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HomeMy WebLinkAbout8300 W. 38th Avenue - 2007COMMUNITY DEVELOPMENT DEPARTMENT , Building Inspection Division ' (303) 234-59331nspection line (303) 235-2855 Office * (303) 235-2857 Fax , INSPECTION NOTICE Inspection Type: .,rA_~ Job Address/Permit Number: tzii Yq, , ✓-'~~G . ' ❑ No one available for inspection: Time AM/PM " Re-Inspection required: Yes No When corrections have been made, call for re-inspection af 303-234-5933 ' Date: a ~ ~d Inspector: ~ DO NOF REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office ` (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: we'.~l= Job Address/Permit Number: ~;~iey ,2•->~ror~ _ <7?~A2 f.10 ; r~~r' r 'd -1 fL _0 v ❑ No one available for inspection Re-Inspection required: Yes Time 22•. 30 AM/PM No *When corrections have been made, call for re-inspection af 303-234-5933 : Date: Inspector. ~a . ~ DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~ Job Address/Permit Number. h k".. t ~ ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No ~ 'When corrections have been made, call for re-inspection af 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE - . . r i };Y COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: r,,.-,rp9°y" AR~~ 0~P4,17 ~z ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspecfion at 303-234-5933 : Date: Inspector`,_ DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division, (303) 234-5933 /nspection line (303) 235-2855 Office ` (303) 235-2857 Fax; INSPECTION NOTICE Inspection Type: &e~r,G Job Address/Permit Number: 47l1 V7 - .`Y &LF ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No 'When corrections have been made, call for re-inspection at 303-2345933 = Date: Inspector. r DO NOT REMOVE THIS NOTICE f COMMUNITY DEVELOPMENT DEPARTMENT ' Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: 17;f/ r7 " $ ; i. ; , i ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 ' \ Date: 2f:>YIp5e Inspecto/r/_; DO NOT REMOVE THIS NOTICE , , .i COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line , (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: 69i.! Vq ❑ No one available for inspection: Time J' « AM/P1Vl Re-Inspection required: Yes No When corrections have been made, call Por re-inspection at 303-234-5933 ; a. r : Date: Inspector. ' t DO NOT REMOVE THIS NOT/CE ~ 0 J4XGA'\C y, ~ AJ T H~ 8 LU 1; IPR t LUTHERAN EXENIPLA 21'rD FI.OOR SOUTH INSPECTIONS JOB # 07060002 ~~,vAy l0-)2-o7 ROOM # PASS FAII, C011IlVIENTS DATE 5a.-14 rti 0 n-12-07 Di c -z-a7 L 10-12-07 I 6 L ,o wt _ z-o sa- ~ a C~ _a - i ot= ~ K -o 51- F-" f\1o0. N v -07 a' b N W O^R'o7 sa-~>a mlt- -o7 - a e~lc. I • _o -o a- -n n-I fy~ L 2.6 ~ y F- _12-0 rl lpc~LA eri- o a2-a 7 Sa-- ' I ^0 J~y q u~ : 1 tly~~ :L xe~v~.i lg • ~-0~ w ~ V~ ~ ~ )'Y~iiG.E.'rt' ~i -f llp A1 y I D~. S-111 0l STAf~g -TLT ~a T•' e7 S - { s ✓ i~~ a- s - a-ta ✓ K r, u~o V-n a- 7 s ~ ~ L7r C\ tJ sa-~a8 Nn sa- W R o0 o~ ~/~fy /o 07; i(C°. LUTHERAN EXEMPLA 2ND FLOOR SOUTH INSPECTIONS JOB # 07060002 PHASE 2 CO. DRPWALL ROOM # PASS FAIL COMMENTS DATE ~da_o_ -a ~ ~a- as3 c.v z xt f4- ~a-a-35 ra _ 33 J a 1 ~ ~,pu t-f y < < tIV5 cTC~ _ i j i I i - -,-I 124- v~ ,°,Z!lr~i~ rr - r~t~ ~3 ;-i - t27 .f COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division ` (303) 234-5933 Inspection line ' (303) 235-2855 Office * (303) 235-2857 Fax - ! INSPECTION NOTICE Inspection Type: Job Address/Permit Number: rr~-7i/1171 i-✓1.~i,af 15416 - oil r`,ed 5=0~ i~ d- J G-~!! ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 ` Date: .2 sz1og Inspecto f_Z,G= DO NOT REMOVE THIS NOT/CE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: &711V9 .4Srhx'E 1,4 Kor+i OlS o,~ v~ci tv~s'1J5 f ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: '~~el S Inspector: DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: v7f1' yJ' ,~Z~ ai f~o rl. ~,L~~DFi~ ;r!?• !~iirf Cv G!i( !vAl-i %2,eeW% ,+A - o!L ❑ No one available for inspection: Time ',,1 'X-2 AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: , DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax ' INSPECTION NOTICE Inspection Type: ,4;°~s"~G. Job Address/Permit Number: o71/%5' 1,-'" 4- X sU/ eL ° Ok ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection af 303-234-5933 Date: Inspector.~ ~ r DONOT REMOVE TH/S NOT/CE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office " (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~~O ~0,~ Job Address/Permit Number: ~",e -.Vlowg= ❑ No one available for inspection: Time sw,25 AM/PM Re-Inspection required: Yes No *When corrections have been made, cal/ for re-inspection af 303-234-5933 ~ Date: ~3aja8 Inspector. r DO NOT REMOVE TH/S NOT/CE 71- 7 COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: <a/>Fyf Q<tt~~ 1.4 ❑ No one available for inspection: Time y:,as AM/PM i J Re-Inspection required: Yes Ao:%" *When corrections have been made, call for re-inspection at 303-234-5933 Date: A ~ij~ 9 Inspector. Z,i DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: ~-9 - Qfse~A„~;!> 42K~<70~ ?le~>/ 4~h ..L~9 r~if.+t~/~i~tSS~-•,l~ r . ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, cal/ for re-inspection at 303-234-5933 bate: ~~~~,fos Inspector. ~ DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~a',~rL Job Address/Permit Number: 22f/yp - A99s46~~ 41 ayr~~~la~~ J 2 S- o A2 ❑ No one available for inspection: Time vJ fl< AM/PM Re-Inspection required; Yes No i *When corrections have been made, call for re-inspection at 303-234-5933 ` Date: 7~ Inspector: 7"m c f.' DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: , ;,~AIS Job Address/Permit Number: ,~,d~FJ fJc~, S ~FPu/~f l~if-;=v5~15 A1 ri siw,Gl - a,K ❑ No one available for inspection: Time AM/PM Re-lnspection requited: es _ No *When corrections have been made, call for re-inspection at 303-234-5933 ; Date: / 14g Inspector: DO NOT REMOVE THIS NOT/CE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ` (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: 9~3-7 oGAY sE9,Rl.~G ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, cal/ for re-inspection at 303-234-5933 Date' /oa Inspector: e DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933/nspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Xwl 4 r.3!.:~• Job Address/Permit Number: 6>1e7S ~.v.a~G Fn'f r~FP> ~~3'„~vra-C ❑ No one available for inspection: Time V AM/PM Re-Inspection required: es No *When corrections have been made, call for re-inspection at 303-234-5933 Date:14-4'a Inspector:,Z~e DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 bffice ` (303) 235-2857 Fax INSPECTION NOTICE .:~ax.rR ,4A£4 Inspection Type: 0491, - 911~o , Job Address/Permit Number: &704~9'(~ ~ 9arrJRAO~ns sH,slI ,PfCJr~ RE .4~/ s1;." B.Sk' 3 7" f=+Pdr.s 7LF k~'~Q c~-~i~ ~ FL,er~<2 . z, ~ y ~i z f - ~ . No one available for inspection: Time 3-i5 AM/PM ~ ~ ' Re-Inspection required: Yes No ~ When corrections have been made, call for re-inspection at 303-234-5933 ~ , ~ Date: 1,:p7p lnspector: d~r DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE ~ Inspection Type: )Q~.st &,n/ • Job Address/Permit Number: ,~~~s>?y f bF~rrTi,~~ kao-.~ S,~rr t~/',•~F1S iF .4='P~ ~'~%l3lf 2 9J .S~p" S/r✓,~ [v~W'.V fi~ L'Z. Axl /O)~i3W1LETe C°v.Q 66:1 !ZW~eS & fi~sris-`s7' fr} /w AeNSSS ,e.n Ssr'~r~' ~ !3~ ~Pf~ FL£C i3~ xF 039° ,8~.• ui.FffdG L~ /7 i f~r~ G ~ G & PW Z"-1~r l3m ~ QU/[~fifiF!/T~ ❑ No one available for inspection: Time ~.so AM/PM _ ~Re-Inspection required: s No *When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: ee DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office x(303) 235-2857 Fax INSPECTION NOTICE Inspection Type: oQ9211 00PV<6;ew7 Job Address/Permit Number: ,~7s<79 / .A3ovf~ r "7 - & ,,L ❑ No one available for inspection: Time 3,'-20 AM/PM ` Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 / Date: 40'7 Inspector:,~ ~ DO NOT REMOVE THIS NOT/CE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: "71,L Job Address/Permit Number: 1~1711YV X/:nz- /o/ oA~ 1, ❑ No one available for inspection: Time 3: k~r AM/PM Re-Inspection required: Yes No ~ *When corrections have been made, call for re-inspecfion at 303-234-5933 4 / Date: Inspector: AG~ ~ DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: A3avy /.2i n ansu/ /77 -<z- Job Address/Permit Number: F ❑ No one available for inspection: Time 3'3o AM/PM ° Re-lnspection required: Yes No *When corrections have been made, call for re-inspection af 303-234-5933 ' Date: lnspector.f - DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: ~fSrTae.~~~ D7i/S~q FA,7 F✓ ps P~2 A2 4,3 4 i rg,t,,.KF ~ ot1 r.,13- i i ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No t *When corrections have been made, call for re-inspection at 303-234-5933 zg/,r~ Inspector: ,~~e Date: /,Z/ < DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: A3a76 G~'L- Job Address/Permit Number: O~c~9~ E3/ron no.vva kxi KOV 4 i' 1 ~ l ~ ~ I Y 3 g F ❑ No one available for inspection: Time AM/PM ` Re-Inspection required: Yes No *When corrections have been made, call for re-inspecfion at 303-234-5933 Date: 6~ r/SJ~i Inspector, ~ DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: /ck&-f 4-or<.,411 _ Job Address/Permit Number: e~=~L078` ezr~~ ❑ No one available for inspection: Time AM/PM C; Re-Inspection required: Yes QyQ~_ ~ *When correcfions have been made, call for re-inspection at 303-234-5933 ~ . Date: i1 /lv/~y Inspector: / I DO NOT REMOVE THIS NOTICE E ` . . ~ , ~ ...,,i 4.: . . . . . COMMUNITY DEVELOPMENT DEPARTMENT Building inspection Division (303) 234-5933 Inspecfion line (303) 235-2855 Office ` (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: R11,6 • Job AddresslPermit Number: 42-7. ~r,,? ❑ No one available for inspection: Time ,I •'Y3 AM/PM ' Re-Inspection required: Yes No *When corrections have been made, call for rrinspection af 303-234-5933 ' Date: ~0Inspector: v DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~~~L t3LD~. Or~ri✓L Job Address/Permit Number: r708ol ❑ No one available for inspection: Time 3%10 AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: 2 07 Inspector. ,~".,~.e~ DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~~~.,~~i -~°~.Pi~.~r ~ Job Address/Permit Number: a7i; ,,0'92f,V No one available for inspection: Time so AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: ✓uf/Yll~7 lnspector: ; DO NOT REM VE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 114oL Job AddresslPermit Number: ~trgeyvG G~,Qro ok ~St 6J~~c: s~ d1i~'c.•,~ f^r~9in~G F.ff DFPT ~-l~P.~evfd ;:SS ~ ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: /abVlo7 Inspector: ~ DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 4141.Yt 91a/ • Job Address/Permit Number: f/~R✓!fi s.~/f rz~ es R14 '-'Qf,P+r'io.v~L PFed/~in/~ Fr.PF DFP%~Pd2od~~ _ No one available for inspection: Time 3 AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: i;zl ~fU> Inspector: n, DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: A~1r44V .01P4 Job Address/Permit Number: aV99G ❑ No one available for inspection: Time 3 AM/PM Re-Inspection required: Yes No F;- *When corrections have been made, call for re-inspection at 303-234-5933 k ~ Date: Inspector~ DO NOT REMOVE THIS NOT/CE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: ,~~~•qx./ '~'`-1'i~'f~ fll4 . ❑ No one available for inspection: Time 3: AM/PM Re-Inspection required: <,Ye~) No *When correcfions have been made, call for re-inspecfion at 303-234-5933 Date: 7 Inspector ~ DO NOT REMOVE TH/S NOT/CE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: (927~fqg 25 E~. ,41l S'rAL S lX 7"l~ C~ Trir°!2~-l'/~.D~ F~i <4i.PCF SotL S~~iYr .l~S.ZO-'$LC~.iL~4' ~:ci/~~ T' va2lL~-✓~ o N.o one available for inspection: Time x; sn AM/PM Re-Inspection required: Yes No ..s-.- *When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector. 'Ir__~ i DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ,<6oV e3IcK• - z2A~77W Job Address/Permit Number: p7oeov6 d!!-.U eV R~7Q 4=, 2 '4'-" ❑ No one available for inspection: Time ~;):00 AM/PM ` Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: ZfB:r,lL'y Inspector: '2,9 DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line . (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: - 144'ri1'`~- Job Address/Permit Number: 97/fv9 - k: . ❑ No one available for inspection: Time vS AM/PM ~ Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: a « o, Inspector: ~ M: DO NOT REMOVE THIS NOTICE t z COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: e.!~1Z Job Address/Permit Number: /x "-~7i7 ~r✓p,e Kr;~' ° o~ ❑ No one available for inspection: Time ~•~5 AM/PM Re-Inspection'required: Yes No *When corrections have been made, eall for re-inspection at 303-2345933 Date: /,'/--/*7 Inspector: DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: F,~,~Gs Job Address/Permit Number: q~fE~ 77~1 Srl`iJ:ZF .7/FFc~Cf'~S - Lkl ~X_~2 Su,~icF2 ~ 47,-,~,,2 ,4cr2otS i~s~drn 17> ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspecfion at 303-234-5933 Date: ;2~it~~ay Inspector: DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office ` (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: &W'0~ ,s?:-il,t3 pl-Rr~,+L Job Address/Permit Number: t~27t0 78 ❑ No one available for inspection: Time 3:bs AM/PM Re-Inspection required: Yes No When corrections have been made, cal/ for re-inspection at 303-234-5933 Date: a7 Inspecto j:~" DO NOT REMOVE TMIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: gs~ s#a,.G pT f6r9 p,v or✓Z S/D£y,, r~?/r/w tJfi~ j i € p, t j 't ~ ~ t.. I( n ~ ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspecfion at 303-234-5933 Date: O;2: ~ Inspector: i DO NOT REMOVE THIS NOT/CE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ` (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: o7494~g"G A'~rcrsF.cd 12eFk r- 7z> 5.2 ❑ No one available for inspection: Time 3: Ilv AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: ZZ/67/~-7 Inspector: ,.i DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT ' Building Inspection Division (303) 234-5933 Inspection line ' (303) 235-2855 Office x(303) 235-2857 Fax : INSPECTION NOTICE Inspection Type: g&vf r'~~~ • .nF~.~• r-~-N"'L Job Address/Permit Number: eo7vq34 411 seeevf /,Piv 6',2n5 ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 ; Date: 121y 7 Inspector: ~ DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 2,az,~ i~tlkr6. Job Address/Permit Number: OR, ~i7e, ~ 7G ,41n:-/ W,.F-sf No one available for inspection: Time i?•%o AM/PM ; Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspecto r: Z~e DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: VoG. Job Address/Permit Number: 0--7og01 f F i i Fi E i(. tlll ~ ❑ No one available for inspection: Time iz:•~ AM/PM t`- Re-Inspection required: Yes No k *When corrections have been made, call for re-inspection at 303-234-5933 i r Date: /2Af e~ 7 Inspector:rzL DO NOT REMOVE TH/S NOTICE 4' COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Xo~l Stv&I, Job Address/Permit Number: 3to~y,,,+ T' f 2tZ ~ _..r ~ ~wm1 ,P~~M -6 ✓~Q012.6 `x' ` Re-Inspection required: Yes No *When corrections have been made, call for re-inspecfion at 303-234-5933 : ` Date: /1 op Inspector: ~ ~ DO NOT REMOVE THIS NOTICE ❑ No one available for inspection: Time a:~~ AM/PM COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line ' (303) 235-2855 Office '(303) 235-2857 Fax i INSPECTION NOTICE Inspection Type: 4Ay,ff. "ua - ~+fcsl. F•~~~ Job Address/Permit Number: 4r/aR APQ~n vF,~ f`. ~ ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 ; Date: f24f7 Inspecto DO NOT REMOVE THIS NOTICE NHE COMMUNITY DEVELOPMENT DEPARTMENT ' Building Inspection Division (303) 234-59331nspection line ~ (303) 235-2855 Office ' (303) 235-2857 Fax I PS ECTION NOTICE Inspection Type: Job Address/Permit Number: I&V 7l~i A~ff Ffk,~. ❑ No one available for inspection: Time AM/PM > Re-Inspection required: Yes No *When corrections have been made, call for re-inspecfion at 303-234-5933 ; ; Date: Inspector. ~ DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE InspectionType: Job Address/Permit Number: 3zPI~ 3,4 D gL A-/~~ /.~iv r /L I; ❑ No one availabie for inspection: Time ~--s AM/PM Re-Inspection required: Yes No i *When corrections have been made, ca11 for re-inspection at 303-234-5933 ~ y{ ~ Date: Inspector• DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 1--ZAnrf Job Address/Permit Number: A449n 1 ~ 44s7-Ao~~O ❑ No one available for inspection: Time AM/PM : Re-Inspection required: Yes No When coirections have been made, call for re-inspection at 303-234-5933 ` Date: ~f~17 Inspector: DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: x,&,L Job Address/Permit Number: ~7~3 o.QS , ~%~rqir FL~<'. .~'~'..~'l`• rri~ f~uS,~. 7~-zi°'S~/1 ❑ No one available for inspection: Time tt,`cv AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 i ~ Date: Inspector. Z~~ DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection D+vision (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ,~~Z Job Address/Permit Number: F9` ~A~r"' ~~5~.~'•x-d i~~G. ~ Fd . . . . . . . . ~ . . . ❑ No one available for inspection: Time 11.'3.s AM/PM • Re-Inspection required: Yes No *When corrections have been made, call for rrinspection at 303-234-5933 Date Inspector. ~ DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~as,~l ~~%~~Ef • ,~'iAZ Job Address/Permit Number: oy0,~ ~d~s0 t~ ~,u= :15 ~,2,~ ✓ %FO 70) /X~ ❑ No one available for inspection: Time ,2,•'j7 AM/PM f Re-Inspection required.,,~Y si' No "When corrections have been made, call for re-inspection af 303-234-5933 Date: Z,44/2z Inspector. DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: N- ~7~GS='G Job AddresslPermit Number: $r Sv ,G>'~F % z'-~G~ ~ Si ~-iiv S r,i"',-iiSi,:~C- U~2.~ S 5.27~ f✓~ ~ /r.416:6~ S~°! f~ .~9~~'n Orr~4 on. r.r'lr~sl ~7.ii~~~ /J,.~:3a~n •r` ,'c~F~~ Ud:lAS//iu-~.' G~~ ~Y/ C~~iLi:; ~ T.2~/"r vtii'% . 7) ~ . , ~o~c~ r» I~~, ,t n-i~..~,c~ ~ ~>ou~ . s`~ .,~'Ledo-~-e.~ r.a ~.~eL • . n . ❑ No one avaitabje,for:inspection: Time AM/PM Re-Inspection required: Yes No *When conections have been made, call for re-inspection af 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOT/CE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: f-lkt 01srr6'• wr~~~W 4 Job Address/Permit Number: ~.-trG;%e~&zz _{;griF.e wvv£ ~3J A " 7`o.L~7'° 7.4 eA.Ti«r✓,~ Co 6-7?1 PdR 4&e-LS oR7 '9; G h~ s~ rs r' . r . r~ ~I ~"f A rr n .1 f?o /C 11 ;~%7 ' . ❑ No;one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection aC303-2345933 Date: Inspector. DO NOT REMOVE TH/S NOT/CE COMMUNITY DEVELOPMENT DEPARTMENT - Building Inspection Division (303) 234-5933 /nspecfion line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE inspectioii Type: A. Job Address/Permit Number: Sc"c.°v2f 1411 t? i F rt~'<4 K.' S F,o~t ro ~~.G/_~.F,i n ~r ~E.~u~rLfTi%•w = _~'sn~~ Nt- ❑ No one available for inspection: Time d, AM/PM Re-I,nspection required: No r *When corrections have been made, call for re-inspection at 303-234-5933 / Date: 01113j>7 Inspector: DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ~y.,e;L Job Address/Permit Number: rZ P I''~ • :'i~. y; j: f ~ _T i j :j. :i ~ 1 ~ 111 _ F ❑ No one available for inspection: Time > AM/PM Re-Inspection required: Yes No T i si *When corrections have been made, call for re-inspection at 303-234-5933 ` i. E Date: i117/~o-17 Inspector: DO NOT REMOVE THIS NOTICE s ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division , (303) 234-5933 Inspecfion line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: c~i~,,4G ❑ No one available for inspection: Time ~ AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 ~ { Date: rif7l~~% Inspector: DO NOTREMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division ` (303) 234-59331nspection line ' (303) 235-2855 Office ' (303) 235-2857 Fax ' INSPECTION NOTICE Inspection Type: ,~,&,4 Job Address/Permit Number: 4,7e,--37 r'~` ❑ No one available for inspection: Time 3 AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection af 303-234-5933 ` s 3 ~ i Date: Inspector. DO NOT REMOVE THIS NOTICE ~ ; COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax ; INSPECTION NOTICE Inspection Type: lVzfzwF ?ART'z.~ Job Address/Permit Number: zq>n~e~3 r /],PS DL o k` ❑ No one available for inspection: Time ~!c AM/PM Re-Inspection required: Yes No *When corrections have been made, ca11 for re-inspection at 303-234-5933 COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 O(fice * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ,2rrtEe- fiR,r.•aL Job Address/Permit Number: P. 07o rP'S ~rra€c"' ,.E-~ ~na~s~rii~if~ :rii~. cr~ 'f a'~4°, o/ ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, ca1/ for re-inspection af 303-234-5933 ~ ~ Date: 1//n_____ Inspector:T,7,1c ~ ` DO NOT REMOUE THIS NOTICE , ~ f ~ ~ COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax ! INSPECTION NOTICE Inspection Type: &ofjr°~Wg, Job Address/Permit Number: ~..~~•'0W ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes 10 *When corrections have been made, call for re-inspecfion at 303-234-5933 Date: ri ? r~7 Inspector: DO NOT REMOVE TH/S NOTICE ~ 6 COMMUNITY DEVELOPMENT DEPT. _ ~;oFWH~TR~c Inspection Services Division - s m (303) 2345933 Inspection line (303) 235-2855 Office c~C08P~~ ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: Q , 00/R .:A~n ~.K T?'G7 Cd /rn~-~t vi/ f ~S ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM `"When corrections have been made, call for re-inspection at 303-2345933 Date: 'c_ Inspector./_ DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division ~ (303) 23459331nspection line ' (303) 235-2855 Office CORRECTION NOTICE ~ ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ~ : ❑ 1st ❑ 2nd ❑ 3rd ~ ; Job Address:P*6>0703 ~ ;~ne SF'' ✓r.v6 g,O.tA tofFi r t ~ So~,~iTt Sa - 1s9, f57 17Y /N7 -f /YS ~ ~L<c /SC 5;2 - 290 .~.a t .j. o Re-inspection fee of $ must be paid prior to re-inspection. ~ ' ❑ Blocked Access { ~ ❑ No one available for inspection: Time AM/PM ~ t *When corrections have 6een made, call for re-inspecfion at 303-2345933 t s Date: io%,17 Inspector: DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 23459331nspection line (303) 235-2855 Office cOCORPO~ CORRECTION NOTICE ❑ Elec. ❑ Plumb. 0 Mech. ❑ Structural ❑ Other - ❑ 1st ❑ 2nd ❑ 3rd Job Address ~gvo ~ ~s.e.~,~ Al 27a A/6£,r~ m!Ir /!y svc I .r 90 ~i 1 f/ r~/ m ❑ Re-inspection fee of $ must be paid prior to re-inspection. f' ❑ BlockedAccess No one available for inspection: Time AM/PM ~ ~ * When correcGons have been made, call for re-inspection at 303-2345933 ~ Date: ia 6Y Inspector. ' DO NOT REMOVE THIS NOTICE ; ; COMMUNITY DEVELOPMENT DEPT. Inspection Services Division s m (303) 23459331nspection line (303) 235-2855 Office ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ' ❑ 1st ❑ 2nd ❑ 3rd ' Job Address: ~ s~~7~7n2 ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM * When conections have been made, call for re-inspection at 303-2345933 Date: io1~ 07 inspector: ~ DO NOT REMOVE THIS NOTICE DEVELOPMENT DEPT. ,Inspection Services Division (303) 23459331nspection line (303) 235- 855 Offce ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: 104'070917 . ~ /?«eh'rJf Pz' , SsCfhuf~' e"r , 9~2,61v7- Q~r 5~•~• ~FiY.~T ,~ssr 20..~~ Tssr~ c°_i~~ rw~ S2 ~S$d.2 . S.~-.~! TS/a9 + ~,r~-~.a,c2 sylt sys Lsa O~a r~ PRFfs~.t<~-G~rS /~isw rEeTio.✓s A-'T Fia.l~ Re-inspection fee of $ must be paid prior to re-inspection. n BlockedAccess ❑ No one available for inspection: Time AM/PM "When corrections have been made, call for re-inspection at 303-2345933 ' Date: Inspector. DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPT. ~;oFW"~OTR,oc Inspection Services Division f, ~ m (303) 2345933 Mspecfion line hr 303) 235-2855 Office i-... CO(ORA~O ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd ~ Job Addresg: P.0 v-,a9'3 s~ srzr e !A?'C'zr- . F;:.. ~ - fiS/ I'D<2 S ~i~-TN /r . ~r~ ,L'.r'.JfiP F~FUe.>?i>? k' ss2~~/_asdr -aK ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM "When correcfions have 6een made, call for re-inspection at 303-2345933 Date: Inspector: DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 2345933 Inspecfion line (303) 235-2855 Office C~CORP~O ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: ~ i~Q 77f T ro T /.41T/L Cf E!/..F~7E ' OlC f~Fr7 GitS jPsf,er A-[ 4-t" L.an, - ~!l ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access No one available for inspection: Time AM/PM When correcfions have been made, call for re-inspection at 303-2345933 ' Date: le2lg/o; Inspector.T.~~ DO NOT REMOVE THIS NOTICE q~ COMMUNITY DEVELOPMENT DEPT. a Inspection Services Division (303) 234-5933 Inspection line (303) 235-2855 Office ~ ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: p . r-. < P _ 0,~ - s ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM "When corrections have 6een made, call for re-inspection at 303-2345933 Date: fl- y/o7 Inspector: ~ a- DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPT. ' Inspection Services Division ~ m (303) 2345933 Inspection line ' ( 03 235-2855 O ce { C~CORP~~ ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd 3 Job Address: 3ys5 e„f.:~.~s.~ ✓r~w,, .-r~ ~ 30 ~ .Pt,~c ~c4~ . ~'iH .''07' . Qar .2v5~' 7 .'/it~i' ?✓S { ~ ~ i ❑ Re-inspection fee of $ must be paid prior to re-inspection. i ❑ Blocked Access ❑ No one available for inspection: Time AM/PM *When coirections have 6een made, call for re-inspection at 303-2345933 ` Date: Inspector: C~-- DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPT. tioFWH~TR~~m Inspection Services Division . (303) 234-5933 Inspection line (303) 235-2855 Office C~CORP~~ CORRECTION NOTICE ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: s S2 .zys 3 A ~.w,~-<~s S? ~?`7 SlEfP.(~se ~-f~l9 .w~l. t3~rnldl.n - SR s19 ~n 2oY.i ~ .f41~ a 13 o . ; io A ,~'2`7A .wcL gFr24440 , ao5 ,~e,Qp o,it S? ?02 -~v4 3orso S a£S d.