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Home My WebLink AboutBuilding Permit (Oakridge Conversion) 06-0190 DATE TIME CITY OF PRIOR LAKE 4;/ tB INSPECTION NOTICE SCHEDULED ADDRESS J &;8(,,15 h~~ (p{ ~ Ilia 'I OWNER CONTR. PHONE NO. PERMIT NO. (0 -jq() t o FOOTING o PLUMBING RI o EXIGRAD/FILLlNG o FOUNDATION o MECH RI o COMPLAINT o FRAMING o WATER HOOKUP o FIREPLACE RI o INSULATION o SEWER HOOKUP o FIREPLACE FINAL o FINAL o PLUMBING FINAL o GASLlNE AIR TST o SITE INSPECTION o MECH FINAL 0 COMMENTS: _f If) r'\ ( \, I')C={) _ -fL-L ~; G, f\ n II ~ /)fll"~\ lNL o . ~ I oft I'd cJ' ~ORK SATISFACTORY, PROCEED CORRECT 10 D PROCEED o CORREC~LL FOR REINSPECTION BEFORE COVERING Inspector:1 V / / / Owner/Contr: CAU./ ~FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. . -~ CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE DATE TIME (!fj 9/.L~ '/ . 41 ~I ~/ SCHEDULED ADDRESS /<) k'~(} L OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION ~AL o SITE INSPECTION CONTR. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o ~BING FINAL ,wMECH FINAL ~ -/9c; o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o /( / r-;-k/ /~/./' //./ ./ . /He~A r ~~/ &~ ~ / /' - /--- ~ /) / / L (I) /I'.ee-J ~~ / ~e~:fr;,</:s. n~( ~/T -. I I' . r /:57 / I' -- {-/ I . . fi- <.3 .h<-L eA /~rlC e. t:6rtJuV7r1 d,...J G/ &.c. rlfJr ,-.- . /' / ~ r-. / (!;J ~dtJ ~ .7-/;";st ~s. j + 1// C A4'-<S h L/4 d, @ ()~ -/.. j., u/~ r r' - COM!III;NTS: I I E / er.-Q., c~ / ...../ (~~ ... / / 7"/7 /(;~ r , / * /_~ crCt--uJ#J'~Cv' ~ I ~~ r / / - / o W~ SATISFACTORY, PROCEED ~ORRECT ACTION AND PROCEED o CORRECT WORK, CALL roR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH 4c SAFETYI ll'ISNOTI CITY OF PRIOR LAKE INSPECTION NOTICE -7," "" ~ ~]~/ob /3g-Co k~ /,L /-cft SCHEDULED ADDRESS PHONE NO. CONTR. PERMIT NO. C -/?o OWNER COMME~TS: ~ ~ -LCYh. o PLUMBING RI 0 EXIGRAD/FILLlNG o MECH RI 0 COMPLAINT o WATER HOOKUP 0 FIREPLACE RI o SEWER HOOKUP 0 FIREPLACE FINAL o PLUMBING FINAL 0 GAS LINE AIR TST ~fH FINAL 0 ~ivPtc~ I ~/,- 0 frJ-hr; hk / &?r- o FOOTING o FOUNDATION o FRAMING o INSULATION ~AL o SITE INSPECTION ..,. /' f . r fli} A:eed :::;beLA,( J..u~<~ / ~[.d .~C~ ~~l..J~cI d15--/ /~ //1/1 /- cZ) R-e& /D .P~/O? d~ /1-. //'/C .ouKL A4dr @ Lks/?i~/e , . / / /71 /l I /" / (1) ~kc'I/(,,~~ ( /fp-7- r!~ ,,~'-)~P d rea- - ~ ""rt; --V;/k~ < V ~ I ("'4, ~ tt2i/~&-" E' N~ i I' ~~~ / ./i/ cJ./e c-;5t/ ~\ , ~ / ~t:' / ~ ~ I 4~'/- c;;/kcff~ '- !':7oz...U,$7q At'!:! V / / o WORK SATISFACTORY. PROCEED ~RRECT ACTION AND PROCEED o CORRECT WOR'; :~L~R REINSPECTION BEFORE COVERING Inspector: &r Owner/Contr: , - CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH .{ SAFETY! lNSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS /S~O OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS:..;- /f',r12d- "7 nM' ~ pgok (;,'/ ' k~' /,? R',/A SCHEDULED CONTR. PERMIT NO. o PLUMBING RI ~ECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL ( r .., ,if d .,/90 o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o r-../ t J ~/J / t"r /) / ~/Jc'/4 -~ , / / np /J.~,.- - ,/ -:~~~.r /~ /' /' fr ~RK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WOR~. ;~~O~EINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: " CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl INSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS /S-RbCJ OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: DA}' .~/ "'" (fj) SCHEDULED ;r/2S/db / ~L /1// CONTR. PERMIT NO. /,--/7'0 o PLUMBING RI 0 EX/GRAD/FILLING o MECH RI 0 COMPLAINT o WATER HOOKUP 0 FIREPLACE RI o SEWER HOOKUP 0 FIREPLACE FINAL o PLUMBING FINAL 0 GAS LINE AIR TST ~ECH FINA~.4 / ~ h/e /"77~~~ J I I""l " '76.57~d ~-I/k e;~,~ ,t,./ ~~/ cI . dLJ~~tS ~ -r6r -~(..;,. '/ cL ~ c:" ' 0 ~ _1 / I/'/ ~ S.4Y-,~kftY JAe&id( Apk".. / Us75Xv~ d,k /' ~;" d _ OJ~~ ,,1... ~ SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: OWner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &; SAFETY! LNSNOTl DATE CITY OF PRIOR LAKE , /. _/ INSPECTION NOTICE SCHEDULED K"/2.\766 ( / ADDRESS /rno /if} /rJ1 ~/ ~~ TIM~ OWNER CONTR. PHONE NO. PERMIT NO. ~ - /90 o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP ~UMBING FINAL o MECH FINAL o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: /) / J /tv#t6~k9 ~ /,. -'-. '" ,. / (I)~e.c{ ?C~t!-SC ,4 T~<-_ ~h,~.r?_<:bUh ../k.~ 4 /<J~~L LJ~~r/ed c sdz..k'\ . \. 1;_/ . J 1\ ,.. J (!; ~ ~'<~. . LUf's-~ ,k;r, _~~ _~(J4 A/7~N((~4J 6J d" ~.~.... /J / ~ h", / /"\ fly --./' / ".1 _ j\ ./ I ~cle @g~/d"~9 /?~/ - J o WORK SATISFACTORY, PROCEED ~ECT ACTION AND PROCEED o CORREC~ECTION BEFORE COVERING Inspector: Owner/Contr: ~ALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH de SAFETY! INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: ( ;u '> I (~ '> {-;y SCHEDULED (1f/l'd, .p CONTR. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL DATE .If!l:l) 9-/~4TIME C!/ fry (q D '-'" o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL ZGASLlNE AIR TST o LI 1;,1-1/4~ <;~h~ ;l-WORK SATISFACTORY, PROCEED o CORRECT ACTION AND ~ED o CORRECT V:~' ~rL'F~ REINSPECTION BEFORE COVERING Inspector: /1 1/ r Owner/Contr: J' CALL 447.9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTI CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DATE T1{~ K/fj ft6 -/ / ~~/, /1 d ADDRESS /s-crt:o OWNER CONTR. PHONE NO. PERMIT NO. C -/90 o PLUMBING RI 0 EXIGRADIFILLlNG o MECH RI 0 COMPLAINT o WATER HOOKUP 0 FIREPLACE RI o SEWER HOOKUP 0 FIREPLACE FINAL o PLUMBING FINAL 0 GAS LINE AIR TST o MECH FINAL 0 ~/ /' 7Z-ovoL '-I ./'\ / '" A /' ". ~) #~d /J~Pt"'lt'?fcz--n6~~. 7%~e-x; L 2-//"'- /2:i-kd dq?/,c~~c1 ~ff - , ~. __ .. 10 A - ; . /' ~ .#e~d y -I~ ~/Jr-k'-/~,.- /~c1\ - /h a(('~~ule- Q-/~<~/~ , ~ - gA/;eJ .-29 ,- ~-"ee c/.;.,,.-ancc". . v/?rler- ~CCe5J,(:Lk cS/lk-s /~ Ch~~ o FOOTING o FOUNDA nON o FRAMING o INSULATION o FINAL ~TE INSPECTION COMMENTS: /\~~ -. . jt9 (~//' I-ar a~ A)-- . /~ s.d. -41/ O'A ~/!A.P '- ." ,/ / ~r r /?7; o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR AEINSPECTION BEFORE COVERING ~ Inspector: , CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTI ADDRESS i3-:?6,O TlM@ SCHEDULED ~~b~ / . , hJ-/ ~/ /2/ DATE CITY OF PRIOR LAKE INSPECTION NOTICE OWNER CONTR. PHONE NO. PERMIT NO. A ~ /9tJ o FOOTING o FOUNDATION o F~ING AH'ffSULATION o FINAL o SITE INSPECTION o PLUMBING RI ~ECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o COMMENTS: /1 /' ~ -.J/)r~ V f-a:?~ /~,5:4 / ~ rd.. - /h/ . />,d/ ~hc 0/ 'L/eJ:~~ c/~ ~/ .:7Z'e~?'6I',i Y' ~.r,./ ',.,.r ~ / / . /-rvd/Oflr 'c. L/t"~.....:...r.9- k.... Jh~f;"ble / _/'/A\eI~ ( ~ A ,/,Ln / / / ... II . /' ~ l!:) A"&-d/?2-/tY ~~y -fi/ /~~ ch ..;2-# &~/ ~~y~' <<~,:/dc~ . eq- -10 ~ - -.! ~K SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL OR REINSPECTION BEFORE COVERING Inspector: ~ _ V Owner/Contr:. CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl DAn ,~ CITY OF PRIOR LAKE ./ ~(. / INSPECTION NOTICE SCHEDULED ~/~6 .--;:'" .., #' /S-7CCJ hi2 g Ai ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. ~ ~/?a o FOOTING o FOUNDATION o FRAMING o INSULATION O~L ~ITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o COMMENTS: /,,,..... /J / (). J () W ~f/,1'dJ2...-iV//'_ /ej(jor I- cP"'- ; -I6:crf;.JI\95 r~ rt::'b4~~ ~~ 3Aec{~ / /~SL1~c-/e,..- ,- , .-. -i ~...., ./ /J c2) #/~ty~ i*/ 4 z!er.M4, /- .:re~ # T~' /ft~c'€ Q//~""'J.'/ /'k_ t1L("~ a.//ec-.,z~ ~o-u"'~~t"~~ ~ ./1 l/ ~ /. . yT4 ~ ~ cl-~ iO~r:;~ r7 ~ ~. "'" L )-,. 9 , ~ L o WORK SATISFACTORY, PROCEED o COR T ACTION AND PROCEED ORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: /~ ~ner/Contr: /' -'" CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY! INSNon DATE SCHEDULED ~~~ 4/ ~ 4/ CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS /.5-3'60 OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI ,.A--MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL COMMENTS: ".#~c C~p //'E7. t~C ,r P'/rea -" ./ n~ 6hO o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o ~?-~ / ~~ 1'- ~-. #'?/~.; / ~.: / A / II I L/tVCT~ICIJ//c, r ~4"~/~/- /~4:J ~~d~I'" &/ //~~ ,)., L.,.~ ~ ~!fIYle / roef;us /~ _ r"'\ ~ #. / (fJ Lg // rkr /Z,vc,L ,J~ e?/ ?'~ r ~//~Cr~..... /d cS:A, d/ ~~~ " @ ~/~ idr /4~QL-~ ~ /hclr"S~h~ v"frh,hc;, /Lh/~/r6d~ ""/ /' ~/C- ~As~ ~' o WORK SATISFACTORY, PROCEED ~RRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTI CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! DAY n.~ SCHEDULED ~~~ hJh // Ai CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS / )'PhcJ OWNER CONTR. PHONE NO. PERMIT NO. o FOOTING o FOUNDATION ~MING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL dA \C". .....- ~~e::t- ~ COMMENTS: - -..." /.~ ---- . #?~h / /7~P-7..r ~ ( /.f'<s 1-'/ h;.,,) /e ./'"' ~ _ r'\ . /' e; r ';// &r- .lhSv h n;~ - @ G?/ ~r ""hs/Y / c::K/ 6,,/90 o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o ~ .. /~s~ / ~Aer~~/ ~/I ~_/ ..--.-.....-- /' ~/( - o W~TISFACTORY, PROCEED ~RRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BI;FORE COVERING Inspector: ~~: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTI CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS ililU.e.-- C9NTR. OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL DATE ~ T1ME"'I/g C -;7'0 o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: h'~_~t~ ~. I. (J b _l, . T" Dl.l,) , ~~ 3(/Z . , I . \ /~OCJ '\J v r' "-""""", ~D.~ ~LA. b.\\~ ~ Slh'k , (4rx~ I 1,.1")1 I C:ltr~A D4t. / - I I ~ ^ /'\ --------- .-t-( eOv' V r /2 nr d'/ / J IT". , ----- o WORK SATISFACTORY, PROCEED *RRECT ACTION AND PROCEED o CORRECT WQS.,K, CALL FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CA _~ T!-l': NEXT INSPECTION 24 HOURS IN ADVANCE. REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS O:<lc 11/ Jw OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION COMMENTS: / Lf - f'G r'"(" L, ,-/,.-- 7- It (, r'(' 0- CONTR. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL {~:U\!)~ ,)1-"4 c)./L( lA../ /.A / ~ ! rj) t{ ( DATE r5J7 , TIME -(?~ t- 7-U~ o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o ~ORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALLP;OR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl /\;v.'- Q ~ ~'l. CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS /.)yt:cJ OWNER PHONE NO. o FOOTING ~NDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION DATE SCHEDULED ~~~~ fr}/ // ~rI n.{!i) CONTR. PERMIT NO. ~ - /?o o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GAS LINE AIR TST o COMMENTS: j~ / ~ Y4r ;/r,r U/q /'/ ~ /7 / ~ A,.r- /"l I / " I P02/-ect e-:etS'""~ 'Eu / e ~~/ ;I' -4 ~k,",- / ~/ L:,)(C- ~SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WO'~ ? REINSP~ION BEFORE COVERING Inspector: /~~ner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH &: SAFETY! lNSNOTI eJ ADDRESS /S?bO 07 SCHEDULED ~~~ / ,. 4/ //~/ TIME CITY OF PRIOR LAKE INSPECTION NOTICE OWNER CONTR. PHONE NO. PERMIT NO. G ,- /90 o FOOTING o FOUNDATION o FRAMING o INSULATION ~INAL /' SITE INSPECTION COMMENTS: .~ /. () .-.. / /;Ot27;~~ f-b/ ~t".IJ~~~ / ~/ ~..1&1i)h4~/eLr /~~S /"' - /:-,cs ~ r,(e. d ~, ~ /4 ~ .I 5.e ~~c:)';6......... - , .r'\ /1 r f) _ ~ /"'\ 0;) ~J4p ~/( /~~~T -!cf~ ..f-/k, r /e~4_ ~s.