing a # 1 00 sieve) which is not contaminated with clay, silt or organic material. We refer you to ACI 302.1- 96 for additional details regarding the requirements for the base material. In cases where potential static water levels or significant perched water sources appear near or above the floor slab, an underfloor drainage system may be needed wherein a draintile system is placed within a thicker clean sand or gravel layer. Such a system should be properly engineered depending on subgrade soil types and rate/head of water inflow. VAPOR MEMBRANE The need for a vapor membrane depends on whether the floor slab will have a vapor sensitive covering, will have vapor sensitive items stored on the slab, or if the space above the slab will be a humidity controlled area. If the project does not have this vapor sensitivity or moisture control need, placement of a vapor membrane may not be necessary. Your decision will then relate to whether to use the ACI base material or a conventional sand cushion layer. However, if any of the above sensitivity issues apply, placement ofa vapor membrane is recommended. Some floor covering systems (adhesives and flooring materials) require a vapor membrane to maintain a specified maximum slab moisture content as a condition of their warranty. VAPOR MEMBRANFJGRANULAR LAYER PLACEMENT A number of issues should be considered when deciding whether to place the vapor membrane above or below the granular layer. The benefits of placing the slab on a granular layer, with the vapor membrane placed below the granular layer, include reduction of the following: Slab curling during the curing and drying process. Time of bleeding, which allows for quicker finishing. Vapor membrane puncturing. Surface blistering or delamination caused by an extended bleeding period. Cracking caused by plastic or drying shrinkage. The benefits of placing the vapor membrane over the granular layer include the following: The moisture emission rate is achieved faster. Eliminates a potential water reservoir within the granular layer above the membrane. Provides a "slip surface", thereby reducing slab restraint and the associated random cracking. If a membrane is to be used in conjunction with a granular layer, the approach recommended depends on slab usage and the construction schedule. The vapor membrane should be placed above the granular layer when: Vapor sensitive floor covering systems are used or vapor sensitive items will be directly placed on the slab. The area will be humidity controlled, but the slab will be placed before the building is enclosed and sealed from ram. Required by a floor covering manufacturer's system warranty. The vapor membrane should be placed below the granular layer when: Used in humidity controlled areas (without vapor sensitive coverings/stored items), with the roof membrane in place, and the building enclosed to the point where precipitation will not intrude into the slab area. Consideration should be given to slight sloping of the membrane to edges where draintile or other disposal methods can alleviate potential water sources, such as pipe or roofleaks, foundation wall damp proofing failure, fire sprinkler system activation, etc. There may be cases where membrane placement may have a detrimental effect on the subgrade support system (e.g., expansive soils). In these cases, your decision will need to weigh the cost of sub grade options and the performance risks. o I REPO 13(2/0 I) AMERICAN ENGINEERING TESTING, INC. "~ k/' ~W -..:: " , ,'" i lakefroniPark ,'~": W q, .i", ,~o(\ / ' ~ lJJ ~ .' ..'~L;;' -'/)"',L:-.;o i}0> ,/,,/ '0- ..,-(1) . T~, ~ . __, '~J' W;'4~~~;€~'m__,,_ ti~s,.i~~":~~_:=:"__', ,//' i~:: -'::l . be-Ave sE (/)- -.----, 21 r',_ ; i ' : i.,-J / ,it;:: -'-P!'- II fl~~~J [~~_~~:~~~~~1F:d~-i~!~~1~Q{_ ~ : f---'--'--" ~------l ,:=-'::: -Eleasant.::sf~J l '-"-f211'" , " f ., /l---->i:, i / ~ II / ~.'-.~(._ \,'.. n .', '.,.,..,... i cares -SLSE-.---~ L.)m l -~~. ., ''''''"_::;'-:''='1 CJ fJ . I~;~--~ c ~ // =',,,, 'I ( -:oc~:.~~,--:., \, \ \, i r,---J \ i-:::-=P1lOl:WO~E::.-tf 1/" / f\ ..:J~ ~ I (r-'~---~\ \, '" \ ( i ,I j 1 ! /:/ Ii \~~$~ 'I I 'ii ''L '" "-:::'/ ! ,I i I // _..11 r'i~l\irSt-$l'J'- ~ rl:) ,,/1rmail~:sF.