+~ r. ~G s~ zo! 131A /97 4 - ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM * When corrections have been made, call for re-inspection af 303-234-5933 Date: Inspector: ~ DO NOT REMOVE THIS NOTICE , . ~ ~ ~ COMMUNITY DEVELOPMENT DEPT. Inspection Services'Division (303) 23459331nspection line (303) 235-2855 Offfce CORRECTION NOTICE ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ~ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address:41, -14•z 212 C.vlLFflXJ~ rv..Ff/S /C 1P y^'J ~ra I d r~s°u~r+-U F fffi6 ni ~?YS f SnF i./~S°S ~~"G fGVr'f+~_ ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM *When corrections have 6een made, call for re-inspection at 303-2345933 Date: 8~Y Inspector✓✓~- DO NOT REMOVE THIS NOTICE r DEVELOPMENT DEPT. tiInspection Services Division (303) 2345933 Inspecfion line (303) 235-2855 Office ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: 6 /x La~ .E 2rrv. ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM *When corrections have 6een made, call for re-inspection at 303-2345933 Date: Inspector: DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. ~,oFW"~"'R,ac Inspection Services Division a m (303) 234-5933 /nspecfion line (303) 235-2855 Office COCORP~O ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: 4,a s~,7/ A4r¢ E s.p__~/~___o.r r eaC m.1 7v >tir t.arF / . sssr aaass.'.s l,,p~T~_Flr-m~ E,.Ps(rsrat~ ~ iZJ irYl✓li~rt. 4;L< /"FB .F'~+i~~Y P tT a/L r~e~ i~✓~~9>T i ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM 'When corrections have 6een made, call for re-inspection at 303-2345933 Date: r.za.7 Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. .4~WH~T'Pi~m Inspection Services Division, (303) 2345933 /nspection line (303) 235-2855 Office C~GORP~O ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: ,l.fNOSA~Oi~/6 -d~yrOLErF'V ~ l, # ~ 3. ~ ~ ~ I ~ ~ ❑ Re-inspection fee of $ must be paid prior to re-inspection. ~ ❑ Blocked Access ~ ❑ No one available for inspection: Time AM/PM ~ 'When conections have been made, cap for re-inspection at 303-2345933 ` Date: 9' > 7 Inspector:~ G- ~ DO NOT REMOVE THIS NOTICE f ~ COMMUNITY DEVELOPMENT DEPT. A,oF'""~'T~,oc Insp'Ftion Services Divisio,n > s m (30~) 2345933 Inspection line (303) 235-2855 Office c~~ORP~o ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: 3Ws 1,7,vrQx.v P,~u sraf~ /?-,v f'.?1 14z2 9113~'.7y,.'.~.?SF,~?> r1.~d S.,0/,747.? r+4a.a 2ia QrcFpr7•) .fzs,a,1k38~237 236 .~3 ~ .?3~, z33, j 32 ,Vpon,r.de zyz ~ s oC e9l -da- ❑ Re-inspection fee of $ must be paid prior to re-inspection. o Blocked Access ❑ No one available for inspection: Time AM/PM *When correcGons have 6een made, cafl for re-inspecfion at 303-2345933 Date: _Z~g7 Inspector. DO NOT REMOVE THIS NOTICE ~ 3 COMMUNITY DEVELOPMENT DEPT. 4aF'""~"TR,am Inspection Services Division (303) 2345933 /nspection line (303) 235-2855 Office CORRECTION NOTICE ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: _a ~`'E1 ~,rriu„~ 3Ru F1• 2,6~~3 . i', . Z35A 413 )02.C-W E - L ro>' - t»!' ,tSSA m?!(o !.3 • F/.2F C.a-VL~' Sltc . PS/Ya;~J.CTia~:J .4""a»G iG.bi2i~) ?Fi d- 1--O~ r _ l,,,C - za7-7-A • 13/ k'4~t.9-.an F' Li n- O/1 ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM "When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE ~ u € ~ COMMUNITY DEVELOPMENT DEPT. Inspection Services Division u cm (303) 2345933 /nspection line ~ (303) 235-2855 Office CORRECTION NOTICE ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd ' Job Address: &WW - .233A t a« 2`~~ X'rY,4, s~^,e r. 6,f,2F,o ,tF 5223~ L s fFrt R£PEPT~✓ S21YL SoJ-'F:T ~ ~/.7 ~l//.vYt✓SF~ ~t.r.iAS /.GPi7 : ❑ Re-inspection fee of $ must be paid prior to re-inspection. ' ❑ Blocked Access ❑ No one available for inspection: Time AM/PM *When corrections have 6een made, call for re-inspecfion at 303-2345933 Date: Inspector: DO NOT REMOVE THIS NOTICE ; - COMMQNITY.,DEVELOPMENT DEPT. InspectionServices Division (303) 23459331nspecfion line (303) 235-2855 Office CORRECTION NOTICE ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑3rd i Job Address: 30~ r~Z"~,_4gsa .~,~~-n,~ ~'•F-Qxg~ v mK . ,00/ / FL~ss wS s o EP -aY a'eoo PL ~ R a+f0 Vie -f_~~ U~ ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM * When corrections have 6een made, call for re-inspection at 303-2345933 Date: Inspector: DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: ~Op.2di 1F *9 ❑ No one available for inspection: Time ?.'3o AM/PM Re-Inspection required: Yes 60- When corrections havebeen made, call for re-inspection at 303-234-5933 i Date: ~/A'o 07 Inspector: DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line ' (303) 235-2855 Office ` (303) 235-2857 Fax , INSPECTION NOTICE Inspection Type: AZax°O Job Address/Permit Number: R,.0C,>ct7o3 *e, 4e,4,ess ez,9saJe~.P_ - ('-4,) ol~ Dw . .14~trdz/% 3_-~ C s) - <'A Gr 4a,~. .L'rn~wG~ de"vrnYt ~'c~.~w6r .ff~.£.~ S~~=i~PS o!L ❑ No one available for inspection: Time AM/PM ~ Re-lnspection required: Yes No *When corrections have been made, call for re-inspection af 303-234-5933 Date: 1t~~a,~``rr-r Inspector: DO NOT REMOVE TH/S NOT/CE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 25~ya'✓ Job Address/Permit Number: o7z,97; ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE TH/S NOT/CE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax ' INSPECTION NOTICE Inspection Type: Job Address/Permit Number: ❑ No one available for inspection: Time a'YS AM/PM Re-Inspection required: Yes No. *When corrections have been made, call for re-inspection at 303-234-5933 Date: 1117r1,o lnspector: ~e DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: 01-a- Yy i4! .~.r-O Fu 2s.v/ -f- 2l 4o ❑ No one available for inspection: Time 3 AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: n,yvr Inspector: ~r ~ DO NOT REMOVE TH/S NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-59331nspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE InspectionType: ,q<o,;~.~=,~rt Job Address/Permit Number: sc.,-./ Ai- s~~zs ❑ No one available for inspection: Time 4°s AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: 7i~7 Inspector: DO NOT REMOVE TH/S NOT/CE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: - p,4.4 7,,4,1 Job Address/Permit Number: ~o T.~. S~,v r/-s f'. 67c g'G ❑ No one available for inspection: Time AM/PM Re-Inspection required: , Yes No *When corrections have been made, cal! for re-inspection at 303-234-5933 Date: Ir;✓,~~ 1o7 Inspector: Y~.e,- / DO NOT REMOVE THIS NOTICE OF W HEQrq U ~m City of Wheat Ridge °~LoRa~° Commercial Demolitio PERMIT - 071196 PERMIT NO: 071196 ISSUED: 11/01/2007 t JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 04/29/2008 ft DESCRIPTION: demo of "south house" at Lutheran Campus CONTACTS gc 303/295-2511 M.A. Mortenson, Jr 01-8817 M. A. Mortenson Company sub 303/227-4818 Gary A Thiaville 01-8567 Sturgeon Electric Co. sub 970/669-1666 Robert R. Brunson 01-9423 U.S. Engineering Co. sub 970/669-1666 Dwight Brinkman 02-1413 U.S. Engineering Company PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: .00 FEES Demolition Fee 50.00 TOTAL 50.00 Comments: al1 utilities must be properly capped subject to field inspection I hereby certify that the setback distances proposed by this permit application are accurate, and do mt violate applicable ordinances, rules or regulations of the City of Wheat Aidge or covenants, easements or restrictions of record; that all measurements shoum, and allegations made are accurate;.that I have read and agree to abide by,all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor/owner date 1. This pesmit was issued in acmrdance with Che provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit espires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. COntractor shall notiEy the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection ar efore proceeding with successive phases of the job. 6. The issuance of a permit o p oval of drawings and specifications shall not be construed to be a permit Por, nor an approval of, any violat he provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject o f~ld inspections. Signature of Chief Building Official tlate INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ; . . . . f WHEqT o P :o m . ~~[ORPO~ City of Wheat Ridge ~ Buiidiny Permit Number. Community Developmenf Deparfinent Date CC//MMER C[G7t.l:c l.° M 16.~ey . ~.EUI~INGPE~i~.X~:4~IT' A-PP.LI I.C.+.~-~~70N. Property Owner: F X_r-M PL st L U'TH F- KAti Properry Address: '~3CX~ ~ 3 SS .M/~ G✓ ~Q1~ Contractor License Ne.: Company: M. /-4 - 1✓lOr- -JV'-.t/C~.it/ J ` 3 _yzS R 11%L?~ ~ 33 Phone: ~ ~Z:19 Phone: :'zr75 -zq S-zSZXl . OWNEWCONTRACTORSIGNATURE OF UNDERSTANDING AND.AGREEMENT, I 904lppD@pf.V8IU8ElOOFlgU!'B: . . ' J hereby certiry that the sefback distances proposed6y fhis.permif application are . accurate, and-do not violateapplicable ordinances; rules or reguialions ofthe City of t Rid o en nt e t t t i i f - V31U0:$16 LXSU ge rcov a s, easem Whea n s or es r ct ons o . record; thatall measurements - stiown, and ailegations made are accurate; that I have read and agree to a6ide by all ~ PCYrillt FeO:$ . conditions printed on thisapplicatlon and that I assume fulb responsibility for compliance with the Wheat Ridge Building Code (1.B.C) and all otherapplicable Wheat Pl3ri ReV18W Fee:$ . . . Ridge Ordinances, forwork underthis permit. Plans subJectfo field inspection. . (OWNER)(CONTRACTOR):SIGNED DATE USe •I•2X:@ .TQt~:~p . (OWNER)(CONTRACTOR):PRINTED /V %G ~ ~E✓65cil-t DATE 111 1 107 . . . . Use of Space (description): 25~ Le) OA1~ Y Description'ofwork: .;-~~~v . Sq. Ft. added Electricei LicenseNo: Plumbing License No: Mechanical License No: Company: S1U~C76,,LA/ o5L,9&7- CompanY: U5- 9N67li✓6Ats.,<_ Company: /JS Expiration Date: Expiration Date; Expiration Date: ApprovaL ApprovaL' ApprovaL (1) This permit was issued in accordance with the. provisions set forth in your application and is su6jectto the taws of the Slate of . ColoradoandtotheZoningRegu{a4ionsandBUildingCodesofWheatRidge,Cobradooranyotherapplicableordinancesof . the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. . (3) If this permit expires, a new permit maybe acquired for a fee of one-halfthe amount normally required, provided no changes ' have been orwill be made in-the original plans and specifications and anysuspensiop or abandonment has not exceeded one . . . (1)year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit. (4) _ No work of any manner shall be done that wiii change the natural tlow of water causing a drainage problem. . . (5) Contractor shall notify iheBuilding Inspector twenty-four (24) hours in adVance for all inspections and shall receive written approvai on inspection card before proceeding with successive. phases of the job. (6) The issuance ot a pertnit or the approval of drawings and specifcations shall-not beconstrued to be a permit for, nor an approvalof,anyviolationoftheprovisionsofthebuildingnodesoranyotherordinance,law,ruleorregulation..Allplanreview issubjecttofieldinspections:. . . . . . ChiefBuiiding Official '2KQ SS3NISIIg ONIM07q03 EHS NOISJadSNI x03 2= SS3NISnff I~NV Wd£ hH 3QHW aH ZSRW SSS3Rb3H SS8Z-SEZ(£0£) °aD2330 E)NIQZIRH . ££65-6EZ(£0 ) :3NIZ ssanbax NOIZD3dSN2 a~Qp ie10x330 buiPT?nH 3a?4J 3o aznaeu6ts ~ . sui pTa?3 0l ~oa[qns s? mainaz uetd tTy 'u0zqeLn6az so ainz 'meT 'aDueuzpxo zayW hue zo sapoo 6uzp1?nq ayq ;o sao?sznozd aqq 3o uoiq2to;n hue '3o T2nosdde sse sou 'io; ;twsad e aq o; pansqsuoO aq aou iieys su0?4e0z3?oads pue s6uimezp 3o j2nozdde aqa zo qtwzad e 3o ao¢2nssz auy -9 -qoC auq 3o saseyd an?ssaoons 41?m bv?paaoozd aso;aq pseo uozqoadsui ao tenozdde uaaqtsm aAzaOaz tTeqs pve suo7;oadsu? 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' . 1b3HM D . ~ ~~?~0`~0 ~ ' OF WHE~rq~ ~ c City of Wheat Ridge c? m COLORPComm. Tenant Finish PERMIT - 071079 PERMIT NO: 071079 ISSUED: 10/03/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 03/31/2008- DESCRIPTION: 3RD FLOOR NEUROVASCULP.R LAB PHASE II PER ATTACAED PLANS CONTACTS GC 303/571-5377 02-1114 Gerald H. Phipps, Inc. OWNER 303/425-4500 EXEMPLA SUB 303/227-4818 Gary A Thiaville 01-8567 Sturgeon Electric Co. SUB 303/295-1414 Jim Durant 02-1280 Trautman & Shreve, Inc. SUB 303/295-1414 Jim Durant 02-1280 Trautman & Shreve, Inc. SUB 303/429-3600 Joseph J Bogetich 02-1940 Westover Corporati on SUB 303/662-0855 Daniel Shaw, Pres. 06-0138 Netversant-Denver, Inc. PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA . BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 200,000.00 FEES Permit Fee 2,019.95 Plan Review Fee 1,312.97 Total Valuation .00 . W~7~J If Use Tax 3,600.00 - TOTAL 6,932.92 Comments: Red-Line on Plans I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or cwenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wh,~at J.idge Ordinances, for work under this permi~t. P}ans subject to field inspection. 1. This permit was issued in accordance with the provisions set forth in your application and issubject to the laws.of the State of Colorado and to the Zoning Regulations and Huilding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit sha11 expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion cf the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. if changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hovrs in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance o£ a permit or the approval of drawings and specifications sha11 not be mnstrued to be a permit for, nor an approval of, any violation o the provisions of the building wdes or any other offiinance, law, rssle or xegulation. A11 plan review is subject o d inspections. Signature of Chief Build"O cial date INSPECTION REQIIE LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. . op WHEqT . CIty Af Wh@at RIdgO 8uilding Permit Number: Community Development Department oate: . ~OLORPOO - C OMM~.lRS„rM- & A~/:C.FL Tl- .E.`.~.t~.~~.l~Y. . . . . BI..CIf~~~~ PERAHTAPPUC.rA TION. . PropertyOwner: C- Xfn /iG,f L/,~I~(e /L~J mE/JjG4'_ C'ew;rdC Property Address: 00360 Cv- Phone: 363 - VS - qffb6 ContractorLicenseNo.: Oa' /!/C( Company: 6Wo Pf(/#s Z;tiC Phone:3°3`.5)l - .5_-3 77 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildinq Dept. Ualuation Figure: $ I hereby certiry that the setback distances proposed by this permit application are accurate, and do not violate applicabie ordinances, rules or regulations of the City of ~7~llE 1 " 00 ~ Wheat Ridge orcovenants, easements orrestrictions of record;thatall measurements shown, and allegations made are accurete; that I have read and agree to abide by all perillit F00:~ conditions printed on this application and that I assumefull.responsibility for compliancewiththeWheatRidgeBuildingCode(I.B.C)andallotherapplicableWheat P1anReviewPee:$ Cl.~ . . Ridge Ordmances, forwork under ihis permit. PI~ s subjectto field inspection. jJSe TaX: . . (OWNER)(CONTR4CTOR):SIGNEDs" / DATES'~ _0 TOtal:$ . . (OWNER)(CONTRNCTOR :PRINTED ~ ~~,//n J 21VNvL"! DATES-dl -67 " ~ 3v3 -33 - 95-6 7 Use of Space (description): ~G c z)fcgV_ Description of work: . . . . Sq.Ft.added -v lL'iG(/ G.6 .CQiJI19X4,L1r BUII.DING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONING COMMENTS . . . . . . . Approval: . . . . . . . . . . Zoniny . . . . , r . . BUILOING COMMENTS' 6 h . . . Approval: PUBLIC WORKS COMMENTSi . Approval: . . n . m 3 IRE DEPARTMENT COMMENTS ~ - . . Approval: . ...v ..57 . . lOccupancy: Walls Roof: Stories: Resi : Electrical License No: G~~S67 PluKnbing License No: p„? [a9, b Mechanical LicenseNo: 0d'l~?00 CompanY S11,,44W .6~jG CompanY: 770i4t!B%/i3w z sflKZuE Company; ~~/jv✓ ~ SKy~"~c/~ Expiration Date: Expiration Date: Expiration Date: ApprovaC Approval: Approval: ' -(1)Thispermlt was issued in accordance with the provisions set forth in your application and is subject to the laws of the State ofQ~"~G(~. Colorado and to the Zoning Reguta6ons and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of' ' the City. UJ&_1JVV1(4 ' (2).. TRis permit shall expire if (A) the work authorized is not commenced withinsiMy (60) days from issuedate or (B) the bwiding C'0 authorized issuspentled or abandoned for a period of 180days. . (3) Jfthispermitexpires,anewpermitmaybeacqulredforafeeofone-halftheamountnormallyrequired,providednochanges . fiavebeenorwillbemadeintheorigmalplansandspecificationsandanysuspensionorabandonmenthasnotexceededone :(1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full feesshall tre paid for a new permit. 6G -U32,. (4) No work of any manner shall be done that will change:the natural flow of water causing a drainage problem. (5) Contractor shall notify.the Building Inspector twenty-four (24)'hours in advance for all inspections and shall receive written /JO' . approval on inspection card before proceeding.with successive phases of.thejob:. . U~2~~... . (6) The issuance of a permit or theapproval of drawings and specifications shall not be construed to be a permit for nor an approval of, any violation of the provisions of the building codes or any olher ordinance,law, rule orregulation. All plan review . issubjecttofieldinspectiona~ . . . . Chief Building Official ; ~~m City of Wheat Ridge lot WHEQTq oRa Comm. Tenant Finish PERMIT - 071078 PERMIT NO: 071078 ISSUED: 10/03/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 03/31/2008 DESCRIPTION: LEVEL 1 DIAGNOSTIC IMAGING PERATTACHED CONTACTS GC 303/571-5377 02-1114 Gerald H . Phipps, Inc. SUB 303/227-4818 Gary A Thiaville 01-8567 Sturgeon Electric Co. SUB 303/295-1414 Jim Durant 02-1280 Trautman & Shreve, Inc. SUB 303/295-1414 Jim Durant 02-1280 Trautman & Shreve, Inc. SUB 303/429-3600 Joseph J Bogetich 02-1940 Westover Corporation SUB 303/662-0855 Uaniel Shaw, Pres. 06-0138 Netversant-Denver, Inc. OWNER 303/425-4500 EXEMPLA PARCEL INFO ZONE CODE: UA USE: UA SL7BDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY . ESTIMATED PROJECT VALUATION: 109,000.00 FEES Permit Fee 1,357 .47 Plan Review Fee 882 .36 Total Valuation .00 ~ s- Use Tax 1,962 .00 W ' ~ TOTAL 4,201 .83 Comments: Red-Line Notes on Plans I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the wheat Ridge Building Code (I.H.C) and all other applicable/ e~Ridge Ordinances, for work under this permit' Pl~ns subject to field inspecCion. ~ii ~r-~ 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the zoning Regulations and Huilding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This.permit shall expire 180 days from the issue date. Requests for an extension must be received prior to.expiration date. An extension may be granted at the discretion o£ the Huilding Official. 3. If this permit expires, a new permit may be acquired for a Eee of one-half the amount normally required, provided no changes have been or will be made in the original plans and speci£ications and any suspension or abandonment has not exceeded one (1) year. If changes have been or i£ suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural £low of water causing a drainage problem. 5. Contractor shall notify the Huilding Inspector twenty-four (24) hours in advance for all inspections and shall rece!ve written approval on inspection card befoxe proceeding with successive phases of the job. 6. The..issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any viol ion of the provisions o£ the building codes or any other ordinance, law, rule or regulation. All plan review ' j to field inspections. . Signature o£ Chie£ uil ' g Official date . INSPECTION R QUEST LINE: (303)234-5933 BUILDING OFEICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. p tA-~'-tt= 0'7~~3t3 ~ oF WHEql City of Wheat Ridge Building Permit Number: Community Development Department Date: ~~(ORP00 F.rOIWERCML & .€C',l`Rf,4'..tTI-:F"."IF:;Y L,~~~DIN4d' PERMI T Afftfi'l,.rA TIOf C . Property Owner: &'r,601`f% .C41-0d . Property Address: ~ 3GU Ct/- j,06AA-e- Phone:3,U -yl~_o Contractor License No.: eV-111V Company: G'.~Lx O yj. (9ld /ldj~7f -~it/C Phone: 36 3. 5-71-5`-3 7 7 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT BuildinqDept. UaluationFigure; $ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of V~ e' /0 C~ i Wheat Ridge~or covenants, easements or restrictions of record; that all measurements shown, and ailegations made are accurate; that I have read and agree to abide by all POTITllt FeO.$ conditions printed on this application and that I assume fGll responsibility for ~ ~ compliancewiththeWheatRidgeBuildingCodeQ.B.C)andallotherapplicableWheat P1an ReV1eW~B0:$ Ridge Ordinances, for work under th' ermit. s subject to fieid inspection. jJSe T&,,X1:@ (OWNER)(CONTRACTOft):SIGNED ~ DATEL~.~qO ~ - TOt0.1:.p Use of Space (description): G"V- ~L a6NOS7/G =~uLJ,djC/h/~ Cp~/2aL ,Q~o~ Description of work: 01-164-06 Sq.Ft.added 1(i~_ . . BUILDING DEPARTMENT USE ONLY NFt.: NG COMMENTS ApprovaC Zoning: ~ . . ! ~ DINGCOMMENTS: G+ \ l ApprovaC~ 1hl~/~C1K~/ ~ : . . ~ ~ V V l.J .IC WORKS COMMENTS . Approval: a . DEPARTMENTCOMMENTS: Approval: . . . . . ~ . . c9~ : C$~. lOccupancy: Walls: Electrical License No: U(5 g7 Company: SU/CG6,or✓ fGa Roof: Stories Residential Units: I I Plumbing License No: 6 ).71G0 Mechanical License No: d,~ -/dgU CompanY -17Aj1q~'hv G S~/G~iu~ Company: 7~Ul~'1~ Sfl Expiration Date: Ezpiration Date: Expiration Date: Approval: Approval: Approval: 00` 11NO . : (1) This permit was issued in accordance with the provisions set forth in your application and is subjed to the laws of the State of WESZ✓Ek : . . . CobredoandtotheZoningRegulationsandBuildingCodesofWheatRidge,Coloradooranyotherapplicableordinancesof the City. . . . . . . G02/0 - - (2) This permit shall expire if (A) the work authorized is not commenced within siMy (60) days from issue date or (B) the buiiding . . authorized is suspended or abandoned for a periodof 180 days. . (3) If ihis permit expires,a new permit may be acquired for a fee of one-half the amount normally required, provided no changes. . Q/3 . have been orwill be made in the original plan5and specifications and anysuspension or abandonment has not exceeded one - C' . (1)yeacifchangeshavebeenorifsuspensionorabandonmentexceedsone(1)year,fullfeesshallbepaidforanewpermit. . . (4) . No work of any manner shall be done that will change the natural Bow of water causing a drainage problem. .(5) Contractor shall notifij the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written ~ approval on inspedion card before proceeding with successive phases ofthejob. m - ~ . (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an . ~ approval of, anyviolation ofthe provisions ofthe building codes or any other ordinance, law, rule or regulation. All plan review . . . issubject to field inspections. . . . . . . Chief Building Official • COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 2345933 Inspection line (303) 235-2855 Office CORRECT/ION NOTICE ~ ❑ Elec. ❑ Plumb. ~ld Mech. ❑ Structural ❑ Other - ❑ 1st ❑ 3rd Job Address: 2~ ~LA_ A n ~ , Re-inspection fee of $ must be paid prior to re-inspection. ~ ❑ Blocked Access ~ ❑ No one available for inspection: Time AM/PM ~ ~ 'When co ctw s have been made, call for re-inspection af 303-2345933 ~ Date: /iU✓ ` Inspector: DO NOT REMOVE THIS NOTICE . - , - i t i COMMUNITY DEVELOPMENT DEPT. tioF'""~"TR,T Inspection Services Division (303) 2345933 /nspection line (303) 235-2855 Office CORRECTION NgTICE Elec. ❑ Plumb. ❑ Mech. g Structural ❑ otner. ❑ 1st ❑ 2nd ❑ 3rd ~ Z ' Job Address: ~3~)(7 ( R I . :27~ uvqll Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access No one available for inspection: Time AM/PM ''When correcfions have been made, call for re-inspection at 303-2345933 Date: 2 ° Inspector: ~ DO NOT REMOVE THlS NOTICE ~ t r . . . . , COMMUNITY D;~VELOPMENT DEPT. ti~FW"~"TR.T InspectionServicesDivision (303) 234-5933 Inspecfion line (303) 235-2855 Office COCORP~~ CORRECTION NOTICE ; ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other r ❑ Re-inspection fee of $ must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM *When correctio s have 6een made, call for re-inspection at 303-2345933 ~ ) t Date: Inspector: DO NOT REMOVE THIS NOTICE a COMMUNITY DEVELOPMENT DEPT 4~W"~9TR,om Inspection Services Division (303) 234-5933/nspection line (303) 235-2855 Office CORRECTION NOTICE ❑ Re-inspection fee of $ must be paid prior to re-inspection. o Blocked Access o No one available for inspection: Time AM/PM *When correcGons have 6een made, call for re-inspeciion ai 303-2345933 . Date: /2 Inspector: DO NOT REMOVE TH/S NOTICE ❑ Elec. ❑ Plumb. Lld' Mech. ❑ Structural ❑ Other 4NOO'NHE;~ eat Ridge City of Wh Commercial Demolitio PERMIT - 070414 PERMIT NO: 070414 ISSUED: 05/07/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 11/03/2007 DESCRIPTION: Interior non-structural demo. (Patient Rooms) CONTACTS owner 303/467-4869 Exempla Lutheran Med. Ctr. GC 303/295-2511 M.A. Mortenson, Jr 01-8817 M. A. Mortenson Company PARCEL INFO ZONE CODE: PHD SUBDIVISION: UA USE: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 50,000.00 FEES Demolition Fee 50.00 Total Valuation .00 TOTAL 50.00 Comments: - Non-structural demo only. Subject to field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for.compliance with the Wheat.Ridge Building Code (I.B.C) and all other applicable Wheat Aidge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of WheaC Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this pesmit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and anysuspension or abandonment has not exceeded one (1) year. I£ changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. NO work of any manner shall be done that wi11 change the natural flow o£ water causing a.drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The i suance of a permit or the approval of drawings and apecifications shall not be construed to be a permit for, nor 11 a roval ofp a violation of the rovisions of the building codes or any other ordinance, law, rule or regulation. iliplan revi$y ¢ubject to field inspections. Chief Building Offical date INSPECTION REQUEST LINE:(303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPT.. aF'""~'TQ,T - Inspection Services Division, (30J) 234-5933Jnspecfion line (303) 235-2855 Office CORRECTION NOTICE ❑ Elec. ❑ Plumb.