- ~#~y"c:./ 'f/- ~ ~ / . ./~..s~~ TO/' / o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED ~T WO~.y;;'j- FOR REINSPECTION BEFORE COVERING Inspector: ~ ____ Owner/Contr: - - CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl CITY OF PRIOR LAKE INSPECTION NOTICE DAn r:J SCHEDULED ~~~~ / / h/ A/e/ ADDRESS /5&60 OWNER PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION CONTR. PERMIT NO. 6 ~- /70 .-4f'nu IMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: L/ /fI~U/ C. (~s.J;'o~.r ./~ /J _p~~ .~()/ '--~ /-7..' 6ree; ~ /~C)/-- .f ' J y.'.' U/q 0 T-r::., /'0/1' L/ePl-J- ~/ / ~..- ~ ~ - ./ ~J / ~C7~ J /P// A ..--- A;b / ~I<- ~ SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT w~r;:/f.1;t FOR REINSPECTION BEFORE COVERING Inspector:~"""--- Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl DATE ~~ok , /rp~tJ h/ /~ ~/ CITY OF PRIOR LAKE INSPECTION NOTICE ADDRESS OWNER PHONE NO. o FOOTING o FOUNDATION ~MING o INSULATION o FINAL o SITE INSPECTION SCHEDULED CONTR. PERMIT NO. o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL @:J TIME 6 - /9tJ o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENT~ / / / ~ ~ ('reel s/v~ /rCi'/-r,h9 h,vr ~r~'lS #-I-L' M ;:;~crrD~~ , - . /0\' / (!/ /J/ty .......- /' L7J ~~ i /"'\ /' P;OY /-;;f"p.-~s p:> ~~(f , h)...~ . ; ~~ s:r (';f) ~ht"J- h)H e /-- - - ~ G) CQ// ~ /' ~/c -t /') f'" F ~#"JI' Pt:?- . .J 11 // ~; / #-tfl< c /,WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING ~ Inspector: Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI /NSNOTl ADDRESS /S7b' 0 DATE ~ - - ~~ //,ed' ~ TIME (.3;J CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED OWNER CONTR. PHONE NO. PERMIT NO. J -- /;;'0 o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION ~UMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EXIGRAD/FILLlNG o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST o COMMENTS: .-4 /~ p.., < -~~;( ~-oc, ~h' ~ c:::::/"~ ..>fhr.)~ , ~t/C ~ c:c.r/~ ~ / b/I SV7 / _r b?/r/ / ~ /L ~ /- / C~/C ~~ATISFACTORYI PROCEED o CORRECT ACTION AND PROCEED o CORRECT WO~'y)'-~EINSPECTION BEFORE COVERING Inspector: /~ ~ Owner/Contr: CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOrI ADDRESS /s-~~{) DATE TIME~ SCHEDULED ~~.2JI~~ ~/ /I/le! , CITY OF PRIOR LAKE INSPECTION NOTICE OWNER CONTR. PHONE NO. PERMIT NO. .6 - /1tJ o FOOTING ~UMBING RI 0 EXIGRAD/FILLlNG o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL o FINAL 0 PLUMBING FINAL 0 GAS LINE AIR TST o SITE INSPECTION .. """.9' MECH ~L . 0 COMMENTS: ~fit?~/"~ ;r ~ '/ / ~ / / //7 / RrJd U/4on ,tc~ /~,.~~) ~A R'~~. ~6' ..s--) ~ ...1.. C~.r~-':s - "" ~--..~ ?'r ~cP' .,? 09 ; .;/6 ~ "/ /" (<:' ./7;;"- ~/ ~/ 6'..---....,1,_.2" rQo-/@ 4//# d~~/- F/~2- .,r S4cCI . 9<;//sS- . . ..r ~o.7 ~/-" A ~5 ~()c/ _ Jol" # ~ ~ / t' C'~ ~"\ ~ . /::) - (!:jC-/T ~/ ..e~ Uv~ ./h 40~~ ~)20/ -r-~O~ /" r~/ , o WORK SATISFACTORY, PROCEED ~RRECT ACTION AND PROCEED o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING Inspector: ~~ Owner/Contr: ..... CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI INSNOTI Date Rec' d CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT ( TIV I,{/ 01'1 t::-f e..o,<./ ve;e..J'- CI tV) ofl~teIDG,G y16l1. (Please type o~ print and silttl at bottom) ADDRESS J5ilcO ':151"'1 POiNF ROAD ,50UI/-I6/1S r PRi()R. Lll/<,C1 IVIN LOT BLOCK LEGAL DESCRIPTION (office use only) ADDITION I PERMIT NO. O~ I 0 /q 0 ( ZONING (office use) 1. While file 2. Pink Cily J Yellow AppliCllnt PID 25. 031. 022./ OWNER (Name) :JJJD6Pf,IIJi,)0V"( ScHoOl- blSTRlc/ 71'1 (Phone) q5;)..--"):)~ - 0000 (Address) 5300 WeStwooD p/e/ V6 SoLlTl/eAST. PR lOK.. 1-1I K..i;..- MAJ 5537;). ... BUll.DER (Company Name) 13oSSARt:>T CoRPORltTlON (Contact Name) Dv..4NG WA~IGI6N, CO'vsT12l.tClInvI'MNAr,;rtR (Address) ZS?- G' W esT 19-1I~ Sl12E.€ T, M/II/NE:1l PO L.-I S, M rJ (Phone) (Phone) 55'-1-.31:, q5~ --83/- 5'+08 Q5;1. 8.37- 333/ TYPE OF WORK 0 New Construction ODeck OPorch o Re.Rooting ORe.Siding OLower Level Fimsh 0 Fireplace OAddition j8]Alteration OUtility Connection 0 Misc. r ave mished info ation on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authoTlled agent for .he perty a th a co truction will conform to all existing state and local laws and will proceed in accordance with submitled plans. I am aware that the building permil fo JUs aus. Furthermore.l h<reby agree that the city official or a designee may enter upon the property to perform n~e(qP7;~ /- Signature Contractor's License No. J . Date II Permit ValuationV x Permit Fee Plan Check Fee State Surcharge Penalty Plumbing Permit Fee Mechanical Permit Fee Sewer & Water Permit Fee Gas Fireplace Permit Fee l<ID ~F (f) IDlY H I 2 3 ~ ~~ U 4 5 '#f3oo, 000.00 $ 4'2..7. 7 S $ 3t.Q3.a4 $ 400.00 $ :~ $ S ~~-;;:;;'~P1i07:~" Buildinll. Ollicinl S AfS4".,tJ IJD PROJECT COST /V ALUE (excluding land) I Park Support Fee I SAC Water Meter Size-S/S"; I"; # $ -- $ $ - $ $ $ $ S # Pressure Reducer Sewer/Water Connection Fee I Water Tower Fee I Builder's Deposit Other Sf ~ f\) ~ oJ- TOTALDUE Lef! ;i!S9 nUClJ'v'e, ' I Paid )(.5 ~ () . -"7 c; I Date - bf, Lj- 1..0 # # $ ?f'S 30. '7 C} Jl/ d:::1) L!-I"1-b Receipt No. By e:; t')foaO ~ U f~~J +~~~ ThIS IS 10 certify that the request in the above application and accompanying documents is in accordance with'tlfe City Zoning Ordinance and may proceed as requl'5ted. This documenl when signed by the City Planner constitutcs a temporary Certificate of Zoning compliance and allows construction to commence Before occupancy, a Certificate nf Occupancy must be issued AJJ- 0-. ~ ~ Planning c:.~~;... U 24 hour notice for alllnspeetlons (9!'i2) 447-98!'iO, fu (9!'i2) 447-424!'i 16200 Eagle Creek Avenue Prior Lake, MN 55372 3!Z~ Special Conditions. if any 1-.18. O~ F/l.-6 w/ pOt/;>, 0/90 ; ~;e:n ~::y I PERMIT NO. 0/ _, /l:'/I} J. Yellow Applicant V;;J 7 '.J-"f CITY OF PRIOR LAKE HEATING/AIR CONDITIONING/FIREPLACE PERMIT o,q~ 0 G6 t3(,6H, (!;(IN r/6KJ /0 Al (Please type or print and si~n at bottom) ADDRESS \ 5 Bbo FL~ l.-t POLt0T (l..OA D $.(t.. ?(2...l.o(2... L,AlLJi-, HI---1 '351>1''2... , LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION OWNER ... (Name) j.:s D l/Cf (Phone) (Address) lS1S - IS'()T: ST~r l.tJE.$T SAVAGl-E tiN 55318 Date Rec'd ZONING (office use) PIDz5".03C}. Oi!.2./ APPLICANT (Name)7'1-tF..,l...EN J..}fArlllJG. ~fl..oOr-l~c... (Phone) V8-8"2..<1. 1'i<1.( (Address) TW 1111 1"3- ~T. S.e... (Address) 13 (l.A U-,J ti.{2.J:;) J M "-l (City) ~~I (Zip Code) (Contact Person) RI C,4.(.. P~rut.U>N (Phone) "z..,( 8 ~ e -zt:t~ I yq I APPLICANT SIGNATURE ~ ~ """.-."r DATE L{ - , 1-0<- APPLICANT PLEASE COMPLETE BELOW DNEW CONSTRUCTION ~ REPLACEMENT 0 AL TERA T10NS FURNACE MAKE AND MODEL FUEL FLUE SIZE RETURN OPENINGS TYPE OF SYSTEM INPUT HEATING OR POWER PLANT o Steam o Hot Water o Radiation D Special Devices o Other Devices DWarm Air Plants OGravity o Mechanical DAir Conditioning OVent. System FIREPLACE MAKE AND MODEL Industrial, Commercial & Multi-Family FEE SCHEDULE I % of job cost Residential, Gas Fireplace $39.50 minimum $99.50 Residential, Additions & Alterations $64.50 ResidentiaL AC Only Residential, Heating & AIC (New Construction) Residential, Heating Only (New Construction) - .- Estimated Cost $ ~ 5. fk:>O - HEA TING PERMIT FEE STATE SURCHARGE TOT AL PERMIT FEE Building Permit # $ 550.00 $ .50 $ 550. 50 .. ~U!1U;ld;ng ~t1;,heu App'oved Date pain550;,OO Datet.. q. ()" 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 OUTPUT PLEASE NOTE: Air Conditioner Units Cannot Encroach into Required Side Yard Setbacks $39.50 $39.50 $39.50 A.,l6 ,alP. I .,,)1/ ~o "f .ct u;G60' ~~~ J~fJfl Receipt No. 51.57/ B~ Date Rec'd CITY OF PRIOR LAKE PLUMBING PERMIT (Please type or print and sign at bottom) ADDRESS ZONING (office use) FJt..6 wi O(P/oI70 1- Blue File PERMIT lllTO r 2 Gold City 1"1 ./')/ _ LJ.~. 3. Yellow Applicant <..../(0 -, J - /5"'8 ~c:J /=::/.r h PtJJ /;". r /~~.?~' s; E: LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID OWNER (Name) .r.::5 4 7/9 ~ 4' /C' d:~L::- -.::i ~n'e' L (Phone) (Address) APPLICANT (Name) (Address) Klamm Mechanical Contractors 12409 County Road 11 Burnsville, MN 55337 (Phone) lAOOreSS) (City) (Zip Code) (Contact Person) (Phone) APPLICANT SIGNATURE ~/~ DATE 6.//S-/" ~ , , Quantity APPLICANT PLEASE COMPLETE BELOW I Type of Fixture Quantity I Type of Fixture I Bath Tub with or without shower I Rough-ins I Dishwasher ,J/;" "'l/ , Water Heater I Floor Drain I /J' I Water Softner I Lavatory (Bathroom Sink) ///1}.45 Stand Pipe (Washing Machine) I Laundry Tray (lor 2 compartment sink I . Sewage Ejector I Shower Stall I Backflow Assembly I Sinks I Backflow Assembly Test , Bar Sink I Lawn Sprinkler I Water Closet (Toilet) I Other j);.A/ I IlLtuJ ( -j/ Ii lTrT - FEE SCHEDULE Industrial, Commercial & Multi-family 1% of job cost with a $39.50 minimum Residential, New One & Two-Family $99.50 Residential, Additions & Alterations $39.50 PLUMBING PERMIT FEE $ STATE SURCHARGE $ TOTAL PERMIT FEE $ /? ?t>..~"':1t' .50 /77R. $'"v .~ \V~ \,1 l . ~O-' ',' ,L\ i:~j ... 'j (I ~ . \~) ~ \ Receipt No. $/.572- I BYp Estimated Cost $ /9'l tJt' /} , Building Permit # I u, Gu;!d;u. P":1kppm"d '------ ') Date' Paid /990..5:b Dat~. q. 0 (; 24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245 CITY OF PRIOR LAKE BUILDING PERMIT, ~~ @ ~ DJlte~~d TEMPORARY CERTIFICATE OF ZONING COMPLIAN( JUL 0 7 2006 AND UTILITY CONNECTION PERMIT ~I duA~Y It riff- OIC(O I PERMIT NO. 0"- O~31 (Please tnJe or print and sip at bottom) ADDRESS ib"g 60 Frs fI POINf ~O' 5 ~ LOT BLOCK LEGAL DESCRIPTION (office use only) OWNER (Name) ADDITION rsp #- 1/9 )'360 WESfwooP O~. .s.f. (Address) SunDER gr10Tlt -"'5 ('-r,,'- (Company Name) f\ . f,,, - ~, E (Contact Name) _D{i1."-& (Address) '1 ~-6 f Hwv 10_ - ~ 1. White File 2. Pink City ) Y dlow Applicant (O/I~06C J/L. /7161'1) (Phone) pf.oTecn:lit1l PID ZONING (office use) 765- f.{ l/J.-J J 90 (Phone) (Phone) SS3~D ~tk:. ~'u.u- uvv TYPE OF WORK 0 New Construction o Deck o Porch ORe-Roofing ORe-Siding OLower Level Fimsh 0 Fireplace o Addition Pi{Jteration OUtility Connection 0 Misc. CODE: OI.R.C. OI.l.f. t. - /!:', ~ Type of Construction: A'I' . ~ m Jf V B Occupancy Group: A B F H Cl) M S U Division: I 2 3 4 5 ,. - PROJECT COST IV ALUE S ~,2. 2.~ . C!) e (excluding land) , I hereby certify that I have furnished information on this application which is [0 the best of my knowledge true and correct. I also certify that I am the owner or authorJzed agent for the above.menlloned r-'-r"'/ and that all construction will conform to all eXISting state and local laws and will proceed in accordance with submitted plans. I am aware that the building ;ci~ t~;e(use F,:::...._..... I hereby agree that the city OfficiC~ a;;s~?faY enter upon the property to perform n7e~ ~:On6 Signature Contractor's License No. Date I Permit Valuation I Permit Fee I Plan Check Fee I State Surcharge I Penalty I Plumbing Permit Fee I Mechanical Permit Fee I Sewer & Water Permit Fee I Gas Fireplace Permit Fee $ $ $ $ $ S S S l., IMP . ct:i !~ 9(,_\7 3.00 ~;tY_~m;71rvAppoft' ~~ Ollicl3l Dale I Park Support Fee I SAC I Water Meter Size 5/8"; I It; Pressure Reducer Sewer/Water Connection Fee I Water Tower Fee I Builder's Deposit I Other I TOTAL DUE ('Av~u) I Paid i Date 2Z/.uJ "} 25". () (., # # # # ( .fv.OG t I $ / s $ $ $ $ S S $ Z7.