= /~~/<~ll:-\ \m:__j 0- 1'1 BrOOkS~~~Hill. ! j II ,''/ i/ // 'll ,,---~,.,,,- I.. .i.",,-S I I l,.. ,/ ,/ /~ I 11iubif.< ,<' l cr I I ! ../>/ fJ/ .".,....--/..tl ' ,.Ii i I (!" -,,:::.:::'.1/' ~< II j ~ ',< '1. I .-""" ~ /r" I I ~~~A~' -~ j , f - . ~, I .', \, ; ,/ ''1"3}"..-. '.-..'/ I ..".';!Q( -._.~~ ',-::) r J-~:'T! ~! I. ~>'~~\\ f?1 c..-:::::>j l..(:.._,<:',/,~_::::::~.:--..,~.. r i'~ , i J. [:, -- - (' , '~ "., i (',,/ ~1:.'. I <:~.>......----~ -...<-, .' ,T" ,_.~--<::::=::'1' .....----~ :-:;::------" I\\,! \ I iDl 1/ /' ,I I," ~..:>::~.....,. ,,/ i ) i /,,',, ,. '.' ..-- .-- l>~.- -"" , , , " tI!l ' , I ' (~ / i ! I If { (1 / ~:>_/ ~:~._--.-....... ij i; \ \" A rn i i J Ii (,-\>.. ,/ i i _~';1.%..~.}--'1i.-$ ___-' _~o.-- , .,i ". "..'. I "'0 I~ "i '. __=_J,,':';, <-_, I., 1''''- ~~ <- _",,,"''-\vwuuu,-.g-l.-- /"" /" &- ,- '-0 ..tkC:t ii" '- '\'" (;:::,:::c>- ~c::::;::::~ #.fj ['--:=;:=c~ ""...,~~_:::=:~c; .__i: Lc _..:; \, --.J ~12 -', _"..</'-:+lOttcSt-c>\lI-r:-~'--"._j l\.\ '---li ~~ /" ~H-__._. ,I \ \ ;.~~...J 1'7{)~~t~E=::: / . ,1/ ru(I;~;~\ f I 8~\~~ \ It /l .or.'.} -all " \...~.:> <./ r, - t:!'" \ ,.--'" " ,.' r' /--- "L 1\ f; W ... \, /,i r I ~, L,'., ( " ! ,I HI 'I " ,---1 L._ I ; ~ , , ' '-r Ir<::=>-..-J ,I ~. ' -----.\ ~'''''\ ll~.... ---'1 " [I I<'.'\,..~..~" I" .""Oii,j.~~ 1"., ::___ I ~~~~}I r' ..,.... II <~::-.. ' I, AET Job No. 08-05763 I) - Project: Village Market Prior Lake, MN Subject: Site Location Scale: NTS Drawn By: GG Checked By: MS Date: July 20, 2004 Figure: 1 A!\IERICAN ENGINEERING TESTING, INC. . -144: r'''. / / I! .' , ....,r-'.'_..... .- . . J i( , I \ \ \ i, \~. r'/'" ~?i, . \' il ~'--1':< \\ II ' , , " , \ \ } \', ..1"...' \, ., ,f:!,".;1 "" ~\.- ~./~~ '- "..' ," >p /0 /~ '::j;.~ ''-,j I lO'.lj~ I I FACE OF 01U I €D I) AMERICAN l ENGINEERING TESTING, INC. - 0-I 22'.10 112' I' I i I o I 1------7----------- I I , I I I Soil Boring 110 I II II I I LOADING "~" .., ,"'- . IIe>0BI \\' "'" J,~!~ :-., 120 I -1 -----~-7-------- ~ I 44'.0' 23'.10' 31'.2' Project: Village Market Prior Lake, MN Subject: Boring Locations Scale: NTS Drawn By: GG AET Job No. 08-05763 Date: July 20, 2004 Checked By: MS Figure: 2 I] AMERICAN ENGINEERING TESTING, INC. SUBSURFACE BORING LOG AET JOB NO: PROJECT: 08-05763 LOG OF BORING NO. South Lake Villa2e Addition; Prior Lake, Minnesota DEPTH IN FEET SURFACE ELEVATION: 99' +/- MATERIAL DESCRIPTION B-1 (p. 1 of 1) N FIELD & LABORATORY TESTS MC SAMPLE REC. TYPE IN, WC DEN LL PL qp GEOLOGY 3 1/4" bituminous mat at surface FILL, Sand w/silt and gravel, dark brown DS Fill M 2 Sand w/gravel, medium to fme grained, brown, :::: :'.: Coarse 3 medium dense (SP) :':'::> Alluvium 8 M SS 4 , ' , ' 4 , , , ' 5 , , . ' 10 M SS 4 ' . 6 , , 7 . , , ., 8 Sand, medium to fme grained, brown, medium ' , 19 M SS 4 dense (SP) , , , ' 9 10 Sandy Silt, brown, loose (MUSM) Mixed Alluvium 10 M SS 10 II 12 13 9 M SS 10 14 15 Clayey Sand, brown, stiff (SC) 14 W SS 10 16 17 18 19 20 Sandy Lean Clay w/a little gravel, gray, fIrm Till (CL) 5 W SS 10 21 END OF BORING DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS SAMPLED CASING CAVE-IN DRILLING WATER DEPTH DEPTH DEPTH FLUID LEVEL LEVEL 0-19.5' DATE TIME 3.25"HSA 7/13/04 11:15 21' 19.5' 19.5' None None BORING COMPLETED: 7/13/04 CC: DM CA: DB Rig: 24R 2/99 NOTE: REFER TO THE A IT ACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG ~ AET JOB NO: PROJECT: DEPTH IN FEET AMERICAN ENGINEERING TESTING, INC. 08-05763 SUBSURFACE BORING LOG South Lake Villa2e Addition; Prior Lake, Minnesota LOG OF BORING NO. SURFACE ELEVATION: 99' +/- MATERIAL DESCRIPTION 3 1/2" bituminous mat at surface FILL, Sand w/silt and gravel, dark brown 2 Sand w/silt and gravel, medium to fine grained, brown, medium dense (SP-SM) 3 4 5 6 7 Sand w/a little gravel, brown, loose (SP) 8 9 10 Sand w/silt, fine to medium grained, brown, loose (SP-SM) 11 12 13 14 Silty Sand, brown, loose (SM) 15 16 17 18 19 Sand w/silt, medium to fine grained, brown, loose (SP-SM) 20 21 END OF BORING DEPTH: DRILLING METHOD 0-19.5' DATE TIME 3.25"HSA 7/13/04 1:15 BORING COMPLETED: 7/13/04 cc: DM CA: DB Rig: 24R 2/99 B-2 (p. 1 of 1) GEOLOGY N FIELD & LABORATORY TESTS MC SAMPLE REC. TYPE IN. WC DEN LL PL qp Fill :: :: :'-: Coarse :':'::<: Alluvium 14 M 9 M 9 M 8 W 6 W 6 W 9 W M DS ss 4 ss 4 ss 6 ss 10 ss 10 ss 10 ss 10 WATER LEVEL MEASUREMENTS SAMPLED CASING CAVE-IN DRILLING WATER DEPTH DEPTH DEPTH FLUID LEVEL LEVEL 21' 19.5' 19.5' None None NOTE: REFER TO THE ATIACHED SHEETS FOR AN EXPLANATION OF TERMINOLOGY ON THIS LOG I) - UNIFIED SOIL CLASSIFICATION SYSTEM AMERICAN ASTM Designations: D 2487, D2488 ENGINEERING TESTING, INC. Soil Classification Notes Criteria for Assigning Group Symbols and Group Names Using Laboratory TestsA Group Group NameB ABased on the material passing the 3-in Svrnbol (75-nun) sieve. Coarse-Grained Gravels More Clean Gravels C~ and I::;Cc:S3c GW Well graded gravel BIf field sample contained cobbles or Soils More than 50% coarse Less than 5% boulders, or both, add "with cobbles or than 50% fraction retained finesc eu<4 and/or 1>Cc>3t GP Poorly graded gravel" boulders, or both" to group name. retained on on No.4 sieve cGravels with 5 to 12% fines require dual No, 200 sieve Gravels with Fines classify as ML or MH GM Silty gravel",Un symbols: Fines more GW-GM well-graded gravel with silt than 12% fines c Fines classify as CL or CH GC Clayey gravel' GW-GC well-graded gravel with clay GP-GM poorly graded gravel with silt Sands 50% or Clean Sands C~ and I::;Cc::;3c SW Well-graded sand' GP-GC poorly graded gravel with clay more of coarse Less than 5% DSands with 5 to 12% fines require dual fraction passes finesD Cu<6 and 1>Cc>3c SP Poorly-graded sand' symbols: No, 4 sieve SW-SM well-graded sand with silt Sands with Fines classify as ML or MH SM Silty sandu,n, SW-SC well-graded sand with clay Fines more , SP-SM poorly graded sand with silt than 12% fines 0 Fines classifv as CL or CH SC Clayey sand"'. . SP-SC poorly graded sand with clay Fine-Grained Silts and Clays inorganic PI> 7 and plots on or above CL Lean clay"'LM Soils 50% or Liquid limit less "A" line' (D)O)2 more passes than 50 Pk4 or riots below ML Silt"-L.M Eeu = o.olDlO. Cc= the No, 200 "A" line DlOx D60 sieve organic Liquid limit-<Jven dried <11.75 OL Organic clay".L.M.N FIf soil contains ;::15% sand, add "with (see Plasticity Liquid limit- not dried Organic siltK.L.M.O sand" to group name. Chart below) GIf fines classify as CL-ML, use dual Silts and Clays inorganic PI plots on or above "A" line CH Fat clay"L.M ~bol GC-GM, or SC-SM. Liquid limit 50 If fines are organic, add "with organic or more PI plots below "A" line MH Elastic siltn,M fines" to group name. IIf soil contains ;::15% gravel, add "with organic liquid limit-<Jven dried <11.75 OH Organic clay" r.ravel" to group name. liquid limit - not dried Organic siltK,L.MQ If Anert>erg limits plot is hatched area, soils is a CL-ML silty clay. Highly organic Primarily organic matter, dark PT Peat" Kif soil contains 15 to 29% plus No, 200 soil in color, and organic in odor add "with sand" or "with gravel", whichever is predominant. LIf soil contains ;::30% plus No. 200, so / / / predominantly sand, add "sandy" to I-- SIE,E ANAlYSIS For e1a$slficalion f}f Ihe-OfaiMd soils and scnren~~w.sr,sn-I SieY.HIJIft~ -1 line-oralnl!d 1r.a~1Io11 of toarse.a(ainl!!d soils / group name, .,,, so / / /' Mlf soil contains ~30% plus No, 200, , ~ Equalionof'''"-fine +.">' predominantly gravel, add "gravelly" Horilonlillat PI I: 4 to lL I: 25.5. "'~ ..,# x ~eft PI.. 0.73 (tL.20) .y w "", to group name. d' 20 0 ,,0 ,/ z @ " Eq.....".u..... / , , V~' /' Npl~4 and plots on or above "A" line. 0; z >- Veftk:a1aIU", 16IOPI"'7. , , oPk4 or plots below "A" line, '" .. >- then PI z 0.' (LL.') , ;;., 1\ >- <:> 30 ., w / l/ PPl plots on or above "A" line. a; ;:: >- >- '" """ QPl plots below "A" line. ~ ffi :'i .\v ~o a.. RFiber Content description shown below. 1'--. " u 20 / /' ffi 'v" 1"-..: '''T a.. / v/ 20 1'___ 10 .101- .II , I -u- it.it75mm 7 _n L , , , , , , '......00 'v , " " . " ... ., '.0 ..0 .16 Zit 30 '" so .. 10 10 '" .100 .110 PARTICLE SIZE IN MILLIMETERS LIQUID LIMIT (lL) .".. -,,- ..",.r- --d- Plasticity Chart c-"' 'D'~ "' 0.015",200 C< "' 0'011 0(.0"' 0.0151(15 .,5.. 