~ ❑ Mech .,^0 Structural lOther ~ 0 st ❑ 2nd~ ❑ 3rd p~"1 Job Address: ~ ~ ~i> 'r- _ *When corrections have 6een made, call for re-inspecfion at 303 2345933 Date: Inspector. i DO NOT REMOVE THIS NOTICE ❑ Re-inspection fee of $ must be pafd prior to re-Inspectlon. p Blocked Access ❑ No one available for inspection: Time AM/PM City of Wheat Ridge Commercial Miscellan PERMIT - 070961 PERMIT NO: 070961 ISSUED: 09/10/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 03/08/2008 DESCRIPTION: Relocate existing building mounted antannas (hosp.tele si CONTACTS owner ten 303/229-4681 GC 720/858-1115 gc 720/858-1115 ELMC Brad Johnson Bill Kallergis 02-1552 WESTERN TELCOM, Inc. Bill Kallergis 02-1552 WESTERN TELCOM, Inc. PARCEL INFO ZONE CODE: phd USE: UA SUBDIVISION: UA - BLOCK/LOT#: 0/ FEE SUMMP.RY ESTIMATED PROJECT VALUATION: 10,000.00 FEES Permit Fee 235.70 Plan Review Fee153.21 Total Valuation .00 Use Tax 180.00 TOTAL 568.91 Comments: MR: OK JS: APPROVED i hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of wheat Ridge or covenants, easements or restrictions oE record; that all measuremenes shown, and allegations made are accurate; that I have read and agree to abide by all wnditions printed on this application and Chat I assume full responsibility for compliance with the wheat Ridge auilding Code (I.B.C) and all other applicable WheaC Ridge Or M1n aces, for work under this permit. Plans subject to field inspection. 1?` ('i~l ~ d,3k 3t Signare of contractor/owner I I date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws oE the 5tate of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of Che City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at Che discretion of the Huilding Official. . 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no . changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspec[ion card before pmceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violaCion of the proisions of the building codes or any other or3inance, law, rule or regulation. All plan review is subject to f' 'n ctions. Signature o£ Chie£ Huilding offic' 1 date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION TAE FOLLOWING BUSINESS DAY. OF YdHEqTA, _ City of Wheat Ridge °OLoRCommercial Miscellan PERMIT - 070961 IT NO: 070961 ISSUED: 09/10/2007 ADDRESS: 8300 W 38TH AVE EXPIRES: 03/08/2008 RIPTION: Relocate existing building mounted antannas (hosp.tele si CONTACTS 303/229-4681 Brad Johnson 303/799-4994 Jeff Kriznoski PARCEL INFO E CODE: phd DIVISION: UA * FEE SUMMARY ESTIMATED FEES Permit Fee 235. Plan Review Fee 15 .21 Total Valuation .00 80.00 Use Tax /568.9-1 TOTAL . OK . Approved. 02-0536 Xectrum Construction Contract USE: UA BLO /LOT#: 0/ VALUATION: 10,000.00 I hereby certify that the setba9/distances propoaed by this pesmit application are accurate, and do not violate applicable ordinances, sules or regulatio~n`s of the City of Wheat Aidge or covenants, easements or restrictions of record; that all measurements ahown, and allegat'ions made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Aidge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. of contractor/owner This pesmit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Huilding Codes of wheat Ridge, Colorado or any other applicable ordinances of the City. This permit ahall expire 180 days from the issue date. Requests for an extenaion must be received prior to expiration date. An extension may be granted at the discretion of the Building official. If this permit expires, a new pesmit may be acquired Eor a Eee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have beenor if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pezmit. ' No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance of a permit or the approval o£ drawings and specifications shall not be construed to be a pesmit for, nor an approval o£, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review ie subject to field inspecCions. of Chi)ftoWding OfEicial aate T LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 MADE BY 3PM ANY BUSINESS DAYFOR INSPECTION THE FOLLOWING BUSINESS DAY. , wAr- Spectrum Construction Contracting, LLC September 20, 2007 City of Wheat Ridge Building Department 7500 W 291h Avenue Wheat Ridge, CO 80033 303-235-2855 303-235-2857,fax Re: Permit - 070961 (TRANSFER) Job Address: 8300 W 381" Ave Dear Christie, Spectrum Construction Contracting, LLC would like to transfer the subject Building Permit, 070961. Please transfer to the following contractor: Western Telecom, Inc. 50 S Havana St., Suite 520 Aurora, CO 80012 720-858-1115 303-478-8101 - Mobile 720-858-1117 - Fax Attn: Bill Kallergis Area Manager, Denver Please contact me if you have any questions or need additional information. Sincerely, 60uuri. ~-xar~.to- v Dawn Jones Project Coordinator 7399 South Tucson Way • Suite C-5 • Centennial, CO 80112 • Phone 303.799.4994 • Fax 303.799.4995 t Y z 12 h F ~ i~ ~ j OCt0U2r 2, 2007 City Of Wheat Ridge Permitting Department 3975 Kipling Street Wheat Ridge, Colorado, 80033 ItE: Cbange of General Contractox of IBecordeal Sprint PCS has change the C,eneral Contractars for We upgrade project of the ranruanned ce61 site Iocated at; 83IX1 West W' Avenue, Wheat Ridge, Calorado 80033. Peexnit Number 070961 •Ori '€Contractor: Spectrum Canstruction, 7399 S.1'ucstrn Way Suite 5, Centennial, Co. 80112 • Neev Comta°actor: Westean Telcom, Ina 50 South Havana Street, suite 518 Aurora, Colorado 80012 '1'hank you in advance for your help. Please call with any questions S~ Shaun allagher Construction Project Manager SprintiNexYel 333 Iaverness Drive South, Englewood, C0.80112 City of Wheat Ridge Commercial Miscellan PERMIT - 070908 PERMIT NO: 070908 ISSUED: 08/27/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 02/23/2008 DESCRIPTION: Site Zmprovements. Roadwork &Utility Package. CONTACTS owner 303/425 -4500 gc 303/295 -2511 sub 303/227 -4818 sub 970/669 -1666 sub 970/669 -1666 M.A. Mortenson, Jr Gary A Thiaville Robert R. Brunson Dwight Brinkman Exempla Lutheran Med. Ctr. 01-8817 M. A. Mortenson Company 01-8567 Sturgeon Electric Co. 01-9423 U.S. Engineering Co. 02-1413 U.S. Engineering Company PARCEL INFO ZONE CODE: PHD USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 7574,772.00 FEES Engin. Review Fee 1,250.00 Grade/Fill Permit 267.00 Permit Fee 38,525.20 r ~ Plan Review Fee 25,041.38 Total Valuation .00 Use Tax 136,345.90 TOTAL 201,429.48 Comments: OK - TRC OK - DS: See FireDepartment Notes in files OK - JS: See notes on plans b ~ OK - DFB: A drainage certification shall be required prior to issuance of C.O. - see attached sheets Electrical must meet 2005 NEC Subject to field inspections I hereby certify that the setback distances proposed by this permit applicacion are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Whlpe Ridcinances, for work under this permit. Plans subject to field inspection Signature of con+(ractor/owner dafe 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Aegulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount nozmally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. . 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (21) hours in advance Eor all inspections and shall receive writtenapproval on inspection car before proceeding with successive phases of the job. 6. The issuance of a permit or t oval of drawings and speciEications shall not be construed to be a permit for, nor an approval of, any viola ' he provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subjec ld inspections. of Chief Building Official date N REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. it F2itl~p Property Owner:. FKA., Proparty Address:;t3co i 'Contractor License No.:'.:. 6180 Compaui OWNERICONTRACTOR SIGNATUREYi hereby certiTy that the setback dist _ -accurate anddonotviolate:applicab - 'Wh tRid-eorcovenants easemen~ ~ . ea 9 . . . o.- F~ shown, and allegations made are accurate tbat I have Geadand agreeto abide by:all . i PgrnlitF y0:$ c6'nditions printed on lhis :zppliaaf,ion aPd 1hah, I assume full r$sponsiptlHy (at . compliancewiihtheWheatF,{idgeBuildingCode(I.B.C)andallother~ppllcable%hea} p12riReV1eVJ)~ee:$ . RidgeOrdinances,forworkunderthispermit.Planssubjecttofieldinspection.-; -USe'..I,3X: . .(oWNER)(coNTanCrOa) SiGNEO DP.7E 71/f .0 TO.t2.1:$ (OWNER)(CONTl3ACTOR)'PRINTED 1'11' QATE It G~ UseofSpaee(description): ~.~?4~.~."?ue/✓~~ Description ofwotk: p,~pH,U~~ ~i-.U;TiLt7Y ~AGKrkl~1~ Sq. Ft. adtled- BUILDING DEPARTMENT USE ONLY SIG: Sq.Ft : ONING COMMENTS ApProvaf' ' ~ . . . Zoning . . ~ COM ~S MENTS: BUIIDMG : ApprovaC ff DR.+-larPtrIF Cc-~aa7Fr o~J `~T S ~C ~ P. Sfl~Yt~- I3E vi F . PUBLIC WORKS COMMENTS: ~ /SSV ~~~~r~-~~ d • " Approval' O4 7 g~zzfa-7 . iRE DEPARTMENT COMMENTS. S~, IN ~ lJ Electrical License No: ' plumbing,License No: ' Nlechanical License No. ` CompanygG~(. Company.~>S F,o/C1/INffew'c'j Gorrmpany'. Y5. L-P✓G~/.,~l~i.~~~ Expiration Date: Expiration Date: Expiration Date: ApprovaC ApprovaC ApprovaL' ; (-I) This permitwas issued in accordance with the pmvisionsset forth in your application and is subjecfto the laws of the State of~ . .ColoradoandtotheZontng-Regulations-andBuildingGotlesofWheatRidgeColoradooranybther applicableordinances:bf. 'theCity. . . . . . . . . :.(2) This -permitshall ezpire if (A)tfie work aulhorized is notcommenced within sixly (60) days from issue date or (B) the building- authonzedis suspended:or abandoned for a penod ot 180 days. '-(3) Iftfiis permi( expires a new petmlt may be acquired for a fee of one-Balfthe amounl normally required, proJided no changes . havebeenorwilibemadein-thebriginalplansandspecificationsandanysuspensionoratiandonmenthasnotexceededone(i)year. Ifchangeshavebeenorifsuspensionorabandonmentexceedsone(1)yeat,fulifeesshallbepaid(ora:newpermit li. (4) No work of any manner shall bedone thal will change thenatural fiow of water causing a drainage problem ".(5) Confractor shall notify the Building Inspector twentyfour (24) hours. in advance for.all tnspectionsand shall receive written- apprgval on mspection card'he(ore proceeding with suGCessive phases of the job ;II (6) The issuance of a.~pertnit or theapproval of drawings and specificafions shall not be construed'to be a permit 8or, nor an..',, approvalofanywolationoftheprovisionsofthebuildingcodesoranyother ordinance,Iaw,ruleorregulation.All.planreview . is subjectto fieldinspect'rons.... : . : . . - . . : ' Chief Building Official , F~HEqT DEPARTMENT OF PLIBLIC WORKS COMMERCIAL/MULTI-FAMILY °oLORPO° BUILDING PERMIT APPLICATION REVIEW Depamnento Public Works Date: ~427 07 Location: g300 tt> 38~`~-vE~~v€ ATTENTION: BUILDING DEPARTMENT I have reviewed the submi[ted application documents to construct a~~.~'4E7~G/AL ~4"DD/770n) 70 f{0-TP?~Z., to be located at the above referenced address. Please note the summary comments below. 1. ✓ Proper[y Boundary Closure: ✓ OK _ Not OK; reFer [o stipulations. 2. Drainage: a. Final Drainage Report and Plan required y/ b. Drainage Plan & Certification Letter required c. Lot drainage/grading is to be reviewed by the Building Division d. Sife drainage/grading has been reviewed and are: _Lo~'OK _ Not OK; refer to stipulations 3. ✓ NPDES Permit Required: v~ Yes _ No 4. ✓ Public Improvements to be comnleted: a. streetpaving/patching: ~Yes No b. curb & gutter: -A~--Yes No c. sidewalk: ✓ Yes No d. standard street lights: Yes ~C No e. pedestrian lights: Yes No f. storm sewer: ~CYes No g. letter of credit required: _ Yes ✓ No If a Ietter of credi[ is required, for what im provements? _I Amount of the letter of credit: $ N4,4 5. ✓ SIA/PIA required: _ Yes -&,--No 6. J/ Traffic impact analysis and report required: Yes _LZ~No 7. ✓ Sheet Access Permit required: Yes -,~No If yes, was it approved by the Director of Public Works? _ Yes No 8. ✓ Does all existing roadway/alley R.O.W. meet the standards of the City: _ Yes _IZNo If not, what is requested: • 0,9,044 Has the dedication been received? - Yes No BvT / S/N' P2o6/140rt5 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material an d hereby approves this Permit Application, subject to the above and/or aYtached sUpulations. ~ / ~ - - . ~ Z , &6 7 Slgnature David F. Brossman, P.L.S. Date 10. 0114 NOT APPROVED: The Public Works Department has reviewed the submit[ed material and does not approve this Permit Application for the reason(s) stated. Signa[ure David F. Brossman, P.L.S. Date 11. / Stipulations: EAosiON 60,y~4- Sf142W- DE /XJ PIAGE P.elb.t 7n ~OiKplC.d4E7-~ aF Cs.L}~iNG /t'GT~V/T/~S . 12. _J- NOTE: Any damage to the existing Public Improvements as a result of this constructron is to be repaired to _ meet City standards by the Permit Applicuit prior to the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter is required prior to the issuance of the C. O. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 e 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 cm or wn~t waye t Department of PubGc Works NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 8'I27101 ADDRESS $300 LrJ• 38'4` A(/EVc~ Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged fmm related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File Rev 4/03 F wt+E,qr v _ DEPARTMENT OF PUBLIC WORKS DEVELOPMENT REVIEW FEE STRUCTURE " CptORPpO FOR BUILDING PERMIT APPLICATION ~m ~wmks Date Applicant: Phone # Location of Constntction: 8360 W. 384k i4 va-x/vc Purpose of Construction: {~esp~r.tc. i¢bI>/T/OnJ Single Family Commercial CI_~ Multi-Family Develoament Review Processine Fee $100.00 $/O D• 00 (For document processing) Sinele Familv Residence/Dunlex Review Fee $50.00 $ Commercial/Multi-Familv Review Fees: • Review of existing technical documents $100.00 $ • Initial reviewl of technical civil engineering documents . " nd 00 00 submittals) $500.00 and 2 (Fee mcludes reviews of the 1 • $ • Traffic Lnpact Study Review Fee: 400 00 nd " $ 00 .O . submittals) $ and 2 (Fee includes reviews of the 1 ~ Each Application will be reviewed by s[aff once and retumed for changes. If after review of the second submittal changes have not been made to the civil documents or the Trallic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: D 3rd submittal (%z initial review fee) $250.00 $ Z50.0 4" submittal (full initial review fee) $500.00 $ All subsequent submittals $500.00 $ (Futl initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $ 1 Z$O. p0 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, TI-IERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WI"I'IIIN PUBLIC RIGHT-OF-WAY. Signature of Applicant id9~ Date g/2d0 Z Rev 5/07 5. Permit Fees* 50 cubic yazds or less 51 to 100 cubic yards lOlto 1000 cubic yuds for the 5rst 10 p cy $23_SO $37,00 $37.00 plus for each addiUonal 100 cy or fractiott thereof cy X $17.50/100cy IODl to 10,000 cubic yards For the £irst 1000 cubic yazds $194.50 l9y ~ plus, fpY each additiona11000 cy orfractionthereof cy X $14.50/1Kcy 7Z~ *Wheat R.i.dge Code oPLaws Section 5-76. TOTAT,, $ Z~; 129~- All ll pemuts shall he appGed for prior to fill depoaition or excavation operatians 6egin. Any permic applied for after cuCCiilg or filling operatipns on sitz are in progress shall be subject to a double fee dnd other penalties as prescribed by Wheat Ridge Code of Laws, Sectzon 26-1004. Any fill requested uuder this permit within the 100 year flood zone MUST CONII'LY WITH WI-TEAT 1tIDG$ CODE OF LAWS, SECTION 26-801, FLOOD PLAIIN zONING OR]71NANCL7. I HEZtEB'Y ACKNpV1WT.EDGE TTiAT 'X')MS AFPT,ICATXOIV IS CORREC'f A1VA UNDEIL9TANV THAT I CANNOT S7CART THIS 1'TtOJECT TJNTII., T$IS Ak'1'Y,ICATYON IS APPROVED. I SHALL COMPI(,Y WIT$ THE LAWS OF THE STATE OF COT.ORA,110 AND WITH THE ZOIVTNG I2AGULAx1ONS ANb BT.tIT,DING CODE OF TUE CTTY OF 11'IIEAT TtIDGE, ntvY vYOtaTxorr ox THE aaovE rExnzs wu,i causF xMMBbIATE R.Lr'VOCATION OF T'1315 PETtMIT AND COMMEIVCEMEIVT pF ENFp12CEMIVT PRpCf;F.DIIVGS BX THE CI'CX' OF W~'.,AT RrDfr'E. THITS APPROVED I+L'RMI'x WTLL BE KEPT IN MY POSSESSIO1tiY OR PE1tMANENTX,,'Y ON THE JOB SXTE. APPI,ICANT: ~ Applic s SignaNre Owner'S Signature (i di ent thsu above) CIT'Y QF WMAT TtYllGE: rQ City ~ngtneer a ~~~lo7 Appraval Datef M LETfEI'31AYMh L. pERMIT34Vimr f.YmWg &FiUPwmiLaac Rcv 2/OS b0/40 30tid 9NINNti7d 258Z5EZ60E LL:bT 2-00ZI2Z/89 n. ~ oeparormMOrwnu<works August 27, 2007 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Christopher A. D'Ascanio, P.E. Project Engineer Martin/Martin 12499 West Colfax P.O. Box 151500 Lakewood, CO 80215 Re: - Third Review Comments of the Final Drainage Report and Civil Plans for the Exempla Lutheran Medical Center expansion located at 8300 West 38'" Avenue, Wheat Ridge, CO 80033. Dear Mr. D'Ascanio, I have completed the third review of the above referenced documents received on August 27, 2007. This letter is to inform you that all of the above-mentioned documents for this development have been reviewed and aze hereby approved for construction by the Department of Public Works. Please be aware of the following items regarding the construction of the project: 1. Grading and Erosion Control The erosion control for the project shall be in place prior to the commencement of any grading activities, and maintained as needed during the course of construction. Please be advised that additional erosion control measures may be required if deemed necessary by the City Inspector. 2. NPDES/CDPS Permit The Federal Clean Water Act implemented by the EPA requires that stormwater discharges from certain types of facilities as part National Pollutant Discharge Elimination System (NPDES) be authorized under stormwater discharge permits. Construction sites greater than one (1) acre in size require an NPDES Permit for construction activities. The area of this project is greater than one acre and therefore shall comply with NPDES regulations. The NPDES permit for construction activities is issued by the State through the Colorado Discharge Permit System (CDPS), and may be obtained by contacting the Colorado Department of Public Health & Environment, Water Quality Control Division. A copy of the CDPS Permit shall be submitted to the Department of Public Works prior to issuance of the Minor Grading/Fill Permit. 3. Application for Grading/Fill Permit Prior to the commencement of any onsite grading, an Application for Grading/Landfill Permit, along with the fees due will need to be submitted for review and approval. 4. Drainage Certification Required Prior to C.O. Upon completion of the drainage improvements, the Engineer-of-Record Mr. Christopher A. D'Ascanio, P.E, shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the site grading was completed per the approved Grading & Erosion Control and Drainage Plans, all drainage facilities were constructed and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and the construction of all drainage facilities was completed in accordance with these documents. The Drainage CeRification Letter shall be submitted to the City for review and approval, and shall be accompanied with As-Built Plans for all constructed drainage facilities prior to issuance of a Certificate of Occupancy (or Certificate of Completion). Two (2) copies of the "As-BuilY" Plans shall be submitted as follows: a. 1 copy is to be on full-size 24" X 36 " bond paper, signed and sealed, and b. I copy is to be on electronic media (DVD or CD-ROM) and shall be in an AutoCAD compatible (DWG) format. 5. Public Improvement Restoration/Debris Tracking It will be the responsibility of the of the contractor for the project to repair any damage to the existing public improvements along Kipling Street or 50`h Avenue as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining Kipling Street and 50`h Avenue on a regular basis such that it remains free of construction debris and tracking from construction traffic accessing the site. 6. Right-of-Way Construction Permit(s), Licensing, and Bonding Prior to any conshuction within the public right-of-way, the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Conslruction Permits are issued only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Conshuction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. In addition, if the cost of the proposed public improvements exceeds $10,000, additional warranty bonding shall be required. 7. 2-Year Warranty Period for Public Improvements The contractor shall warrant all wark performed within the public Right-of-Way for a period of two (2) years, commencing upon completion of all constructed public improvements and Final Acceptance by the City Inspector. Prior to the expiration of said 2-year Warranty Period, if the City Inspector at any time deems that the conshucted public improvements are in such condition as to require replacement or repairs, the contractor shall complete such repair work upon request per the City of Wheat Ridge Permit Testing and Inspection Requirements. 8. Materials Testing for Construction within the Public Right-of-Way It will be the responsibility of the developer/owner, to provide the necessary testing as applicable for the scope of this project, for sub-grade compaction and other related material tests for any improvements to be constructed within the public Right-of-Way. (SEE ATTACHED MATERIAL SAMPLING & TESTING REQUIREMENTS) The above comments are as of the date reviewed and may not reflect all wmmeuts from other departments or reviewing agencies. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: Steve Nguyen, Engineering Division Manager Travis Crane, Planner Russ Higgins, Field Services Supervisor File Exempla Lutheren (8300 W38th Ave) CivilPlans - approvaLlh.doc CITY OF WAEAT RIDGE MATERIALS AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised or updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and have cunent calibrated certifications. Soil classifications and moisture-density curves shall be provided to the Department of Public Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of all test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which summarizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements are provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Department of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction. 3 Exempla Lutheran (8300 W38th Ave) CivilPlans - approval.ltr.doc Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 500 feet of roadway, Surveys for roadway and trench AASHTO M145 Sidewalk or pipe trench may be combined Moisture-Density Curve, 1 per on-site soil type AASHTO method determined AASHTO T99 1 per import material source By soil or materials type Embankment in-place density, 1 per 250 feet per lane per 6-inch Minimum density per soil Colorado Procedures loose lift classification, Section 203.07 Roadway subgrade in-place 1 per 250 feet per lane Minimum densiTy per soil density, Colorado Procedures Classification, Section 203.07 Sidewalk subgrade in-place 1 per 250 feet of sidewalk Minimum densityper soil density, Colorado Procedures Classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 18 inch Minimum density per soil Colorado Procedures vertical interval Classification, Section 203.07 Aggregate base course in-place 1 per 250 feet per lane Minimum 95% of maximum density, Colorado Procedures Density, T180 Lime treated subgrade in place 1 per 250 feet per lane No less than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place 1 per 250 feet per lane Density in accordance with contract density, Colorado Procedures documents, T134 Hot Bituminous Pavement 1 per 1000 tons Within specifications of asphalt content and gradation Approved mix design, binder PG 64-22 Hot Bituminous Pavement in place 1 per 100 tons 92-96% of masimum densiTy, T209 density, Colo. Procedures Concrete compressive strength 1 set per 50 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Concrete air content and slump 1 per 25 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewalks and curbing Exempla Lutheran (8300 W38ih Ave) CivilPlans - appmval.ltr.doc DEPARTMENT OFPUBLIC WORKS COMMERCIAL/MULTI-FAMILY c~CORP~~ BUILDING PERMITAPPLICA TION REVIEW p'Pa,`; ~~,oRP,~;;c~yor,s Date: 8 /27 07 Location: g3G0 W 384-41Ai1E•t1vE" ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documen[s to construct a CoiywlEXC//1'L e#Dl7/774%A1 70 MO.SP17-r4. to be located at the above referenced address. Please note the summary comments below. 1. ✓ Property Boundary Closure: ✓ OK _ Not OK; refer to stipulations. 2. Drainage: a. Final Drainage Report and Plan required ~C b. Drainage Plan & Certification Letter required c. Lot drainage/grading is to be reviewed by the Bui lding Division d. Site drainage/grading has been reviewed and are: 1/OK _ Not OK; refer to stipulations 3. ✓ NPDES Permit Required: v~' Yes _ No 4. ✓ Public Improvements to be comuleted: a. streetpaving/patching: _Jz Yes No b. curb & gutter: __ieff-Yes No c. sidewalk: ✓ Yes No d. standard street lights Yes ~C No e. pedestrian lights: Yes ~G No f. storm sewer: -UefYes No g. letter of credit required: _ Yes J/ No = 30N 8 If a letter of credit is required, for what improvements7 ~ ~ O Amount of the letter oF credit: $ i✓41 5. ✓ SIA/PIA required: _ Yes _1,<-No 6. J/ Traffic impact analysis and report required: _ Yes jelNo 7. ✓ Street Access Permit required: Yes -.L~No If yes, was it approved by the Director of Public Works? _ Yes No 8. ✓ Does all exisdng roadway/alley R.O. W. meet the standards of the Ciry: _ Yes JV!~No If not, what is requested: 10 • O~ lzoz') Has the dedication been received? Yes No 13v i / sMJ - P906/1.JEA5 9. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the above and/or attached stipulations. SZ7`6 7 Signature David F. Brossman, P.L.S. Date . 10. NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the reason(s) stated. Signature David F. Brossman, P.L.S. Date 11. --Lee- Stipulations: ~'RosiON Ce.vT•COL Sf<AZL. DE /X/ P[AGE P.e/0A 7U ~Kt~tCw4a7-14S0 ~F ls.C.t~DiNb /tGi7VIT(E3 . 