-/.CtJ3 ReceM)( No. .57C/&+- B'l..4..... I This IS to certify that the request in the above application and accompanymg documents IS in accordance with the City Zoning Ordinance and may proceed as requl'Sted. This document when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Cl'l'tificate of Occupancy must be issued Planning Director Date Special Conditions. if any 24 hour notice for all inspections (9!i2) 447-98!iO, fax (9!i2) 447-424!i 16200 Eagle Creek Avenue Prior Lake, MN 55372 Ghite - Buildln}> Canary - I::ngmeering Pink - Planning BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED 13o~~,qeol CO/2-P. ~. 2-+,0(, The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: (; -A'7 7V \ 011 ~Jel Ot::iF ~t:;". / / 56~O r/SIi t:J()/N / ~190 IW/I.J ()I'ta MIO~{,6 ~ $(!;I'f~OL- (!AJ.I V6.e5/0^:j Accepted Accepted With Corrections V' Denied Reviewed By: ~ ~ Date: ~ / /D /(J , Comments: ~,~ '+, ~ ~~, jz-.Jl. ~ ~I N(/"~;~, ~..dc,. ~J~'&.L( fn ~. ~ 1'" tI 4:l4-b-~ ~ ~ ~. ]:: ~(. LcOCO. uJ/57'7f7E" A-...~,.JJ.~~ ~ ,,, 7. ~.2 _ f 13' J~vc.'L ~ ' ~ ~_ .~ r /.J , - o-rJ2 ~.~ I/~ ~ ~ ~ fJ.{.,..J- --.t-- ~~ ~/I o;? /.~'{'. ~/.H~ jj'. C. "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 - BuildinCL- c-eana!y - Engineerinjl> tllnk~ - tllahnlng BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED L:-:::- /-i Ie (.>/- ;' ( A::.. /-"', ," -,j. ~t,(.(;'" - The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: / .. \ ,f /' 1'"1 K /C' .I (-,,"(/~ .t. I.. (~. /,/ ;'-/ / ,~- f c.. (:' I-/~ /i /) (/ / 7-' /c:/f1 U (/ 'T7.' A (', h r':' /' I iij L.J c. c' .- c..< rl t (. L / I C f.' t, ('. /:._ rO'- I (, / i l ./ " --} Accepted With Corrections Accepted Denied Reviewed By: Comments: ~/? // fJ~ s.)~ Date: '3/2";(O~ P (~'-'~ ~~-~.. "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 d;nary - J:: ineering Pink - Plannin,. BUilDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: \ Accepted v Accepted With Corrections Denied Reviewed By: ~ Date: ---.3 I z =r / () b / I Comments: '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." BUILDING CODES & STANDARDS DIVISION 408 Metro Square Building 121 7th Place East St. Paul, MN 55101-2181 www.buildingcodes.statetMJBt;T J COpy TO BUILDING OFFICIAL: "'" r'~~ Minnesota Department of Labor and Industry '4 t . '. '4 · , 651-296-4639 Fax: 651-297-1973 TTY: 651-627-3529 TTY Toll Free: 800-627-3529 Hutchins. Robert Dana City of Prior Lake 16200 Eagle Creek Ave. Prior Lake MN 55372 Date: 10/21/2005 Project Title: Oakridge Middle School Conversion Location: City of Prior Lake Description: Renovating 9 classrm spaces into Lab space Date Received: 10121/2005 Assigned Project Number: 20050418 Dear Building Official: Attached is a copy of the notice to the Architect / Designer of the project described above as to the agreement reached between the Minnesota Building Codes and Standards Division and City of Prior Lake delegating building code administration to your office as per our agreement on this project. Yours truly, BUILDING CODES STANDARDS ~ffj~~ Supervisor, Plan Review SDM:w Attachment PaFormRl This information can be provided to you in alternative formats (Braille, large print or audio tape). An Equal Opportunity Employer BUILDING CODES & STANDARDS DIVISION 408 Metro Square Building 121 7th Place East St. Paul, MN 55101-2181 PROJECT. www.buildingcodes.state.mn.us ARCHITECT /ENGINEER: Josh Ripplinger 651-296-4639 Fax: 651-297-1973 TTY: 651-627-3529 TTY Toll Free: 800-627-3529 Minnesota Department ~f "!~bor ?n~ 'ndu~try Date: 10/21/2005 Wold Architects & Engineers 305 St. Peter Street St.Paul MN 55102 PROJECT: Oakridge Middle School Conversion LOCATION: City of Prior Lake COUNTY: Scott DESCRIPTION: Renovating 9 c1assrm spaces into Lab space ADDRESS: 15860 Fish Point Road S E ***************************************** * ASSIGNED PROJECT NUMBER: 20050418 Date Received: 10/21/2005 ***************************************** An agreement has been reached between the Minnesota Building Codes and Standards Division and City of Prior Lake ' whereby the PLAN REVIEW AND BUILDING INSPECTION will be done by City of Prior Lake Please submit all plans, specifications, and appropriate fees to City of Prior Lake You must follow their submittal process and fee schedule. Please refer to our assigned project number for their tracking purposes. The City will also be responsible for issuance of the certificate of occupancy. ~~ Scott D. McLellan Supervisor, Plan Review SDM:w c: Building Official PaFormRI This information can be provided to you in alternative formats (Braille, large print or audio tape). An Equal Opportunity Employer 10/21/05 14:53 FAX 6512235646 WOLD ~ 0011006 / Please complete this application and return it to the Building Codes and Standards Division....pdq to your expected plan review submittal date. This will help us expedite your project while we determine where you will make application for plan review. /''\ '''''8Sm " "('1,1")... .(", iF ...C:p.... ,.~. / ""'l ,7., (, C"/ '-'(0 "i!', C Ci)D',::., .....~. i/..,~" DEPARTMENT OF ADMINISTRATION 12/04 . Projected . Construction Valuation $ 11'2-0, O~ 0 Anticipalei1~art ~le 7"5' C)" County ~~* ~~ l::~er~~~ ' ~hone: ct ~'Z..'2..~,,~ 00S"4 Fax: 4n ~ '1,,,,,- -ooM Project contact:: <.,)0$" ~,,,\, ~..... _ Phone: " ~, ... 'i..1.. ., ... .,." ~' Fax: "S l-1. '1..~~_~1.4" ___..__,1 E-m~~~: ~\ \ (ii)_~.\~"t. Co~ [J Public (state-owned) building paid for by the state or other state agency for: I- 0 National Guard 0 Historical Society 0 MN Zoo 0 D..o.T. 0 D.N.R. ~ wO MNSCU (State CotleQe or University) 0 State Hospital 0 State Home 0 Capital Complex ...,0- ~ ~ J2i.- Public school district building of $100,000 or more in construction cost a.. 0 State Licensed Facility licensed as a: 0 Hospital [J Nursing Home 0 Cor.rectional Facility o Supervised Living FacJ!!!}' 0 Fr~e-standing Outpatient Surgical Center o New Building Construction a Addjti~ ~~mOdeling 0 Other; specify ~ ~ IBC Occupancy Classification(s): ~ J /It.. IIBC Type of Construction: l \ 1? Cl)a: ~ ~ ~:~~~n:"'ff"lll_1:t.\., \'lIke (1) ~S""'" SO p..u$ 10m \II\~l& s J....\ ~\o s ~~~. 1\.t ~t__~VA~_q>~t.t H~~"b Upon receiving this completed initial application, we will confirm proper jurisdiction for the project, assign a project number, and determine who will do plan review and inspections. Within a few days we will notify you in writing of the project number, where to submit your documents for review, and how inspections will be handled. If delegated to the municipality, you will need to follow tht:>i.- procedures and fee schedule. Otherwise our standard application process will need to be followed. . -- ._---- . - -- --.- .. -'-'" ... --_._._~. -- '" ....J ~ w z w CJ pr~~~ M,tUll ~\ CIM"~Y"Ok Addtnl,o r:~,^ 'Pou~+ Ro,J & e City or Township where Iocaled n. ,. L_ ***PLEASE VERIFY*** nL.~ ~s;c, owr:lO:;;~Jr~~alf=l "bt~ ."'1 ^4f.o. ~oX n~ City ,.state, Zip a . L au ..L l1v..... w.R . 1'-'II\~"'" ~~." Des~~,t:yb A~ Addr'GOS" ~.... l(.Uy ~C&.+ City, St,te, 7Ji;l. ...... .L. ~"t.I'Ai'\1 f PlU\N.S.V' s-rl~'2.- z o ~ a: o u. ~ I completed the information on this application and "?ftand that it does not qutllorize the start of construction. , JU,^ R'fP'h~~ l LL.P~ _ lo~~(' Applicant Name"rint) / APPlirt Signature Date Building Codes and Standards Division, 408 Metro Square Building, 121 th Place East, S1. Paul, MN 55101-2181 Voice: 651.296.4639; Fax: 651.297.1973; TTY: 1.800.627.3529 and ask for 296.9929 Web Site: www.buildinacodes.admin.state.mn.us PR586 443 Lafayette Road North St. Paul, Minnesota 55155 www.doli.state.mn.us 651-284-5000 TTY: 651-297-4198 1-800-DIAL-DLI Minnesota Department of Labor and Industry March 17,2006 Wold Architects and Engineers 305 St. Peter Street St. Paul, Minnesota 55102 Gentlemen/Ladies: Subject: Plumbing for Oakridge Elementary School, Prior Lake, Scott County, Minnesota, Plan No. 062443 The submitted plans did not appear to include any plumbing drawings for this facility. If any new plumbing will be installed, please submit plans and the required review fee. If you have any questions, please contact me at 651/284-5880. Sincerely, ~ z: /i? c<:/ '-r-~pe'?L. Go ?,'/L--- Bradley C. Erickson Public Health Engineer Plumbing and Engineering Unit Construction Codes and Licensing Division BCE:1ss cc: Independent School District No. 719 Mr. Robert Hutchins, Plumbing Inspector WfII Minnesota Department of Education This information can be provided to you in alternative formats (Braille, large print or audio tape). An Equal Opportunity Employer ~\..t){ ~-110 MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY Division of Construction Codes and Licensing REPORT ON PLANS Plans and specifications on plumbing: Oalcridge Middle School Conversion, 15860 Fish Point Road Southeast, Prior Lake, Scott County, Minnesota, Plan No. 062868 OWNERSHIP: Independent School District No. 719, c/o Mr. Tom Westerhaus, Superintendent, P.O. Box 539, Prior Lake, Minnesota 55372-0539 SUBMITTER(S): Bossardt Corporation, 8585 West 78th Street, Minneapolis, Minnesota 55438 Plans Dated: March 3, 2006 Date Received: May 1,2006, March 15,2006 Date Reviewed: May 2, 2006 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. 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 Labor and Industry 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 Jim Peterson at 651/284-5889. REQUlREMENT(S): 1. The riser diagram (Sheet M5.2) indicates three lab sinks (P-3) and a dishwasher (P-ll) discharging through an existing 2-inch drainage branch. The load on this section is eight drainage fixture units (dfu) which exceeds the maximum drainage load on a 2-inch pipe. If these fixtures are all discharging through this 2- inch drainage branch, it would require a minimum 2\t2-inch diameter pipe (see Minnesota Rules, part 4715.2310, subpart 2). 2. Verify that the drainage branch serving the new sinks in Rooms Nos. B 116 and B 117 and the existing sinks in Room No. B 120, is a minimum of 3 inches in diameter as this section is serving a total of 16 drainage fixture units. No pipe size is indicated on either the riser diagram (Sheet M5.4) or the plumbing plan (Sheet M1.12). 3. The water supply to any dishwasher in which the supply opening is located below the spi111ine of the machine must be protected with a vacuum breaker (see Minnesota Rules, part 4715.1250). 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. "." l1J g LU ST. Pi\.UI., MN ElGltl, IL TIlOY, MI OIOJ"/VER, CO 1=t\e:' O\u+ffde OSO 5.0'>. j3c) 8/Z 'd_68VL' ON /. (.,I I', ;:U~/J May 25, ~,006 MrNNESOTA OFFICE 3Q5 ST. P~TE~ ST~EET ST. P"UI., MINNUO'i'^ 55102 651-227.7773 fAX 65 ~.223.5646 W'W'W.WOLOAE.COM M^n@WoLDA['CO~1 Todd Schaefer Minnesota Department of Labor and Industry Plwnbing and Engineering Unit 443 Lafayette Road North St. Paul, Minnesota 55155-4343 Re: Independent School District #719 - Oalaidge Middle School Conversion Plumbing Plan Review No- 062868 CuuMu:ssion No. 052053 Dear Todd: The following are responses to your letter on the above named project. Also attached for your reference is a copy of the letter. ' 1. Comment: The riser diae,......... (Sheet MS.2) indicates three lab sinks (P-3) and a dishwasher (P-ll) discharging through an existing 2-irich drainage branch. The load on this section is eight drainage fixture units (dfu) which exceeds the :maximum drainage load on a 2-inch pipe. If these fixtures are all discharging through this 2-inch drainage branch, it would require a minimum 2~-inch diameter pipe (see Minnesota Rules, part 4715.2310, subpart 2). Response: The riser diagram (Sheet M5.2) is drawn incorrectly. There will only be two lab sinks and a dishwasher discharging through the existing 2" drainage branch, as shown on Sheet MI.l J. Hence, the load will only be (fixture units. 