0ICLS021(2104) AMERICAN ENGINEERING TESTING, INC. ADDlTlONAL TERMINOLOGY NOTES USED BY AET FOR SOIL IDENTIFICA nON AND DESCRIPTION Grain Size Gravel Percentages Consistencv of Plastic Soils Relative Densitv of Non-Plastic Soils Term Particle Size Term Percent Tenn N-Value BPF Term N-Value. BPF Boulders Over 12" A Little Gravel 3% - 14% Very Soft less than 2 Very Loose 0-4 Cobbles 3" to 12" With Gravel 15% - 29% Soft 2-4 Loose 5 - 10 Gravel #4 sieve to 3" Gravelly 30% - 50% Firm 5-8 Medium Dense 11-30 Sand #200 to #4 sieve Stiff 9 - 15 Dense 31-50 Fines (silt & clay) Pass #200 sieve Very Stiff 16 - 30 Very Dense Greater than 50 Hard Greater than 30 MoisturelFrost Condition La verinl! Notes Fiber Content of Peat OrganicIRoots Description (if no lab tests) (MC Colunm) Laminations: Layers less than Fiber Content Soils are described as orl!anic, if soil is not peat D (Dry): Absense of moisture, dusty, dry to 'h" thick of Term (Visual Estimate) and is judged to have sufficient organic flOes touch. differing material content to influence the soil properties. Slil!htlv M (Moist): Damp, although free water not or color. Fibric Peat: Greater than 67% orl!anic used for borderline cases. visible, Soil may still have a high Hemic Peat: 33 - 67% water content (over "optimum"). Lenses: Pockets or layers Sapric Peat: Less than 33% With roots: Judged to have sufficient quantity W (Well Free water visible intended to greater than ",. of roots to influence the soil Waterbearing): describe non-plastic soils. thick of differing properties. Waterbearing usually relates to material or color, Trace roots: Small roots present, but not judged sands and sand with silt. to be in sufficient quantity to F (Frozen): Soil frozen significantly affect soil properties. 0ICLS021(2104) AMERICAN ENGINEERING TESTING, INC. BORING LOG NOTES a::: COT: DC: DM: DR: OS: FA: 'HA: HSA: ill MC: N (BPF): NQ; PQ: RD: 'ROC: REV: SS: SU TW: WASH: WH: WR: %tm Y. -" V. -. DRILLING AND SAMPLING SYMBOLS Symbol Defil1itioll B,H,N: CA: CAS: Size of flush-joint casing Crew Assistant (initials) Pipe casing, number indicates Dominal diameter in inches Crew Otief{initials) Clean-out tube Drive casing; Dumber indicates diameter in inches Driliing mud or bentonite sluny DriUer (initials) Disturbed sample from auger flights Flight auger; nuniber indicates outside diameter in inches Hand auger; number indicates outside diameter Hollow stem auger; number indicates inside diameter in inches Field logger (initials) Column US<:d to describe moisture condition of samples and for the ground water level symbols Standard penetration resistance (N-value) in blows per foot (see notes) NQ wireline core bariel PQ wireline core barrel Rotary drilling with fluid and roller or drag bit In split-spoon (see notes) and thin-walled tube sampling. the recovered length (in inches) of sample. In rocle coring. the length of core recovered (expressed as percent of the total core run). Zero indicates no sample recovered. Revert drilling fluid Standard split-spoon sampler (steel; Pia" is inside diameter; 2" outside diameter); unless indicated otherwise Spin-up sample from hollow stem auger Thin-walled tube; numberindicates inside diameter in inches Sample of ffi.aterial obtained by screening returning rotary drilling fluid or by which has collected inside the borehole after "falling" through drilling fluid Sampler advanced by static weight of drill rod and 140-pound hammer Sampler advanced by static weight of drill rod 94 millimeter wireline core barrel Water level directly measured in boring Estimated water level based solely on sample appearance OIFLDOl2(05102) TEST SYMBOLS Symbol Defmition CONS: DEN: DST: E: HID: IL: LP: OC: PERM: PL: 41,: q~: q.: R: RQD: SA: 1RX: VSR: vsu: we: Y...200: One-dimensional consolidation test Dry density, pef Direct shear test Pressuremeter Modulus. tsf Hydrometer analysis Liquid Limit, % Pressuremeter Limit Pressure. tsf Organic Content, % Coefficient of permeability (K) test; F - Field; L - Laboratory Plastic Limit, % Pocleet Penetrometer strength. tsf(approximate) Static cone bearing pressure. tsf Unconfined compressive strength. psf Electrical Resistivity, ohm-cms Roclc Quality Designatorin percent (aggregate length of core pieces 4" or more in length as a percent oftotal core run) Sieve analysis Triaxial compression test Vane shear strength, remoulded (field), psf Vane shear strength, undisturbed (field), psf Water content, as percent of dry weight Percent of material fmer than '200 sieve . STANDARDPENETRAnONTESTNOTES The standard penetration test consists of driving the sampler with a 140-pound hammer and counting the number of blows applied in each of three 6" increments of penetration. If the sampler is driven less than 18" (usually in highly resistant material). permitted in ASTM:DI586, the blows for each complete 6" increment and for each partial increment is on the boring log. For partial increments, the number of blows is shown to the nearest 0.1' below the slash. The length of sample recovered. as shown on the "REC" column, may be greater than the distance indicated in the N column. The disparity is because the N-value is recorded below the initial 6" set (unless partial penetration defined in ASTM:D1586 is encountered) whereas the length of sample recovered is for the entire sampler drive (which may even extend more than 18"). . AMEIUCAN ENGINEERING TFSI1NG, me. Step 8 - Adjust Factory-Installed Options MANUAL OUTDOOR-AIR DAMPER - The outdoor-air hood and screen are attached to the basepan at the bottom of the unit for shipping. Assembly: 1. Determine quantity of ventilation required for building. Record amount for use in Step 8. 2. Remove and save outdoor air opening panel and screws. See Fig. 12. 3. Remove evaporator coil access panel. Separate hood and screen from basepan by removing the 4 screws securing them. Save all screws. 4. Replace evaporator coil access panel. 5. Place hood on front of outdoor air opening panel. See Fig. 13 for hood details. Secure top of hood with the 4 screws removed in Step 3. See Fig. 14. 6. Remove and save 6 screws (3 on each side) from sides of the manual outdoor-air damper. 7. Align screw holes on hood with screw holes on side of manual outdoor-air damper. See Fig. 13 and 14. Secure hood with 6 screws from Step 6. 8. Adjust minimum position setting of the damper blade by adjusting the manual outdoor-air adjustment screws on OUTDOOR AIR OPENING PANEL ......... "^,UAC J OUTDOOR-AIR ~ ADJUSTMENT . . SCREWS . ()=()===; POSITION SETTING DAMPER SC.A.LE BLADE Fig. 12 - Damper Panel with Manual Outdoor-Air Damper Installed HOOD SIDES AND TOP- ASSEMBLED Fig. 13 - Outdoor-Air Hood Details the front of the damper blade. See Fig. 12. Slide blade vertically until it is in the appropriate position determined by Fig. 15. Tighten screws. 9. Remove and save screws currently on sides of hood. In- sert screen. Secure screen to hood using the screws. See Fig. 14. CONVENIENCE OUTLET - An optional convenience out- let provides power for rooftop use. For maintenance personnel safety, the convenience outlet power is off when the unit dis- connect is off. Adjacent unit outlets may be used for service tools. An optional "Hot Outlet" is available from the factory as a special order item. NOVAR CONTROLS - Optional Novar controls (ETM 2024 or ETM 3051) are available for replacement or new con- struction jobs. APOLLO CONTROL - The optional Apollo control is used to actively monitor all modes of operation as well as indoor (evaporator) fan status, filter status, and indoor-air quality. The Apollo control is designed to work with Carrier TEMP and VVT@ systems. The thermostat must be wired to the Apollo Control before starting the unit. Refer to the Apollo Control installation instructions for information on installing the thermostat. HOOD SCREEN LOCATION (SCREEN NOT SHOWN) Fig. 14 - Outdoor-Air Damper with Hood Attached 0.6 0,5 '@ ~ c:: '=- 0,4 w c: ::J Ul Ul W [ 0.3 w > ~ (:J w z Fig. 15 - Outdoor-Air Damper Position Setting 15 PRIOR LAKE INSPECTION RECORD DEPARTMENT OF BUILDING AND INSPECTION SITE ADDRESS 1& 7 ~ 0 7lJ IUJ tJ TO /1 V (3 . NATURE OF WORK _~"'P6L USE OF BUILDING t!. Il- PERMIT NO. _ 0 '7-. 