12. ~ NOTE: Any damage W the existing Public Improvements as a result of this construchon is to be repaired to meet City standards by the Permit Applicant prior [o the issuance of the Certificate of Occupancy (C.O.). A Drainage Certification Letter is required prior to the issuance of the C. O. S ~rm C~GORA~O Date: Applicant: Phone # '.V ~ cryavmeat wage ~I Depammerrc of Publk Wwks Location of Construction: 83 00 W. 384"k .4 vEuuc Purpose of Construction: d~esPiT~Ft of'a DiT/0-+J Single Family Commercial Multi-Family Develonment Review Processina Fee $100.00 (For document processing) $ /DO • 60 Sinele Familv Residence/Duplex Review Fee $50.00 $ Commercial/Multi-Familv Review Fees: • Review of existing technical documents: • Initial review' oftechnical civil engineering documents (Fee includes reviews of the ls` and 2"d submittals):........ • Traffic Impact Study Review Fee: (Fee includes reviews of the 1' and 2"d submittals):........ $100.00 $ $500.00 $ OD • 00 $400.00 $ ao . o ' Each Application will be reviewed by staff once and returned for changes. If after review of the second submitta( changes have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`d submittal (%z initial review fee) $250.00 D $ Z50.0 4'h submittal (full initial review fee) $500.00 $ All subsequent submittals $500.00 $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance): $ 1 2$D. pp PLEASE NOTE THAT IN ADDITION TO TfE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMI'ROVEMENTS WIITIIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date _$12,&'O_z DEPARTMENT OF PUBLIC WORKS DEVELOPMENT REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION Rev 5107 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Gty of Wheat Ridge Department of PubVc NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 8/Z Z!D'1 ADDRESS 9300 W• 38'~` fF (/EUV6, Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303.235.2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: File Rev 4/03 . . F WHEqr~ . ~ _ o o m . . C~LORP~~ . . J~ ~ City of Wheat Ridge sUiidin9 Permit Number. Community Developrnenf Department Date IcCU..~. ~ MUTIy - J=F IRti~,~6LN41 PAP-MUT70N - PropertyOwner:.f~?CEAPLdr #n11,77f0QCC . Property Address: 93:~o iA/ 9V~ Alf . 019+f 1e1 1;&F- CeJ 8CO33 Phone: 3:jj Contractor License No,: (3i 7 Company:AIA- /&MivSv111' 60--2PRw1}' Phone: ~'2~K 21r~[ . OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildinq Dept. -Valuation Figure: 1 hereby certifythat the setback distances proposedtiy this permit application are . accurate,and-donotviolateapplicableordinances,.rulesorregulationsoftheCity of ' . ' ValUe:$/JO ,q-Ot covenants,easementsorrestrictionsofrecord;that.allmeasurements . Whea4Ridgenr - shown, and ailegations made are accurate; that I have read and agree to abide by all PCYRlli F00:$ conditions printed on this application and that I assume. fuil. responsibility for . compliance with the Wheat Ridge Building Code (I.B.C) and all otherapplicable Wheat . P13II ReV1eW F00:$ ..Ridge Ordinances, forwork under his er~ ' Plans subjectto field inspection. . . jJSe T3X: f . . (OWNER)(CONTRACTOR):SIGNED-. ~ DATE TOtal.$... Use of Space (description): z"~ '~`~(3Tl/w &JOV69~ Description'ofwork: AWjFdC;k rk 2~ 7~ ~ Sq. Ft. added BUII,DINGDEPARTMENTUSEONLY SIC: Sq.Ft,: . . ~ ONING-0OMMENTS ~ . ~ Approvat;~ ~ . . . ~ . . . . . . . . . . Zoning: . . . . . . . . . ~ . . ~ L COMMENTS: Approval: _IC WORKS COMMENTS: Approval: , IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: ' Electrical License No: Company:,$7FC-0&tW 2F49C„ ~ . . . . ~ Y Roof: Stories: Residential Un ! Plumbing License No: Mechanicalticense No: Company:(16~'~7(.U~iC~i✓l? Company:/.6•PAJ4i`4/dZgl4/' Expiration Date: Expiration Date; Expiration Date: ApprovaL ApprovaC ApprovaC . (1) This permit was issued in accordance with the,provisions set forth in your application and is subject to the laws of the State of . . . .ColoradoantltotheZoning-Regu{ationsandBUildingCodesofWheatRidge,Coloradooranyotherapplicableordinancesnf the City. .(2) : This permit shali expire if (A) the work authorized isnot coMmenced withinsixty (60) days from issue date or (8) ifie building authorized is suspended or abandoned for a period of 180 days. . -(3) Ifthispermitexpires,anewpermitmaybeacquiredforafeeofone-halftheamounfnormallyrequired,providednochanges . -havebeenorwillbemadeintheoriginalplansandspecificationsandanysuspensionorabandonmenthasnotexceededone . (1)year.lfchangeshavebeenorifsuspensionorabandonmentexceedsone(1)year,fullfeesshallbepaidforanewpermit. (4) . No work of any manner shall be done that will change ihe natural flow of water causing a drainage problem. (5) Contractor shall notifythe BUilding Inspector twenty-four (24) hours in adJance for all inspections and shall receive written -approval on inspection card beFore proceeding with successive, phases of the job. ' . (6) The issuance of a permit or the approval of tlrawings and specifications shalf not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any oiner ordinance, law, rule or regulation.. Ail plan review . . issubjecttofieldinspec£tons . . . . . 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O 7 m 'm 'm > > m m C C C N N 2 N O N ¢ > m N 2 > W N 2 O O 3 N 3 N H+L ARCHITECTURE August 3, 2007 1627 18TH STREET, SUITE 110 DENVER, COLORADO 80202 (p) 303.295.1792 (t ) 303.292.6437 infoQhlarch.com www.niarch.<om City of Wheat Ridge Building Division 7500 West 29th Avenue Wheat Ridge, CO 80033-8001 219 EAST COLORADO AVENU[ COLORADO SPRMGS, COLORAUO 80903 (P) 719.578.9317 (f) 719.578.9545 info@hlarch.com www.niarcn.com OL~ 6pily Re: Exempia Lutheran Medicai Center Interior Utility Refeeds H+L Project #177.202.09 To Whom It May Concern: The following are the Ciry of Wheat Ridge Plan Comment responses and clarifications for the 6cempla Lutheran Medicai Center, Interior Utility Refeeds Package. Plan Correction List responses: 1. Sheet G0.0: The Interim Life Safety Plan and the Fire Protection Plan must be approved by the fire department I.A.W. NFPA 101. This project is in preparation for the construction of the new Pavilion and demolition of the existing buildings. The submitted construction documents reflect changes to the existing utilities within the building that will need to be isolated from the building to be demolished for the new pavilion construction. Based on this, there are no changes to the construction type, occupancy or occupant load of the existing structure. 2. Sheet A0.01: Where fire walls terminate at fire rated floor/ceiling assemblies then a head of wall detail is required. The head of wali detail is shown on sheet A0.01 in the partition types. No new walls shown are required to be fre-rated per the submitted construction documents. 3. Sheet A0.01: UL details U465 & U494 do not call for lead-lined drywail as the plans show. Additionally the UL details shown on the plan do not show all of the assembly requirements such as fastener type, size and spacing. The plans do not show the use of lead-lined drywail anywhere in the construction documents. The partition type indicators do not have an "L" suffix used in the floor plan sheets. No new wall shown in these construction documents are required to be fire-rated. However, it is the contractor's responsibility to construct any new fire-rated walls to the UL assemblies listed. fEFFREY A. AM6ROSE, AIA R06 DAVIDSON, AIA MICHAEL E. OSSIAN, AIA SCOTT KUEHN, AIA Page 2 of 8 August 3, 2007 City of Wheat Ridge 4. Sheet A4.04: Shafts connecting 4 or more stories must be 2-hour fire resistive and must be 1- hour fire resistive when connecting fewer than four stories I.A.W. IBC 707.4. No new vertical shafts are being constructed. Furred walls are being constructed around new utility pipes. All pipe penetrations at the floor/ceiling assemblies are shown to be fire-rated to a minimum of 2-hour fire resistive construction, and therefore, do not communicate between individual floors. 5. Sheet A6.02: There are several keynote #4 notations on this page but there is no corresponding #4 listed on the RCP keynote key. What does the #4 symbol on this page indicate. All keynote #4 on this sheet should be #3, stating "Reinstall ceiling to match existing. Patch finishes as required to match existing." 6. Sheet A8.00: The electrical penetrations show a through-penetration fire stop system but the plan does not list which specific system will be used. Please submit which specific system will be used for approval prior to installation. Through-penetration fire stop systems are required at all penetration of fire-rated assemblies I.A.W. IBC 712. The notes on details 10 & 11/A8.00 shall be changed to show UL C-A]-1388. Consequently, the project manual, Specifcation Section 07841- Through- Penetration Firestop System, required the subcontractor to submit shop drawings with all UL assemblies listed depending on penetrating item, floor construction and the required rating, to the architect for approval. 7. Sheet M4.01A: It appears the exhaust ductwork for the welding hood will be removed and replaced with an air filtration system. Please provide manufacturer installation instructions and cut sheets on the filtration system. Cut sheets and product data will be provided. 8. Sheet M4.11A - M4.21A: Properly cap and seai all ductwork where it has been removed. All ductwork will be capped airtight. 9. Sheet MS.OlA - 5.41A: Support piping I.A.W. IMC Table 305.4. New piping will be supported in accordance with IMC Table 305.4. 10. Sheet P2.01: The reduced pressure backflow preventer must be recertified after it is re-installed. The reduced pressure backflow preventer will be recertifed after re-installed as required. 11. Sheet P6.01C: Provide thermal expansion tanks above the water heaters I.A.W. IPC 504.4. Expansion tank wiil be provided. 12. Sheet M1.01: Smoke detectors must be installed in the return air plenum and must shut down the air distribution system upon activation I.A.W. IMC 606. Existing air handling units are currently provided with smoke detectors. Page 3 of 8 August 3, 2007 City of Wheat Ridge 13. Sheet M4.11: All ductwork must be supported at 10' intervais and at each change of direction I.A.W. IMC Sec. 603.10. All ductwork shown is existing. 14. Sheet M4.11: All ductwork in unconditioned spaces must be insulated I.A.W. IMC Sec. 604. All existing supply air ductwork is insulated. 15. Sheet M4.11: All seams in ductwork must be sealed with gaskets, mastic or approved tapes (UL 181). IMC 603.9. All ductwork shown is existing. 16. Sheet ED 3.01: All abandoned wiring not labeled for future use must be removed. All abandoned wiring will be removed. Refer to Demolition Note #3 on floor plans (E4.00 - E4.05). 17. Sheet E3.03: The feeder to transformer T-45 appears to be undersized based on the 150 amp overcurrent device. 1/0 copper minimum must be used with a 150 amp breaker I.A.W. NEC Table 310.16. Transformer schedule will be modified to include 4#1/0, 1#6G, 2"C for secondary feeder of 45kVA transformer, and 1#6 ground in a 3/4" conduit for the grounding conductor of the transformer. 18. Sheet E4.01: The new panel in this electricai room cannot encroach into the required working clearance of the panel on the adjacent wall I.A.W. NEC 110.26. Required working clearance necessary for panel will be accommodated. 19. Sheet E4.03: The conductors run in conduit on the roof must be sized with the ambient temperature correction factors listed on NEC Table 310.16. Most likely 71%. Feeders shall be derated and are addressed in Key Note #2 on Sheet E4.03, Addendum #1. Citv of Wheat Ridqe Fire Protection District Plan review Comments and responses: Demolition 1. Fire Code #1404.1 Smoking shali be prohibited within the hospitai area for Group I occupancy. The contractor shall maintain this requirement with his work force and all lower tier subcontractors. 2. Fire Code #1404.6 Cutting + Welding, Any and ali, "HOT WORK" shail have a fire extinguisher with a minimum rating f 2A-406C within 10 feet of operations. Page 4 of 8 August 3, 2007 Ciry of Wheat Ridge Contractor shall comply with requirement. 3. Fire Code #1405.6 Precautions against fire. Sources of ignition shall be prohibited in flammable and combustible liquid storage areas. Contractor shall comply with requirement. 4. Fire Code #1408.5 HOT WORK OPERATIONS, are the responsibility of the job superintendent supervising the permit system and or approval of all "Hot Work" at the site. Contractor shall comply with requirement. 5. Fire Code #1408.7 Temporary covering of fire protection devices. Covers over fire protection devices to prevent damage or false alarms shall be cleared after every work period. Contractor shall comply with requirement. 6. Fire Code #1409.7 Emergency Telephones, An emergency phone shall be provided at all times, in areas of demolition and or construction Contractor shall comply with requirement. 7. Fire Code #1410.1 required access. Fire Lanes are to remain clear at all times. The contractor shall maintain a clear fire lane throughout construction and contact the local fre district if a£re lane will be restricted for the construction process. The contractor shall not restrict this access until approval has been received from the fire district. 8. Fire Code #1411.1, Stairway required. Buildings greater than 50 feet shall have one lighted means of egress at all times of demolition. Contractor shall comply with requirement. 9. Fire Code #1413.2, Buildings being demolished - where a building is being demolished and a stand pipe exists, within such a building, such standpipe shall be maintained in an operable condition. Contractor shall comply with requirement. 10. Ail construction plans shall be submitted to the Fire District for approval. Contractor shall submit construction plans to fire district for approval. 11. Plans shall be submitted to the Fire District for the following; • Change orders for the approved submitted plans. Contractor shall submit construction plans to fire district for approval. 12. All construction dumpsters shall be a minimum of 20 feet from any structure. Contractor shall comply with requirement. Page 5 of 8 August 3, 2007 City of Wheat Ridge 13. All Fire Lanes shall remain clear of construction vehicles at all times of construction. The contractor shall maintain a clear fire Iane throughout construckion and contact the local fire district if a fre lane will be restricted for the construction process. The contractor shall not restrict this access until approval has been received from the fire district. 14. Ail Fire Alarms shall remain in-service while work is being performed. The Fire District shall be notified of any shut down of these systems. Contractor shall comply with requirement. 15. A required fire extinguisher with a minimum rating of 2A-40BC shall be within 10 feet of all "HOT WORK OPERATION". The contractor is required under hospital construction policy to maintain a fire watch when any hot work is pertormed and the contractor shall notify the owner's representative when this is occurring. 16. Smoke Zone updates shall be coordinated with Exempla staff and the electrical contractors. Contractor shalt comply with requirement. 17. All doors off of the rated corridor shall have self-closing door devices. All corridor doors or doors located in a fire-rated separation shall have a closer installed and positive latching hardware. 18. All fire caulking shali be the depth of the opening. Contractor shall comply with requirement. 19. An emergency phone shall be supplied by the General contractor for job site emergencies. The contractor shail meet this requirement and maintain it throughout construction. 20. All inspections shall be scheduled through the Fire District and the Ciry Building Department. A minimum of 24 Hour notice. Contractor shall comply with requirement. 21. Copies of requirements for submittals of sprinklers are attached to this plan review. Noted, contractor shall comply with requirements. 22. All keys to rooms shall be supplied to the Fire District for the required Knox Box. (Master keys shall match existing.) Contractor shall comply with requirement. Page 6 of 8 August 3, 2007 City of Wheat Ridge 23. The Life Safety Code shall be adhered to at all times. (For copies contact me at the Fire District.) Contractor shall comply with requirements of Life Safety Code. 24. The Fire District shall be notified during all rough-in inspections and final inspection with a 48 hour notice before. Contractor shall comply with requirement. Construction 1. All medical gas shut off shall be situated at the beginning of the hall ways. The locations shall be addressed with the generai contractor upon construction. Contractor shall comply with requirement. 2. Ali means of egress shall remain clear at ail times of construction. The contractor shall maintain clear paths of egress throughout the construction. 3. As per adopted code through amendments the plans for the Bidirectional - Amplifier shall be submitted to the Fire District for review and approval. (City Council of Wheat Ridge, Colorado and the Fire Board of the Wheat Ridge Fire Protection District has adopted this amendment.) Contractor shall submit to £re district for review and approval. 4. Doors adjacent to the rated corridor shall have automatic door closures. All corridor doors or doors located in a fire-rated separation shall have a closer installed and positive latching hardware. 5. Complete plans for fire sprinkler and fire alarm shall be submitted to the Fire District for review and approval. The contractor shall submit for review and approval, by the fre district, shop drawings for the fire sprinkler system being installed. 6. Storage shall not be within 24 inches from the ceiling. (Line shall denote 24 inches in storage rooms.) Contractor shall paint a red line or use red tape indicating 24" below ceiling in all storage rooms prior to final inspection by the building department. 7. All fire dampers shall be tested prior to final testing. The contactor shall perform fire damper testing prior to fre district inspection of operation. Page 7 of 8 August 3, 2007 Ciry of Wheat Ridge 8. All Electricai panels shall be ciearly marked with the areas that the individual breakers service. The contractor shall verify with the electrical subcontractor that all panels are properly marked prior to city inspection. 9. All access to Fire Extinguishers shall remain clear at all times. Contractor shall meet this requirement throughout construction. 10. All emergency lighting shall remain at all times of construction. Contractor shall meet this requirement throughout construction. 11. Ali Fire Doors are to remain clear at all times. Contractor shall meet this requirement throughout construction. 12. All doors servicing from the rated corridor shall have automatic door closures. All new and existing doors located at a rated corridor will have positive latching and closure installed. 13. All floor to floor penetrations shall have fire caulk to maintain the fire rating of the. Meeting Occupancy classification group °B" Type II-B floors are not required to be rated. 14. All electrical shall comply with the 2002 N.E.C. (Bathroom G.F.i., circuits.). Contractor to verify electrical meets the above referenced code. 15. All permits shall be posted at the main entrance to the building. Contractor to comply with City request. 16. Any changes to the approved plans shall be submitted for approval. Contractor to submit all changes as required. 17. Other requirements may be addressed at the time of inspections. (Contingent on the scope of work not included in approved plans.) Contractor to notify the design team of requested changes and permit the design team to address each issue and submit the appropriate documents for approval. 18. Installation shall be compliant to N.F.P.A. 10-1(a) contractors material and test certification for above ground piping. Contractor shall comply with requirement. Page 8 of 8 August 3, 2007 Ciry of Wheat Ridge 19. All "HOT WORK" operations shall have a required fire extinguisher with a minimum rating of 2A-406C within 10 feet. The contractor is required under hospital construction policy to maintain a fire watch when any hot work is performed and the contractor shall notify the owner's representative when this is occurring. Fire extinguishers shall be provided within 10 feet of any HOT WORK. 20. Specifications for the sprinkler heads shall be forwarded to the Fire Distrid for approval. (No specifications were sent to the Fire District for review and approval.) Contractor shall submit specifcations for fire sprinkler heads to the district for approval. 21. Plans were not to scale when submitted and may be subject to changes during the required rough-in inspection. Noted. If you should have any further comments or questions, please do not hesitate to contact us. Robert D. Rody, PE Project Manager Cc: Sal Moya, Mortenson Mike Wood, LHS Tana Lane, ELMC RDR/jlhk (r:\elmc.177\northeast add.202\177.202.09 - site, infrastructure, refeed\correspondence\letters\177 202 09 city of wheat ridge plan comment responses interior refeeds.doc) More economic -9 :z d v. r: :m a `0808 Fax: Unit # 3, o LST 1 X2, Canada. 3, Fax (905) 564 4609 n, info@plymovent.ca PLYMOIIENT~ 4700 Series Fans 375 Raritan Center Parkway Edison, New Jersey 08837 (732) 417-0808 (800) 644-0911 www.PlymoVenLCOm 72 I 11 _ 10 4 . i i 9 i . i i . . . - - ~ l ~ ....I _ . - C • - d 7 EE M ' _ - ~ - - y ~ - I a - - ~ " - - - - . ~ ~ - - - : ' - . i N 4 _ _ - _ 3 2 - 0 I 0 200 400 600 800 1000 1200 1400 1600 7800 2000 2200 2400 2600 Airflow, CFM I Performance shown is for installation type D- Ducted inlet, Ducted outlet Maximum mput horsepower: 3.628 ttp Performance ratings include [he effects of inlet and outlet grilles in the airsheam. Speed (RI'M) shown is nominal. Performance is based on actual speed of test. FAN SPECIFICATIONS Type Centrifugal Direct-Drive Construction AMCA Type B Inlet Size Diameter 9.8" (250mm) Outlet Size 5.6" x 112" (142 x 285 mm) Impeller Diameter 15.0" (380mm) Impeller/Housing Aluminum/Steel Fan and Motor Wt 95 Ibs. (43 kg) RPM 3450 FL Amps 8.0/4.0 32 28.0 /14.0 frame The sound power level ratings shown are in decibels, referred to as 10- watts calculated per AMCA Standard 301. VaWes shoum are for outlet Lwo sound power levels for installation Type D, ducted inlet, ducted outlet. Aatings include the effects of duct end correc[ion for ouUet ducts. rCa1,Tr,_n',0 00 D OU11D pL PlymoVent ceRifies that the 4700 Series Fans shown herein are licensed to bear the AMCA SeaL The ratings shown are based on tests and procedures performed in accordance with AMCA Publication 211 and AMCA Publication 311 and comply with the requirements of the AMCA Certified Ratings Program. Catalog Edition: PLY-FAN0800.4700 Date of Issue: August 2000 MOTOR SPECIFICATIONS Motor HP Frequency Frame 3.0 60 Hz 56C' Product No. Phase Volts 4700-1-AM 3 208-230/460 4700-2-AM 3 575 4701-AM 1 115/230 I phase and 575V motors Sound Power Levels Static Rir#low Octave,Band Number & Center Fr e uenc Number pressWre CFM: 1 2 ' 3 4 5. 8 7 8 (inwg) 63 125 250 500 1K 2K-' 7K SK f 0 2614 99 93 92 93 92 91 87 86 2.4 2343 98 95 94 93 92 90 85 83 5 2040 98 95 93 92 89 87 82 80 8.05 1528 95 92 96 91 86 85 80 77 - A~f M@@h(@fl,0W@~ R 9@r `T " ne r II"° filter r f u s n,`li t st o One filter for al) applications, today and tomorrow o qdaPts to changes in production o Expandable, just add one more module o Easy to reconfigure o Mix and match #or tailor made salution e Minimizes your risk of making the wrong invesfinent o The safest decision you wil) ever make PLYMOVENT~ INTELUGENT PROCESS VENTILATION"" PlymoVent MF - Flexible and expandable Unique modular assembly The unique modular assembly (patent pending) and special bolfs will make sure ihat installation is easy and at the same fime has fhe same stability as a one piece unif. • Change the filter - If ihe application changes you can easily insert a differeni media info }he same cabinef • Free standing with 3 optional inlets - Right, leh or back, means flexibility when connec}ing to ducf work • Add one extra filtration step • Re6uild / extend the filter - when changes in producfion fake place HEPA (High Efficiency Par- fiwlate Arrestor) Optional HEPA filter with high surface area and H12 filter class. Guarantees high separafion efficiency, which does not deferiorate over long periods of fime. Carbon filter to remove odours and gases. Option to remove odours, vapours From organc gases, solvenfs, welding, soldering and ozone. • Easy assembly at site - The Filter can be assembled with only one fool. This enables installation in areas where large units are difficult to place. • Filter life indicaror Tells exacfly when fo change filiers and what (ilters to vse in the unit. Unit finish Produced from corrosion resistani gal- vanized, treated with baked epoxy powder coat finish to resist harsh indus- trial environment. PlymoVent MF - Mix and match for tailor made solutions The "one for all" mechanical filter that adapts to changes and is easy fo configure. Mix and match to suit specific processes or choose from our standard configurations. For information about the latest options, please also check www.plymovent.com PlymoVent MF for welding fumes Designed for use with PlymoVent wall mounted extraction arms or connected to existing extraction system. Stage 3 Glass fibre filter casse Stage 2 Pre filter Aluminiurc Stage 1 Inlet separ baffle type Sfage t Inlet separator with spark arrestor. Makes sure ihat no sparks enter the filter. Stage 2 Pre-filter with aluminium mesh to screen out larger particles. Stage 3 Fine-filter - Glass fibre. Filtration efficiency standard at BIA C, Eurovent F9 and 95% ASHRAE. Disposable filter cassette with long filter life. Standard unit con$igurations Technical Data Product no MF-20 MP•30 MF-31 Filhation steps 3 3 3 Air volume 8001200 m3/h 474700 CFM 2x800-1200 m'/h 2x470-700 CFM 2500 m'/h 1470 CFM Inlet PlymoVenf Extraction arm Type: KUA / EA PlymoVeni Extraction arm Type: 2xKUA / EA Central sysfem 3 sides 250 mm / 10" Housing material Galvanized sfeel Galvanized sfeel Galvanized sieel Housing finish Epoxy powder coaf Epoxy powder coat Epoxy powder coaf Unif weight 49 kg / 108 16s 49 kg / 108 Ibs 72 kf / 158 Ibs Unit dimensions Height Width Depfh 857 mm / 33 3/4" 675 mm / 26 9/16" 712 mm / 28" 857 mm / 33 3/4" 675 mm / 26 9/16" 712 mm / 28" 1190 mm / 47" 675 mm / 26 9/16" 718 mm / 28 5/16„ Max negafive pressure 4000 Pa / 16" wg 4000 Pa / 16" wg 4000 Pa / 16" wg Filierlife indicaior 0-2000 Pa / 0-8" wg 0-2000 Pa / 48" wg 0-2000 Pa / 0-8" wg Final filfer pressure 800 Pa / 3,2" wg 800 Pa / 3,2" wg 800 Pa / 3,2" wg Unif efficienry 95% Ashrae / F9 EuroVent BIA-C 95% Ashrae / F9 EuroVent BIA-C 95 % Ashrae / F9 EuroVent BIA-C PLYMOVENT- INTELLIGENT PROCESS VENTILAT/ON"" PlymoVent Corp PlymoVenf Inc 375 Raritan Center Parkway 6615 Ordan Drive, Unit #3 Edison, N.J. 08837 Missisauga, Ont. L5T 1X2 Tel: 732-417 0808, Fax: 732-417 1818 Tel: 905-564 4748, Fax: 905-564 4609 www.plymovenf.com info@plymovent.usa.com www.plymovent.ca info@plymoveni.ca a 0 ~ ~ ~ MF31 Free standing suitable for fan FUA 3000 MF-21 Wall mounted with two KUA extraction arms suitable for fan FUA 4700 MF-20 Wall mounted with one KUA extraction arm suitable for fan FUA 2100 mMepmao chanical Filter, walimounted, for twa PlymoVent 0 160 mm / 6.3" KUA/EA-arms 7ECHNIGAL DATA Unit specificafion Housing maierial: Galvanized sfeel Housing finish: Epoxy powder coat Unit weight: 49 kg / 108 Ibs Unif dimensions: H: 857 mm / 33 7/4 inch W. 675 mm / 26 9/16 inch D: 712 mm / 28 inch Air volume: 2 x 800 - 1200 m'/h / 2 x 470 - 700 CFM Max. negative pressure: 4000 Pa /76" wg Filfer indicalor: Manomeler 0-2000 Pa / 0-8" wg Filfer elements: $tage 1: Spark arresfor Stage 2: Pre-filter aluminium mesh Sfage 3: Fine Filter, glass fibre - GFMF 95% ASHRAE/F9 EuroVenf/BIA-C Final filter pressure: 800 Pa / 3.2" wg ! DiMENSIQNAI DATA Frontview T G E m PlymoVent represenfative mm inch A 308 12 ire B 657 25 7ie D 675 26 vts E 767 30 sns F 760 2929132 G 50 2 H 354 1329132 I 362 14 va J 220 8 wis K 240 97116 L 340 13318 M 376 1413/i6 G L M PLYMOVENTO INTELLIGENT PROCESS VENTILAiION"' v PlymoVeN Corp. PlymoVent Inc ~ n' 375 Raritan Center Parkway 6615 Ordan Drive, Unit #3 0 Edison, N.J. 08837, USA Mississauga, ON. LST 1X2, Canado 0 Tel: +1 732 417 0808 Tel: +1 905 564 4748 Fax: +1 732 417 1818 Fax: +1 905 564 4609 LL info@plymovenf.com info@plymovenf.