2. Comment: Verify that the drainage branch serving the new sinks in Rooms Nos. B 116 and B117 and the existing sinles in Room No. B120, is a minimum of 3 inches in diameter as this section is serving a total of 16 drainage fIXture \U1its. No pipe size is . indicated on either the riser diagram (Sheet M.4) or the plumbing plan (Sheet M1.12). . Response: The drainage branch serving the new sinks in Room Nos. B 116 and B J J 7 and the existing sinks in Room NQ_ B120 is a 3" diameter pipe_ . 3. Comment: The water supply to any dishwasher in which the supply opening is located below the spill line ofthe machine must be protected with a vacuum breaker (see Minnesota Rules, part 4715.1250). Response: If the dishwasher provided by the Owner does not contain an integral vacuum breaker, one will be provided. This will be verified when the dishwasher is ordered. 4. Comment: 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. Response: Cleanouts will be installed where required by code. d~OJ lO~VSS08 ~d60:S .900Z 'I 'unr us 'd_68tL' oN /~~~..:}' '"' o 0 2J~;d Letter to Todd Schaefer Page Two 5. Comment: The installation of chemically resistant pipe shall be in accordance with manufacturer's installation recommendations. If ASTM D2239 polyethylene, ASTM F1412 pol)y.vyjlene, or ASTM F1673 po1yvinylidene flouride (PVDF) pipe is used, horizontal piping may not exceed 35 feet in total length; and stacks may riot exceed 35 feet in total height unless an aJ.-'J.-'. vved expansion and contraction joint is installed at intervals not to exceed 35 feet. Response: The installation of chemically resistant pipe will be in accordance with manufacturers installation recommendations and will comply to Minnesota Plumbing Code in regards lotallength of horizontal piping and stacks not exceeding 35 feet. 6. Comment: 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 Minilesota Rules, part 4715.0810, subpart 2). Plastic pipe must be installed in accordance with Minnesota Rules, part 4715.0580 (f) and part 47145.0600. Above-grade horizontal runs of plastic waste and vent pipe carinot exceed 35 feet in total length. Above-grade vertical stacks constructed of plastic pipe may exceed 35 feet in total height only if an approved expansion j oint is used. Response: Solvent weJdjoints in PVC and CPVC pipe will comply with Minnesota Plumbing Code. Plastic pipe will be installed as required by code. 7. Comment: MiIUlesota Statutes, section 326.40, subdivision 2, requires that any person contracting for plumbing services must file evidence of $25,000 plumbing code compliance bonding. Verify that the plumbing contractor has filed evidence of bonding as required. Response: The plumbing contractor, Klamm Mechanical Contractors. Inc., has $25,000 bonding as shown on the bond holders /i$tfound on the Minnesota Department of Labor and Industries Plumbing website. Please oontact me directly with any questions regarding this matter. Sincerely, WOLD ARCHITECTS AND ENGINEERS ' ,jJ~ ~~ Pat Jansen Enclosure cc: Dan Mehleis, ISD #719 Tom Ginter, Bossardt Scott McQueen, Wold Lynae Schoen, Wold KTP/lSD _719/0SZ053ImayQ6 d~OJ 10~VSS08 ~d60:S _900Z . I 'unr BRAUN INTERTEC DAILY OBSERVATION REPORT Project #: LC06-3676 Location: Oakridge Elementary School Report #: Date: 7-19-06 I Personnel I' Tom LooSbroc~ Classification Regular Hours Overtime Hours Senior E.A. Areas and work performed this day: Observed the soils in the bottom of footing excavation for new dust collector pad. Performed random hand auger probes in the bottom of the footing excavation. Fill and soft soils were observed on the north end of the excavation. Recommended the contractor remove the old fill and soft wet clays from the bottom of the footing excavation. Standard penetration test borings with power equipment were not taken to evaluate the soils at depth. However, based on the exposed soils, the area geology, and our hand auger probe results, it is our professional opinion the risk of detrimental settlement due to poor soils at depth is small. It is our opinion that it is reasonable that it be assumed by the owner. The cost for taking penetration test borings to better define this risk does not appear warranted. If the owner is unwilling to assume this risk, test borings should be taken. ~ Sr~ >>- ft% Weather: Performed By: Submitted To: c: BRAUN INTERTEC Special Inspector Daily Report City of Prior Lake Page of Project Name: 2 Oakridge Elementary School Date of This Report: 7-20-06 Report Number: Project No.: LC06-3676 Project Address: Prior Lake, MN Client: Client Project No.: Weather: Temperature: Type of Inspection: 01 Continuous ~5 Periodic Inspection Coverage: 02 Masonry ~3 Rebar Placement 04 Foundations 06 Welding 07 Concrete Placement 08 Fireproofing 09 Bolting 010 Tendon Placement ~ 11 Other Did the architect or engineer authorize changes to city approved plans? Yes 012 (Listed Below) No ~13 Description and location of work completed: - Observed the soils in the bottom of footing excavation for new dust collector slab. The contractor removed the soft wet fill and old fill down to what appeared to be natural soil. The contractor removed approximately 6" on the west side of the north end of the footing and I' on the east side of the north end of the footing. The soils appear to be suitable for the designed footing bearing pressure. - Observed the placement of rebar for footings of the dust collector slab. The reinforcement appeared to be placed in general accordance with approved plans. List tests performed: . Are there any discrepancies noted from this day's observations? Yes 014 No ~15 . Are there any outstanding discrepancies on this project? Yes 016 No ~ 1 7 . If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the UBC, except as noted above. Signed: Print Full Date: 7-20-06 Thomas R. Loosbrock I.D. Number: 1136593-49 Name: (White copy to Braun Intertecfile. Blue copy to General Contractor) ep-eng\sys\frm\specday1 BR~UN INTERTEC Special Inspector Daily Report City of Prior Lake Page of Report Number: 3 Date of This Report: 7-24-06 Project Name: Oakridge Elementary School Project Address: Prior Lake, MN Client: Project No.: LC06-3676 Client Project No.: Weather: Temperature: Inspection Coverage: 02 Masonry r:8J3 Rebar Placement 04 Foundations 06 Welding 07 Concrete Placement 08 Fireproofing 09 Bolting 010 Tendon Placement r:8J 11 Other Did the architect or engineer authorize changes to city approved plans? Yes 012 (Listed Below) No r:8J 13 Type of Inspection: o I Continuous r:8J5 Periodic Description and location of work completed: - Observed the soils in the bottom of footing excavation for new stoop on east side of school. Performed random hand auger probes in the bottom of the excavation and the soils appear to be for the designed footing bearing pressure. - Observed the placement of rebar for grade beams on the north and south ends of the stoop. The reinforcement appeared to be placed in general accordance with approved plans. List tests performed: . Are there any discrepancies noted from this day's observations? Yes 014 No ~15 . Are there any outstanding discrepancies on this project? Yes 016 No r:8J 17 . If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the UBC, except as noted above. Signed: Print Full Date: 7-24-06 Thomas R. Loosbrock I.D. Number: 1136593-49 Name: (White copy to Braun Intertec file. Blue copy to General Contractor) ep-e n9 \sys \frm \s pecday 1 BRAUN'. I NTERTEC Special Inspector Daily Report City of Prior Lake Page of Report Number: Project Name: 4 Oakridge Elementary School Date of This Report: 7-25-06 Project No.: LC06-3676 Project Address: Prior Lake, MN Client: Client Project No.: Weather: Temperature: Type of Inspection: o I Continuous 1ZJ5 Periodic Inspection Coverage: 02 Masonry ~3 Rebar Placement 04 Foundations 06 Welding 07 Concrete Placement 08 Fireproofing 09 Bolting 010 Tendon Placement 011 Other Did the architect or engineer authorize changes to city approved plans? Yes 012 (Listed Below) No ~13 Description and location of work completed: - Observed the placement ofrebar for grade beams on the north and south ends of the stoop and footings for new stoop. The reinforcement appeared to be placed in general accordance with approved plans. List tests performed: . Are there any discrepancies noted from this day's observations? Yes 014 No ~15 . Are there any outstanding discrepancies on this project? Yes 016 No IZJ 17 . If yes, see attached Summary Sheet. ~ To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the DBC, except as noted above. Signed: Print Full Date: 7-25-06 Thomas R. Loosbrock I.D. Number: 1136593-49 Name: (White copy to Braun Intertecfile. Blue copy to General Contractor) ep-e ng \s ys \frm \s pecday 1 BRAUN INTERTEC Special Inspector Daily Report City of Prior Lake Page of Report Number: Project Name: 4 Oakridge Elementary School Date of This Report: 7-26-06 Project No.: LC06-3676 Project Address: Prior Lake, MN Client: Client Project No.: Weather: Temperature: Inspection Coverage: 02 Masonry ~3 Rebar Placement 04 Foundations 06 Welding 07 Concrete Placement 08 Fireproofing 09 Bolting 010 Tendon Placement 011 Other Did the architect or engineer authorize changes to city approved plans? Yes D 12 (Listed Below) No ~ 13 Type of Inspection: o I Continuous ~5 Periodic Description and location of work completed: - Observed the placement of rebar for foundation wall of new stoop on the east side of the building. The reinforcement appeared to be placed in general accordance with approved plans. List tests performed: · Are there any discrepancies noted from this day's observations? Yes 014 No ~15 · Are there any outstanding discrepancies on this project? Yes D 16 No ~ 17 . If yes, see attached Summary Sheet. To the best of our knowledge, work inspected was done in accordance with the approved plans, specifications and applicable workmanship provisions of the UBC, except as noted above. Signed: Print Full Date: 7-26-06 Thomas R. Loosbrock I.D. Number: 1136593-49 Name: (White copy to Braun Intertecfile. Blue copy to General Contractor) e p-e ng \s ys \frm \speed ay 1 ',,,-- .... ~I'I~, ~I~i~ J .,.;. ---~.. BOSSAJU>T ~-.rORATlON PrqfusWnal CmJStnICtion MOI1O&ers /' /00 6 -- / FAX '!'KANSMIJ.'.l'AL DATE: Jme 1, 2006 REGARDING: OAKRIDGE MIDDLE CONVERSION COMPANY: PRIOR LAKE BUlLDINGD~Yl. ATTENTION: BOB HUTCHINS FAX NU1v.