0 r-f/; . DATE ISSUED f!2. :3 .0 <1 CONTRACTOR &;1'1 z., UJ,vf'fJ'l.. p~Dt::f PHONE tJSZ. 9"fJ L 12-11 NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE I FOOTING Po~l T"1~/ I I FOUNDATION (Prior to Backfill) I I PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED ROUGH - INS SEWER I WATER I SEPTIC FRAMING INSULATION ELECTRICAL PLUMBING HEATING (if required) G ~ 5 S'~ GAS LINE AIR TEST j . i~P COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED I -;:; P(2.1 N lG. L6'2- I I FINALS g) BUILDING ELECTRICAL PLUMBING HEATING DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted near an electrical service cabinet prior to rough-in inspections and maintained until all inspections have been approved. On buildings and additions where no service cabinet is available, card shall be placed near main entrance. FOR ALL INSPECTIONS (952) 447-9850 J \JT ~ I ~ E Q.) X tV -l>- EZ EZ \:;3m 'm ,E 'fE O(J) cjt~ cjt~ m' m' 0 ~-t ~ )>~ ~/U E(J) E(J) - - - r;c )>0 )>0 -<x -<x r() ~ E tV N N ~ (J)-t ~G' Q.) - ~c Il x Il I -I )> tV S ..J ~/U G\ -l>- --:: " lT1 "; ~1> G'r Wlbx2b e II -n -IZ L J --::/U -<m . 1> -oE DO -l>- G\I E E =r /U(J) G' DO G' -(J) Q\JT x x Z X tV tV )>\JT G' G' UJ ~ . x DO ~ \JT- , , -l>- ~ lJ r- DO -, .10 r I: 1> I DO (J) - _J -0 Z J>. E DO E 0 EXIST UJF BEAM tV G' m ~e -l>- ~ \JT DO tV III \JT G' ~ DO , ~ , " I G' E(J)Z I ~ L_ _J DO E(J) Z , UJ l;Jom DO 'om ~ ~ · x E \JTx E I cjt _ G' '- E Q.) tV , - fJDO cjt "; ~ G' m - mil' J>.1l ~ J>. -I G' x -I - G\ - tV tV I G' EG\ G' I DO E )> )> -< -< Wlbx2b - - - '-l I ~ EZ EZ 'm 'm 'fE ~ 'fE cjt~ ,G' cjt~ m' ~ m' J>.~ J>.~ E E(J) E(J) G' UJ x ~ = )>0 )>0 -l>- , -<x -<x ~ -l>- N N Il Il -I -I G\ G\ -- - - e WGOSS N: \t.rch\.JJbrory2000\Border Originols\Sheet Borders\11x17B,dw.9 1=1 10-15-03 2:01 pm Xrefs: [Bo},.8j518\Co6.O\STRUC\XREF\ 8318S XREG, 831M XSplonoldSS] lG:\8318\Co6.O\o6.RCH\Xref\ 831M Xplon. 831806. XSplonold. 831806. Xgrid] I E G' x !- UJ to ~ ~ ~ z~ SOUTH LAKE VILLAGE c~ ~Q =m m' ~~ (f) .....l. MALL RENOVATION N' L re , .....l. ~ N ;:;;0 ~~ m ~ PRIOR LAKE, MINNESOTA .. ...J 0 .. > '" tl z ~2 L (J> ~ !1: fll OVERALL FOUNDATION /FRAMING PLAN 1ii t- al l> " I ,j.. Iv 0; "' shunter G: \B31B\CAD\STRUC\<<Il~'Ill1!l~wQ;2,~;<!Wg 74i!091'14 7H2~0<lm II: 50 am Xrefs: [6oo,S]3IB\CAD\STRUC\XREF\, B31BS XREG, B31BA XSplanoldSS] [G: \B3IB\CAD\ARCH\Xref\, B31 BA Xplon, B31BA XSplonold, B31BA XgridJ 26'-0" ? ---" ~U) 0---1 z::;O F:C If)n ;2---1 ~C '::;0 ~)> (;;r- II 'l ~::::O ")> ~ Z GJ U r- )> Z =:::J - ~___ -i T o 28'-2" I t---:c___ / ~ C) :;2: I'l c) O)>~O :::O'lf)' fTl'-1 If)- --1 20 If)ClCl 0:::0 CD ,OCDfTl -c)>)> 0-1lf):::O ~ fTl ~GJ~O - fTl2 2 2 -1 -12 -<fTl u::;:;;: ClI 2;)lf) Olf) U1 Ox U1 x n 24'-0" '" 10 I ~ ~ z ~ SOUTH LAKE VILLAGE ~~ ~ ~ ~ ~ ~,;- Z ~= " ~~ Ul (j) [ ~~ ~ " --l. MALL RENOVATION "'~ ~o :- OJ > ." l'-.J . '- OJ ~ ~R F to l'-.J c ~ -<~ . z OJ ~ i': (Tl OJ U) PRIOR LAKE, MINNESOTA "'0 l'-.J ;;0 U) o?'- ~~ '" n ~o .0 n 0 ~~ 0 U) r:~ z~ . i5 '" U) U) PARTIAL FRAMING PLAN .- o~ ~z '- U) 0 ~~ 0 -0 )> 0 '" '" ~o ~~ U) :r: ... '" N ~~ I ..... .j:>. o I GJ ~ N tv N ----J I o ~ N w U1 o I OJ ~n~ -: 8~C) ~CJC) ~-<-< :::EZ :::EZ ",---fTl ",---fTl LN:::E LN:::E I ILN * LN. * - -->. UlI UlI fTl 0, .j:;:.. J> 0 (J) Ui Ui :::0 :::Eo :::Eo GJ ---j )> ~ )> N -<x -<x 0 Z :::0 OQ) :::E I )> C N OJ N , x '-J )> N Ui n .p. I '1 n ---j U1 Q) "'--- )> N , C fTl :::0 W16x26 -':::J> U1 -i Z 0;1 -<fTl I u:::E DO .p. II '1 C):r ~ ~ ~:::O 32Ui DO QUi Q) Q) J> Ul x x )>X N N ~ LN , Ul 01 DO Q) LN Ulx - I Z GJ c+>- OO 0 r- --, .ro- I U I DO II u - _.J Ui I u J> )> :::E DO n Z ~ fTl EXIST WF BEAM N Ui ...=t>- Q) Q"\ x DO x Ul N @ Ul , Q) Ul DO I 0 II 01 :::EUi Z I 0 L_ DO :::EUi Z LN ",---0 fTl ",---OfTl I LN LN :::E DO 0 I x Ul~ :::E I *~ Q) ~ _rOO I N.p. ~ OJ UlN I * . Ul'11 01 '0 Q) x fTl x fTl--1 Q) N )>'1 N )>C) IQ) -i Q) DO :::EC) )> :::E I -< )> I W16x26 -< '-J 0 :::EZ :::EZ ",---fTl ",---fTl LN:::E ~ LN:::E I ILN * LN. oQ) * . Ul I Ul I fTl 0, fTl 0, ~ LN )> )> 01 CD Ui Ui x = :::Eo :::Eo .p. I )> )> 0 .p. -<x -<x N N shunter G: \8]18\CAD\5TRUC\1l8~"flllgSJwg;2,1;<!Wg 7-li<Og1'l4 7+12(J!;0k1 II: 50 am Xrefs: [&ao,8]318\CAD\5TRUC\XREF\ 83185 XREG, 8318A XSplanaldSS] [G: \8318\CAD\ARCH\Xref\ 8318A Xplan, 8318A XSplanald, 8318A Xgrld] J ~ Q) x .p. ~ ~ ~ ~~ SOUTH LAKE VILLAGE ~ =:::::=.' Z rn~ " ';;--- CD ." ~ L CD '::! '" ~ c '::! . z CD e rTf CD (J) PRIOR LAKE, MINNESOTA ~ ;;0 (J) Zoo tv n ~~ .0 n 0 ~,;; 0 (J) PI!! 0 (J) tv (J) (J) PARTIAL FRAMING PLAN J ~z L 0 ~~ -u :t- o tv tv (J) :r: .". tv tv I Ul o I OJ Q:) LN CD I ~:~iG;~j~8l\g~~~~~~~Z~)~~~8~~. ~1~rlpl~j240 10-21-03 11:50 am $ - .. it , , , ~ \ \, ::::. IIIIIIIIIlIllJl Ufl p----LJ I I I I 1',. \~~.., i i2U ~~ 1;i' JOU ~ 'Z. \, --- i2J J~ r,' c. i21 JD I 1> ~ {; ~~ ~ ~ '~... ,~,.J ~. \ \:). t ~~ ('-.