<a zi www.plymovenl.us.com www.plymovenl.ca I Bottom view J K 1 c;A,. .,i-,.. 4 - tvlechanical Filter, freestanding ' TECHNICAL DATA Unit specificafion Housing material: Galvanized sfeel Housing finish: Epoxy powder coat Unit weight: 72 kg / 758 Ibs 0 Unit dimensions: H: 1000 mm / 38 3/8 inch W: 675 mm / 26 v/it inch ~ D: 718 mm / 28 5/16 inch Air volume: 2500 m'/h /1470 CFM ~ . Max. negafive pressure: 4000 Pa /16" wg Filfer indicator: Manometer 0-2000 Pa / 0-8" wg lyT Filter elemenis: Sfage 1: Spark arrestor, baffle type . Stage 2: Pre-filter, Aluminium - PF-INL-AL . Stage 3: Fine filfer, glass fibre - GFMF . 95% ASHRAE/F9 EuroVent/BIA-C . Final filter pressure: 800 Pa / 32" wg UIMENSIONAL DATA Front view E 0 v e ~ ~ ~ E ~ mm inch A 250 9 z~raz B 675 ZB 9/i6 C 602 23 ~vis D 250 9 zvr~z E 384 15 3132 F 54 2 va G 340 13 sia H 378 14 zsnz I 782 30 ians J 1283 50 irz J Side view PlymoVent representative PLYMOVENT-on INTELLIGENT PROCESS VEMILATION"' y PlymoVent Corp. PlymoVent Inc Ni 375 Raritan Center Parkway 6615 Ordan Drive, Unit #3 ~ Edison, N.J. 08837, USA Mississauga, ON. LST 1X2, Canada Q ° Tel: +1 732 417 0808 Tel: +1 905 564 4748 i Fax: +1 732 417 1818 Fax: +1 905 564 4609 LL info@plymovent.com info@plymovenf.ca www.plymovent.us.com www.plymovent.ca F Top view Project No.: 177.202.09 qGr H+L Addendum#: 001 n_ ~ ~ Issue Date: 07/23/07 ARCHITECTURE Page 1 ADDENDUM NO. 001 Project: Exempla Lutheran Medical Center Building on the Best - Phase 1(Second Floor South Wing Renovation) H+L Project #177.202.09 Distribution: Mortenson, Exempla Lutheran Medical Center, Lillibridge, Cator Ruma & Associates, H+L Architecture For corrections or clarifications, contact: Traci Moreno, H+L Architecture This Addendum becomes part of the Contract Documents and shall be acknowledged by each bidder on the proposa/form. Allparts of the origina/speciflcations and drawings sha// remain in force except as noted be%w.• SPECIFIC4TIONS ARCHITECTURAL 1.1 Added to Equipment List MECHANICAL 1.2 None. ELECTRICAL 1.3 None. DRAWINGS ARCHITECTURAL 1.4 Sheet G0.02: A. Indicated reissue of full size sheets 1.5 Sheet A0.02: A. Added partition type keynotes B. Revised partition type °AX" 1.6 Sheet L51.02: A. Revised rated wall at VP office S2-176 1.7 Sheet A1.02: A. Demo'd door at Office 52-185 1.8 Sheet A2.01: A. Added dimensions, interior elevation tags, and notes 1.9 Sheet A2.02A A. Added keynote #12 B. Added accessory tag AC-124 C. Flipped door location at Manager 52-244 D. Added equipmenf tags 1621 18 Street, Suite 110, DenverCO 80202, PH: 303-295-1792, FAX: 303-292-6937 219 E. Colorado Avenue,Colozado Springs CO 80309, PH: 719-578-9317, FAX: 719-576-9548 EMAIL: info@hlarch.com, www.hlarch.com - Project No.: 177.202.09 Addendum H+L 001 Issue Date: 07/23/07 ARCHtTECTURE Page 2 1.10 Sheet A2.02B: A. Added keynote #12 B. Added accessory tag AC-124 C. Added nurse call in shower at sleep rooms #4 and #6 D. Added floor drain in the toilet area of sleep rooms #1, #2, #3, #4, #5, and #6 1.11 Sheet A2.02C A. Added keynote #12 B. Added accessory tag AC-124 C. Added equipment tags D. Revised layout of Reception 52-147 and Work 52-145 1.12 Sheet A2.021) A. Added keynote #12 B. Added accessory tag AC-124 C. Revised layout of VP 52-176, removed door between VP office and Sending/Receiving 52-186 D. Added equipment tags E. Reviseci accessory notes 1.13 Sheet A2.02E A. Added keynote #12 B. Added accessory tag AC-124 C. Revised interior elevation tags and accessory tags D. Added equipment tags 1.14 Sheet A3.02A: A. Revisions/Additions to keynotes B. Added symbol to legend for relocated lights C. Indicated lights that are to be relocated 1.15 Sheet A3.026: A. Revisions/Additions to keynotes B. Added symbol to legend for relocated lights C. Indicated lights that are to be relocated 1.16 Sheet A3.02C: A. Revisions/Additions to keynotes B. Added symbolto legend for relocated lights C. Indicated lights that are to be relocated D. Revised lighting at Reception 52-147 and Work 52-145 1.17 Sheet A3.021) A. Revisions/Additions to keynotes B. Added symbol to legend for relocated lights C. Indicated lights that are to be relocated D. Revised lighting at Board Room 52-198 E. Revised lighting throughout the Administration Suite 1621 18 Stieet, Suite 110, Denver CO 80202, PH: 303-295-1792, FAX: 303-292-6437 - 219 E. Colorado Avenue, Colorado Springs CO 80309, Px: 719-576-9317, FIix: 719-576-9546 EMAIL: info@hlarch.com, www.hlarch.com I r Project No.: 177.202.09 H Addendum 001 I Issue Date: 07/23/07 ARCHITECTURE Page 3 1.18 Sheet A3.02E: A. Revisions/Additions to keynotes B. Added symbol to legend for relocated lights C. Indicated lighks that are to be relocated D. Revised lighting throughout the Library and Doctor's Lounge 1.19 Sheet A4.02C: A. Revised layout at Reception 52-147 and Work 52-145 1.20 Sheet A4.021): A. Revised soffit beiween Waiting 52-156 and Reception 52-158, added dimensions B. Revised ceiling layout at Board Room 52-198, added dimensions C. Revised VP Offlce 52-176, Admin. Assistant 52-178, Shared 52-182, and Office 52-180 1.21 Sheet A4.02E: A. Added dimensions, partition types, and keynotes to plan 1.22 Sheet A6.02A: A. Revisions to interiors #08 and #16 1.23 Sheet A6.026: A. Revisions to interiors #02, #09, and #17 1.24 Sheet A6.020 A. Revisions to interiors #08, #18, and #19 1.25 Sheet A6.02D: A. Revisions to interior #20 1.26 Sheet A6.02E: A. Revisions to interiors #02, #03, and #18 1.27 Sheet A6.0217: A. Revisions to interiors #04, #16, #18, and #19 1.28 Sheet A6.02G A. Revisions to interiors #11, #17, #18 and #20 1.29 Sheet A6.92 A. Revisions to millwork section #07 1.30 Sheet A6.93: A. Revisions to millwork sections #11, and #12 1.31 Sheet A9.02: A. Added details #16, #18, and #20 STRUCTURAL 132 Sheet S2.0: (New Sheet) 1621 78 Street, Suite 110, Denver CO 80202, PH: 303-295-1792, FAX: 303-292-6937 219 E. Colorado Avenue, Colorado Springs CO 80309,.PH: 719-578-9317, FAX: 719-578-9598 - EMAIL: info@hlacch.com, www.hlarch.com H+L ARCHtTECTURE A. Partial framing plan and details INTERIORS 1.33 SheetIl.O: A. Expanded information on the linoleum legend B. VCT6 added under vinyl composition tile C. R63 corrected in rubber base section Project No.: 177.202.09 Addendum 001 Issue Date: 07/23/07 Page 4 134 Sheet I1.1A: A. 52-292, IST Closet - flooring and wali finish has changed 135 Sheet I1.26: A. Furniture has moved in the Case Management and Performance Improvement Department B. 52-201, Sleep Lab Waiting - lamps have moved 1.36 SheetIl.2C: A. 52-123, Work Room and Fax, HIM - furniture added B. Medical Staffing furniture has been added 137 Sheet I1.2E: A. Furniture has been moved throughout the Library and Doctor's Lounge 138 Sheet 12.01: (New Sheet) A. Finish and furniture plan . MECHANICAL 139 See Attached Documents ELECTRICAL 1.40 See Attached Documents ATTACHMENTS • Full Sheets - G0.02; A0.02; LS1.02; A1.02; A2.01; A2.02A; A2.026; A2.02C; A2.02D; A2.02E; A3.02A; A3.026; A3.02C; A3.02D; A3.02E; A4.02C; A4.0213; A4.02E; A6.02A; A6.0213; A6.02C; A6.02D; A6.02E; A6.02F; A6.02G; A6.92; A6.93; A9.02; I1.0; I1.1A; I1.2B; I1.2C; I1.2E; 12.01; 52.0; M1.02; MD4.21; MD5.21; M4.01; M4.21; M5.21; M7.21; P1.01; P6.21; E1.01; E3.01; E3.02; E3.03; E3.04; ED4.01; ED4.02; ED5.02; E4.01; E4.02; E5.00; E5.02; E6.02; E7.02; E8.01; E9.01 • 8 1/2x11 Sheets - IX-1; Equipment List (2 sheets); Mechanical & Electrical Addenda 01 Write Up END OF ADDENDUM TM/jihk (R:\ELMC.177\NOrtheast Add.202\177.202.09-NE Win9 Phase 1\IST Departrnent\CA\Addenda\Addenda Ol.doc) 1621 18 Street, Suite 110, Denvex CO 80202, PH: 303-295-1792, FAX: 303-292-6937 219 E. Colorado.AVenue, Colorado Springs CO 80309, PH: 719-578-9317, FAX: 719-578-9598 . EMAIL: info@hlamh.com, www.hlarch.com CaTOx, RumA & AssociaTEs ADDENDUM NO. 1 For Owner: Exempla Lutheran Medical Center Project Name: 2"d Floor South Renovation Project Address: 8300 W. 38`h Avenue Wheat Ridge, Colorado 80033 CRA#: 2006-112 Date: July 23, 2007 ENGINEER: Cator, Ruma & Associates 1550 Dover Street, Suite 2 Lakewood, CO 80215 (303) 232-6200 (303) 233-3701 Mechanical Drawings - Div. 15 Sheet M1.01: Added Fire/Smoke Damper Installation Detait. Existing Air Handling Unit tag changed from AHU-3 to AHU-8 Design cfm for TB-2-27 and TB-2-28 changed. Sheet MD4.21: Additional Fire/smoke dampers are shown demoed. Additional ductwork is shown demoed. Demo for the Doctor's Dining Area was added. Sheet MD5.21: Induction units in the Coffee Shop Classroom are shown demoed. Thermostats in the Coffee Shop are shown demoed. Sheet M4.01: Added drawing to show work for the Blood Donor area on the ls` floor. Sheet M4.21 General note 13 was revised. Added general notes 14, 15, and 16. Added fire/smoke dampers. Added Doctor's Dining Area to scope of project. Revised ductwork. Sheet M5.21 Piping was revised to reflect slight relocation of terminal boxes. Added thermostat locations for the Doctor's Dining Area. Changed keynote from a 5 to a 6 in the Planning Office and VP 52-176 (not clouded). Sheet M7.21 Added new scope. Page 1 of 3 Sheet P1.01: Added lavatory L-3 to the plumbing fixture schedule. Added the Laboratory/Medical Services Legend. Sheet P6.21: Added plumbing services to the lavatory in housekeeping room 52-189. Added keynotes 25 through 28. Added plumbing services to fixtures within the doctor's dining area. Electrical Drawin2s - Div. 16 Sheet E1.01: Added new luminaire types and modified part specifications. Sheet ED4.01: Added drawing to show work for the Blood Donor area on the 1 S` floor. Sheet ED4.02: Added scope of doctor's dining area. Sheet ED5.02: Added scope of doctor's dining area. Modified detail note 1. Sheet E3.02: Modified existing main circuit breaker size in panel "H2A" to 350 amps. Added available fault current to panel "L2D". Sheet E3.04: Added new equipment branch panel. Added equipment branch connection to air handler serving construction area. Added detail note 1 to drawings. Added transformer and feeder schedule. Sheet E4.01: Added drawing to show work for the Blood Donor area on the 151 floor. Sheet E4.02: Modified luminaire designations per architect. Modified key note 2, added key notes 6, 7, and 8. Added scope of doctor's dining area. Added emergency lighting in disaster command center. Sheet E5.00: Added drawing to show work in basement for connection to air handling unit. Sheet E5.02: Added fire smoke dampers. Added blackout shades. Modified IST Closet per specifications. Added scope of doctor's dining area. Added receptacles per facility review comments. Added emergency power per facility review comments. Added key notes 6, 7, and 8. Sheet E6.02: Added scope of doctor's dining area. Added nurse call devices in sleep lab areas. Page 2 of 3 Added wireless drops and card readers. Added teledata drops per architectural backgrounds. Added emergency phone in disaster command center. Added wall phone in IST Closet. Added key notes 2 and 3. Sheet E7.02: Added scope of doctor's dining area. Added additional fire alarm devices as necessary. Sheet E8.01: Added schedules for panels 2RA1, 2RA3 and EHEBA. Modified specific loads on various panels. Sheet E9A1: Added wiring diagram for fluorescent emergency ballast detail. The preceding addendum shall be made a portion of the contract Documents, and each bidder shall acknowledge receipt of the same in submitting bids. All other conditions and requirements of the Contract Documents will remain unchanged. END OF ADDENDUM NO.1 P:\EIh\2006-112 North East Addition\Cad\ph2 Ll 2nd Flr S Wing\Sup\DocsWddendaWddendum 1 07-23-07.doc 2/02 Page 3 of 3 City of Wheat Ridge Plan Correction List 2003 International Building Code Plan Review Date 6122107 Plans Received 6122107 Final ReviewlReport Date 719107 This report incorporates and supersedes any red line comments on plans. The plans and all construction must comply with the 2003 IBC, IMC, IPC, and IFGC and the 2005 NEC whether noted on the plans or not. Lutheran Medical Center 2nd Floor South Wing Remodel Building Address 8300 w 38th Avenue Wheat Ridge, Colorado 80033 Type of Const. Building Area Stories Fire Sprinklered Occupancy Occupantload Total occupant load Use Description of work and assumptions Tenant Coordinator Architect I-A Not provided (remodel no s.f. change) Not provided Yes I-2 264 in remodeled portion Unchanged Hospital (I-2), Remodel of 2th floor South Wing None provided. Fred Buenning (303) 295-1792 The following items were found to be in violation of codes, unclear, missing from plans or need further explanation. Please make corrections on plans and prepare a plan review response letter indicating where on plans and what type of corrective action was taken. When all corrections have been made, the plans will be approved and the plan correction list will be attached to the approved plans and become part of the approved construction documents 1) Sheets G0.02: The interim life safety plan and the fire protection plan must be approved by the Fire Department I.A.W. NFPA 101. 2) Sheet LS1.02: The plan shows the rooflceiling assemblies to be 1 hour fire rated. These assemblies including beams supporting them must be 1.5 hour fire resistance rated I.A.W. Table 601. 3) Sheet A0.02: The UL details shown on the plan do not show all of the assembly requirements such as fastener type, size, and spacing. Additionally, through- penetration fire stop systems are required at all penetrations of fire rated assemblies I.A.W. IBC 712. 4) Sheet A2.02: The door out of the dininglwork area appears to serve an occupant load in excess of 50 using an occupant load factor of 15. As such, the door must swing in the direction of egress and cannot encroach into the required exit width of the hall (including the door at the elevator lobby) I.A.W. IBC 1008.1.2 and 1005.2. 5) Sheet A2.02: The door to the staff toilet room cannot encroach more than'/: the required width of the hall I.A.W.1005.2 6) Sheet A2.02: The corridors must be constructed as smoke partitions I.A.W. IBC Sec. 407.3. The doors opening into the corridors must provide an effective barrier to limit the transfer of smoke and shall be equipped with positive latching. 7) Sheets A2.02: The enclosed exit stairways must incorporate an area of refuge as required by IBC 1007.3. The stairway enclosures must maintain a 2-hour fire resistive rating I.A.W.1019.1 8) Sheet A2.02: Identify the refuge areas within the corridors and enclosed exit stairways I.A.W. 407.4.1 and 1019.1. 9) Shet A6.02E: Toilet paper dispensers must be installed 7-9 inches in front of stools I.A.W. ANSI A117.1 604.10.7. 10) Sheet M4.21: The smoke barriers shown on page LS1.02 are not shown on the mechanical plans. IBC Section 407.4 requires the smoke barriers and states that they must comply with Section 709. 709.8 states that duct penetrations must comply with Sections 712 & 716. 716.5.5 requires smoke dampers to be installed as ducts penetrate the smoke barriers. 11) Sheet M4.21: Smoke detectors must be installed in the return air system and must shut down the air distribution system upon activation I.A.W. IMC 606. 12) Sheet M4.21: All ductwork must be supported at 10' intervals and at each change of direction I.A.W. IMC Sec. 603.10. 13) Sheet M4.21: All ductwork in unconditioned spaces must be insulated I.A.W. IMC Sec. 604. 14) Sheet M4.21: All seams in ductwork must be sealed with gaskets, mastic or approved tapes (UL 181). IMC 603.9. 15) Sheet M7.21: The sprinkler system must meet the provisions of NFPA 13 as required by INC 903.2.5. Any modifications of the existing system must be approved by the Fire Department. 16) Sheet ED 5.02: All abandoned wiring not labeled for future use must be removed. 17) Sheet E3.02: Feed 100.4G appears to be undersized and should be a minimum of #2 copper per NEC Table 310.16. 18) Sheet E4.02: Light fixtures installed in the suspended ceiling must be supported I.A.W. NEC Sec. 410.16 (c). 19) Sheet E4.02: Lighted exit signs must be visible from all portions of the means of egress corridors I.A.W. IBC 1011.1. 20) Sheet 5.02: All wiring within patient care areas must be Healthcare Facilities Cable (HCFC) as required by NEC 517.13. 21) Sheet E5.02: Each patient bed location shall be supplied with two branch circuits, one from the emergency system and one from the normal system I.A.W. 517.18 (A). 22) Sheet E5.02: Each patient bed location shall be provided with a minimum of four receptacles I.A.W. NEC 517.18 (B). 23) Sheet E5.02: As a general note, the life safety branch and critical branch of the emergency system shall be kept entirely independent of all other wiring and equipment and shall not enter the same raceways, boxes, or cabinets with each other or other wiring I.A.W. NEC 517.30 (C) 1 24) Sheet E6.61: The fire alarm plans must be approved by the Fire Department. Plan Review and Electrical Review: Dan Swallow, Master Code Professional, ICC Certified Combination Plans Examiner, Colorado Electrical License #108971 Final Report Review and Local Contact Thomas R. Thompson, CBO and ICC Certified Plans Examiner Sunrise Engineering 4261 Garrison Street Wheat Ridge, Co. 80033-3023 Cell 303-328-1546 Home 303-422-7808 E-mail tthompson(cDsunrise-eng.com ma " Mortenson construction M. A. Mortenson Company 8300 West 38'" Avenue Wheat Ridge, Colorado 80333 Telephone: (303) 467-4871 Main Fax: (303) 467-4855 August 10, 2007 Mr. Travis Crane City of Wheat Ridge 7500 W est 29th Avenue Wheat Ridge, CO 80033 Re: Exempla Lutheran Medical Center - North Pavilion Project Traffic Control/Dust Control Dear Mr. Crane, It is our understanding that as an outgrowth of the PHD approval process for the aforementioned project, concerns were raised by neighbors of Exempla Lutheran Medical Center regarding traffic and dust control during construction. We have been asked by Mr. AI Davis, Senior Director of Facilities at Exempla, to review these two issues with you to make sure that we are in compliance with the approved PHD. Based on our review of regulatory requirements and discussions we have had with various employees of the City of W heat Ridge these past few weeks, we understand that we may proceed with the work as follows: Dust Control - A dust permit is not required for this project as the work area is less the the 25 acre minimum. Regardless of whether or not a permit is required, it is the responsibility of the Contractor (Mortenson) to use Best Management Practices to ensure that dust is not being carried from the Site to neighboring properties. Dust will be primarily controlied by watering the site. Other measures include vehicle speed control, creating wind breaks with fabric covered fencing and use of ground cover (e.g. mulch and/or landscaping). 2. Traffic Control - During building demolition and construction, which is scheduled to start in February, 2008, a formal traffic plan will be approved by the City of Wheat Ridge. However, a formal traffic control plan is not required during other construction periods, including the site work which is planned to start this month and continue through the end of 2007. During the site work phase, Mortenson will direct all construction traffic to enter and exit the site from 38`h Avenue and use Wadsworth Boulevard for north/south travel to and from the site. Construction traffic will not be route in from or out to Kipling Avenue. If our understanding is incorrect in any way please do not hesitate to contact us and we will get our plan corrected. Thank you for your consideration in this matter. Sincerely, w c Tom Willson Sr. Project Manager Cc: Mr. AI Davis - Exempla Lutheran Medical Center Mr. Mike Wood - Lillibridge Healthcare Services •ava ssaNZSna 9NIM07703 Sxs NozsOaasNr xoa aVa ssaNZSna uNV was aa aaaw as ssnw sssanbax 558Z-S£Z(£0£) 'E[32330 SNIQZIRff ££65-b£Z(£0£) :3N24 SSaRa3x NOIZo3dSNI nqeubis aqep TE?~?330 6ucptzn*,D, suoia~adsu? pTa?; oz a~aCqns s? tty xo aZns 'net 'aouessipso iaqMo Asse zo sapoO bvzpt?nq aq2 3O ssso?s?nozd aqa 3o uozaetozn hue ue 'voi~etn6as soss 'zo3 41~ad e aq oa panilsssoo aq aou LTeqs suozqeD?3?oads pae s6ucnexp 3o TP^o$dde aqa xo ~tuuad.~ o a~ssenss? aqy '9 qoC au~ ;o sas2qd anzssa~Ons qq?m 6¢?paaoozd azo;aq pseo sso?qoadsui vo jenosdde uaqa?im antaDas ZZeqs pue svotaDadsuz ite so; aDuenpe u? sznoq (~Z) sno3-hjuawq xoloadsu= bu?pt<ng aqa h;?qou tTeqs s013ezavoD 'S -maTqozd a6euzezp e 6uisneD sa~en ;o no1; tem]e¢ aqa abueqO tT;m ae41 auop aq tteys zauaew hue 3o xzom oN 5 qiwzad mau e so3 P?pd aq Tteqs saa3 ZTn; 'sead (Z) avo spaaoxa quawuopueqe so uo?s.adsns 3? ao uaaq aneq sa6ueqo 3I 'zead (Z) aao papaaoxa aou seq quawuopueqe io uo?suadsns Aue pue suoza2o?3?oads pue 6UEjd jPUTS?30 aqa u? apew 2Q jjTM zo ssaaq aney eabueqD ov pap?nosd 'pazznbax htiewio¢ qunowe a4q 3TQV'auo 3o aa; e zo3 pasinboe aq h2w qzwiad mau e'sas?dxa a?vuad s?ya ;I 'E 'te?3i;30 6u?pting aqq ;o vozaa20s?p aql qe paaues6 aq hew voisuaqxa uy 'aaep uoiaez?dXa oa soxsd pan?aDax aq asnw uoisuaaxa ve zo7 sasanbag -a}ep anesi aq~ wox3 shep OBL az?dxa TTeqs a?mzad siyy 'Z 'ha,D a4q 3o saoveu?pso aZqeD?tdde zaqao hue zo opezoTOD 'a6pig qeayM 30 sapoZ) bu?pTing pue s¢o?aetn6aa 6uiuoz aqq o~ pve opezotoZ, 3o a;eIg aqi 3o smeT aqq oa WaCqns s; pue voc2eD?Zdde znoA ut qaso; qas svozs?nozd aq} qa?m aDuepzooDe ui panssz szm a?wxad s?qy 'T a pP zavmo/zoq-li?sassoo 3oaznqeu6cg uotIDadsuz pTa?3 01 qDaCqns saejd "qT-Pd stqq sapun xsom zo; 'saDu2ss?px0 a6p? eayM aiq23?Zdde zaqqo ite pae (Z)'fl'I; apoD bu?pt?ng a6piU ]eaqM aql qqim aou2?Zdwom zo3 AI?T?Q?suodsaz ZZn3 awnsse 1 aeyq pve UOi]EJ?jaaP s?ya uo paqu?sd s¢oiq?puoO TTe hq aptq2 0} aazbe pue peas aneq iqeui !aqeinooe ase apew suo«ebaZZe pu2 'umoqs sqaawasnseaw iT2 qeqq 'pzooax 3o ssso?~01z~saz zo sWawasea 'saueuanoD so a6p?U 4eatM ;o h~W) aqq 3o suo?aeTn6az zo satns 'saoveuipzo aTqeOiZdde a~eio?n 4oa op pue 'a~ezn~ne ase ssoz~eoitdde Itwsad sZqa Aq pasodosd saoveqsip xoeqqas a4q 7E4l A3?qlaD A4aaaA t paqou se panozddy :SP :squawmoD Z6'80L'6 +x qvsos . 88'85Z'S . xey asn oo• ~II 2 0 uoz4EnzPn t?qos 60'£SL'T aa3 Matnax ueZ3. 66'969'Z aa3 q?uuaa 53R3 00'09I'Z6Z :NOISKRZHA S03POxd aEsFnazzsEI x2IKWGlL1S 333 +s /0 ~#110'I/?ID0'IH KIl 'NOISIAIQHRS Vn ~asn vn :aaoa SNoz x* 03NI 'I3J2i'dd x* K`IdLjEIX3 005b-SZp/£0£ '2i3NM0 huedwoZ) 6uzzaauz6ug 'S'Il £"[fii-ZO uewxuzzg qqbzma 999T-699/OL6 HRS •oa buizaauibua •S 'R £Zb6-TO 999T-699/£0£ HRS •oD ois:j;DaZg uoabznqS L958-'C0 aZT?^P?uy 31~zPD 8T8b-LZZ/£0£ ffIIS duedwoo uosuaqzoH 'V 'W Li88-TO zr 'uosuzqzow •y'w ZiSZ-56Z/£0£ DD . xx* S,LDK,LNOJ Mxz SNFZ'Id 2i3d NOI.lKAON32i f1JS/2I00'I3 H,Lb/Q2i£ :NOISdI2IJ5:3Q 800Z/6Z/TO 'S32tIdXEl E(nv xsss M 00£8 :55El2IQQK HOP r.ooz/zo/so ~aEInssr tosoLo :oN zzwxaa I080L0 - ZII~i2I3d usiut3 lu~uay •uUuioa ®rnG1807o a~pi?I i~auAA 3 o s~Ia OF 0'1- CIty Of Wh@at RIdg2 Building Permit Number: ' Community Development Department Date: ~'4 ~(,~~yM'.~.~F'T~.EG~ 7~/~~b ~G-S }}~j~~ ~.F`~ ~(4 I ~OCORP00 V,EC.S.I'.'.rl~~ G1l.° .E.y I H ~Z~.~~G~.~`~~`,~ ~'.~ON : ~ Property Ownerc ~FX_rA7PL/k I'IEkLT/ F ~ PropertyAddresx6-~6p /,d„~a 14{/9 -e~3 Phone:__V314125 - 4{Sao ; a ~ Contractor License No.; Q(~~J l? j ' Company: /t4. A. MO,eTEW50rt/ Phone:-203~~~'iS'2S i OWNER/CONTRACTOR SIGNATURE OF ~.UNDERSTANDING AND AGREEMENT Buildinp Dept. Ualuation Figure: ~ 1'hereby certiTy that the setback distances proposed'by this permit applicationare ~G ~ ~ G-'~-~ ~ ~ accurete, and-do not violate applicable otdinances, rules or regulations of the City of ,Va.l, ~Q~(p0 ov ~ ~ WheatRidgeorcovenants,easementsorrestrictionsofrecortl;that.allmeasurements +Z~ i - . shown, and:ailegations made are accurate; that t have read and agree to abide by alI . , P021Tlit Fee:$' conditions printed on this application~ and that I assume fupiesponsibility for ' 'compliancewith the WHeat Ridge Building Code (I.B.C) and all otherapplicable Wheat P13ri ReV1eW Fe0:$ ; ~ Ridge Ordinances, forwork underthis per ' Jans subjectto field inspection. G Use Tax:@ (OWNER)(CONTR4CTOR):SIGNED DATETIO1U7 ~TQ'C2.l:y.... . (OWNER)(CONTRACTOR).PRINTED ✓(//Zk ~ ~G/'/ ' DATE7//~ /6? Use of Space (description): Description of work: i•e( n~: 3 Izi`n`<FLC~2/7-Gt) ;eL'NG>i/e4T7o,-1/ Sq. Ft. added-. - BUIILDINGDEPARTMENTUSEONLY SIC: Sq.Ft.: ONING COMMENTS: : Approvah _ I . :..:Zoning: _ . : . . . " . . BUILDING COMMENTS: A,~SVG~ '`f)f NC3~.