(BER: 952/440-9678 FROM: TOM GINTER NUMBER OF PAGES (INCLUDING THIS COVER SHEET): 3 ORlGINAL TO FOLLOW BY MAIL: YEs: NO: X COPIES 1 DATE NO. SHTS. DESCR..lY lION OS/25/06 I 2 WOLD'S RESPONSE TO DEPT OF LABOR & INDUSTRY QUESTIONS REMARKS: BOB, pLEASE LET ME KNOw IF TIIERS IS ANYTIllNG ELSE YOU NEED ON nns. I WUL HA VB TEE SPECIAL INSPECTIONS sCHEDULE TO YOU IN THE NEXT FEW DAYS. THANKS, TOM ~, ;r.. 1'#1"" ~ ~ ~ Tl~ 5 If you do not receive a full and/or clear copy of this fax, please call or reply by fax at (952) 831-1268. Thank Y Oli. at (952) 831-5408 8585 W~8r 78rh St'f'#.l~t - Suitl: 100 - MiNt4tJpolis. MN 55438 - (952.) 631-5408 - F(lIC (952) 831.12.68 CMAA Sll 'd 68VL'ON d~OJ lO~VSS08 l~d80:S 9002 ,[ 'unr B~ Fi re/ --..-:--- Brothers Fin: P. ""'lc......~n Elk River Office 9950 East I-{jghway 10 Elk River, iYJr; 55330 Sr. Cloud Office 600 25th Ave. S., Suite 105 St. Cloud, i'vIN 56301 Duluth Telephone: 218-727-3996 Fa.:,: 763--141-5010 Telephone: 320-229-2990 Fa..'c 320-229-2970 LETTER OF TRt\NSl\iIITTAL TO: CITV OF f~Io~ Lt1/(E DATE: 7 ' ) O-(;J b ATTN: f.f.;J:((JWltJ- 'fJEPT PROJECT: o ItK ttrJ613 fV1IIPLC ""c.; C /fOoL ' WE ARE SENDING YOU: SHOP DRA WJNGS FOR REVIEW AND COMMENT SHOP DRA WJNGS FOR REFERENCE AND COORDINATION SHOP DRAWINGS APPROVED BY AUTHORlTIES HAVING JURISDICTION HYDRAULIC CALCULATIONS Iv1ATERlAL / EQUIPMENT SUBIvullAL (SAMPLE'S) CLOSE-OUT DOCUMENTS I cHECK Fo~ fEf<..Mtr ADDITIONAL COMMENTS: fLE f1Sf. t1nlL. tE~I'1;J. r T (-f hfll I( YC'l/ cc: -~~~ SIGNED: ;SHAWN K....\OELBACH PROJECT i'vIAN AGER hu\ vn: ichrorher:;rire. C~)m -:_~ ;-Lue.f:2J1Imall1l{J Jeszrm / [nsratlation .ctzJDemons _'.j. !jour c:nefT!etll1' .'j'enJ/ce '::'''''' l1t:vazr ) - - ~ Brothers Fire/ Elk River Office 9950 East [-1i.ghway 10 Elk River, :VIN 55330 St. Cloud Office 600 25th Ave. S., Suite 105 St. Cloud, Ml'.J 56301 Duluth Telephone: 218-727-3996 Fa..x: 763-441-5010 Telephone: 763-441-2290 Fa....c 763-441-5010 Telephone: 320-229-2990 Fax: 320-229-2970 Brot:hers Fire P. ..;'c.Ction V R ffJ.\.! ~ If 1_';J 11.1 J_ JUl ~ 7 ,aJ/~~ !~ LETTER OF TKANSMITTALBy TO: CL T( 0 F ff-.Wf( Lf}Kt DATE: 7-6"0(3 ATTN: ~U[i()[(VG- OEtj- PROJECT: Of}!\ I.j'tJCrE I1Jf}!JtE :s c 1/fXlL. WE ARE SENDING YOU: 31 SHOP DRAWINGS FOR REVIEW AND COMMENT SHOP DRAWINGS FOR REFERENCE AND COORDINATION SHOP DRAWINGS APPROVED BY AUTHORlTIES HAVING mRlSDICTION HYDRAULIC CALCULATIONS 'J: MATERIAL / EQUIPMENT SUBlvfITTAL (SAMPLE'S) CLOSE-OUT DOCUMENTS ADDITIONAL COMMENTS: f'Lt~ E C7lGL W / f'f/..t1.J..T Ft=.~ cc ~~ SIGNED: WN KADELBACH PROJECT wIANAGEJi ';n Cl\VW (/.. bro therSTire. com )'Llle.f . 2J'timaling, Dwgn / [mladation ;rmtJeaion.f / ::4 !-Jour Emergen~1' ,)'ervice (!.-N Repair ~ Brothers Fire/ Brothers Fire P~n Elk River Office 9950 East .Highway 10 Elk River, M:N" 55330 St. Cloud Office 600 25th Ave. S., Suite 105 St Cloud, M:N 56301 Telephone: 763-441-2290 Fax: 763-441-5010 Telephone: 320-229-2990 Fax: 320-229-2970 FIRE PROTECTION MATE~~ 1. PIPE 2. 1i'lTlli~GS 3. SPRINKLER HEADS 4. VALVES 5. SWITL.t.U!.;S 6. HANGERMATERIAL 7. MISC. PRODUCTS Duluth Telephone: 218-727-3996 Fax: 763--441-5010 JaJe.r / Estzmattng / Deszgn / Instaliation / inspections / 24 Hour Emerg,enry Jf1TVice eN &.Dazr PIP~. ~~ :;-0 SuhmittaR Dat~( fI~E..et ()! r f r.tE Ot.. LESS Sch edu f e.1 0'/ S ch ed u i e-40' Fully Listed and FI\I Approved Sprinkler Pipe "- \ , , ........ Wi,en y"u .\p.nily SLhnJII!c.10ISLhetlule.40 ~prilll.:C, pipe )'\111 ~'I'JL li,ICt! allJ nl ;\ppr\lvet! rfllJIIL"1. Allhullgh illCSC prlltlll...:r.:l UO nut req\llre $Crilflllc ;JPP". v,lle: ,~;..:hcuuk.I{}/Sl:hculllc...\O K'V~.\ YUIllhe elfrJ 'illalil)' O\'\lr;I';L< Y"u .JOI1"",J Cur 501..10 (! !I:.' _ 2") ripe .rou 5ch,40 (I" .. 2 I/l"I!';!'e h,ve I'as.\(U rhe sall\e Ih"r:'"~h IJh I",jll~ a.' IIlI1 Oil,,: ii.<Ieu pipc I"\lUIICII. ,)IIU ICcrive l'uilluic lIIill illSpeLlillllS fll"" buill UL alllJ 1';"\ "I:elll.\ III en.'u," e'''''I.'len' 4""lily. Galvanized Pipe Schcuulc IIlIScheuulc.4U prut!lIcl cnll he "hul.dip" galvallileJ Iu lOeel HI le'l"irClllclIIS (\lr dry ,y~tc1l\s in ;'cellruancc wilh the tine cl)alil)~ .'pcr;f'e";,,,,., u( ASHI ^ 12). Superior Coating Oll( ;ldvi.ll\L:cd 1\J1l1\ula ludl \:(I:lli"t; o{(cr.'i;~ dean. dllr;Jldc ""facc. II is ,,1m l'ail1l.rrauy IIII' (11.""11\ CIIIII' 'l'plie;lIilll1,' 'IIillll,"i:'pcci,,' rrcparalin". American Made ~leclS "Bu)' I\'"CIIOII" requi'elllclIl ",," " "v;.i"'hle Ih'''u~h ui."riblll"" ill Ihe USA. (a",u" a"u M",iw. Speclflcatloflll 8. Approvalll Seheuulc.IO/Scl1C\I;,lc.~(] pipe IIle ill C1l1l1l'liallce with the fllllllwillg; ASTM A 1)5 allU NI'PA I J. 011111 ripe prllullel~ .have II Will killg rro.\\lfe ralillg IIf .1II1I1'sj 1I""iIlIUIII ""u illslI lI\ect Ihe IIringcIIlIC4uirclllcllt (ur Ihe fll/lUIVill& les\s: Wclucu Oll(IcIS. IlyJrtl.'tI~llic Prcs.surc. Side Willi Rllplurc, Vibriltioll Te.o::;(. Product N omtnnj Wl/Ft /'IPS 1.0. .1" 1.0'19 1.6l;J0 - 25 25.0 2.5 - -------.----------- J 1/1l.' 1380 2270 .32 35.1 4.36 .11/2" 1.610 2.720 .40 40.9 4.0 ------- ----- 2 " 2.01i7 3.650 .. 50 52.5 5_4 -ilT';;; :i:4-G9-'S 790 .65 62.7 8.6 Wt/FI H,O Filled 2.05 3.05 2.93 4.36 3.61 5.37 5.13 7.63 7.86 II 73 Pea; WI/Utl 2:1.' 2<\70 1.120 2fl3l 1103 2::013 11.'10 2300 ~0<l3 2310 WI/lilt 24. 2822 1280 2778 1260 28,2 1103 Wljlltt 26. 2940 1334 2894 1313 2992 l35 r :.>7.,3 J"'2 lilt 70 70 51 51 4<1 4<1 30 30 19 1!-l l'..).1H ?S2f~ ..011. :<640 1.197 .~.; :SO ':'247 Product NPS Wl/FI ~ I.D. -.-------.-- . 1" 1.u97 1.400 -/.:.. ';:'79 2.1 - - ---'--.- -. - -----.-.-- . J.'./-1'" ,1":2 L8:l0 2.52 51 I . 32 "O;~____..2.2._..__2.~?_~_._._..~__ .II 1 1/2-. ... f:"~i2 :2.080 3.0.1 61 I ::.....10 __.~3.:~____.:!...1 <1 52 fi1 .:<" 2.157 2.640 '1.22 37 :.~~..__.~~~_ 3.9 6.28 37 .21/2" 2.635 3.530 5.U9 30 .65. 136.9 5.3 8.77 30 --- -------.------.-- 3.260 4.330 7.94 19 82,8 6.<1 11.82 19 -.----- ..t.I.. 4.260 5.61.0 ].1.78 19 . 9U 10E1.~' [3.::1 J.7.53 1.9 -"---.-.--- ------..--.--.------..------ . 6'. 6.357 9.290 23.03 10 .150 161.5 13.8 3427 10 --.-----. .8" 8.249 16 '19 <10.15 7 .200 :':09.5 2-1.5 59.75 Nominal. . 3'. . UO Wt/FI H20 Fllleu :1.81 2.70 P"I Lift WVltrt 2::1.' ..- ... ~.. --j05:: 1.iC.'3 91 '0.'1-\ J213 2319 l052 2664 1208 2051 930 2224 ]00,' 1.728 7B'1 223U 1015 1951 885 24"2.'1 PrOlect: 1100 Engineer: Lociltlons. W'/l.Irt 2'1. "'l/UIt oli=;' 3-185 :"_;85. .. -----..- --- .6601 2.'60 1.....'1f' ) :;;> --.--..- .3C~5 ..,.,........ 13l:1l 1439 234'1 24'12 106.1 1108 25'12 2648 1153 1201 1975 2057 896 933 2558 2665 1160 1209 2230 2322 1012 1053 2i.70 2885 1256 1309 S"flnkler Contractor: SpecillcallOn Relerence: Commants: SIJfl'j..l Ilete t\l1lrricm l\lhe Jilt! I'ip<, I\"i.1S :Jrquir{'d :,)' l'l! . .Iilli, ;IIIU (:uIIUIIII"n f-tl'("ary I. 1')'17. Tht ClIcillrcn<l li~ld"all ,"d ,11I1I,IOI'u 111111 r""lily IIr rruullcls ullllOn~I, thry h~yt dUTen:lI( 11:JllIL:S urr the ~':'II1C In all re5~~l"ls ",;111 rcCaru III ,lrcllgllI, \l'<i~hl, ""llIlIt cuunl. lilli"., I , 1'. '......., . r< . ._, ;.1nU "'f'l'ltlt"U.,. I.ur t,'t,Ullj>lC, Jlrl1~l-rlll'" anti ,)lljJU I'IU "rc Ihe 5amf I'rllUllrI ns an 1l)'1I:llhrclIu "lid SIIPtf .0. XL II 1I1""\lfaclurc:1 willi blrr;ur ~,Ivllllltrd roalilll:. D1:r i.\ 1I1001lllfOlelllrcu wilh llIack I;mluer cualing, (QL) 7Ul!~ ~. (UIC) ~ ~ '~/ ll'l.d Ar.PIO...d Lilli., Uill~. :jY~iIAfn TYIJe: ---~-_.._-._.__.- .-- --~~-----_.- ,"". .... :f I' fJ:t f' f () /( LE-S-5 ac edUle.l0~/Schedul.400l Fully Listed and FM Approved Sprinkler Pipe When YOU SPeci fy S'hed~ Ie-I 0 ISched u I e-40 ,'prin llor pi pe yoU gee Ul- Ii"'d and PM apProved product, Although these prud"" do po, "qai,' "P'OI" approval" SCIi,dule-IOISche.iulc_4D giy" yoU Ihc OX"" q"li,y '''u"p" YOU demanQ, Our Sch-I 0 (1-1/4". B") pipe · rnJ Sch-40 iI ". 2 -1/2") pi p' have P""'d 'he same tltorou ,h lab tea';n~ " our Odlet liSled pip' prod"", aud ""Iv< peModic mill i",pec!:o" from bO'h UL and FM '8"" [a <P'IlrC ,onoi"'nt qUalily, Mt":I:; "B~y American" requirement PrOduct Nomllllll WtIFt WVFt Pet.' WVUn 1'1fVl.Jtt WfttJIt NPS I.D. IhO !,!;:~rj Utt 41,' :':4' 215' ,''1~ :5 llY4ilab!~ through 4i~;ribuwrs j,' . ----- ._~.- K 1- 1.097 1.<100 :U:ll 91 2P7!" 3053 3185 lhe '';,...J ',,-',..1;u1U uno ~i{':'<: i,:o. .. 25 27.9 2.1 2.70 e: 1"L3 1385 H45 I · 1. 1/4" 1.44;2 +.a~o ~.S~ ~. "'\.,: ~\ 2664 27/50 ! I',. ~. .. 32 36.6 2.7 3.T~ ~ .'!, 1.0~:.: 1:.208 125:2 " '. , . -:T,. J~. '1:', . UL:' ~ ~ 1(:2" 1.682 2.080 3.04 61 2B~4 3045 3172 Scncqule-t 0 ISchel1Ule-tg pipo ~re in ..40 4:2.7 3.1 4.52 151 l.:wa 138:1. ~439 complil'lnce with ~hc follpWing; ~ 2 " 2.157 2.640 4.22 37 205..1 2344 244~ ASTM A.-135, and NFPA 13. ..50 54.S 3.9 6.28 37 930 1063_ 110e 80th pipe products have a working pressure x "2. 1/2- 2.035 3.530 5.8S :;10 2224 2e42 :Ze~B fating or 300 p'1 mlUimwm and lll~o ...65 ~6.g !5.3 B,77 ao lOCi 1:1 OJ 1201 mact the 3t1'tngcnt requirement for the .3' ~.2eo 4.3:30 7.514 11f ~7~B li7es 20/57 ... 60 8:2.8 e.4 U.a2 19 78~ aGe 933 followhli (e:lls: - U.78 HI 2238 2~5a 2el!6 _ 4' 4.~BO 5.610 . Welded Ourlets ...~O 108..2 8.3 17,53 19 lO.1!l 11150 12~ · HYdronatic Pres&~rc ~ 6" 6.357 9.290 23.03 10 1951 2230 2322 . Side Wf1J! RUp[ure ..150 161.. 5 13.8 34,"2.7 10 88s 1012 1053 - · Yibnuion Te:it JI 0" 8.;249 16.490 40.:1.5 7 2424 2770 2885 @! ~ .---., 1309 ~ .. 200 209.5 24.5 39,75 7 lWO :1.256 ~- iJIo.... ( '- ~. dlied 16100 S. Latnrop 1..:1.350 Norcom Ra. 2525 N. 27th AVfj. CII'~" SHYlo.: l\Iar t CONwr r H I\rvfty, Il 504:26 Ph1lllcletphia. fA 19164- Phoenix, AZ 80009 1-800- Trn .6:210 " .... ..,.,....."...u........... f'liis 708-339-1.806 I n'''rj''lW<lkl UioI.I:"'l.IHl/I>M/P1~ I . . Schcdu le-l 0 l'sch!:dI.lJe-40 produc t can be "hot~Qip" gill van1:l;ed Co mee: FM requircmen~.s for dry SYSlc:m5 in accordilnC~ with che zinc COilting specificAfiQn~ of ASTM A-J23. I Superior COdling, Our advanced formula mill CO~til1g offers II clean, Q\..jrable sUrfAc.e. It is also Pllim-re<ldy for CIJ:;~QO') color appllcolions Without :lP~cial prl:Pcunrion. - Prr.d~~T ~om'~ Wt/Ft Wtlfl Fea; Wl(U't Wt/l.Jft WVUtt NPS 1.0. H2O FTI/e<l Lift .:z:1' 24' 2.5' - . 1'" t.049 1.t~80 2,05 70 247Q 21322 2840 .. 25 26.6 2.5 3_05 70 1:1.20 1280 1334 . x 1 V4' ~.380 2.270 2.93 5~ 24~l 2778 2894 :..32 35.1 4.36 4.36 5:1. UOJ 1260 1313 - . :. ~/2'- 1.610 2.720 3.Ql 44 2513 2872 2992 * 40 40.9 4.0 5.37 44 lHO :t303 1357 . 2 . 2.067 3.650 5,13 30 2300 2Q28 273a .50 52.5 5-4 7.63 30 4.043 1192 12,.2_ · 2 ::'/2. 