~ C C'~ "I"- '- ~I:.' ~ t... ~ $ ~ ~'\ ~ ~ @@ G~!J' 0!" r"'-lJ I!II!II II Iii! i~! 1111;11 iil! Ii ~1!1 III !i~IIE IIII ~ 'i:lll! B~!~'I !il Il!llft, !I!i .' ~;I! ,:. Il~!i I!l 5 . J;llil !!Il;! ;! '1:!111 'il'l Ii 1;li !!! ill'l! lil W li!!l 1:111 il II!l!1 II I! II! I;; II~I III Dj ~ PI 221 221 PI JD JO JO JO ~ - - ~.._.- ~i ~i ~ 121 II II r ,0 r ~ li.. -f I . ~ PI . . h) JD - I I l . j I . . . !~~~QE ~~~~-i~ ;~~Q~ E ~E~~~ ~~I~ !:i~~!~~ !:i~~ ~ a~a~~ ~ EEiga~ H ~ la2\~ ii2\ !a2\!!! ~ 22\!!!(s!~ 2\ 8~~::: ~~ 0 ~~"'~Q:!l ~~:::~!;; ><O:::~~:!l ...,..1=,;:; n ~ ~iisS~ ~Ill>~ clll>-)( t;;tn:m iil:: ,.. ~~lillile ~glA?; ~glAt ~ lw~~g ~g::; ~~OOm ~illlllr> ~IiiI::R!(: ~~Fii:j ~Iii ~ o ii og- ogr> 'il 8>;:e~ 00;:. ~ i!" --m ~"'m " m.o ~ ~ ""' ~ ;g ~ Z I", O Oc 0.0 g; too"'vt ....... ~ - en <~...~ C ~ ~> ~~~;.; t-t ", ~= Om"V_ 0> ?; ~!;; ~~~Zdi~ Y.t ~ "'" ca"V-I~.......... ~~ ~>~a~lw8 !"" =1z c b . ..... ~ ~VI~>"':I...., ~~m~ ~g: ~ -< ~ Z ":!.. ~ i~ I '" :. Q ~ a l~ w ~~ ~ ~~~~~ hlZ;Jle~ i~~~l ~~\:llA~ I I I I I I I I ~~~~ 88~~ oo~iS c:ic:iiSi:l Q m i i ~ ~ ~~ U I ;;; i - "';;; ! ~ ~ 5- )> I> ~ B 0 ~ ~ 01 . '" >:3 '" ii IW R t ~ ~ 6 ;;l '" ~;;t~Rol::f2R8 o~~n-i~~nc:: VlZmC~O\IC~ C-;m~ n -~~ "" ~~~~~~~~~ :1sn6 ;Il:l .....~6 ~ o<c> a :s-> r- lIlm>o:t -~:::o R -<~~'-"> N~n gzoo:= :~e --, -t >-;lID 11'I ~ "'V h~~?; ;n~~ ~~~:e .~~ "'-<z" pn'lo ~!ilg~ e~ij ~....s.... + ~ .. ~~g 6 ~~ >,z~ij .q l!!~~ fi:oz ""_Z \Q gg~ S ~~~ .. ~ ~ :-- ;.., n ~ Cl. I t tQ .. .. Gi ~ ~. r> r> l:; "'ziii!i':'Cl~ 0 ~C! ~ 0 ~.......",~,.," z _,.. .. ,., ;Ill VI '-, 0 m r- r- m n ~~Q:!i~~~ ~ ~~ Q ~ kl-l"'>nlOCliin z ~~~lS~':'~ -< ~z ~ Q f02~:I:~Q ~~;J ~ CZi..I):>c:E -tm C ~ ~m' -<:t"> "0..." :1:"'-<0>>'" -< mO~z)(Zl;; C5 ~":I:",~Q:I: ~ ~~51i1i~Ei ~:I:-<:l:lil:l: :r-f:rm-t-f >m:;:1i~o z>;g:r~; 8~~S~~ 8o;llD~~= ~O~~' 01: r-O\J~ C .....""l" ;= q ;Jl~ g ..m ~ .. ... ~ + l- '" 0 521 ~,' ~\~ 0 JD ==.m~tu:L --~, ~~f2~ ~ ~~~ ~ ~s;~~ ~ 1=:1:1= ~ ~~Sl!~ ~ ~~~ .. ~lil\2n~ := ~~g ~ -<oZO-t '!' ,.,..~ !;;OClZ:l:I.)-<g l:lz~v;;:;~2~ -<~oeo I:: >Cllll ~,..>z<;x:..>!;; Za~~~(5~ ~ gC::I:;';1O>, >' ~~Iilo~ ~ Ci ">~5:= Ci f -;Jl-Slll .. /Il!)!\2oS 6l ~~~IS\2 l!l ih~~ ~lIlmz ~~ ~j l!! 1::= l:. \ 0 ;:c IS ~ t f::: ca ...... '" - .....NU\ tbtl;: o NNO\ 11'I VI 11'I VI :n :n;n;n _ ll' j; ! PRIORDALE MALL PRIOR LAKE, MINNESOTA CODE INFORMATION PLAN ('i I~ (j Je. ~ (J <::-1 JPI '- JD 'J o o i21 JD ~DI . !il . ID PI I~ UI ;D ,=I..lf' PI~ ~O ~ 1211 JD E jfi! JOI fL l___u~ :t-<Z' >:1:0 1= ~iil ~'" :I:~ Z 0- ZZ m;;l >Z z-< 2m ~o lIln s!> ,..", O!!! z~ Clj! ;ilm ..... ~S ",6 q~ ~~ ~'" !:In ~ I:: o ~z z-t z~ mz VI> O-t -t- >0 VlZ -;~ -tCJJ me CJJ_ er- -0 r- _ OZ ZC) C)n nO 00 o!" !"", e8 ;Om ~Q Z::l -to ~Z ~ n l~i~~~i I.. ~~~~J' ~ ;;tq~5~~~ 'il~:>l:CJ~a Ii ~Sg;R~::f~ ~ z%~~~~~ ~ g..c:0 lillilJ: ~~l:lzZC:Ili~ U\ >z;J!..... !ile~~~a ~21 JD ~~~ ~ ~; r F ~ if, ~' "'~ ~ " \\ ~ ~ ~.) -~ II')~. "/... Sf . ~ ~ I'~ ~ ~ \ ~ ~ I:- I ~ t. -/' i' rt= l~r"'~\ .3' ~. -. II' , ~ N liS' " \'l \ "f< J\:; ~1 ~ ~ ~ ~lt l .~ OJ '< ~ \ I I " r:--- ~ \..~ .". ~ \ G~. \I".. :x ~ ~ ~~ ~ d" \~ ~ ? ~ "" , '4: -\ L ~ ~ ~ -:i. ~ ~ I I ~ ===~.==;J c~ L- IDf1] @ . IDf1] o (""') -4 to:> ~ ~l,l ~ \ni1l G~~ H~ i; I :,'".,'.',',.'.'. II I l-;i~ 1ft =i t~" ~;;Io .., ~ l~ . ~,,;~ A'" ZZ . :,u:: i~ z~ ~ '[ <ng~ Il ~,' 6~~~S' ~ni~ U I ::; ~n~-: 00,", (") r-1.1 ~OJO rn-<-< ::::::Ulin~~f....Pro;.ct.\W'.C:\8Jl'ASTUOY.d.g l-llU '-27-0J 2:.36 pm o >- -l m o '-- c Z m N ,'-.I N o o W @ ~ ~'tJ ~ l -, I I _...I -n-< ~ Om ",Z ~~ Ijr~~ -n-< 0 mv> ~~ n Zn nm n mv> l_ Ov> C ZI .-0 -0 ::;: >- Z -, Z I n , _...I -< \- "7/ r (- --.- " <O;<:l")>"""";<:l .J::> )>mmxVlIIm ,J ;;;tI~;:g-i~rnm~ -<();<:lC$:$:;<:l;<:l J\ Zz;'g<:o;;3O ~ R"nVl~ncO ,- r-m~ ,)>;;;3$: ;:, , OOI)>ZmVl --- nZON:::!$:I ~~<;~ZO O'Zw'''''< ---",--J' Z)>" '3';VlZ $:Cl~;2;~8 )>C CZ<:O$: -<~ $:00<:0 \. <:0 ",,_ Z IZ \.... () c:: ". .