~~3. APProvaL• . . r ~~CEsVED 3 , I PUBLIC WORKS COMMEMS ApprovaC . v ~t t IREDEPARTMENTCOMMENTS . n . - i ApProvaL . _ ~ . Occupancy: Walls: Roof: Stories ns, Electrical License No: Plumbing License No: Mechanical License No: CompanY:57f1I;~&A~LV t4,IFC. CompanY:l)Seal6lCompanYUJ~Cv(A/+c~1eL✓'~ a I`41 3 obq ~z3 _ Expiration Dafe: Expiration Date: Expiration ate: ApprovaL ' ApprovaL - Approval: .(1) Thispermit waS issued in accordancewith the provisions set forth in your application and is subjectto the tawsof the State of .Coloradoandto:theZoning-RegulalionsandBUilding.CodesofWheatRidge,Coloradooranyotherapplicableordinancesof . . . theCity. . . . . . . „ ..(2) : This permit shall expire if (A) the work authorized isnofcommencetl wilhin sialy (60).days from issue datepr.(B) the building authorized is suspended or abandoned for a penod df'180 days. ..(3) If lhis permit expires, a new permit maybe acquired for a fee of one-halfthe amountnormally required, provided no changes: - have been or wiif be made in the originabplans and specificationsand any suspension or abandonment has not exceeded one "(i)yeac Ifchangeshavebeenorifsuspensionorabandonmentexceedsone(1)year,fWlfeesshallbepaidforanewpermit" (4) . No work of anymanner shall be done.. tha4wiil change the natural flow of water causing a drainage problem: (5) . Contractor shall:nohy the Building Inspector hventy-four (24) hours in adJance for.all inspectionsand shali receive wrilten approvai on inspedion card before proceeding with successive phases of the job. (6) The,issuance of:a permit or the appmvaf of drawings and speafications shall notbe construed to 6e a permit for, nor amapprovalof anyviolationoftheprovisionsofthebuildiog~codesoranyotherordinance,law,ruieorregulation..Ailplanreview. issubjecE fo field inspections. I Chief Buildinq Official ; ~ti/ \r+ qt City of Wheat Ridge Comm. Tenant Finish PERMIT - 070683 PERMIT NO: 070683 ISSUED: 07/06/2007 JOB ADDRE55: 8300W 38TH AVE EXPIRES: 01/02/2008 DESCRIPTION: MOB I 3rd/4th Floor Renovation CONTACTS gc .303/295 -2511 sub 303/227 -4818 sub 970/669 -1666 SUB 970/669 -1666 owner 303/425 -4500 M.A. Mortenson, Jr Gary A Thiaville Robert R. Brunson Dwight Brinkman Exempla 01-8817 M. A. Mortenson Company 01-8567 Sturgeon Electric Co. 01-9423 U.S. Engineering Co. 02-1413 U.S. Engineering Company PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMZaRY ESTIMATED PROJECT VALUATION: 515,780.00 FEES Permit Fee 4,302.83 Plan Review Fee 2,796.84 Total Valuation .00 Use Tax 9,284.04 TOTAL 16,383.71 iiso Comments: lIpr 433,11 TT: OKAY SUBJECT TO CORRECTZON NOTES INCLUDED WITH PLANS ELECTRICAL MUST MEET 2003 NEC SUBJECT TO 2003 I CODES SUBJECT TO WRFD NOTES SIIBJECT TO FIELD INSPECTIONS I hereby certify that the s=obzck distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application andthat I assume fvll responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ryd'y_9xill:;9 ces, fo3~,work under this permit; Plans subject to field inspection. Signature of contsai-lor/oumer °dat6 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State ot Colorado and to the Zoning Regulations and euilding Codes of Wheat Ridge, Colorado or any other applicable . ordinances of the City. 2. This permit shall espire leo days from ehe issue date. Requests for an extension must be received prior to espiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit eayires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and anysuspension or abandonment has not . exceeded one (1) year. Sf changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a pesmit or the apprwal of drawings and specifications sriall not be-construed to be a permit for, nor an approval of, any~tion of the provisions of the building codes or any other ordinance, law, rule or re9ulation. All plan review is ect to fie.d )hspections. Signature of Chief date . INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM AD7Y"BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. J1 City of Wheat Ridge Building Permit Number. Community Development Deparfinent Date: . . . cOCOftP00 C[.C'~'.~'~.fY.'.5ER~'~~~C .L Propertyowner. EXF1t4P1_if Properry Address: S36-j W&ST 38et ,*ya 1,/11EA--T ,~nl j,6ej eo Phone` : Contractor License No,: ol`af5/ 7 ~_7~s 8Gn33 Company: ./t.Q 1&CT2FcA/~✓V Phone:~3-26 - 0,5/ l OWNER/CONTRACTOR.SIGNATURE OF UNDERSTANDING AND AGREEMENi Bp1~; U8/U8flOOFl9'(J/@; $ ihereby certirythat the setback distances proposed by this permit application are . acwrate, and do not.violate:applicable ordinances, rulesbr regulations ofthe Gity.of Vd1UC:$5I5; 750 - Whea[ Ridge or covenants, easements orTesttictions of record; fhatall measurements shown, and allegations made are accurete; that I have read and agree to abide by all Perxnit Fee:$ 3mg. $ conditions printed on this application andthat I assume fullresponsibility for compliancewiththeWheatRidgeBuildingCode(I.B.C)andailotherapplicableWheat PIat1RCV1eWFe0:$ a~794.J Ridge Ordinances, forwork underthis ermit nsield inspection. - = / ~j y Use Tax: . . (OWNER)(CONTRACTOR):51GNED ' DATE (O~/ 6l .TQfal:$ fi~J+~jt-7.` . (OWNER)(CONTRACTOR):PRINTED YF ~ pA 1{..0~ ' . L Use of Space (description): /400 Z~j'=~Z2'~4'- FGDG~l?,,j ~:-A/W, A 'Tj0„i/Description of work: ' Sq. Ft: added COMMENTS: Approvak:- Zoning: ` '$UIlDI BUILDING COMMENTS: - Approval: -JT ' :IC WORKS COMMENTS: Approval: OKA`1 ~ ~ SSC~~~ DEPARTMENTCOMMENTS Sq.Ft.: :4 1/ 4N)NI A ` RECEIVED auii4i 9: cl~ Approval: ♦ ~ I. I . t?p -J kccupancy: Walls: ' Roof: Stories Residential Units Electrical License No: Plumbing License No- Mechanical License Na Company:'6T(Jg6'&9_✓ Company: U,5 E~elnrC.. Company: Tf5 ~~✓C~la1~'~~(.A/(~ Expiration Date: ExPiration Date: U lr. yZ~ Expiration Date: ApprovaL Approval: Approval: _ -(1) -~This permitwas issued in accordance with the provisions set forth in your application and is subjectfn the laws of the State of .ColoradoandtotheZon}ng-RegulationsandBUildingCOdes'ofWheatRidge,Coloiadooranyotherapplicableordinancesof . the Ciry. (2) This permit shall expire rf (A)the work authoriied is not commenced within sixry (60) days from issue date or (B) the bwlding authorized is suspended or abandoned for a~ period of 180 days ' - . (3) Ifthis.permitexpires,anewpermitmaybeacquiredforafeeofone-halftheamountnormallyrequired,providednochanges have been orwillltie made in-the original plans and speahcatlons and any suspension orabantlonment has not exceeded one.~ (1).year.lfchangeshavebeenorifsuspensionorabandonmentexceedsone(1)year;fullfeesshallbepaidforanewpermit,.. (4) No work of any manner s6ali~be done'thaFwill change the nafural flow.ofwater causing adrainage problem..(5) Contractor shall nptify the Building Inspector iv✓enty-four (24) hours in advance.forall inspections and shall receive wntten approval on mspection card before proceeding with successive phases of the job: ' (6) The.issuance of a:permit or theapprovalofdrawings.andspecifications shallnot be constmed to be a permil for, nor an approvalof,anyviolationoftheprovisionsofthebwldingcodesoranyother ordinance,law,ruleorregulation..All.planreview-I issutijecttofieldinspections.:' . Chief Building Official i ~ City of Wheat Ridge Plan Correction List 2003 International Building Code Plan Review Date 712107 Plans Received 6122107 Final ReviewlReport Date 712107 This report incorporates and supersedes any red line comments on plans. The plans and all construction must comply with the 2003 IBC, IMC, IPC, and IFGC and the 2005 NEC whether noted on the plans or not. Lutheran Medical Center 3r" and 4th Story MOB Remodel Building Address 8300 w 38th Avenue Wheat Ridge, Colorado 80033 Type of Const. Building Area Stories Pire Sprinklered Occupancy Occupant load Total occupant load Use Description of work and assumptions Tenant Coordinator Architect II-A Not provided (remodel no s.f. change) Not provided Yes B and I-2 Mixed Unchanged Unchanged Hospital (I-2), Medical Offices (B) Remodel of 3b & 4t^ Story offices. None provided. Fred Buenning (303) 295-7792 The following items were found to be in violation of codes, unclear, missing from plans or need further explanation. Please make corrections on plans and prepare a plan review response letter indicating where on plans and what type of corrective action was taken. When all corrections have been made, the plans will be approved and the plan correction list will be attached to the approved plans and become part of the approved construction documents 1) Sheet G0.0: The interim life safety plan and the fire protection pian must be approved by the Fire Department I.A.W. NFPA 101. 2) Sheet LS1.31: The doors in smoke barriers must be self•closing and positive latching I.A.W. IBC 909.5.2. 3) Sheet LS1.31: The sprinkler system must meet the provisions of NFPA 13 as required by IBC 903.2.5. Any modifications of the existing system must be approved by the Fire Department. The plans not that this portion of the building is partially sprinklered. The building must be sprinklered throughout in order to meet the unlimited area provisions of the IBC. 4) Sheet LS7.31: Changing the type of construction from I-A to II-A in the group B occupancy precludes using the non•separated use provisions of Sec. 302.3.7. Due to the buildings size, it appears it may be more appropriate to classify the entire building as type I•A construction to allow for unlimited areas and the uses to be non-separated. Otherwise, further information on allowable areas and area ratios will be required to demonstrate compliance with Chapter 5 of the IBC. 5) Sheet LS1.31: No manually operated flush or surface mounted bolts are permitted and the unlatching shall not require more than one operation I.A.W. IBC 1008.1.8.4 and 1008.1.8.5. 6) Sheet L81.31: Provide areas of refuge within or adjacent to the exit enclosures I.A.W. IBC 1007.3. 7) Sheet A2.31: Penetrations of fire resistive assemblies must be protected by tested through penetration fire stop systems. Submit fire stopping details for approval. IBC Section 712. 8) Sheet 11.1: The floors and walis within the bathrooms must be finished with a smooth, hard, non-absorbent surface to a height of 4 feet within 24 inches of water closets I.A.W. IBC 1210. 9) Sheet M4.31: Smoke detectors must be installed in the return air plenum and must shut down the air distribution system upon activation I.A.W. IMC 606. 10) Sheet M4.31: All ductwork must be supported at 10' intervals and at each change of direction I.A.W. IMC Sec. 603.10. 11) Sheet M4.37: All ductwork in unconditioned spaces must be insulated I.A.W. IMC Sec. 604. 12) Sheet M4.31: All seams in ductwork must be sealed with gaskets, mastic or approved tapes (UL 781). IMC 603.9. Sheet M7.31: The fire alarm and fire protection plans must be approved by the Fire Department. 13) Sheet E3.07: The #d feeders supplying the two new panels must be protected from overcurrent with not more than an 85 amp breakers per Table 310.16. 14) Sheet ED4.03: All abandoned wiring not labeled for future use must be removed. 75) Sheet E4.03: Light fixtures installed in the suspended ceiling must be supported I.A.W. NEC Sec. 410.76 (c). Plan Review and Electrical Review: Dan Swallow, Master Code Professional, ICC Certified Combination Plans Examiner, Colorado Electrical License #108971 Final Report Review and Local Contact Thomas R. Thompson, CBO and ICC Certified Plans Examiner Sunrise Engineering 4261 Garrison Street Wheat Ridge, Co. 800333023 Cell 303-328-1546 Home 303-422-7808 E•mail tthompson(~a,sunrise-enn.com Jul•06-2007 04:21 PM MORTENSON EXEMPLA LUTNERAN 303-467-4855 VYHEA.T RIDGE FCRE PROTEGTION DISTRICT PO Box 507 - 3860 UPFiAM STREET • WHEAT R1DCyE, C=tanDo 80034-0507 903-403-8900 • FAX 303-940-0350 • W'tVW.WIxFtRmo1ZG M A MorCenson June 29, 2007 Nick Veubch 1621 18"' Sixeet Suite 400 Denvex, Coloxado 80212 Re: Remodel and Demolition at Exempla T,uxheran Medical Office Buildin,g 3`d and e floor renovation. The folloving xequixements are made undex the 2003 luternational k'ixe Coda adopted by the k'ire Board of the 'UUheat Ridge Fire Protection Disttict and the City Council of the City of Wlaeat R.idge, CoZoxado. DemoIitian requixenaents are as follows: 1. Any trash duunpsters used for the demolition sha11 he gxeatex than 20 £eet from any structure. 2. All Fire Alarna conaponents shall remaau on-line or placed back in service when workers are cleax of the woxk areas. 3. All means of egress shall renaaui clear of constructzon naaterials at all times. 4. A11 Fire L,anes shall remain clear of constxuctian vehicles and equigment at a11, times. 5. A Fixe Extinguashex with a miwinuum rating of 2A- 40BC shall be with in 10 feet of all "HOT WORK" operations. 6. An emergency phone shall be onsite at a11 titnes (or accass to ane). ' 7. All elactrzcal power shal.l be disconneGted at the circuit panel after xeznavalof light fixtctres. (Pan.el' shaU Fie marked as such.) PI.NAS MU~~l~1~4G R5MAIN O~ySiTE ~T10N CONSTR.U 2/5 Jul•06-2007 04:21 PM MORTENSON EXEMPLA LUTHERAN 303-467•4855 Consiructimn requirements; 1. Al.l means of egxess shall xeAaain clear at all tinas of consixuction. 2. Daors adjacent to the xated corridor shall have autoxnatic door clpsures. 3. Complete plans for fire spruikler and fiure alam slaall he submxtted to the Fire Dxstrict for revievv and approval. 4. Storaga shaIl not be within 24 ixi.ches from tla e ceiling. ( Line shall denote 24 ixaches in storage raams, 5. AJ.1 f~ure dana.pers sha11 be tested priox ta final testing. 6. All Electrical panels shall be clearly marked with the areas that the individual breakers service. 7. All access to Fire ExCin.guisbers shall rexnain cleax at a.ll times. All fire detection devices sha11 be naaantaiued at all times of consiruction. 9. A1D emezgency lzghting shall remain at all times of consstiruuction. 10, All Fire Doars axe to xezu.ain clear at alI times. 11. All doors servicita.g fram tlae rated coxridor shall b.ave autoxnatic door closures, 12. All floor to floor penetrations shall bave ~"axe oaul.ltc to maintaan the fire xating o£the floors. 13. All electrzca]l shall comply with tihe 2002 N.E.C. 03atkoom G.F.I., circuits.) 14. All, penaa.ts shall be posted at the main entxaiace to the buitding. 15. Any chan.ges to the approved plaus shall be subznitCed for approval. 16. Other reqrxirements ua.ay be addressed at the time of inspections. (Contazigent on the scope af woxk not incIuded iaa appxoved plans.) 3/5 Any questivn regaxdiug this review pZease contact nae at the Fire District. Ju1-06-2007 04:21 PM MORTENSON EXEMPLA LUTHERAN 303-467•4855 Reviewed by Doug as J. Saba Fixe Marshal Fixe Code Tnspector # 50838-98 4/5 Jul•06•2007 04:21 PM MORTENSON EXEMPLA LUTHERAN 303•467•4855 . ~ . g . ! t ~1 ~~7 ~c ~F' .~~'i S: t-r~._ /'y~1 j ~ ._jlicatianDate: ~/1 /l'll i.. " PermiEiUo. . ~ Whea$ R9dge F9k"~.° P9"otectCofi9 DiStCOCt ~ P.O. Box 507 ° 3880 Upham Street ° Wheat Ridge, Colorado 80034-0507 x 303•403-5900 office ° 303-940-0350 Fax ° www.wrfire.org m ; ` . Contr ctar EnformatFdn Site %nParmaYlon ~ Name:. PJ~ ' A!~a2 ;1"rig~, :J -Address: `:::.~c~ _i. : ' ~ ~ A9ent; -.~33• 5214Z5 v ~ Address: Buslne55: r a,G_; contacC: - °-4 Fnone: I etteSt Che above InPor'mation ta ha acweate. I have reaeWed and reNawad ffie Inspedion Compliance and the Fee Schedule. Yhla permlt Is the propetLy of tha Wliaati Ritlge Pire protectlon D1shrlcx end Is Issued suhjeceto conditians wntaineA herein. Upon any Faliure of any condltlen including failure of eiearaneaaFany parmik paymenq Shls permit iasubpece ea immetriate revocatian and the perml[ must 6e relurnmd upon demand tn a~ represenret7va of the YUheat Ridge Pire PrarecSlon DIstrlcC. , ,_,,,,.,..y ~SIgnakUre ofAp'plicant: . . . , . . . ~ ~a iVOTICE: Tf construction us sgaarteii prlorCO tBae issuance nf a perreaetr, T~JUE:9,3} $9mos g6ua notmal fea vuil[ be assessad. ~ ' INSPE.CIION BY FTRE PROTECiTON DISfRICT REQUZRED? C~ EI"YES ~ ❑ ND . , PoSCthispermitlnaeonspfcubtnpleeg. RequesrrcqWredinSpecGonsamlMm~mafthreedsyslnad~anceat303-403-59a7. y d S . ' 7'YPEOFPERMI7 FORMSRLA(seefeeschedulesheet) EEES Tank inspection tvo. of Tanks= Re+i(ew Alamf System P,lans system Value= " ReVIeW SprinWer 5 sXem Plans SysYem Value- Review Misc. 5 stem Plans $ystem.Value= , ~ Reyiew Building Plans Valuation= ' 7;'y Special Handling or Use Plans Valuation=. . . . , 'POTAL GEES DUE b-I(J.. Ddte Paid , Amt Paid Metftad Initials 5/5 0 Total eldg. 21teration , ❑ New ' ❑ Pdrtial ❑ Other: ` HydrosGitiC Tests and' bates: FR ~ ~ r ~ 949 Q~B ~ ~ ~0. 2 ~ Commerds: ~ • 6A$ ~ ~ FdRE PROTECITON DIS4FtTGT APPROVAp. YS 9ZEQ9JIRED PR%OR'PO Tt4E HSSHJAA4CE 6F YFIYS PERPAk7. ~y El AP ROVED SUBMITTED,.•. ~ ND N YAPP Se~om1p ents.) -4 BY l1Tl-E f'.r .r"~.. DA7E .e' t."O,~ n'f . . ~M' ~Y ' . • . q~ N7YPLOFPEdYP9TT :e',..%. FORMlp9.,q(seefeeschedulesheet) FEE5 Site'Assessment (Re~SubmlttalJ No. of Sites plan Revlslon (Re-Insp~ct) No. of Mours. After hours ins ection . 2 Hours + No. of Hours . ' TOTA,L EEES Dl9E FEMAL ARP6$OQ9A4 BY ' . ~ ~ i i ~ . . 4 Tl7l.rz DATE Pate Paid ! iY ~ Amt. Paid Method ~ Initials ~ ~ City of Wheat Ridge Comm. Tenant Finish PERMIT - 070457 PERMIT N0: 070457 ISSUED: O5/17/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 11/13/2007 DESCRIPTION: Patient Rooms / Dialysis Rms. 6th floor / 1970's Tower. CONTACTS owner 303/917-7561 ELMC gc 303/295-2511 M.A. Mortenson, Jr 01-6817 M. A. Mortenson Company sub 303/227-4818 Gary A Thiaville 01-6567 Sturgeon Electric,Co. sub 970/669-1666 Dwight Brinkman 01-9423 U.S. Engineering Co. sub 970/669-1666 Dwight Brinkman 02-1413 U.S. Engineering Company PARCEL INFO ZONE CODE: PHD USE: UA SIIBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 3000,000.00 FEES -Permit Fee 16,793.95 Plan Review Fee 10,916.07 Total Valuation .00 An Use Tax 54,000.00 TOTAL 81,710.02 Comments: Must meet 2003 2 Codes 2005 NFPA 2005 NEC Subject to field inspections I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City o£ Wheat Ridge or covenante, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge O~adnancJ~for worlyunder this permit. Plans subject to field inspection. Signature of contractor/owf}EY aaee 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances ofthe City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-halE the amount nosmally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) yeaz, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-EOUr (24) hours in advance Eor all inspections and shall receive written approval on inspection card before proceeding with successive.phases of the job. 6. The issuance of a pe t or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, a olation~ t e provisions oE the building codes or any other ordinance, law, rule or regulation. All plan review i 'ect to } d nspections. rs Signature of Chief Building Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-28-55 REQUESTS MUST BE MADE BY 3PMANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 0 J-" . oF WHEqr ° ' . ~ Po City Of WheatRidge Building Perm er: ~ m Community Development Department Date: c~CORP~O CO"ERCML EE M Ut TI-FAMIL Y . o J~~~~~DING PERHITA.L"PLICMON Properry Owner: PropertyAddiess: 83pL:~, Phone: il. "15(a t Contractor License No.: p i ogi-7 Company: }.~.~oT-'(b'2T'~f~~r~ cor~PAti1`f Phone:3~.3A(QZ 4~10`l OWNER/CONTRACTOR SIGNATURE OP UNDERSTANDING. AND AGREEMENT . Bl/fId%f1q DBpf. V8IU8t10Ii F%CJGYB; $ . I hereby certify that the setback distances proposed by thispermit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliancewiththeWheatRidgeBuildin o e .C) a erapplicabieWheat Rldge Ordinances, for work er this ~ mit. Pla bject to ield inspection. Value:$3 ptip/ OD Perxnit Fee:$ X-, 7g3. V' Plan Review Fee:$ /o, 9/b. 0~; Use Tax: Sy, ooo. 0~1 Total:$ 81.7101" Use of Space (description): BA~rg~zcorjs I'.P tPL~/sts 7_--J s Description of work: Z7g~oJp~tcaaS'~ EX~w4cL L-n> rLmCL l~t~o's Sq. Ft. added BUILDING ONING COMMENTS . Approval: . . . 2oning:. . BUILDING COMMENTS Approval: PUBUC WORKS COMMENTS Approval: IRE DEPARTMENT COMMENTS: Approval: . Occuoancv: Walls: Roc USE ONLY SIC: Sq.Ft.: Residential Units Electrical License No: Plumbing License No: Mechanical License Na Company: ~~OA Company: V.S. y,~^;n. Company: US ~A. ~J. Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set fodh in your application and is subject to the laws of the State of . . Colorado and to the Zoning Regulations. and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) Thispermit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) if this permit expires, a new permit may be acquired for a fee of one-half the amounf normaily required, provided no changes . . have been orwill be made in the original plans and specifications and anysuspension or abandonment has not exceeded one (1) yeac If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. . (4) No work of any manner shall be done thaf will change the natural flow of water causing a drainage problem. . (5) Contrector shall nofify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written appmval on inspection card before proceeding with successive phases of the job. .:.(6) The issuance of a permit or the approval of drawings and specifcations shall not be constmed to be a permit for, nor an . . . approvalof,anyviolationoftheprovisionsofthebuildingcodesoranyotherordinance,law,ruleorregulation.Aliplanreview . is subject to field inspections. . . . Chief Building Official City of Wheat Ridge Plan Correction List 2003 Intemational Building Code Plan Review Date 5114107 Plans Received 513107 Pinal Review/Report Date 5114107 This report incorporates and supersedes any red line comments on plans. The plans and all construction must comply with the 20031BC, IMC, IPC, and IFGC and the 2005 NEC whether noted on tbe plans or not Lutheran Medical Center 6^d Floor Patient Room Remodel Building Address 8300 w 38'h Avenue Type of Const. Building Area Stories Fire Sprinklered Occupancy Occupantload Total occupant load Use Description of work and assumptions Tenant Coordinator Architect Wheat Ridge, Colorado 80033 I-A Not provided jremodei no s.f. changeJ Not provided Yes I-2 399 in remodeled portion Unchanged Hospital (I-2), Remodel of 6th floor patient rooms. None provided. Pred Buenning (303) 295-1792 The followiog items were found to be in violation of codes, unclear, missing from plans or need further explanation. Please make corrections on plans and prepare a plan review response letter indicating where on plans and what type of corrective action was taken. When all corrections have been made, the plans will be approved and the plan correction list will be attached to the approved plans antl become part of the approved construction documents 1) Sheets G0.02 & M7.21: The interim life safety plan and the fire protection plan must 6e approved by the Pire Department I.A.W. NFPA 107. 2) Sheet LS7.6: The Life Safety Pian Data shows ttre plan is based on the 2003 edition of NEC (no such edifion). This should be changed to the 2005 edition of the NEC as is adopted by the State of Colorado. Additionally the most current edition of ANSI A117.1 is the 2003 not the 1998 as noted on the plans. 3) Sheet LS1.6: The Life Safety Plan Data shows that the columns must be 2-hour fire resistance rated. The columns that supporting the roof only may be 2•hour fire resistance rated while other columns are required to be 3•hour rated I.A.W. Table 601 footnote b. Additionally, the rooflceiling assembly and beams supporting it must be 1.5 hour fire resistance rated I.A.W. Table 601. 4) Sheet LS1.6: Penetrations of fire resistive assemblies must be protected by tested through penetration fire stop systems. Submit fire stopping details for approval. IBC Section 772. 5) Sheet LS1.6: The sprinkier system must meet the provisions of NFPA 73 as required by INC 903.2.5. Any modifications of the existing system must be approved by the Fire Department. 6) Sheet A2.6A: There is no water cioset shown in the bathroom of TC-653. Is this the intent ot the architect to omit this water closet? 7) 5heet A2.6A: IBC Section 1707.5.3 requires 70% of the rooms to be Accessibie (deflned as compiying with chapters 7•9 of ANSI A117.1) The bathrooms withtn the sleeping rooms do not appear to comply with accessibility requirements specifically the turning radius requirements of ANSI A117.1 Sec. 304.3, the toilet location requirements of 604.2, and the shower clearance requirements of 608.1. 8) Sheet A2.6A: Provide a 5 foot turning radius within the staff toilet room in work area A as required by ANSI A117.1 Section 304.3. 9) Sheet A2.6A: The corridors must be constructed as smoke partitions IA.W. IBC Sec. 407.3. The doors opening into the corridors must provide an effective barrier to limit the transfer of smoke and shail be equipped with positive latching. 10) Sheets A2.6A 8 A2.6C: The enclosed exit stairvvays must incorporate an area of refuge as required by IBC 1007.3. The stairway enclosures must maintain a 2-hour fire resistive rating I.A.W.1019.1 11) Sheets A2.6A, B, & C: Identify the refuge areas within the corridors, patient rooms or treatment areas at a rate of 30 net square feet per patient I.A.W. 407.4.1. 12) Sheet M4.61: The smoke baniers shown on page LS1.6 are not shown on the mechanical plans. IBC Section 407.4 requires the smoke barriers and states that they must comply with Section 709. 709.8 states that duct penetrations must comply with Sections 712 & 716. 716.5.5 requires smoke dampers to be installed as ducts penetrate the smoke barriers. 