2.469 5_790 7.8q t9 2310 2640 2750 .66 62.7 8.6 :1-4..73 19 1.048 1197 1247 -- I ~'..:.c:Y ,. - ,<!,.' . .' ~":. l.:,. ~;.:'., ;;~ J/11 'TIN GS . .,- '- n ictau liC~' An 'j5a' 9001 certified company ~:r:-. PRODUCT DESCRIPTION FireLockTo\! products comprise a unique system specifically designed for fire protection services. FireLock fittings are a CAD-developed, hydro- dynamic design which have a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain the same flow characteristics as standard full flow fittings. FireLock Style 005 rigid coupling has a unique, patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. The FireLock system provides rigidity for valve connections, fire mains, long straight runs. Support and hanging requirements corre- spond to NFPA 13 Sprinkler Sys- tems. Angle-pad design permits assembly by removing one nut/bolt and scissoring the housing over gas- ket. This reduces components to handle during assembly; speeds and eases installation on pipe grooved to Victaulic specifications, FireLack FitUngs are designed for use exclusively with Style 005 Fire- Lock Couplings. Use of other products may result in bolt pad interference. MATERIAL SPECIFICATIONS ~ Coup1:ng Housing/Fitting: Ductile iron cC'r~"Jrming to ASTM A-536 C,..upling Housing/Fitting Coating: Orange enamel :', ')ptional: ..,~t dipped galvanized Coupling Bolts/Nuts: Square necked, rot,,,t treated ca:bon steel to ASTM A-449 o uptionaf: Z,nc plated to ASTM 8-633 FLC\.'" DATA Coupling Gasket: o Grade "F;" EPDM ' Typ" Po. (Violp.t color code!. "';;-('1 c'ck products -have beu., Listed by Underwriters Laboratr.;~s Inc. anj Approved by Factory ML~: '.11 Researc>:'Dr wet and dry (oil free air) sprinl<ler services te 175 PSI (' 200 ;,Pa) u.:;;. '~, the Grade "'::" -: ,';-:! ... ,';:C:::j<,i:;t. r=or dry sel vices, Vicla~iic continLi~:: to recommend"~:~ use of r~..;sh- Searl' gaskets, Pipe Inches/mm . F'ii:'.ior.a~ ~esistance Expressed as equivalent straight pipe _ F8'~t.';,..,,,mel~1 I PIpe Inches/mm Frictional Resistance Equiv, FlJl1I Pipe 900 EI. 450 EL StraIght Tee No. No. No. 002 001 003 larch. Run 6.8 3.4 16.0 6.8 2.1 1,0 4,9 2,1 8,5 4.2 21.0 8.5 2.6 1,3 6.4 2,6 10.0 5.0 25.0 10.0 3,0 1.5 7,6 3,0 Frictional Resistance Equiv. FUm Pipe Nom. Pipe Size 0.0. 2 I 2.375 50 60.3 2V2 I 2.875 65 73.0 30.0.1 3,000 65 76.1 I 3 I 3.500 I' 80 88.9 900 EL 450 EI. No. No. 001 003 3.5 1. 8 1.1 0,2 4,3 2.2- 1.3 0,7 4.5 2.3 1.4 0.7 5.0 2.6 1.5 0,8 Straight Tee No. 002 Brch. Run 8.5 3.5 2.6 1.1 10.8 4.3 3.3 1,3 11.0 4,5 j 3.4 1,4 . 13.0 5,0 4,0 1,5 Nom. Size. 4 100 5 125 6 150 Pipe 0.0. 14.500 I ' 14,3 I 5.563 141.3 6.625 159.0 SUBMITTAL VictaUlic@ FireLock™ System /,,:li~,~~f~:~;'~~~", {' . ,to . ,:'. ~ . ,.:_'" C20 @ <8> For!l'. PIDloctlon ".rvoc:e1 r.q~.Sl DUlloll.., 1.48-aol Patented ( ~, /H~\ : CJ'Pi~ r "dlJ1 ~. / ~~ I For fl'. lHOI.Cllon .s.tvtC8J 'I'Qut:S\ bull.WI MB-eOl JOB/OWNER This product shall be manufactured by Viclaullc Company. All products to be installed in accordance Vltlh current Viclaullc Installalion/assemtll\' rnSIrUCllon, I.'lclauilc reserves the light 10 change preduc! speclficalions, deSigns and standard equipment wilhout nohce and Without inClJrfll1g obllgallons. " System No. Location CONTRACTOR Submitted by Date ENGINEER Spec. Sect. Approved Date. Para. VS-010 ::.MH 8,'93 '/ICTAULlC COMPANY OF AMERICA. P.O. Box 31' Easton. PA '18044-0031' 2151559-3300' FAX: 215/250'oil17 -:J Copyrigh1 1993, '/iclaullc Company 01 Amenca Pril1led in U.S.A. '~I ReaISIE.>u"'ll 11;1I1t-'man<. DI 1/1(\.1'111(: C'.Jrnpanv oj hmeflCiJ D1M'ENSIONS Style 005 FireLock™ Rigid COupling Rated at 1 75 P 31 (1200 kPa) lor wet and dry sprinkler systems; Schedule 10 ro/l grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not permit expansion, Contraction or angular deflection. Pipe Max. Max. AI/ow. Inches/mm Work End Pipe Press. Load End t PSI. Lbs.' Sep. In. ~. N mm For r..~ ~:~\=::~=;: ....r~,(I!J. tOqueSI b;,lIehn J..:S'6:)1 , - ~l-I I ! / _& ( I( / ! ) -dL '~~~, JI: C20 @ <8> . 2% 2.875 65 73,0 3 0.0. 3.000-/ 65 76, I 3 3.500 80 88,9 4 4.500 100 114,3 4~~ 0.0. 4.250 100 108,0 5 5.563 125 141.3 5% 0.0. 5.250 125 133,0 5'1,0.0. 5.500 140 139.7 6 6.625 150 168,3 6% 0:0. 6.250 160 159.0 6';, 0,0. , 6,500 5804 0.16 2. '12 X :::~~ 7.76 '" , "'.' '"'' '.' . '" - WM,o, ,,'. '"" ~,.~ '00' .m "'., ;'om ~ ."m,,", '. '.Om., '00". "".. 00 "~~,, "'''' .... .'". '00'''' ,," ., '"' .oo.~ '" ~_~. ,,"" "m,,", .,'"""."" "'~on1aCl l/ictaL"c lor .oerformance on Olher pipe. ARNING: FOR ONE TIME FJELD TEST ONL Y, Ihe maximum jarnl working pressure ma... be In~:.~seC", 1 '" limes [h., figures showlI. . "0",'" o~ ~, ""'""~ ~, '.'".~ '.-~ '.., .. ~"mom o~'o., '"",. ., m ,~,~" ,"",.,,,~ .'", ,. '~"m '"' ,,,,,.~"~ R~.. ,. "'o~," m. 9.....;0.. eL pjp~ wjll ,..~ ane- :~j( of these va'u&~. WAkN"G '" "0 " ""00' MOST ".." "" ".~-".. '0' ,,,..O~ ""re ''''00''0, "~'..m", ~, rem.... ., ~. w.""". e.,., ',,""... @ Number 01 bolts equaJs nUffiher of housing seg.Ten.:i. :t Meltic thread size bOils (Pla"..;:l) are ,wnilable (co:c; cuded gold) tor all COUpling sizes upon request. 175 775 0.07 J_ 1200 3450 1.7 175 1,135 0.07 1200 5050 1,7 175 1235 0.07l- 1200 5495 1,7 @:;: Bolt/Nut No. - Size Inches or mm Nom. Size 2 50 2.~/.X2Y, DImensions -=----. Apr..:. Inches/mill/meters Vlgt. EaCh Lbs. X y Z kg 3.41 J~ I 1.86 :---. 1.6 87 114 47 0,7 3.91 I 5.06 I 1.86 -- 1.9 99 129 47 0,9 4.10 I 525 1.80 -- I I 1.9 104 133 47 0,9 Actual Size 2.375 60,3 2 - ,*1, X 2V, 2, 10 X 63,0 175 I 1,685 I 0.07 2 - ~.. X 2'1, 4.54 5.68 I 1.86 2.1 1200 1,685 1,7 115 144 47 1,0 - - _. 175 2,780 0,16 2 - ~.1, X 2Y, 5.71 6,90 2.07 3.1 1200 .12735 4.1 145 175 53 1.4 '- rJ.1 - 175 2482 0.16 2 - lOX 63,0 5.50 6.90 2.07 1200 11045 4,1 140 175 53 1,4 0.16 - I 175 4,250 2 - ,,'x 2~~ 6.85 8.66 2.07 4.5 1200 18920 4,1 174 220 53 2.0 175 3785 0.16 6.60 8.66 - I 2 . 12 X 70,0 2.07 I 4.~ 1200 16845 4.1 168 220 53 2.0 175 4155 0.16 6.81 8.66 2.07 - I I 2 - 12 X 70,0 4.8 1200 18490 4.1 173 220 53 2.2 , 175 6.030 , 0.16 7.91 9.12 2.07 5.0 1200 26840 I 4,1 2.V:zX2~1" ~ 201 :~47 ! 53 2,3 I --- I 175 5365 0.16 2 - 12 X 70,0 I 7:60 3.72 2.07 5.5 1200 23875 4 1 193 247 53 25 '-.1 I 9.72' 247 2.07 53 55 2.5 . Firelock Fittjnys ~c to E--j Conlati I/icta'ilic for.df,~ails. C[) @ <8> FDf II,. Pl'OIKbarI ..MCe, , 0 JF~" 0 _.t" ~ =!~ c!. I j r-CI.E~ ~, u' Q Q -~ ~_u,," Q F'II"'lEILaCk a I. ~ :J =1= 1 I Pipe Inches/mm 90. Elbow - No. 001 3 - I - I -- 2 2.375 2.75 1.7 2.00 1.8 2.75 50 60,3 70 0,8 51 0,8 I 70 - 2 'I, 2.875 3.00 3,1 2.25 2.2 i 3.00 65 73,0 76 1,4 57 1.0 76 0.0. 3.000 I 3.13 3.30 2.25 I 2.4 I 3.13 i 65 76.1 79 1.5 57 I,) 79 3 3.500 3.38 4.0 I 2.50 I 3.1 I 3.38 I no 88.9 86 1.8 64 1.4 86 Actual Size C to E Inches mm Weight Each Lbs./kg 45. Elbow - No. 003 C to E Weight Inches Each mm Lbs.lkg Straight Tee - No. 002 C to E Weight Jnches EaCh mm LbS.lkg 2.4 1.1 Nom. Size. 4 4.500 4.00 6.7 3.00 5.6 400 100 114,3 102 J.O 76 2.5 102 5 5.563 4.88 12.6 325 8.3 4.88 125 141,3 124 '),7 83 3,8 124 6 6.625 5,50 18.3 3.5U 11.7 5.50 150 168,:] 140 a,3 139 5,3 140 mE: c;'''= "nO' ... ",,"'~ '" c.. .="".., ~OS"'" "" ""~o" c~""'" U.. 0' '""' """"" "'" ".... "" "" .."""'~ 3.6 1.6 I 3.9 J 1,8 5.3 I 2.4 8.7 / 3.9 .. 15,7 1 7.1 22.7 J 10.3 2 ~ WARD _.. ,0 . . -., ."~ , ' ; ... \~ (.. .J QUAliTY PIPE FilliNGS Made ACcording to American Standards rfI' , ", t .JL . ,..~ i : . . "r.' RU~ed.... Stro:J1 :, "- .__L ',--':':~.i' . J " StraIght Thread SUitabl~ Chamfered Carefu Iy Inspected . · Washed Clean. Rust,Proof Treated OUR TRADEMARK :IJ tI1 Ii.. .! .f ~'''' .. '.'. Y()LiR GUA RANT~E OF QUALITY . /v1ade A CC(p Jli7f: :' ,:) A, m eric an S (,and 8 rds ';mer;can manufaclurers working Ihrough commillees of engineers in coOperation wiih the t./lanulacturers Standardiza, lion Society 01 The Valve and Fillings Industry have d~velop.ed standards'o! s:rength, qualily aneJ dimensions (permitting inter. changeabilily) Which have been accepted by engineers, archl. ~e::ts, Contractors, lederal, slate ilnd municipai authorities. and olher users. The slandar::1s so developed insure Ihe manufac. lure of pipe fillings whiCh are sale lor Ihe services (or Which Ihey are intended, thus a/fording protection at properly, life and health of Our citizens. Th"se standards have been deslgnaled as American Na. lional Slandcrcls by Ihs American Nalional Slanaards Commil. lee (ANSI) WhiCh is :he recognized Nallcnal Standardization bOdy in (he United Stales. :"merican made pipe (illings :ire iden:ified 1::;' the manufac. lurEr'S name or :rade mcrf;, as reqUired bi' these slandarcs. WARD FITTINGS :ire made to and comply with American SlandardSpeCifications in ev!:ry respect. ~~,... :. ~ :'.' ' . ~' .' . ~.'. J , ..... .---,-- , ~.~ .".: "'. .....";,;i~.~~~~.l.;. ! ".L::;~J.~t"':J;!,.;;;'~I: :':./ ~, ."'.. iJ' . .~J: ." . . _.' ~ tJjj .. ,. ~-.~ ";iN..",,: '."~'j . ::):. ' . ". .. : ,J..' ,~l standard Cast Iron Pipe F~ttings Class 125 ; ~ P. C i ~ ! C,3 ~ j 0 n s : :=d. Spec. WWP 501 \JSI 8 164 - FOR DIMENSIONS S.T,t\1. - (ANSI) - A 153 _ FOR GALVANIZING -.IS I B 1,20 1 FOR PIPE THREADS L. LISTED WHERE APPLICABLE S.TM, - A 126 CLASS A FOR MATERIAL ~~~-;~~Te~; ;a~-g-I r OF lei ~5 ~ emp. .. ass L. , pSI i ------.-- "--I I 20 10 150 1~- IJ 200 165 :So 1.:0 :':50 :200 JSJ125 :t,jC!f; ..; II I ""0 --..~--- ----------.-. ~:n"~"ol,,f':: I", ':"'/'" I: 1.:r'll".l::f.:Jl"'t:: "r' 11'_'~~I,r.:J 11'.... Illil~~j;1It':l_' :1 ....l,I"t:lr.U '1,-''':11, .:j' (~I;' :"~::",:LJI~' -"::, '''''I'lel,,'':c loll 1-,_,.:,; --LoLkl:J I"", "'(ll'/ullll'.; ~~I:r""';~~;:1 '_~~~;'~I~_ .:" ~__~ :._I,~ The .iron from which Ihey are made is held 10 Slrict formula by carelul chemical analysis and control. Tapping is done on the most modern types of threading machines. AI/lapping are 10 U,S.A. Stan- dard for iron pipe threads. Straightness and cor, rect depth of threads assured through continuous capable inspeclion, by carefully Irained inspectors. Every fitting is hand sorted and inspected to eliminale defective castings, "WARD" FITTINGS are made strictly to specifications as pUblished by the American National Standards Committee for pipe fitlings They also conform 10 United Slates Federal Specifications, A chamler is cu t Or cast in all openings, permit. ting easy entrance of pipe and preventing damage to the fir::;tlhr:.;ad in r..andling and threading. 8t;cause '.:::,ihe close atlen.lion paidto formula C;Jnlrollog".lher with Ihe use of modern precisioil equipment we are able to prodUce castings of rug. ged stren~f!l andabilHy tomake up light, Can be furnished either black or galvanize'], r:Jwever, ur,' 3SS 01 he, "vise specified, blao. will uo;? furni3h<::o MET AL 0.0. BAND THREAD THICKNESS SIZE BAND WIDTH LENGTH MIN. i: ,170 .420 J60 .11.0 Ii 1 loC .460 400 . \20 " 'I 1::80 .540 470 130 'I . 1.(;70 .600 540 - 150 :, 1.:/90 .660 .620 170 ' I.'~ 211:.10 .7:10 710 .180 1 'f, 2.720 790 740 .200 2 3.J20 880 790 220 ?" 3.'JOO 980 960 2~O . /, J " 060 ~ 1.040 1.020 260 J 'I, ,.2~0 1.100 1070 ~ 00 4 5[130 1.160 1 120 J10 - SPRI~KL-ER HEA_-OS -" ." ""--" "-,,, ".- Product Description Reliable Models F1 FR and F1 FR Recessed Sprinklers are quick response sprinklers which combine the durability at a standard spnnkler with the attractive low profile of a decorative sprinkler. The Models F1 FA and F1 FA Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1 FR and F1 FA Recessed spnnklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of speCial flUid hermetically sealed inside a precisely manufac- tured glass capsule. This glass bulb is speCially constructed to provide fast thermal response. The balance of parts are made of brass, copper and beryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied. the liqUid ex- panas, forCing the bubble smaller and smaller as the liqUid pressure Increases. Continued heating forces the liqUid to push out against the bulb, causing the glass to shatter, opening the waterway and allOWing the deflector to distrib- ute the discharging water. The temoerature rating of the spnnkler is identified by the color ot the glass bulb, TheAeiiab~eAutomaticSprinkjer'C'J..lnc.525 North MacQuesten P3rkway, Mount'jernon. New'brk -:0552 ~:!