~; I i I [-- -n -< '7 ~Z ~ ~~ ;;:;;::0 ;;:~ n ~};i n m~ ~I C S<~-o Z>- Z n -< ) -') i i -it~----------~- o 0 c c ;<:l ;<:l ------------------------------ -----------~ a a, I I 1 , I al , 1 1 1 , al 1 1 1 1 I al I I I I I I I al 1 I I I I al I 1 I I I al I I I , I al , , , , , a' , , , , I al I I I , , a' I , 1 I I a: I , , , a: I , , I , I a: I 1 , a: I I I I a, 1 I , , I al , I , I , a: , I I I I al , , I I 1 a' , I I 1 , L~__ __~_____D___~J a -n -< '7 ~z ~ ~~ ;;:;;::0 ;;:~ n ~};i n mv> ~I C ~~ -0 Z>- Z n -< 2"" -"" MIN. 1 i-.b,.:I: i ~~~ i -f1---~-L:-&- o 0 C ""-i~ ' C ;<:l om;::.. I^' - - - i! 0- - -jj~ - - - -- Z~ n -;- };is n I OV>C 0 ZI C .-0 -0 ;<:l :~ >- z n -< ~ >- r- r- n o ~ ~ o z I , , , I , ,a I I L_ , :r~ Z ,. '~ i o C ;<:l (Jl -0 >- n m i i - j~ - - _-- r - .,. __1 L -;:-V i i J; I 0 1'-0 I o C~C 0 ~ ;<:l ;<:l ~ i ~ N m-'q:: ~6: \' -., f'''> ~ ftQ. ~ . (\ ~'- 0 :r~ Z' ,~ =-0 p>-:;;o CO~O N--o 01>0 (JlW(Jl -n =rn +00 'l'-n n C -0 >- Z n -< j '~ '-I , 1 I , ..... =-0 >:;;0 ~O --0 1>0 W (Jl =m 00 n n C -0 > Z n -< o N Ln o (Jl -n + 'I'- II II Il' '" ~ !" '" ~ -< m ~ / it --< n ?" '-()~ ;;- '-()~ ~O~ 0>> Z> n-<-n 0"'0 '" ~ "''''> n~ = V'l >- "'> ,,-< -< 0 0",- 0",- 0 >m-- >~w O~ x OI; 5 wn mmn f;;> ~m.- m.- CI ~ Z >o~ >oZ i;; ",,,~ ZC" ~ ~~m ~:;:':" ov>'" .o.on ~~r: ".- ",m -0'-:;: oc~ ;~>~ oc~ ">m nv>> I> 6~~ ~ ;iIOV'lNW ~~Z~> ~~~~~~ ~~5~ CCm )>.- ;i;s= .-'" n V'l;::o>:> -< m"'", mmv> -<V> ~ mmI m-o:i:o ~ _ _ '" "'.- m"'> n~ ~ C ~Z~~ O"C ~Z~-i O"C -n !t1~~ I~~ n~ ",mo C O;;O~ ~gQ5; "''''''' S28 ~"<~ ~~ ~ '" ~~~ '" 0 ~ x .-~ z()~ nZc ~ ~mC:-- >Z;;:NO~ -< t::io:s mmCij <",~m <"'-1m >m~ :;:C 0 --0'" nzO~ N~ -< ;iIOZZ ,..Z", C'" 0 ","'m >-<", :;: )>O>,:;:w ~~&~~~ ~ O~.- ~~ z01" Om N =-0 ZZ:;O m:>;;ow '_ Zm >mm -iZ~ ZZ >'" ~ Z Q~~p -0)>'- w~'- c ~-I::! '--<.- "'.- '" ,,0'" is Oz.."m CZ V"I:> = ~Zmr-o:d] ~~w~ -<Z'" '" - ;3~ -<-< "'"ZC mC)~r- ~~~ ;;: ~~~ !::!2:>-< "!:-< 0 )>Cv> ::!>)> -i0;Q~ O~O~~ ~~:;;~f;;~ ~ ~oBa :>vl~ zo "'-< "'", S; ~..,,~O OO~ ~.,.,rnO m"'O "'0 n,,)> r;;Z~ -< ~Z "'m Om ~2@~ ~2@~ '" '-0 ~t;:R II m~~ I O:>mm ~?'o;~ ~c;j Oz oj -< n~'" nil'" C::n n ()-<o V'lZCV"I>::! 5 "O'C o~ ~> ~'" "')> g; nOz n>z ,Q 0", -<n c zz "'~:;: ~ :>t:::~~ )>", '" ~~o?gI; >nnV'l ~~8 -<~ ;;:Oz.....V'l ' '" () ;;Qz....V'l Cz() ",m ~~~ )>c OG;~o -iONmctl :;: 'i?ns:z "')> -<z :;;.0 .0 ~ ~@ .8 ~ ~@ c :;:"!: " )>0 0)>)> n?"~CO>~ )>- ~~~ ~~:!! C" )> c-<",)>o ~o~ Nn I~ "'z C ; "')> Z j-< cn.- ~ Zo"'Z V1NVlO Z ~~~() om m", nc 0' .- s:;zo~ ~ =~ c-o..... zmx ~ IO Onz )>z n )>'" "m.- ~ ~n~:-' ;G;38"'t1g ~!:Gc.R CJ o>=r;-I C-v> 6~ ;i5~IU1 0'" V> V> ~;~ ~m I; 0"1;:;0 Z~\.D C CZRI 0'" -< m )-v> o@!"8 "'>c Z ~~ I~-< ~-< ono)> z~~~2 =~ >.0 om '" O@' m mG;Al "'''' -< Os; ~5:~ )> c~Z::;; ~zC:o-o ~~~~ 'm -< .-c -<> z~ " ~~~ Zmm _-0, mm -< >~ )>~ -< '" ~~~8~ 6,,~8)> VlIJ}-O >-< .- - IO '" 0'" ov> !(> :=c -< ~ :t~,!=D-I~ ~ ::::tl:>OJO = r- - Z n;;: )>n ~- f;;o )> n~~~n , 0.- OZ I ~~ .-,.. Z 11" '" _w"," 0;;: "'z rn 0 .,.to '> D V"lZm:> ;iIOC)5~Z Z'- > 0)> '-m 0 , m v>Om 8-~ v>'" ~ ~Q~~ ~8~1-< 0 <() ~ 0 x -oZ.o Z.o =i Z ~OJ Q<lr-C Z~:;:~Q ~ ~O "'> -<m '" "'" ~ m-< :l: -", , ~, " C oS O"!: -< 0 :>rn .......r-_ ~-ImO nz)>> )>I )> ~Z 0 ~O '" :;:0- , I 3, -< ~~ ~~8 N ~~Z~ ;~?g~ 0 NO- n", ffi 9 0 ~Q~~~~ >~ Z ;;:m ~ Om C "'", -<-<'" o8~ N nm ~ 11" Ci LnO>-~ CJ Z:'I: '" ~co N cO ~ :: ~ Bc:l~~ mmm.. Z 0)>-< '" ~~~ .~ ,: ::! < , 11"0 -<'-0 m"'" ~ "'" > ",-'" z-<)>O .~~. c )> -< z>O )>0 ~ - O~;iIO ~ ~ g~s '" .- it -z", z'" g; -< Qo~ -< -< ;;; ~ '" ~ "'<:'C.. J ~. " r ~ ... J' 7' "".J. r... 1 ~9 "I PRIORDALE SHOPPING MALL I~ ">>"'1 n "0 ~~~-<~~~ ~ '. ~~:~~;.,~ .~ IBC 2000 PRELIMINARY CODE STUDY ;;:~~5~~~ (f) ~~>c8~; Prior Lake, MN ,~~~~~"" ....l. r III .~i~~~-~3 ~ .. a::'R6~~~ .. ~~~~~~~ 0 6 0 lli S! li Qoa;";l~ (. . " ,,~}~ ~ \0 f\ 1-: r ~,- y I 'j" .j ~ ~ ~ "f ~ ~ .s;: ~ , , <1 ,.\- ,~, l r-' ~ '. ~ I-. .J" . .S> i --J )::> .h. -.I., t 0 \;!}l\:. -::: "\ -V " ~ 6-- ~ ,\ "- -J" :" v' I:. J on "'080 C'l() ;gC5 110 bR8R "'''' -n nz ~~ ON CV> gcoc "'0 ,,-< _-00-0 00 )>'" w:>.......:> .-'" )>0 ZC oz~z m.- '-n >0 Qg O-l~"""'-I ~() mo C'l0 ~585 >' ~o "'> )>m "'z .:>9)>- .-'" :=" 0-< NO+O mm '" c-< N()N.." >> ';'m ,,~ w:>V'l> ;;:. "'c:: ~r;I~ -~ ~~ >C>> 0- dCNO 0 "'z 0", , ' .-> J::m ;;:>~~ -0 ",N )>'" mx r-::!uO ,,0 ,,-< "'- '0'" .mn nV> OOwC;:; >::! nZo- 8'" ~o ZZ II oi> '" z~ -<C'l C '" ~- " .-N V> )> ..,,~ -< Z C ~ :.. 0 -< Bi' ~~~S; S i::: liE . . E.:,~ ~ ~ 'i ... ~ ~ ~... ~ 21 '9- IIlIllUl -,- ~()~ -: 00_ n r-\.l ~CJC) rn-<-<