13) Sheet M4.61: Section 709.4 requires the smoke bartier to extend for the floor slab to the floor or roof deck above through concealed spaces. There appears to be ductwork installed parallel with and in the same location as the smoke barrier between smoke compardnents B and C which would compromise the continuity of the smoke barrier through the concealed space of the floor/ceiling assembly in violation of the code. 14) Sheet M1.01: Smoke detectors must be installed in the return air plenum and must shut down the air distribution system upon activation I.A.W. IMC 606. 15) Sheet M4.61: All ductwork must be supported at 10' intervals and at each change of direction I.A.W. IMC Sec. 603.10. 16) Sheet M4.61: All ductwork in unconditioned spaces must be insulated I.A.W. IMC Sec. 604. 77) Sheet M4.61: All seams in ducfinrork must be sealed with gaskets, mastic or approved tapes (UL 181). IMC 603.9. 18) Sheet ED 2.67: Aii abandoned wiring not labeled for future use must be removed. 19) Sheet E4.61: Light fixtures installed in the suspended ceiling must be supported I.A.W. NEC Sec. 410.16 (c). 20) Sheet E5.61: All wiring within patient care areas must be Healthcare Facilities Cable (HCFC) as required by NEC 517.13. 21) Sheet E5.61: Each patient bed location shall be supplied with two branch circuits, one from the emergency system and one from the normal system I.A.W. 517.18 (A). 22) Sheet E5.61: Each patient bed location shall be provided with a minimum of four receptacles I.A.W. NEC 517.18 (B). 23) Sheet E5.61: As a general note, the life safety branch and critical branch of the emergency system shali be kept entirely independent of all other wiring and equipment and shall nat enter the same raceways, boxes, or cabinets with each other or other wiring I.A.W. NEC 517.30 (C) 1 24) Sheet E6.61: The fire alarm plans must be approved by the Fire Departrnent. Plan Review and Electricai Review: Dan Swallow, Master Code Professional, ICC Certified Combination Plans Examiner, Colorado Electrical License #108971 Finai Report Review and Local Contact Thomas R. Thompson, CBO and ICC Certified Plans Ecaminer Sunrise Engineering 4261 Garrison Street Wheat Ridge, Co. 80033-3023 Cell 303•328•1546 Home 303-422-7808 E-mail tthompson@sunrise•enA.com . 4460t,+', eat Ridge City of Wh Commercial Demolitio PERMIT - 070414 IRMIT NO: 070414 ISSIIED: 05/07/2007 ,B ADDRESS: 8300 W 38TH AVE EXPIRES: 11/03/2007 ISCRIPTION: Interior non-structural demo. (Patient Rooms) CONTACTS ;owner 303/467-4869 P:rV,GC 303/295-2511 M.A. Mortenson, Jr Exempla Lutheran Med. Ctr. 01-8817 M. A. Mortenson Company PARCEL INFO =,ZONE CODE: PHD USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ e4.>: FEE SUMMARY ESTIMATED PROJECT VALUATION: 50,000.00 FEES 00 50 Demolition Fee . a° Total Valuation .00 TOTAL . 50.00 . structural demo only. Subject to field inspections I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all ements mea all s made are accvrate; that I have read and agree to abide by all conditions printed on this ~ aFY+~catio a th I sume fu responsibility for compliance with the Wheat Ridge Building Code (I.E.C) and all other annlicabl Whea R e dinance £or work under this permit. Plans subject to field inspection. Signature of 1_ This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Aidge, Colorado or any other applicable ordinances of the City. 2. This permit sha11 expire 180 days £rom the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired Eor a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pesmit. 4. No work of any manner sha11 be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card be£ore proceeding wiCh successive phases of the job. 6. The issu nce of a permit or the approval o£ drawings and speci£ications shall not be mnstrued to be a permit for, nor an aal of, apy~~.Olation of the provisions of the building codes or any other ordinance, law, rule ar regulation. A1 review f ut~ect to field inspections. o£ Chief Building OYficat aace N REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~ UV4(D c.►Tio vl otA L-Y s;c_x~o;,av__ .oE WHEqT . . ~ . CIfY Of WI7@8t RICIgB v Building Permit Number: Communify Developmenf Department Date . CpCORP00 . CVi'.C''~l~.!' ..S'..s {~C.°..fC~.CULTI' Y. . . . . .!:Nt.4d;A~.4.A~~~~P~.~d3 d.4,5. A.4.0.ISCA.TAON Property Owner: h-"etF' 1-O(I4eA4 mr_A~v.at.. czf+- . Propexty Address: S3eD VI - 3&T W 1M1~ Phone: 3c3.~(lv'r. Contractor License No.: Ol gS I^r _ Company: ~.A. F,(Ri_U5o4 CaKPQil-/ Phone: ~3,R1'~.TS(e ( OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT . B(/IICIftlpDQpf. U8IU8flOn F%gU/B: I hereby certify that the setback distances proposed by this.permit application are accurate, and do not violate appiicable ordinances, rules or regulations of the City of Whea4 Ridge or covenants, easements or restrictions of record; that all measurements . shown, and allegations made are accurate; that f have read and agree to abide by all - conditions printed on this application and th t I assu' e full responsibility for . compliancewiththeWheatRi w~g~C e . ndall er applicable Wheat Ridge Ordinances, forw underthis p~mit. PI n s bjectfo field insaection. . . (OWNER)(CON7RACTOR):PRINTED C:)A*LDATE Use of Space (description): ~AT[f.~.1,T ~oo~.4s Description'ofwork: Sq. Ft. added COMMENTS Approval: Zoning:., 3COMMENTS Approval: IORKS COMMENTS: Approval: APProvaC. . v31U0: $ 'ARTMENT COMMENTS: Permit Fee:$ Plan Review Fee:$ se Tax: Total:$ BUII.DINGDEPARTMENTUSEONT;Y SIC: Sq.Ft.: I lOccupancy: Walls Roof: Stories Residential Units I Electrical License Na Plumbing License No: Mechanical License No: Company CompanY: Company: Expiration Date: Expiration Date: Exp7ration Date: Approval: Approval: Approval: " (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of . . ..ColoradoandtotheZon'tng-Regulalions-andBUildingCOdesofWheatRidge,Coloradooranyotherapplicableordinancesnf . the City. . . . . . . . . . . . .:(2) This permit shali expire if (A) the work authorized is not commenced wilhin sixty (60) days from issue date or (B) the building. . authorized is suspended or abandoned for.a peripd of 180 days. . . :(3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes ~havebeenorwillbemadeintheoriginalplansandspecificationsandanysuspensionorabandonmenthasnotexceededone (1)year. Ifchangeshavebeenorifsuspensionorabandonmentexceedsone(1)year,fullfeesshallbepaidforanewpermit: . (4) No work of any manner shail be done that will change the natural flow of water causing a drainage problem. . . (5) Contractor shall notify lhe Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection cardhefore proceeding with successive phases ofthe job. . (6) The issuance of a permitbr tbe approval of drawings and specifications shall not be construed to be a permitfor, nor an . approvalof,anyviolationoftheprovisionsofthebuildingcodesoranyotherordinance,law,ruleorregulation.Aiiplanreview . . . . is subjecf fo field inspections.. . . . Chief Building Official ' 4aeqr .p4.i-.'D. m City of Wheat Ridge °OLoRaa° Comm. Tenant Finish PERMIT - 070458 PERMIT NO: 070458 ISSUED: 05/17/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 11/13/2007 DESCRIPTION:Renovation of classroom space on 2nd floor. CONTACTS . owner 303/917 -7561 ELMC gc 303/295 -2511 M.A. Mortenson, Jr 01- 8817 M. A. Mortenson Company sub 303/227 -4818 Gary A Thiaville 01- 8567 Sturgeon Electric Co. sub 970/669 -1666 Dwight Brinkman 01- 9423 U.S. Engineering Co. sub 970/669 -1666 Dwight Brinkman 02- 1413 U.S. Engineering Company PARCEL INFO ZONE CODE: PFID SUBDIVISION: UA USE: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT W 000.00 FEE S Permit Fee 4, 203.95 Plan Review Fee 2,732.57 Total Valuation .00 . Use Tax 9,000.00 TOTAL 15,936.52 Comments: Must meet 2003 I Codes 2005 NFPA 2005 NEC Subject to field inspections I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of WheaC Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions piinted on this application and that I assume full responsibility for compliance with the Wheat Ridge Huilding Code (I.S.C) and all other applicable wheat RidgSOrdi rPS, for ~;Prk under this permit. Plans subject to field inspection. jI_ Signature of contractor/ er date 1. This permit was issued in accordance with the provisions set forth in your application and is subject tothe laws of the State of Colorado and m the Zoning Re9ulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 1B0 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit espires, a new permit may be acquired for a fee of one-half Che amount normally.required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or i£ suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pesmit. a. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Huilding Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection caid beEOre proceeding wieh successive phases of the job. 6. The Pssuance of a pX.1. or th~apaP of drawings and specifications shall not be construed to be a permit for, nor f the building codes or any other ordinance, law, rule or regulation. an approval of, an ation o t rovisions o Al1 lan review i ct to ns ections. Signature of ChieE Huilding Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.. ~lan-t+-O~ -C) 1 tb ~ ~E WHEqT ` . . ~ Po City of Wheat Ridge Buiidio9 permit Number: Community Development;Department Date: ' C~~ME1..1CM & .EC.d:'CiL~.~F"'~..n:IL.Y . ~ . . ~ .Bki"INGPERNIT.flPk"'LICATION . J"t ~ ProperryOwner: F-ifM~~A Properry Address: 133~ Phone: cf ~ ContractorLicenseNo.: .p1gcdj~ ~~~~~0~ T~ Com anY: ~ P Phone: 41 : OWNERlCONTRACTOR SIGNATURE OF.l1NDERSTANDING AND AGREEMENT~.~ ~ Bpfld%tlp~D2pt. U8IU8tlOO.FlCflll'Q:. $~-rj~4 cCQ I hereby.certify.thatthe setback distances pro posed~bythispermit:appiicatiod~are accurate, and:do not yiolate applicable ordinances, rules or regulations of the City of WheatRidgeorcovenants;easementsorrestrictionsofrecord;tHatallmeasurements:shown; and allegationsmade areaccurate; that I tiave read.and'agreetoabide byall`.conditions printed onthisapplication..and -tliat f assume full..responsibility for . compliancewiththeWheatRidgeBuildide(I.B.C)andallotherapplicableWheatRidgeOrdinances, for.work u er i.. jectto field inspection. (OWNER)(CONTRACTOR). SIG ED DATE `S . (OWNER)(CONTRACTOR).PRINTED_ _-E__L, IC~/:~pATE'51110a.j eJ j i i - Use of Space (description): Descripfionofwork: 'I Sq. Ft. added-.~. ~ . BUII,DINGDEPARTMENTUSEONLY SIC: Sq:Ft.: . ONING COMMENTS Approval: . . . . Zoning:. : . . . . . . _ . BUILDINGCOMMENTS A roval: . pp 0 . , . PUBLIC WORKS COMMENTS . ~ ` . ApprovaL. . ` IRE DEPARTMENT COMMENTS. Approval: OWalls Roof: Stories' Residential Unitx Electrical License No: Plumbing License No: Mechanical LicenseNo: ~ Company: C+u,Ye,~..poA Company: L(,S Company: Expiration Date: Expiration Date: Expiration Date: fl Approval: Approval: Approval: (1) Thispermit~was issued m accordance with the provisions set forth in your application and is subject to the laws of the State of ColoradoandtotheZoningRegulationsandBuildmgCodesofWheaERidge,Colorado.oranyotherapplicableordinancesof' . : . . ' . . ` . . theCity. 'i (2) This permd shall.expire if (A) thework authonzed is not commenced within sbcty (60) days fmm issue date or (B) the buildmg'. :.authorized is suspended or abandonedfor a: period of 180 days. 'I (3) Ifthis permit expires, a new permit may be acquired for a~fee of one-half the amount normally required, provided no changes ~I have been orwill be made in the original plans and specifications and anysuspension or abanifonment has not exceeded one . :(1) year. If changes have been or if suspension.or abandonment exceeds one (1) year, full fees.shall.be paid for a new permit (4) No work of any manner shall be.done that will change thenatural flow ofwater causing a drainage problem.. . (5) Contractor shall notify the Building Inspector twenry-four(24) hours in advance for all'inspeciions and shall:receive wntten , ~ approval on inspection card before proceeding.with successive phases of thejob . . (6) The. issuance of a pertnit or the. approval of tlrawings and specifications shall not be construedto be a permit for nor an " ) , approval of, anyviolation oftBe provisons oftfie bwlding codes orany.otherordinance, law, mIe orregulation: Allplan review ` is subject to field inspections.. - Chief Building Official alqe j-M•d•l pa;ei inoy-g aq o; paimbai aie suwnloo jay;o aliynn pa;ei aauqsisai aigmoyz aq Aew Aluo Joa ay; 6ui}ioddns;ey; suwnloa aq j•pa;ejaaue}sisaa an; inoy-Z aq ;snw suwnloa ay;;etp snnoys e;ep ueld A}a;eg aKJ ayl :ZO' 4Sl 4904S •opeaoIoD }o a;e;g ay; Aq pa}dope srse 33N ay;;o u)i;ipa g00Z ay; o; paBueya aq pinoys siyl '33N 10 uoi;!pa ZOOZ ay} uo paseq si ueld ay; smoys BIeQ u¢id ka}eg 011-1 04.L :ZO'6Sl 4804S (Z 301, `dddN 'M'V'I 3uawlieda4 811j ay; Rq panoidde aq ;snw ueid uoi}aa;ad aa} aq; pue ueld R}ajes ajil wua;ui 041:lZ'LW18 ZO'OJ s3e04S U s;uawnaop uoi;aru}suoopanoadde aLgio ;jed awooaq pue sueid panadde ay; o; payaene aq llun;siI uogaa»oo ueld ay; pu¢ panadde aq pun sueld ay;'apew uaaq aney suoi;oaaioo lie uayM •uqe; sem uoi;ae ani;aa.uoa;o ad/4 ;eyM pue sueld uo ajaym 6ui;eaipui jauai asuodsaa nnainajueld ¢ ajedaid pu¢ sueld uo suoP a»oa a)lew aseald •uoi}eueldxa aay}jnjpaau io sueid wa; Bwssiw `iealaun `sapoa;o uoi;ejoin ul aq ol puno; ajam swa;i 6u'nnoIIo; ayl Z6Ll•56Z (EOE) Buiuuang paaj •papinad auoN •alqeaildde;ou aJe L1,9 01011Je 33N ;o suoisinad ay;'seaie }uaw;eajl ;uai;ed Aue uieluoa lou saop lelldsoy aq;;o uoiliod siy; aouis •swoassep ioou ,pg }o lapowaa ;3a;iya1y JoleuipJ003 ;ueual suoi;dwnsse pue 4aoM }o uoi;d~~asaa `(Z•1) Ie4jds0H asn paBueyaun peol ;uednaao ieiol uoi}iod paIapowaJ ui ggZ peol)uadnaop ZI /Iauednaap saA pajal4uudg an-l pap!nad;oN sauo;S (86043 •;•s ou lapowai) paplnoid;oN eaiy 6uipjing d-1 •;suoo ;o adlll ££008 opejoloo `86ma;eayM anuany,pg£ M 00£8 ssaippy 6uiplmg lapowaa woasselo ioolj P„z JaluaO leaipaW ueJ044n-1 •;ou jo sueld ay; uo pa;ou jay;aym 33N SOOZ 841 pUe OJdl pUe `Odl `OWI `381 £OOZ ay; y)IM I(idwoa;snw uol;oni;suoa lie pue sueld aql •sueid uo s;uawwoa auil pai Aue sapasiadns pue sa;eiodjoaui -podaj siyl LOIVNS a;ep liodasiMainaa leuij L0l£l9 Paniaoab sueld LOlVNS aieo mainaa u¢ld apo3 6uipim8 leuoi;ewa}ul EOOZ ;st-j:.u0i;0aL03 ueld a6pIa;eayM 10 43 wos• ua-asiJuns uos tuoyu iiew-3 808L-ZZt+•£0£ aWoH 9V5L'8ZE-EOE I103 EZOE•E£008 'o3 196pib leayM ;aai;g uosi.ue9 M6 6uuaauiBu3 as~~ung Jauiwex3 sueid pagi}~a3 331 pue 083 `uosdwoyl •a sewoyl aoquoo leaol pue mainaa liodaS leui j 6L6806# asuasiI I¢au40013 opeAoIoO 'IawweX3 sueid u014euiqwoO pa3iV83 331 yeuoissa}oad ap03 JaaseW'mopenng uep :mainaa IeaiJ40013 pue mainaa ueld •;uawannbai siy; Ajiaads o; jeadde;ou op sueid eyl I818'O6Z 33N A9 paimbai se pa;aa;ad ~~jE) aq;snw swoay;ep ay; ul saloe;daaai ayl :0Z'93 3e04S (44 13) 9L'Obti'DaS 33N'M'11'I palioddns aq;snw 6uiliaa papuadsns ayl ui palle;sui sajnl)n,};NS!"1 : 40'Z3 3aa4S (EL 'ZZ'00£ 33N 'M'`d'I poy}aw pue adfq 6uuun panadde ue lo aq;snw eaae wnuald 6uiliaa anoqe ay; ui 6uuun py •wnuald 6uiliaa anoqe ue y6nojy; pa;aanp aq Aew awos pue pa;anp si iie ujn;aj ay;;o awos;ey; sieadde }I : 1,073 3884S (tl •panowai aq Isnw asn ain;n; jo; paiaqei ;ou 6uuun pauopueqe IIV : 60'Z 43 4004S (6 6 '(0) 6Z'OLL 33N AQ pannbai se slaued leou;sala ay; a;eulwnpl o; papeisui aq;snw 6ul34SlI ;uaiaWng •woa 1e=43819 ay; ui 6ug4611 6ue moys;ou op sueld ayl :OZ'b3 )aayS (06 '6'£09 3WI '(68L lN sade; panoidde jo aRsew `slalse6 yllm paleas aq;snw 3poNyonp ui sweas IIb : LZTw;aaNS (6 'Y09 '0aS 3WI M•yl pa;elnsui aq;snw saaeds pauoi;ipuooun ui )ponnlanp pd : LZ•qw;aayg (g lp '06'E09'39S oWI'M'd'I uopail ;o a6ueyo yoea;e pue slenia;ui,pl, le pa}joddns aq;snw ljonnpnp IIy : LZ'VW 3aa4S (1 '909 3WI'M''d'I uoi}eni;ae uodn wa;sRs uoiInqia;slp jie ay; unnop Inys }snw pue wnuald ne wn;aiay;uipallepui aq;snw sio;oa;ap a4owg : Lp• l,W Iaayg (g uoi;aaS L'L6L`d ISM1 A9 pannbaise s;asoloja;enn ay;;o aae; aq; }o }uoa; u► sayatu g-L pa;unow aq;sntu siasuadsip jaded;aiio; ayj :ZO'tit/ (5 'ZbL uoi;aaS 381 •Ienadde jol slie;ap 6uiddo;s aii; iiwqng •swa;sAs do;s aig uoi;e4auad yBnay; palsa; Aq pa;aa;ad aq;snw sallqwasse aNlsisajajy;o suoi;eJ;auad :ZO'4Sl )aa4S (b '~09 a14e1'M''d'I pa;ejaoue;sisajaay moq S'L aq;snw 11 6uilioddns sweaq pue Alqwasse 6uiliaal;ooa atp `ApeuogIppy •q a;ou;oo; L09 Wr+earAo ~ m City of Wheat Ridge COLORPQ0 Cornmercial Demolitio PERMIT - 070413 PERMIT NO: 070413 ISSUED: 05/07/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 11/03/2007 DESCRIPTION: Interior non-structural demo. (Hospital classrooms) CONTACTS owner 303/467-4869 gc 303/295-2511 M.A. Mortenson, Jr Exempla Lutheran Med. Ctr. 01-8817 M. A. Mortenson Company * * PP1tCEL INFO * * ZONE CODE: PHD USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROSEC V 20,000.00 FEES Demolition Fee 50.00 Total Valuation .00 TOTAL 50.00 Comments Non-structural demo only. Subject to field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or reg lations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements sh , lle ' ade are accurate; that I have read and agree to abide by all conditions printed on this ication that I~ me full re onsibility for compliance with the Wheat Ridge Huilding Code (I.B.C) and all other applicable Wh a Ridge inances, fo work under this permit. Plans subject to field inspection. Signature of conCractor/owner I "dat& 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Aegulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. . 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. an extension may be granted at the discretion of the Huilding Official. . 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in theoriginal plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. - 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance £or all inspections and shall receive written approval on inspection card before proceeding with successive phases o£ the job. 6. The is ce oE a permit or the apprwal of drawings and specifications shall not be wnstrued to be a permit for, nor an a~ al of, any v'olation of the prPvisions of the building mdes or any other ordinance, law, rule or regulation. A1 review yr ct to field ins ections. Signature date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~Ma-►T,oa p~~~t- nlo,~ ~-r~J~,-~ea~ ; I oF WHEqT9 : _ . . . . o City of Wheat Ridge ' auiidin9 eermit Number. I ~ ^ Commumty Development Department Date• . COLORP00 C~~~~RML & M, ~.,S~e.E~ ~.I~~'~:S~,F.X . . . . . .:..B (.6Ii•,.rdVVC1f~PERMT Ad'"~.C'~L.5CA:TION ~ Properiy Ovmer: V~~R?,,A Wnw,eM! T+tfsp VCAV ='It? i Property Address: 83op ;bb-r" M a. Phone: 3~3.44,7448(oR , Contractor License No.: p; ~ g8 ! ~ i Company: MOQ.-~.t~Sca.~, cot+l~--r Phone:'So3.`ItZZSloi I OWNER/CONTRACTOR~ SIGNATURE OF UNDERSTANDING AND AGREEMENT:.~ BUIICIltlqDQpf. U$IU8PI017 FlgU/@:$ ZQ y~jp0 ~ Jherebe certiTy that the'setback distances proposed by this permit application are - - ~ accurete;anddo.notviolateapplicableordinances,:rulesorregulafionsoftheCity of. ~ '.Whea4Ridgeorcovenants,easemenfsorrestrictionsofrecord;thatalimeasurements. I shown;andailegations made are accurate; that Ihave read and agree toahide by alf conditions printed on this applicatiort: and That I assume full>responsibility for ' compliancewiththeWhe9tRicps~uil ❑ o Q. a otherapplicableWheat~ Ridge Ordinances, forwonderthis it. I subject o field inspection. . (OWNER)(CONTR4CTOR);SIGN D DATE llu~-~+~~ I (OWNER)(CONTRACTOR):PRINTED LV-YA~IjL.sn"~ DATE_~Z-1~ G_ l s ~ ~ ~ q F Use of Space (description): •C-ko5prrti4.. G~+~r.~ , Description of work: I 'Sq.Ft.added~_ I BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ONWGCOMMENTS . ~ APProvaL• . . . . . Zoning: . . . . BUILOING COMMENTS . : . ApprovaC . . . . I PUBLIC WORKS COMMENTS. . . . " ' APProvaC . . . IREDEPARTMEMCOMMENTS . ~ ..ApprovaL' . : . I Occupancy: Walls Roof: Stories: Residential Units Electrical License Na PlumbingLicense No: Mechanical License No: Company:- Company: Company: Expiration Date: Expiration Date: Expiration Date: ApprovaL ApprovaC ApprovaL .(1) This permitwas issued in~acwrdancewith the provisions set fortli in yourapplication and is subjectto thelaws of the State of : ColoradoandtotheZoning-Regu{aEions-andBUildingCOdesofWheatRidge,Coloradooranyotherapplicableordinancesof . ~ the.City. . . . . :(2) . This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 daya (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes . . '-havebeenorwillbemadeintFeoriginalplansandspecificationsandanysuspensionorabandonmenthasnotexceededone (1) . year. If changes have been or. if suspension or abandonment ezceeds one (1) year, full fees shall bepaid for a new permit. . (4) No work of any manner shall be.donethat will change the naturai flow'of water causing a drainage problem. . . : -(5) :Contractor shall notify theBuildinginspector iwenty-four(24) hours in advancefoP all inspections and shallieceive written approvai on inspection card tieFore proceeding with successivephases of thejob.~-. . (6) The. issuanceof a permit.or the approvalof drawingsand specifications shall nobbe construedto be a permit for, nor.an appiovai of; anyviolation ofthe provisions.of the building codes or any other ordinance, law, rule orregulation. Ali plan review ~ issubject fo field Inspections. ~ I Chief Building Official COMMUNITY DEVELOPMENT DEPT: Inspection Services Division (303) 235-2855 Correction Notic 1-~nSQ Job Address: S503 3Sr d e- ~ O-.P. When corrections have been made, call for re-inspection at 303-234-5933. , „ Date G7'. . . . DO NOT REMOVE THIS NOTICE \ ~ Z.. COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: (b v.) 3 T~'~ ln\nv\ < tat_~ _ a hC):.~~- ~ ~ rJ\c.~`~ - When corrections have been made, call for re-inspection at 303-234-5933. DO NOT REMOVE THIS NOTICE L~,A ~ COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice ~e-'- q \ Job Address: vJ `6 lX.it= t-\ 'sA. n3v rrs~ s r v t-i tti, ~ Y~s 5:".-I( ~Z) I 5 % r-\~ DO NOT REMOVE THIS NOTICE When corrections have been made, call for re-inspection at 303-234-5933. h~oF W"~'4''~,a COMMUNITY DEVELOPMENT DEPT. ~ m Inspection Services Division (303) 235-2855 ~otoRpo° Correction Notice Job Address: ~ ~O~ ~ t t~ 0 4 Co !59 \~o rS f-\ c._(_ CS+1^~ ~ n K~C fY5 ~ yl 'E~ ~1T~ When corrections have been made, call for re-inspection at 303-234-5933. F) n~ I ~j - DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: L` \~3 = 3 & V~ `v'~ ~ :~5- i~:- 1~ ~5 '~7 `cNnrs r a AA- gF k~ a INZ' .st Ct, ~ kt & Z When corrections have been made, call for re-inspection at 303-234-5933. nafP- 1--U -n"7 4-k- DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. a m Inspection Services Division (303) 235-2855 c~LORCorrection Notice Job Address: s3no ~ ~910- When corrections have been made, call for re-inspection at 303-234-5933. ~ /-)y i" V~- ( Jv f.~+.o~• i v Inspector DO NOT REMOVE THIS NOTICE ~ m City of Wheat Ridge °OLoRao° Comm. Tenant Finish PERMIT - 070270 PERMIT NO: 070270 - ISSUED: 04/02/2007 JOB ADDRESS: 8300 38TH AV EXPIRES: 09/29/2007 DESCRIPTION: remodel for Linear Accelorato,jroom on first floor - CONTACTS - gc 303/571-5377 02-1114 Gerald H. Phipps, Inc. owner 720/898-0217 ELMC . sub 303/227-4818 Gary Alphonse Thiavi 01-8567 Sturgeon Electric Co. sub 303/295-1414 Jim Durant 02-1280 Trautman & Shreve, Inc. sub 303/429-3600 Joseph J Bogetich 02-1940 Westover Corporation PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROSECT VALUATION: 143,942.00 FEES Permit Fee 1,612.27 Plan Review Fee 1,047.98 Total Valuation .00 Use Tax 2,590.96 TOTAL 5,251.21 Comments: CR: Okay Subject to 2205 NEC, 2003 I Codes, 2005 NFPA99 Subject to field inspections See Wheat Ridge Fire Department Notes I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or cwenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.H.C) and all other applicabl.9W~ t Ridge Ordinances, for work'under this pe;mit. Plans subject to field inspection. n A'7 of contsactor/owner date 1 2 3 4 5 6 This permit was issued in accordance with the prwisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning aegulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire 180 days from the issue date. RequesCS for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. If this permit expires, a new permit may be acquired for a fee of one-half Che amount noxmally required, prwided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, £ull fees shall be paid for a new permit. No work of any manner shall be done that will change the natural £low of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance of a permit or the approval of drawings and speci£ications shall not be consCrued to be a pexmit for, nor an approval any vio atio provisions of the building codes or any other ordinance, law, rule or regulation. All plan pAeel is su'ct d~inspections. INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANYBUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 0 (DEPARTMEA'T OF PLANNING AND DEVEL4PMENT Building Perniit Number: BUILDING INSPECTION LTNE - 303-234-5933 Date: CITY O$ WHEAT RIDGE 7500. WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLICA TION Property Owner: £xempla Lutheran Medical Center phone : 720-898-0217 propertyAddress: 8300 West 38th Ave Contractor License No.: 21114 _ Phone: 303-571-5377 Compan9:Gerald H. Phipps, Inc. OWNMCONTRAC'1'OR SIGCIATURE OF UNDERSTANDING-AND A^REEMENT I hear6y certiCy tltat the sethack d'urtanus prapcsed 6y this permif app(ication are accurate,- and do notviolate applica6le ordinances, tu(es orrogulations ofthe CiTy af Wheet Ridge or covenants, eesemmtt ot rest$et't.ons of rocord; that all ineasutemeirts shown, and zllegations made are accucate; tLat i hava. read and ngee m abidaby nlf conditions printed on this apptioateaas and ~tha't I ~a`s~sume fulf~ responsi6ility for complience with ihe Wheat Ridga Buildi¢g't:oCS-iv.n•~-l ++!w atlothuapplicebteWheatRidgaOrdinan f xkundert6ispetmit.. • ~1: Construction Value: y'f3`'f Pernut Fee: Plan Review Fee: . . TTePT^Y' Total: Description: j7„tMo~N~ WJ C.fNg1x_ At!",tZ~E,'AV- CZO~,A ON i-Vi-E fieoG' ;5e~,• :4ppional: Zoaing: APProval: " I ~ ffiffmommu.. ?.ppmval: I. pccupancp; Walls: BUII.DING DEPARTMElYT USE ONLY 5IC: Roo£ Stories: ~ Electiical License No: cl - $$(07 Company: to-v-oww Plumbing License No: 01"4"0 Company: TuprMAp d-S%a Residential Units: Mechanical License No: Compan.y: ~na+r~*'~v7~'"~- ExpirationDate: 049$101b EapirationDate: 1/3D/67 ExpiratiouDate: (/to /a'Q Approval: Approval: Approvai.; . (1) TMis permit we+ iuued in eoeocdanee wlth Wa pmvisions set foqh in your eppliw[iatmd is subjaet W tha lawsoftlie Slate of Colofade md W the ZaninS . Regu(uions end Hvildicg Code oC Whmt Ridg4 Calartdo ac my othirapplica6le acdinences oftha City. (3) t7us permil shd3expia lC(A) thE woelc authorized'u not mmmenad within aixry (60) d¢ya t}om isaue dale or (B) the huilft euthoriud'u su}pended or . a6andacudfmapetiedoC120deys. . . uqll (3) this p'anil axpires, a new petmle maY.6e uquircd far e fee of ane.luif the amqwt nomalty re9uir ll chatqe~ heve hehe ~iisa~r ~viupensionrar nbondonmml . Ihe oiiglndplzns end speciLcedom md eny suvpension or e6mdonmenf hs+noL exceeded one (1) year. . axceedsone(!)yenc,Cullfepshellbepeidforeaewpertntt blem . .