~~ -<<-.- ---';1---' ._ _ ; Rellabl~ ---- Model Fl FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector ModeJ F1 FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Deflector Listings & Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) 3. Certified by FM AjJprovals 4. Loss Prevention Council (LPC, UK) 5. NYC 8S&A No. 587 -75-SA 6. Meets MIL-S-901C and MIL-Sm 167-1 7. Verband der Schadenversicherer (VdS, Germany) 8. NYC MEA 258-93-E UL Usting Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Bulletin 136 Rev.L Mode~ F1 FR Model F1 FR Recessed Quick Response Sprinklers ill s.. ~ S' ......... w CJ) ::0 (I) :< - r- - ~ .~ ,t-. _) ":...Jt '#.'~> &~:~L;~;;'_ '~ ~ \,'<i.- Pendent Upright Vertical Sidewall Conventional Horizontal Sidewall HSW 1 Deflector Recessed Pendent Application Quick response sprinklers are used in fixed tire protec- tion systems: Wet, Dry, Deluge or Preaction, Care must be exercised that the onfice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards ot the National Fire Protection Asso- ciation or the approving Authority Having Jurisdiction. Quick response spnnklers are Intended for Installation as specified in NFP A 13. QUick response spnnklers and stan- dard response sprinklers should not be Intermixed. Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model 0 Sprinkler Wrench Installation Data: Sprinkler Type K Factor Sprinkler - APp~va~ Sprinkler Identification Standard-Upright (SSU) and Pendent (SSP) Number (SIN) Deflectors Marked to Indicate Position US Metric Height Organization I SSU SSP y.," (15mm) Standard Orifice with y," NPT (R7o) Thread I 5.6 80 1.2,3,4,5.6,7 R3625 R3615 .2)," (2Omm) Lar(:Je Orifice with y." NPT (R%)Thread ._, Rn 115 1,2.3.4,7,8 R3622 R3612 - lY (17mm) Small Orifice with " NPT (R,Y;:) Thread 4.2 60 1.2,8 R3623 ~13 y." (10mm) Small Orifice with "NPT Rl:; Thread 2.8 40 1.2.8 R3621 ~11 10mm Orific:e XUi with RYe" Thread 4.2 60 4.6,7 R3624 R3614 I Convention.ilnstall in UPriqht or Pendent Position I 10mm Orifice XUi with RYe Thread 4,2 60 56.1mm R3674 15mm Standard Orifice with X:" NPT (RX:) Thread 5.6 80 56.1mm 4,6.7 R3675 20mm Laroe Orifice with %" NPT (R3A )Thread 8.0 115 58.4mm 4.7 R3672 Upright Pendent ~' ~.~ j !t.i . \..,. - It ~ . :". ..:... ;.(.' '" Conventional Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor US Metric Sprinkler Height Approval'1 ) Organizations 70" (15mm) y," NPT (RY2) 5.6 '%" (20mml X" NPT (R%) 8.0 I XB" (11mml y," NPT (RY2) 4.2 I Y." (10mm) X" NPT (RV2) 2.8 I 10mm R% 4.2 (1) Refer to escurcheon data table for approvals and dimensions. 80 115 60 40 60 2.2" (56mm) 2.3" (58mm) 2.54" (65mm) 2.54" (65mm) 56.1mm 1.2.3.4.5.7 .8 1.2.3 1,2.8 1.2.8 4.7 Sprinkler Identification Number (SIN) R3615 R3612 R3613 R3611 R3614 2 1/"- HOLE Olol. -1. - [47.2_1 , It""..".. ~ {4P.2mmJ --- (-'~-1 ~=-S5!!!=- 'r -- = ~ "" ~ ,- x 1/2" REr1/JCER AGAINST SPRWK1ER - - 1 WfIPICH ooss~'" ;- 'b...... (/-; . ~/87//8.'l' -'-~, _~ t ! , f ~ FAa or "mAIG ra{IJ ~") I l' o~ J I V'~/%;;j ~ CEIUNG fllli7tSX7tt ---1-, A I ~ ,;;:;., -' r T~ COUAR uN11/. IlCHT 2 27/>>" Da [72.2mmj .' 51!iRXJ1D (() F?EFFR TO ESCUTCHEON DArA TAl:iI.C FOR ~ AND 01. :l .JO.. ol.. ') JJ.J1odel F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model 0 Sprinkler Wrench InstallationPosition: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: I Iw- I Nominal Orifice Thread Size K Factor us Metric Sprinkler Height Approval II Sprinkler Identification- Organizations Number (SIN) - ---..-..-" ~ "- W' NPT (R%) 5.6 80 2.2" (56mm) 1. 2. 3, 6. 8 15mm %" NPT (R%) (1) LPC Approval is for Pendent position only. 5.6 80 2.2" (56mm) 4(1) R3685 Upright Pendent Deflector to Ceiling Dimension (Min. - Max.) 4" - 12" (102mm - 305mm) 6" - 12" (152mm - 305mm) I J Orientation Vertical Sidewall Model F1 FR Quick: Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model 0 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size US Metric Sprinkler Length Approval Organizations and Type of A"I" rei Light Ordinary Hazard Hazard Sprinkler Identification Number (SIN) K Factor X" (15mm) 12" NPT(RV2) 5.6 80 2.63" (67mm) NOTE: UL and ULC Ustlng permits use with F1 or F2 recessed escutcheon, 1 ,2,3,5.8 1,2.5.8 R3635 '''''',,/'' ~I Horizontal Sidewall ., 0. Installation Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard response sprinklers should not be intermixed. The Model F1 FR Recessed Quick Response Sprinklers are to be installed as shown. The Model Fi or F2 Escutch- eons illustrated are the only recessed escutcheons to be used with the Model F1 FR Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties. When installing Model F1 FR Sprinklers, use the Model 0 Sprinkler Wrench. When installing Model Fi FR Recessed Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Use the Model RCi Wrench for installing F1 FR Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinkJers. Temperature Ratings Sprinkler Classification TemDerature oc I OF Max. Ambient Temp. Bulb Color Ordinary 57 135 100"F (380C) Ordinary 68 155 100"F(38"C) Intermediate 79 175 15O"F(66"C) Intermediate 93 200 150"F(66DC) High (1) 141 286 2250F (107"C) (1) Not available for recessed sprinklers. Orange Red Yellow Green Blue Escutcheon Data Escutcheon AppovaJs Adjustment "A" Model Dimension F1 1,2,4 %" %" (19mm) (19mml F2 1.2.3,4,5,7,8 Yt 1- 1" (13mm) (25mm) %" R=' 1,2 Fully Recessed 16 Pusl'Wn/ - (11mm) Thread-off 1,2 Fully Retracted I 'X'" 124mml Faceot Filling I to Ceiling a Wall C:.. ~....;... I ;{6" - 1~6" !5mm - 24mml 3(6" _lXe" (5rrm -17mml Maintenance The Models F1FR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gen- tle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stack of spare sprinklers should be maintained to allow quick replacement of damaged or operated spnn- klers. Prior to installation, spnnklers should be maintained in the original cartons and packaging until used to mini- mize the potential far damage to sprinklers that would cause improper operation or non-operation. Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSWi) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes (1){21 I Standard Finishes I . .. Sprinkler Escutcheon Bronze Brass Chrome Plated Chrome Plated (3) White Polyester Coated White Painted (3) I Special Application Finishes -J I Sprinkler Escutcheon J Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Satin Chrome (1) Other finishes and colors ar.e available on special order. Consult the factory for details, (2) FM Approvals is limited to bronze and brass, chrome or black plated finishes only. (3) FP Push-on(J1Jread-off escutcheon Ordering Information Specify: 1 . Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Rnish 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Note: When Model Fi FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. The equipment presented m this bullelin IS to be Installed in accordance With the latest pertment Standards of the Nallonal Fire Proteclion ASSOCiation, Factory Mutual ResearCh Corporation, or other Similar organizations and also With the proVISions 01 governmental codes or ordinances whenever applicable. PrOducts manufactured and distributed by Reliable have been protecting life and PfOpenyTorover 80 years. and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the Unltea States. Canada and foreign COuntries. Manufacturea bv Reliable The Reliable Automatic Sprinkler Co.. Inc. 1800)431- 1588 Sales Offices ( 800)848-6051 Sales Fax (914 )668-34 70 (:;orporate Uffices .vww.reilablespnnkler.com Internet Aadress @ .1ecvclsa Paoer ,1eVlslon lines malcate Updated or new aala :'::G. Printeo in U .S.h. ~,'03 :'/N':'J:J::I':'J':'JrOO27 VALV~S ! ~ ! -Hex shape for installation with wrench - -Fire safe DIMENSION~ I SIZE...A 8 I 1 I?" V ;/~'l I . ~ ~ ~ I 0.9~8- .' 094" '. 1/2" x 3/4- I 1.," 4 1/2" x 1" I 1.73" 094 1/2" x H/2" 2.24" O.9~ 1/2" x 2" 2.76" 0.94" -IPS · Flow indicJtor with or wit.hout built-in j 12" restricted orifice for inspector's test flow of 200 psi, fire spr'inkler systems I" IPS & 1-1/4" IPS sizes SIZE 1" DIMENSIONS A 8 C 3.91" 1 .25" 1.25" i i ~ &~r ~ \ \: , " ,-". ,\. -'~~':i-lt1 ififr< 1"<; " , / ..... ',' "1,1,1. /1 , ", ", ' " . ~i:;I~V:~ i '~I;IIIII'; u . - '.. ~lli:"r'li:'i ';'!:ii'I,J:11 / 1,iIIJ;III!'I~ ;::.-j>,;-" /. -: ~ "';~r' g;~--- '~ - -----..., , y J.. MATERIALS l PAnT BODY _ CUlAI'l1lNG SIGH T GlASS SEAL GASKET c t 8 t MATERIA' BRONZE BRONZE ACRYLIC PvC FIBEfl J A ~ j (iPlJ '----'" .Feature~ ea~y-view sight glass that can be pesieioncd eit:r."" vert.ically or horizontally in the sy:;tem_ ~ .Avail;:;,ole in I" or 1-1/4" N,P.T. slze~ -Single in!pf - s.ingle Outlet -Brass and stainless steel cons-cruction with teflon seats .175 p,s.i. i ---------....--- 800-854-1015 r-.: B m~-'r=A-; - ..'] " ;f\~Fi5~--iX\ - ,~-<.-:-n~3QI '\:j~ Y"'~"" -Permits inspector to check acculdCY or replace gauge without shutting down entire line . '/-'1" iPS -200 psi A DIMENSIONS .<\ B :2.56" I 2.05" MA TERIALS PART liAllBl E NUT /lAME PI AT. HIINO WU~EL I'ACI'.II'IG Nur I ;UrlO PACKING :;TfM flOOY MATFRIAI IRON ^ L UMINtlM - - cAsiiRo"i _ HRAS_~ ROn (..RAPI II rf - BRAc.~ mo CASrBA~SS rz0'~~/}~, 1< -I j. 1. SIZE 11/4" C 1.65" c \ .-( \N\N\N-argco.caf'n if=AX 760-727-3270 HA~ G-ER 1fA'l'-ERIAL . . - - . ~. ..;:,..., .\ '. '~~ ( Fig. No. 35, 36 Universal Beam CRamp with Locknut ~Iodel Hod i ~Id. 11'1. Price. Price. T~.I V!l"e/lol ::.cm C-(lor:"~1 'Jr. j'lli::P.'1': _"h I Each Each Each 1\....110/\./.. 1~ ;~(lt;J1J 1/' ens-'t,. ....::J,,=' .""0. S ILC I 80~ ;",I:]:i':ll.:n o"j c':Cc.l::.!::.,I"1 Plain E.G. MCN,joj ~p-t cificolioJ": M:lI;t-:t;~, I{;!" -GrJ::', i J2jIO. Ov(I,I. 1,=., - G";J;1, c5 "5.1 ~ '3~ .16' lei) .3 : 5 : "5 <, I" j A?pr;a:::!.: V;-'~INr;:l!)' ~.:J~';'/{);::J(;t1 :!li.::i an:: ..I, .;.. .36 1/2. 00 .J7 I S I. JJ S 1.9~ FOCI:,y ....~\llvQI cc:.:)...,d ;:)' .c;~. h.11 ~_'l , I m{o"/~n e j"~h. ~..mpl..1 .....;.;, '..j,'el !.p'C;f;C~I;D'" 35 J/t' SO 40 I Sc 90 ~'1.6" i ....r...".t-(.lll: and Manu '0'''.."" ~'ol\d::rdJ:ali:)n 35 l'.J" 25 , I r Si ,4 3 S7.0iJ Sccicty SF'o7Ir)"pl 1;1. I r I . ~ . -!-'!" . ;o~~ '.~: I~----.! '~jol.; Ullili,d to Fl.! Approved. ;"P?rav,d for !,.,Ih icp B,am and aonorn ~cl;l;onL .~ ..:.---, i--5-; I .~€ I :, f I II ; I-'IpJ' ~{~ II I L-fl 'I'.t!' ? ,. . 'J----1 ~III G U-j --1V-p.').J S"I ~:-1 ~.v -I-It I Fig. No. 35,36 DIMENSIONS IN INCHES Land. II' RAtlnlC 3/4 i .500 I ?B~O IillU, ~?d boun 500n Wide Mouth Beam C'lamp with Locknut ~u c., c". ..." '. ':; ,. ~, ~ " ~ ;g. No. 37 "1(1, ~17 37 a..d Sh:.~ ~ '8 In Model Rod Sid. Wl. No. Sit~ Box Each , 37 :'.18' 6U '(3. " 3.7 vz- En .41 @~~J~_ (I.T iLi@l'j I Prlea. I Each' Pln!n I S 1.20 Pric~1 I fit. "'n:Ylflol b/Jom (-domp. Of' duiQf\,d wjjh Each. .uw f'OI~"~, Ie incr.o" '''t(l.Qlh. .eu 01 E /., inuoJblion and QdOPIClbilily. ~ t-;I. Mottriol Sp<<i/i(olionJ; MoJI.obl. l,on - G,od. ..4 J251r;,Cuctil, hen -Ghldl! 6.5../j.12. )..pployoh: Vndtr--'''tt!' labololo,iu li",d and FO(lory ~.\u,,,u/.opp/o~.d for pip. lit.. J/J ~.:2S Ihro\lgh 8 i'l{j,~ CampI;" ...ilh Frduol S?HiliCOlion V.t.v-H.lll E and MOhUioCJuI", Slor,datdiroJion )O,;.~ SP'c9 IIy1" 191. A-1 -B--' -,,-, I I - I 'I H ~1~1 I ~ I: ' 0 L-0l-J \IL i ,./ ,; '...1 G-t~J- =,. S,,,, 1:- F J- l.40 r'/16" ......)00" NCle 'Ull;)Ie.~.~ Ff/t" ''';'?P!'C'':'::': i.:; L~I." TC'~"'!!at!~L""! pc:~!!ia!'! "Ulli,lnd c. FM ;"pprovod lor fop Boon:001ilion only ROOF Fig. i-(n 37 BEAM C-ClA./.,-\P:; ARE Dc::iGi'iED FOR DEEP FlA.NGE SUPPORTS SUCH AS L..'BAI\, MACOMBER AND 8UTLER SUPPORTS A I ";':~ I ':~'4 Load 13 C II' R.o.lIng I <Vb 1. l/4 I 1,500 1':\la \ 'I/~ 1 3,800 ig. No. 503 no~reS,~ed ~~eei p,~:~",,,~~~;:.~. with ~ut M...riol: fllll.d "..I - ".i,h herd.n..! II. !".' I~'~I-I '~. I II ; ; /" fnr Site DOt Each Each pa'n' '" 'C"w. F,.uh: 6Iac\. :a '.( '.::: ,! '11' . ,'0 Appro,.I" Vnd,~",.", lab., ;;', J:.~!, : i ' , III :/' ,1 ., .,0 SI.OO I faClaryMuluoIApp,o..d l~~ '.!:: !:I ''2' ! 50 01.66 ! J/." !: , : - .; 5 a..; I., anoch...n. 10 Slcndord , I '1 ' r'"sa '-.."5 I '0 ;:,'~_.".'l I,Booml - 'iv,"il~ud""'lhl~ckn"'llo_nln.n! L"I, ',il i;, ~ .... " "., ng duo 10 .ibrol,on, Ihu,' .Ii..,na';n; rho ..~, r;; : ~ . '. ": 1.'1 It i " "~B '"qn '/111..1:/1: ~:;-1P I c5 . 3 >b._" ',,"i~ ai Ullno rola,nonn dipl. I' ,,' " ,,' ,IV O'd"i~~; \p.cif( Mod.1 i'~u..b", >,cd Si.., ~ilh a, R; : : , LY , I 'I'" I " ,"""OS I ~ -oh,., ,,,,.., j, ,I- L O~ <D> ~~~CHES @ 0 . , ,.; , I ,\~ I Die 1 A I 'c2.'B" "I ~ r.1a I '.'. '\.!,~. './t," I 2.'8- ~1.'.Jp ~ .2/8- ,_' .1/4. c I . ~ ' .;.. ,-:'4 . 15,'1 E,' i I I ~~O ) ~JI) ) ~ ....~ - .~.. - COlDltinuous Threaded ROd ~- . "'.'-.'.~. "",.,,.~,.~,...-.~~-~.~ . ........ ..~.. ,,1~ . '''.~ "".,." \I\"i';I. IlIi.r~l I Rod I Sid. TUb"1 i Size ij' Lll'lh. I _ ..-.1. lin fu ' I I/~'_ _, 540' ~ ..~.f.'J' i ~~:- j-., ~~: ~'J JO' ..... Sid. Tube I Wt. Por Price 10' Llfth. foot Each in Fl.) I lin ..! t..G,' 500' :i ;-l 250' 0" <.; 4 f.o I 111)' .64 I ~ 80 I SI.JJ I q~.J51~H ~O' . I l.~ 538B I R Dgulorly Furni,h .d: ~:oj" lo...... corbo" \...1 'CI.cltO :1I\(: Fig. No. 26J .-'- Fully Threaded Studs :~"'.\""'~' .,,:,";'-:>:)::~".~r_T"_~ -r.:;;:'-.:::'::':l~.::.:::____-.......-. ::Va- Rod Price Each sn rn- Roll We Price Each E~ L. n g lh W!. Each .0, .OB .10 .12 15 .19 ,24 29 '2, ~ J' ~ . 5' 6' B- 10' .J!! Fig. No. 1263 i2" J """": Olher .itAl CNOilo!:l. upcn roqu..' / St~ard U-Bolt I PIP.~ 1 I Size A 8 I V2- V~" 2.';";' C \. 314' I 1/4- :1/ --~ A-I, I ~ 1- ~~~-- '7.; ~ I 2'"'\ :',18" ; //' ~ 1 "~" J -1 2 ~~7' I', ;;:;: 1., I ,'1 __I .1. Cr-' \1 \ ' / \. '- / '" - . WI. Ea. .09 .1)9 .U9 22 .24 .27 f -I ( : ~ Max. Rc.c. Load Lb.' 486 486 466 1.220 I 220 1. 220 I) ..,~() 2..<60. 2.260 ~ ~60 3620. 3.620 PrieD I Ea. I S .8<U s a:, 1 s ~:)' ~)b; ~ I.J ti I s :.20 I ,; 1 <;''-l J_67_1 .1 ",;. S o.'l1~ t 7:1S J Sl0.ao J I I it i t. J, '. --/' --'/ -'-- L_ :- LJ' ..J._ 3- 3.Y. . ".:\1;' .63 .74 UO 2.10. 2.:; Fig. No.1 30 Pipe Max. Rec. Si"te A Land tb.' In' 1/4' 'Ob 3/4 - l/4' H,G \. 1/4 - ;!!5 1.1/4" 1/4- 465 j.\n- 1/4' .a5 ']" 1/4' 41l:l 2.112" ~/8' l.~20 J" :liS" i .220. ;' JlS- 1,220 5' 3/~' 1 2:.!U 6' ? ~60 d- In" S.1/2" "60 I Rogularly Furnill...d: . ~ Plain low carbon lleel wllhoUI hex nUll. Note: Ii h.. nul, '.qui"d. o,d" F. \ .sOH Ilo"dord He. NUh. " he. nuh ,o<ommend.d 10, ooc" oil. '\,yith mInImUm lo/etv belar 0/5 c J p~~~ell $ .60 S .85 8 ~4olll: Additional ~IZIlJ a...oitoblt!! UpOI1 , e.quul 9 A- AN: S1r\flhJ V) I p~ Grinnel~ ... adjustable clevis, light weight fig. 65 ('\. H u A"!1' r---- h~ . /H'l n .,'.---- -11 1 _L ",::::,,::'.":~'i r;1l;::::::~.;,:.. . I ~r:-.-7"_'''''' jil~a' i ~ i ,," ""<, <ijlP" ~. , 'I I C 'f'; I 'II : , ,I L I 'l..OF~J'i, ./._.1 \~.. : ,~I "'"'-::=.~:~~. -- - ~ NOTE; "Punched holes in bottom of clevis hangers are lor riveting insulation shialds to olevilO hanger." loeds . weights . dimensions (inches) pipe siu 'I. f/;. 'I. 1 'I, 'I'/' 2 2'/0 , . 3 3'1. 4 i.f"::~;' ".. :.: t. ';:,.,:. ' . '. ,~. ': :'_. .:.~:. .~ ~':' I. ~ ," ".\~' '.. ,_. " . '.,;"l."9...:......,j..".I."~..I,.I.'. . .lir.:....lf:o...'...~ ." melllmum weight I recommended (apprax) loaa, lbe Ib& each A B C 150 0.09 'I. 1 'f, 1"/,. 150 O.lll 'I. 1"/.. 2'/,. 260 0.17 'f. 1'/. '?'"/,. 250 0.18 "f" 2./.... 2'"/" 250 0.21 'I. 2"1,. ',3'/. 250 0.24 'I. 2"/.. 3'"f,. 250 0.26 'I. 311/;R 4"/" 350 0,48 "I, SZTh" 5"/>> .'~ - ~ 350 0.55 'I. 4"'f.. 6'/'11 350 0.6 'I. 4"'/.. a"'f.., 400 0.73 'h 517/~ pi!.. SIZE RANGE: 3fo through 4 inch, MATERIAL: Carbon iron. FINISH; Black or galvanized. SERVICE: Recommended for cuspension of light loads, pipe or conduit. MAXIMUM TEMPERATURE: 650QF. APPROVALS: Underwriters' Laboratories listed in sizes ~ through 4 inch. Complies with Federal Specifi~ cation WW-H-171 Latest Edition (Type 12). INSTALLATION: Hanger load nut above the clevis must be tightened securely to assure proper hanger pertormance. ADUSTMENT: Vertical adjustment is provided, vary. ing with the size of clevis. Tighten upper nut after adjustment. FEATURES: An economical attachment for light duty service. ORDERING: Specify pipe size, figure number, name. b I rod . take out aajUBt- E ment F 1'/.. 1'/1 1'f". 1'''_ 1'/. 1'/,. 1'/. 1"/,. 1 ,,/,. 2'/.. 2 'I,. 2'/. -".'-_... 2:/.. 2'/. 2'/. 3'/. 3 3'/, 3'/, 4'/. 3'/, 4"/,. i 'ih. '/,. 'f. 'I. u' "he 1(.1,,. "' ....0. ~SZ:~;"'"..,.:",,:~;'i'..1;17,~, l.oJd6S :[0 S00G m:: "5nti ' "-""0IGmssis9: 'ON Xtj.::J Td fftj.::J ^tjM3~tj8: WOd.::J . .' . . . . . . . . . . . . . . . . . STRUCTURAL TESTING AND SPECIAL INSPECTION SCHEDULE Project Name: Location Oakridge Middle School Conversion 15860 Fish Point Road SE Prior Lake, Minnesota 55372 I Specification I Section Article I 02200 I 03100 I 03200 I 03300 03300 . 04200 Type of Special Description (2) Earthwork F ormwork Reinforcement Concrete Tests Concrete Placement Prism Tests Inspector (3) SI-T SI-S SI-S TA SI-S SI-T Report Frequency I Weekly I Per Visit I Per Visit Per Test Per Visit Per Test (I) Permit No. to be provided by the Building Official. (2) Use descriptions per me. Section 1704, as adopted by the current State Building Code. (3) Special Inspector - Technical, Special Inspector - Structural, Testing Agency. (4) Firm contracted to perform services. ACKNOWLEDGMENTS ust sign below: Owne' Contractor: Contractor: Contractor: Contractor: , ArChi~tect. :",.~ CM: . SER: ~...' ~ ~ '^- SI-S: - - TA: SI-T: F: F: Firm: Indeoendent School District #719 Firm: Finn: Finn: Firm: Firm: Wold Architects and Engineers Firm: Bossardt Comoration Firm: BKBM En!!ineers Firm: Firm: Firm: Finn: Finn: Date: Date: Date: Date: Date: Date: Date: Date: Date: Date: Date: Date: Date: Project No.: 052053 Permit No.: (1) Assigned Firm (4) ~h'/e~ / ~}t I~" LI':k~~ SI-T = Special Inspector - Technical SI-S = Special Inspector - Structural ~ F = Fabricator I Date: 1 ~ CJ(; Legend: SER = Structural Engineer of Record TA~T,,",,gAg'"t 1 /J Accepted for the Building Department by f ~ LJ) -~ END OF SECTION 01410 No. 052053 01410-7 Structural Testing and Special Inspection U~/l~/U~ L4:.U r^^ IO~ D93 U4~1 BK.8!t1 ENGINEERS .. wl)!."O [ft] 00.1. RI::CEIVE.D BKBM~= AUG 15 2006 ENO'NE~S ~-==F 5930 Brooklyn Boulevard Minneapolis. MN 55429-2518 (763) 843-0420 Fax: (763) 843-0421 E-mail: bkbm@bkbm.com Wold Architects tIJB~iJaE-R OF TRANSMlTTAL fROM: Josh Ripplinger f Ursula L.a:rson Wold Architects and Engineels 305 St. Peter Street St. Paul, MN 55102 (651) 227-7773 Fax (651) 223-5646 . .~. Katherine Russell ~ TO: PROJECT: Oakridge Middle School Conversion I~( {e,eue DA TJ.:: August 15,2006 PROJECT NO-: 06104.00 We are sending: COPlES DATED DESCRJPTION X Attacbed Under Separate Cover Fence post l'I)'out and size Via: Hand Delivered Best Way X Fax: lPage REMARKS; The following items: COPY: File ~ Trac ings Spedfications Shop Drawings X Copy of Drawings Letter Other These are {.ransmitted: "- For Approval X As Requested For Review and Comment X For Your Use No Exception Taken Make Corrections Noted Revise and Resubmit Submit Specified ltem .1 :\MaSler"Fl)..m~\tfl\nsmil.doc BKBM ENGINEERS An Equal Opportunity Employer gS 'd 6SL6' ON 08/15/06 TUE 1~:37 d~OJ 10~\fSS08 TX/RX NO 79631 II)\f g: I! 900~ 'SZ' ,~n\f \} 01 J.:) I lJ f) ~~.~V rnA ,u~ u,~ U~~~ HKI:l.1\I ENGINEERS ... WOLD l!i'J 00:2 ~;." . . MJNNESO-rA 0 HIe!; WOLD AaCHITEcn AND Ef'lGlrH!ERS 305 ST. PErU. S'l'Hn ST. PAUL, MU-lNIl501'A ~510;2 TE:J.,: 65l.2:a7.7773 F.u: 6.p.223.5646 . - -nw_ w~ .,~ .~.,; ST. PAl.lL,MN BLGIN, II. lR<)Y, MI DENVBll., CO r1~.D' -,' t> I . l ;-" . ,,-~~~-rV"'{Y'V--\ C ff-C'-l\ \)~ 1tJ'iJ.J P(X5\ ":> A') '-^-~ M~. . 2X6 -rREATED SLOCKING. ANCHORECJ'fC)'"' 'POSTS wi 5/16" GALV. LAG> BOLTS or.. FENCING TO BE VERTIGAl. 2 X €I TREX, DECKING (OR EGlUAU SPACED Ir-lITH 1/2" GAPS. SCREY'l' TO HORIZ. SUPPORTS rv ~e X 21/2 . GAL V. SGREV'6. o I ~), 1- I 9. II >> )(- CO ., . :II "..... COMPA(, TED GRANULAR SOIL SUBJECT: ~ALL DETAIL DATE: 3/14/2006 REVISIONS 6 ~.'\J!Q?~\e:LC-N~JZ.1Cl6E'",,(n~COLlQ\Jl'1 "l...,-,ocD,O~ COMMISSION NO: 052053 REV. DATE aJ re:-l u 3no(r.2C"OCt 0 1\lQ:.as ">:JGA g/v 'd 6SLo'ON 08/15/06 TUE 14:37 d~OJ l]~VSS08 rTX/RX NO 79631 IWZg:11 900Z 'sz'~n~ VO / ..L .:) / V 0 ~~:~~ rAA IC~ d43 U421 ~K~M I;:NGINJri.liJ:{S ... IIU.l,..)) ~003 , DE TAl t. .0 P CON S T R U C. T ION ,. .0 -1 ~-=- -I ST. PAUl? MN E1.G1N, J.L TROY, Mt DtNVIlR, CO MINNESOTA OFFICI WOi.P AllOllTICTS I>NP h:1'lG1NJiT.M 305 ST. PEnJ! STJ:!lET ST. PAtJL, M1NNJlS01'^ SSIQ2 T:!lL: GS Ll2 7.7'173 FAX:: G51.:I."3.56<\6 <:!:l I ~ i ;.....,-",..,',...".~ ; ; I , i "''''''''1 $ \ ,.. "" ..... , I ~ i . l ; I i \ I~~ L........"......l...A2:/~r 1 I' ".l ( ,~: /\ i\ \-...-..- ~ ., , ; a; \. IUS ~._- iP~.Y='-I:t.",n~.;.:.~. '. . _Al ~~ !l V' . ~..- 1 u I, ..-'" rh" ~ ~ ('" I ". ". '.. .." '\~.'\ \ < L...U ;i=~ r' ~2~!~ bf9- i' ><~"'~~ 9 Q .A rl1b' ! ~~.;~ ~ -. i r J ...~ t . Co ,.. l'-" . "~I' ~~ ?~ !i"----L('~ ?( m_,~y. ~~_ N ~ .::;1 ~j 1 I I ~ 11; ~ ~:;/ f'...,..........T..~...... .~LJ I Cn · 0<, \ "._.. ...."...,....1 ."....-.....,..-.--.....--..- ; 1'......,......"..... , ; j j ~~ ~~ .l 3i . ~~ ~. . $t r....~~---- t ! ~ i UJ l~\!) j~~ !0~ ~ \.0 1 , ! ~". ... ....- ,... j ~ ,0' SUBJECT: REVISION DRA~ING DATE: 3/14/2006 REVISIONS ~ CON[MISS!ON NO: 052053 REV. DATE . r;;J'\ ~ .,.:\t-:<>01~S_(),..'(fIO~~O'j\l'\t1.Pl2'1DJ:o't 1IrR\Jr."'i~ i-E:! 4) ,....,.,nootJ 0 fJ.13iA7 0. ~~ gig 'd 6SL6'ON 08/15/06 TUE 14:37 d~OO lO~\jSS08 fTX/RX NO 79631 ~VZg: I I 900Z 'EZ'2n\j PRIOR LAKE INSPECTION RECORD DEPARTMENT OF BUILDING AND INSPECTION SITE ADDRESS / 58~ a MIl IJ Ii.!,.- ~IfP .J'. e. NATURE OF WORK ~~ l(io4.4 ~veitr/,,J/ IHliJ~4" ~"L USE OF BUILDING t'Yt~U/J. G.t&Jul"" E'. TV"!; & -1'1 c.,Js'r. PERMIT NO. a - a90 DATE ISSUED y'/ ~d, CONTRACTOR ~'-'D'" ~~ /)fI~~DPH6NE~-r;37-3~~! NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT f '-,0 r (/10 INSPECTOR '.PE'/ /) DATE FOOTING eu~/8J,lr 2,JI'" ~'L I '" . , f , , FOUNDATION (Prior 10 Backfill) ,(jo 4.0 JK./' 8";Ls(0b PLACE NO CONCRETE UNT ABdvE HA'S BEEN SIGNED ROUGH - INS FRAMING INSULATION ELECTRICAL PLUMBING , , ,I /I!-4 M ~/~~~ ~f- I ',1 . . I. ~ ~/',71 /06 g;-t'~~QY~6 '.~~~ .2:e~~~ ~k~~h I ~ , I K4 ?U~6 ;j~" If // JII/I f{jg~l, , v , /"I GAS LINE AIR TEST 1/0// ~-nlL . COVER NO WORK ,.UNTIL ABOVE HAS BEEN SIG~ED / lS',.,eJ'A/.t"e'~ hJ.e /:!/.".,,h I ~ I 6%2~ ] FINALS Vft ~ BUILDING ~ ELECTRICAL PLUMBING HEATING DO NOT OCCUpy I J UNTIL ABOVE HAS NOTICE I , II 'Ih1 ~ I' 'j 9/?/~ · 5Y2j:p,,- I $~' 1/ BEEN SIGNED 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