(4) Notlrad:ofenymennerilidlbe.danetlutwillrlfan5eihemtivetflownfwetarausingadreine6epm . . . ~p~ ~beCorc . (S) ConmitorilieflmtiCytheBvildlnBWp~'~'1`favi(24)hours inadvmcefarallinspectionsendsMllrcceivewriltenepprovelaninspe , procxdingwGh+uuaseivaphnwafthajo6. . . viole[ionofthe . (6) '[!fe inwnce of n.pvmitar.IMe eppmvel of dratvings end ¢peciticauons shall not be comtn+ed w be a peemit tbr, nor an epprovei of, eqt' HEA'f' RIDGE FIRE PROTEC`f'ION DdS1'RIG`C PO BOX 507 ° 3880 UPHAM SFREET ° WHEAT RIDGE, COLORADO 800940507 303-403-5900 • FAX 309-940-0350 • WWW.WRFIRE.ORG Gerald H. Phipps Inc. Apri12, 2007 James Rivera 1530 West 13'hAve. Denver, Colorado 80204 Re: 8300 West 38"' Ave. Exempla Lutheran Medical Center--Demolition, remodel and construction Linear Acceleration replacement. The following requirements are made under the 2003 International Fire Gode adopted by the Fire Board of the VJheat Ridge Fire Protection Disirict and the City Council of the City of Wheat Ridge, Colorado. NOTE: ALL CONTRACTOR VEHICLES AND DELIVERS FOR CONTRACTORS SHALL NOT BE PARKED IN THE FIRE LANES AT ANY TIME. A CITY TRAFFIC SUMMONS WILL BE ISSUED AND THE i~EHICLE WILL BE TOT3!ED AT THE OWNERS EXPENSE. Demol'►tion 1. Any use of trash dumpsters shall be greater than 20 feet to any structure. 2. All exit paths shall remain clear of construction materials, 3. Upon removal of the ceiling tiles all wiring shall be attached to structure. There shall be no wiring hanging below drop ceiling height. 4. Required keys will be given to the Fire District for access to the tenant space. Said keys will be placed in the Knox Box located at the site. 5. A Fire Extinguisher with a minimum rating of 2A-40BC shall be within 10 feet of all "HOT WORK" operations. 6. Any and all construction shall be submitted to the city and the Fire District for permitting. 7. All electrical shall be shut down to all devices that are to be removed at the electrical panel. CONSTRUCTYON 1. Plans shall be submitted to the Fire District for the following; 9 Fire Alarm system * Fire Sprinkler System * Change orders for the approved submitted plans. 2. All construction dumpsters shall be a minimum of 20 feet form any structure. 3. All Fire Lanes shall remain clear of construction vehicles at all times of constcuction. 4. AlI Fire Alarms shall remain in-service while work is being performed. The Fire District shall be notified of any shut down of these systems. 5_ A required fire extinguisher with a rninimum rating of 2A-40BC shall be within 10 feet of all "HOT WORK OPERATION". 6. Smoke Zone updates shall be coordinated with Exempla staff and the electrical cantactors. 7. The placement and amount of compressed gas cylinders shall be submitted to the Fire District for approval. Quantities and type of cylinders. 8. Shut downs for the medical gases shall be within the entry into the wings of the new additions. 9. All inspections shall be scheduled through the Fire District and the City Building Deparhnent. A minimum of 24 Houx notice. 10. Copies of requirements for submittals of sprinklers are attached to this plan review. 11.A11 keys to rooms shall be supplied to the Fire District for the required Knox Box. (Master keys shall match existing.) 12.Fire drills shall be performed with all workers on a quarterly basis and logged. The log book shall be available for inspection at any tune. 13.The Life Safety Code shall be adhered to at all times. (For copies contact me at the Fire District.) 14.The Fire District shall be notified during all rough-in inspections and final inspection with a 48 hour notice before. Any questions regarding these requirements please contact me at the Fire District. Reviewed by, Douglas Fire Marshal I `1 4' CITY OF WHEAT RIDGE 0 Building Inspection Division / (303) 234-5933 Inspection line ( (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: ~'~~?713f~ v c~a/ .7,2 70 1e$ i/, ,If 1.vr7 Y57' ,d2 AP,119 / ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 6- Date: ~ofl"T Inspector: DO NOT REMOVE THIS NOTICE ♦~~I CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: AkAJ0s5 Job Address/Permit Number: c1; /3/..!~ .9f~ YG pf~n-r7Jn7.F.~~.oi,7 ~~~ff ,aY~i6Geliw,.~~ 7?r~ m ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE I4' ~ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: f~l >f - 10A, 7-1 I Job Address/Permit Number: 9?47 w. 353r;s„ 5 garo7lgl5' k3at/c~ %/1 Cc n Cs~ u%<T✓ F~itTis~~ ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No `When corrections have been made, call for re-inspection at 303-234-5933 Date: oo /ali~g~ Inspector: ~n DO NOT REMOVE THIS NOTICE . / ~ . 21o° ~ o Ci4y of Wheat Ridge Bmldmg Permit Number: Community Development Department Date ~~(OftPO~ Ft~.A'.t''.C~'.LC.CER"&MC~.F:.C.k.M~'`~'~ :C . Rroperty Ovmer: Properry Address: Contractor License No,: Gompany: ~Yei,vI& l..~t- S3t5 C^ 0, 7 W LS)-0 U&' (~o CfCi?ion C(~A./~T'c!S 1 . i OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I BlllICIItlC I hereby cediry fhat the setpack distances proposed;by this permii application are accurate, and dn not violate applicable ordinances, rulesor regulations of the City ofWheaf Ridge or couenants, easements or restrictions:of record; thatall measurements shown, and allegations made are acwrate; that I haVe read and agree to abide by all conditions printed on lhis aPplication and that I~ assume tullresponsibility for compliance with the Wheat Ridge Building Code (I.B:C) and all other applicable Wheat Ridge Otdinances; forwork under fjiis permit. Plans subjectto field inspection. . (O W NER)(CONTRACTOR): Phone: Phone: ~'~-V en Valuafion Figure; $ (OWNER)(CONTRACTOR):PRINTEO DATE I.~ . Use of Space (description): M edqj J~-'_)ou p2 Description ofwork: _ -7 - . ALCC~ Ctll~~~t~^i;) y~ 7ti'- G+I RUQ/'»,s Sq.Ft.added BUILDING DEPAI2TMENT USE ONLY v n fi' 3-€s- &`'~1' fvm BUILOWG COMMENTS: avi'~Gr Approval: JI D PUBLICWORKSCOMMEMTS: 3PtC y;J 1i .i D . . Approval: IREDEPARTMENTCOMMENTS Approval: . . . . . . ' Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical'License No: Company: Company: Company: - Expiration Date: Expiration Date; Expiration Date: Approval: Approval: Approval: (1) This permitwas issued in accordance with theprovisions setforth in yourappliwtion and is subjectto the laws of.theState of Colorado and lo the Zonirtg-RegulaEionsand Building Codes of Wheat Ridge, Cobrado or any other applicable ordinances of theCiry. (2) . This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. - (3) If this permit expires, a new permit maybe acquired for a fee of one-half the amoun(normally required, provided no changes have been orwill be made in the origlnal plans and specifications and anysuspension orabandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) . No work of any manner shall be done thatwill change the natural flow of water causing a drainage problem. (5) Contrector shalt noti(y the 8uilding Inspector iwenty-four (24) hours in ad0ance for all inspections and shall receive wriften appmvai on inspection card before proceeding wilh successive phases of the job. (6) The issuance of a perznit or the approval of drawings and specifications shall not be construed to 6e a permit for, nor an - approvalof,anyviolationoflheprovisionsofthebuildingcodesoranyother ordinance,law,rulebrregulation..All.plartreview issubjecttofieldinspections_ . ChiefBuilding Official V3.IU0:$ Pernut Fee:$ Plan _Review. Fee:$ Use Tax; Tatal:$ CITY OF WHEAT RIDGE Building Inspection Division 00000 (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address/Permit Number: Z t/7) /L' 3dk ~ / of S'1 9! - 3 L4 I. "k ❑ No one available for inspection: E_lime AM/PM Re-Inspection required: Yes ~N ~ a When corrections have been mL , c I to re-ins ection at 303-234-5933 ;f Date: Inspector: DO NOT REMOhEl HI OTICE CITY OF WHEAT RIDGE Building Inspection Division ~ (303) 234-59331nspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type:~?f_-/-7e/l~~- Job Address/Permit Number:s~~w ~ ❑ No one available for Re-Inspection required: Yes~r "When corrections have been ma e~ g Date: Inspecior: DO NOT REMOV ~ _ 4 ~ /i~ne AM/PM ~ ~ il for re-inspection at 303-234-5933 i~ ~ . ~IS NOTICE ; , i i , Page 1 of 2 Melissa Mackey From: John Schumacher Sent: Tuesday, March 03, 2009 8:44 AM To: Sal.Moya@mortenson.com Cc: Melissa Mackey Subject: RE: Exempla Lutheran permit Expiration Dates. Sal, I have forwarded your request to our Permit Technician, Melissa Mackey, and will have her extend the listed permits until May 31, 2010, which should be a sufficient amount of time to complete the work, based on your requested dates. Feel free to contact me if you have any other questions. Cordially, John C. Schumacher, Jr., CBO Chief Building Official 7500 W. 29Th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2853 Fax: 303-235-2857 www.ci.wheatt id =e co us x City of CtmintUNl~*t [ ra rLdxh!.Irwt CONFIDENTIALITY NOTICE: This e-mail contains business-confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. From: Sal.Moya@mortenson.com [mailto:Sal.Moya@mortenson.com] Sent: Monday, March 02, 2009 1:46 PM To: John Schumacher Subject: Exempla Lutheran permit Expiration Dates. John, Per our conversation on Friday, Feb 27th we have several permits that have expired or will be expiring prior to our expected Certificate of Occupancy (CO) date.. Currently our schedule is anticipating a CO date of around April 16th, 2010. We are requesting that the expiration dates of these permits be revised to this anticipated CO date. The following is a list of permits that we would like to revise the expiration date to April 16th 2010 Reshoring ✓Perrmit No. 071315 MEP Refeed ermit No. 070702 Site Improvement -Permit No. 070908 3/5/2009 Page 2 of 2 Landscape Package ermlt No 080586 Core & Shell / ermit No 080510 TI Package Permit No. 081216 Please call me if you have any questions. Thank you for you help. Salomon J. Moya R e Project Manager tv torte1'~su^ o Mortenson Construction: Building what's next. ~orrmn phone 303.421.2999 cell 303.917.7662 fax 303.421.0502 www.mortenson.com A Please consider your responsibility to the environment before printing this e-mail. 3/5/2009 CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 070035 Issued: 04/08/09 Stipulations: Nurse Call and Paging System This certificate verifies that the building constructed and/ or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 8300 38TH AV Parcel Number: 39-271-00-012 Owner: Exempla Lutheran Med. Ctr. 8300 W 38th Ave Wheat Ridge CO 80033 Contractor: Michael Hester Beacon Communications, LLC 4242 Delaware St. Denver, CO 80216 For the Following Pu Code Editions 2003 ICC/2005 NEC _ 2003 ICC/2002 NEC _ 1997 UBC/2002 NEC Sprinkler Svstem rpose: Commercial Electric NO change shall be made in the USE of this building without prior notice and a new Certificate of Completion from the City of Wheat Ridge. C4 lding Inspector Zoning Administrator ICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES V, ♦ i CITY OF WHEAT RIDGE r Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Job Address: ~~f/7 Permit Number: fez 7~ as7 1~ ❑ No one available for inspection j-MTe AM/PM Re-Inspection required: Yes "When corrections have been made: ca l; for re-insdection at 303-234-5939 Date: $ ® Inspector. ll DO NOT REMOVE lS ~H NOTICE f9y~ %~,w A/ ~sr~~ City of Wheat Ridge Commercial Electric PERMIT - 070035 PERMIT NO: 070035 - ISSUED: 01/16/2007 JOB ADDRESS: 8300 38TH AV EXPIRES: DESCRIPTION: Install new nurse call & paging system. CONTACTS owner Exempla Lutheran Med. Ctr. go 303/750-6500 Michael Hester 07-0005 Beacon Communications, LLC PARCEL INFO ZONE CODE: PHD - USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 337,000.00 FEES Permit Fee 3,017.31 Plan Review Fee 1,961.25 Total Valuation .00 Use Tax 6,066.00 TOTAL 11,044.56 75.0 Comments : / V .5b CR: Lines must be supported from structure. Subject to field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ' ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed. on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other ? apply ble Wheat Ridge Ordinances r work under this permit. Plans subject to field inspection. 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Signature of Chief Building Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. BUILDING PERMIT For inspection this permit must be posted on the site and visible from the street. TERMS AND CONDITIONS As applicant.for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: All the above items must. be completed and approved by Planning and Zoning, Building and Public Works before a Certificate of Occupancy is issued. Final Inspection by the Building. Division does not constitute authorization of a Certificate of Occupancy. nor permission for occupancy. Occupancy of the structure is not permitted until the Certificate,of Occupancy is issued. (Uniform Building Code, Section 109) The City is not responsible for any real estate closings or other agreements concerning the property which may be affected by failure to complete the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. .I have received a copy of the application for Certificate of Occupancy. 1) The completion of all required landscaping and. related site improvements. Inspections are performed by the Planning and Zoning Division. 2) The completion of site drainagelgrading requirements per the approved site grading plan and/or final drainage report and plan, if such report and plan is applicable. For all residential. and nonresidential projects with an approved.final drainage report and plan, a letter of certification is required from the civil engineer of record. Inspections are performed by the Public Works Department. 3) The completion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant or cash escrow may be required in lieu of construction, as determined by the Public Works Department. The Public Works Department performs public improvements inspections. 4) The completion and approval of a Certificate of Occupancy Application form and final inspections. Inspections are performed by the Building Division. Name (please print) Signature: Date C l -oooq City of Wheat Ridge Building Permit Number: Community Development Department Date: COMMEACML Property Owner: lle_4 4: L 004677 A.' Property Address: Phone:,20- ,Z'- 41 Contractor License No.: o 41i e-1(5- Company: -aH;aY RkE fa; • Phone: v~ Cyr y OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ;Bujildinp Dept. Valuation Figure: S I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of ValtlO]$'gy7 ~~C. Wheat Ridge or covenants, easements or restrictions of record; that all measurements A shown, and allegations made are accurate; that I have read and agree to abide by all Permit F'ee:$ _ conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat 'Plan Review Feel Ridge Ordinances for work under this permit. Plans subject to field inspection. ...Use Tax: (OWNER)(CONTRACTOR): SIGNED DATE Total:$ (OWNER)(CONTRACTOR):PRINTED DATE Use of Space (description): Description of work: /)0 5TM L. A) 6_0 Al m R,5C:' Sq. Ft. added w -t BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS. Approval Zoning. BUILDING COMMENTS: µ sO ®o°'c /AOe'v- U L ~CS OII Approval: PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls:' Roof: Stories: Residential Units: Electrical License No: Plumbing License No. Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval Approval: Approval (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of. the City. (2). This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or.(B)the building.. authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided. no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit.` (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5). Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) - The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule orregulation. All plan review is subject to field inspections. Chief Building Official Engineering Services Copies of Existing Drawings 8.5 x 11 Qty.: 11 x17 Qty.: i ell Aw 'bp_Wi~'S D or E Size (large) Qty.: New Drawings Copy to CD Qty.: Save as: PDF I CAD Special Instructions: p 2 (PERMt r aj J I Hard Copies Qty. Size: s u Aa-GUOUS nv - (Red-lines must have been delivered to Engineering. Check with PM first.) n Copy to CD Qty.: Save as: PDF I CAD Hard Conies ON.: Size: Demo Room Services Date of Demo: H Tolocenter: ICs I VI Description: Responder IV E] Pagers H Phones NET Software Touch Screen & Barcode Management Reporting Software Responder 4000 M Pagers E] TraoerNersus IT Services (non-emergency) Description: Engineering Dept. Service Request Requested: t 12l c t./ en- +1-6711:060 Job # & Name: 6101o n rti E"t.1 S ~ G FL_ Requestor Date/ Time Job# Job Name - Needed By: 1-11-04 Q Do Q Job Contact: Date Time Name Phone This Section for Engineering use vniy Assigned to: Replied to: 1~ / Arnold ~/~qw 0 ® Anita - " Jesse ~/Lehd~ca-fug ~Yl- NURSEI SHOP DF Lutheran 8300 W. Wheatrii I NSTAI BEACON C( 4242 DELE DENVER, C 303 DRAWING INDEX: COV - COVER SHEET NC- 5 .00 NURSE CALL NC- 5 .01 NURSE CALL NC- 5 .02 NURSE CALL NC- 5 .03 NURSE CALL NC- 5 .04 NURSE CALL NC- 5 .05 NURSE CALL NC- 5 .06 NURSE CALL TR- 5. 00 NURSE CALL TR- 5. 01 NURSE CALL 5TH FLOOR PLAN 5TH FLOOR ONE LIN 5TH FLOOR ONE LIN 5TH FLOOR ONE LIN 5TH FLOOR ONE LIN 5TH FLOOR ENCLOSI ENC LOSURE RISER TRAC ER FLOOR PLAN TRAC ER 5TH FLOOR ipla Lutheran DESCRIPTION MANUFACTURE BACKBOX r a o-CNNC N P wi I e DE E INE/ - T -aNNC NC P v ~VNE N NC.T - N C NC s :i 51 NLE -N P-RING Oc . NN D.x Qs <NN C. e ® . NE. - ' 1E., I I DAa cwc o-v~Nc e © - N -1 : 5p i s 1 <.NC P-Nwc ® N FOR HELD - owC a.NP D , ::.SE E cµc P-axc Q N N -D-BEDS xrnu ® CN Cor,N ~ - C .ate C ® ENO E~IPMEN~ HEkD ® N N - N N ~ xie sEND, - NFC N T. xi. iN- _ N c DE-1 w. - w ECN. i S E uxc P-m 5:\20061obs\61090- Exempla Lutheran PSI J RUN 1 2.217A DOW J-1 ELECTRICAL ROOM 55-548 A c c c _ E 1' i s t E E E ®u ~d H J PATIENT ROOM CORRIDOR S5-530 "~E0 ADDRESS #2 ADDRESS #i PS2 J RUN 1 2.25]A eII ~J 0 V ! E E E E t E E d W J PATIENT ROOM 55-549 FAMILY AREA 689A S5-505 N0~0 ADDRE SS #8 .150A ADDRESS #2 PS2 J RUN 2 22TJA 5:\20061obs\61040 - Exempla Lutheran Medical\DrawinaMBeacon\Fifth Ploor one P ~ - d a c E - . E -LL-7 194 - - i• E E m/u E ~b rv -x PATIENT ROOM J 5-96 689A 9 DRESS #6 Lutheran Medical\Drawings\Beacon\Fifth Floor one line l.dwg, 1/10/200710:44:25 AM PS4 J RUN 1 ABOA GCM1 J-3 F EI£CIN ICAI RDDM 55-. PS4 J RUN 2 2.217A GCM2 J-1 CUECIN ICM. R... 55-SOB PST J RUN 3 2.067A CLEAN STORAGE EQUIPMENT STORAGE S5-574 55-579 .160A .16OA ADDRESS #22 ADDRESS #23 c 1 . ~ 1 E _ t }y 6d ®N a [a nm a PATIENT ROOM CORRIDOR s1-sza 689A 150A XOa~ ADDRESS #26 ADDRESS #25 e .689A An U RESS #31 PS5 J RUN 1 1.009A D b Lutheran Medical\Drawings\Beacon\Hfth Floor one e PS2 CONSOLE 1 7sA Lco 0 NURSE STATION 55-572 GCMI CONSOLE 1 750A ELECTRICAL ROOM 55-548 B P53 CONSOLE 1 _ 7gq LCU NURSE STATION 55-586 GCMI CONSOLE 2 750A ELECTRICAL ROOM 55-548 e PS4 CONSOLE 1 75A LEDI 0 NURSE STATION 55-557 GCMI CONSOLE 3 '750A ELCOTRICPL ROOM 55-548 O P55 CONSOLE I JSA TS 0 NURSE STATION 55-556 GCM2 CONSOLE 1 1.71A ELE ICAL ROOM 55-548 S:\20061obs\61040 - Exempla Lutheran Medical\Drawings\Beacon\Pifth Floor one line 3.dwg, 1/10/2007 10:44:54 AM ABeac-Qn Value. I"'a y sImoe. 4242 Delaware Street Denver, CO 80216 303-750-6500 www.beaconcom.com K.y Plan: w s PE MN 25 E~DlEE C WESr PENN WP55.6 J-BUS OPW%p BUS 0.. 6 WESr PENN WPSa9S0 J-DROP PROE nRO CONSOLE .,I E WESr PENN W P37125 RIDE G DE N . WER~ PENN ]52349 W ORaUGHON aGL CORML C.ELE i 0 E = s PS1 PS2 p g PS3 p p PS4 PS5 p p p v 00o0ooaooooo0 0000000000000 0000000000000 ooooaooo00000 0000000000000 a~ o0aoaoooaoooo ooaooooo00000 0000000000000 0000000000000 0000000ooo0oa Ez 6 m _ 0000000000000 0000000000000 OOOOOOOOOOOOO 0000000000000 0000000000000 E~ 0000000000000 OOOOO0o000000 OOOOO000o0000 OOOOOOOOOOOOO 0000000000000 ~ ~ _ ~ ' NC6BK ~ NCBBK ` NCBBK NCBBK ` B m.., 0 m..~ B O m O 0 B p O B p 0 O p p m O O o - 8 m.... p 0.... B o N O NW6K • - 0. r e- m. 3 m- m e D L..®a. r N ....e 0 m..._ 0 m O ® m:. m .r:. O m 0 N 0 ® R m..... O 0..._ 0 m 0 ® w. m O m..._ O m O ~r 000000000oo 0 0 0000000000o 0 0 0 0 -00000000000 0 0 0 0 0 0 0 0 F. 00000000000 0 0 -0ooaoOKE 0 0 0 0 0 0 0 0 0 0 Job No. 61040 row~ro-See drawing torslgnatu o l,: 81712006 .POO July 10, 2006 PS1-J1=2.217A PS GOD! 1 -2.20A P51-J2=1.378A PS2-J 1=2257A P52-J2=2.227A PS2 CON1=.75A NURSE STATION 572 PS3-J1 =2.067A PS3-J2=2.227A PS3-CONI=.75A NURSE STATION 586 PS4-J1=.480A PS5-GCM2=2.20A PS4-J2=2.217A PS5-J1=1.009A PS4-J3=2.067A PS5_CON 1=1.75A RECEPTION 535 PS4-CON1=]5A NURSE STATION 557 TO GCM3 ON 6th FLOOR IN ROOM S6-648. E 9 wwa: suemmel pale: July 11, 2006 Reeeux D .0 -N21,2006 Changed room umbers permstome Reftm a ,b. August2,2006 Added NCBRDY 8 Changed lacaton of shower pull mrd C pale: August 8, 2006 Added Duty and S.I. in msfi]a 682 Ranson. nab. 5th Floor NC-5.05 Lutheran Floor, 10:44:11 AM 0000 wwm`~ n oomo N Ill 000 wmnpmm mom>mmo oowoo>uon CABLE LEGEND _ - e - - a - - e A = WEST PENN 25227B 12 AWG POWER CABLE romms moimmm ompaauu 8 = WEST PENN 252268 14 AWG POWER CABLE C = WEST PENN WP55526 J-BUS OR X-BUS CABLE 0 = WEST PENN WP54980 J-DROP CABLE AND CONSOLE CABLE E = WEST PENN WP37125 S-BUS CABLE F = WEST PENN WP37129 CL DROP CABLE r H WEST PENN 252348 N OR LIGHTING CONTROL CABLE a4P _ =tea _ ac OOO'O 6th FLOOR ROOM Sb-648 m HE WD HE COMPUTER WORK DESK 0000 . a a 5th FLOOR mowo~oo ~o 00°°°~ ROOM S5-548 mss:: 's IW a WAV➢ODp ODIDIO.WD k4- Zky WHOM e mm ° 8 e wm n ~ i m4 Qrveo: tAll Valce. integnt% Service. 4242 Delaware Street Denver, CO 60216 303-750-6500 www.beaconcom.com N ° E ° 6n U ¢v t (j ~ -o co (6 C G > > ~ U O ~ (D z ~t J Job NO. 61040 roc-a:See drawing for signature Added[ NCBROY & Changed lo ton wm: Sl7/200fi oa.o: AJ cxewe: AM July 10, 2006 Iswe aemrv: s„en,maipme: July 11,2006 o,,, p mm.NOV 21.2006 Changed room numbers per cusbmer ae,%ian. B aie Aegust 2, 2006 of shower pUll cob 6ewuon: C wi,. August 8,20 6 Atltletl Out, antl Solo in moms 6]4 682 aa.,,,-: D wre: Dec 19, 2006 womme. ENCLOSURE RISER NC-5.06 Lutheran Medical\Drawinos\eeacon\ENCLOSURE RISER Beac W tue. Int2gdty. Service. TYPICAL SENSOR WIRING 4242 Delaware Street aJv: ; To I Denver, CO 80216 303-750-6500 =x"°,`x" R=9= [FxVrl NK USED www beaconcom com oT u~ . . NN-- I ONONN -0 wr m~ uz Fo eo, m C - O mi%.nair 1.- w pr [a~ °x°see mx¢ wxr/vm: Nm ~wx/mrt OT uim I" N ONN m NOT ux~o ~W C}-etu rt NOI 1°I4° - s°x I °"urW /++~wx%°~mmw xmx ue~W A CABLE LEGEND „m 9- Ra ALL CABLE IS BELDEN 1585 CAT 5 CABLE n°i_.wxI 6 [MM.1 °s[° L m ~NOxex.u.. w° ow uusr°.xa EEE ° No wx/ax, , IR02-3 IR02-4 A ® a) 0 T ® ® IN 3-3 r~ -T C O N GoN ® ON _ Ift02 " U Q p e1 eWE IROI-1 IR01-2 IR01-] IR01-4 _ a~ ® IR02-1 IR03 2 ® 5 ffi IR03-4 IR04-2 IR04-] IR04-4 ~ W ~ vI VI C L C ® o~ ~ L LEI I-I L~1 I-I L~ INTO -3 O t co ® ¢scsc. IRIZ-4 "EIR01 IR03-1 ~ Do2 wiIR03 m01 IR04-I N,NIR04 IROS IRas-a wx NN y"r No- ~E.NTLU~ 06 my 'AM 171 *p'2-3 IN -1 -_V IRIZ-2 O IR05-2 Job No. 61040 w1 -1 Re-3 O - s.nR ELENO% oft IR05-1 AO,- or slgnaWre R00-2 'or ® ® oafe: 017/2006 O . . ~ [EENAWR DRN 1112 x IRIZ-1 IRIZ_ ON IRIO-a '--1 ore NNN- ® ~ °ow IR01 a 0s- 1 Doe - Ioew " " IR06 Nro NON No BLU R07 i~ Evaro Orewx: Ai nauaa: AM wE~ef o oa RNNNNo July 10, 2006 v -wx ® July11. 2006 ~~~~~~---wwwwww uE Srp 199 subNaul mm: R 10 RO -z R 2 IR07-2 IR07-3 IR02-4 11 LEN IRI1-4 IRII-3 IRf I-2 IR10-3 IRI0-2 IN 4 ® IR05-3 fter5°n: Dale: Nov 21, 2006 Changed room numbers per cusmmer IR09 IR09 -I ` I~ me I a~ air ® eLvE ~ RemG°N: E 0a°:January2, 2007 ~ - AsbOt IR09-3 IR09- IR10-1 ft°v°I°` oal°' W ® conlen¢. 5th Floor TR-5.00 $:\70067obs\61040 - Exempla Lutheran Medical\Drawings\eeacon\Fifth Floor tracer plan.dwg, 1/10/200710:45:29 AM Asea mm 0 Cc --OCO "wiax -~wxN v e o o xxriwx -wnaa o e v e --IIC CORR - wxaau -.x°°-~ m o 0 0 - x,n~au -w°a-, m e e e JuIY 11.2006 e a e e 51, o 0 0 0 ORR - °xx/mm -m°a-x e e e e - inx -ixa-~ - - w,niww -woa,. o e v e CORR to CORR, a e o o 21 C, 11-11C e a e e CORR auMxa -ix°a-i 21 .-all awMxr -wi°-i percasWmer 10 to Peviy°n: wlx .'RR -1 wxrlaxn -w.i-. va . Medical\Dra%NmgC\BeCcon\Fifth Floor tracerpunch down blocks.dwg, 1/10/2007 10:45:46AM S:\2006]obs\61040 - Exempla Lutheran Value. lnteyrl[y. Service. °°""'"°"`"'"°"'m 4242 Delaware Street Denver, CO 80216 - - 303-750-6500 www.beaconcom.com for Pi•n: cu .2 U) p wl,acrax +J rn W c V ~ e3 a o ~ 2 E2 ee ee rx.cw zaww ~ p Jan No. 61040 sE,:a xwaA arax °xaa °a.w a°xn aw>< n -a. . w.cx °aww aa« rz 1-1 wam roew y: See drawin for signature - - w,.Mw _ a e e a - e e e e »xaea auMx, -icai-~ a e e e - ewM^ -w>-, v a v o - xw.iaw. -way-z a e e a - - wwaw,-wa>-x - °imMnr-w°i-z e e e e - - °nxMxr = _ _ _ M, , xw<iaxx e e e c wevwx - - ° c c o wm: 8/7/2006 vmMxa -in°~_p e e - [wMrt-w,-, o 0 0 o _ _ - - r~ - - tea ~ o a o Dawn- AJ - aaMxa -.ax-, e e e e - awrvn<- 0 AM - - wxrMw -wax-z e e o o - - ~v«w -woe-a e e e e comae: - axxn+n-wax-x e e e o - - ° Mxr -wna-x o 0 0 0 July 10 2006 vwM„r- mrtenx -iwx ~ e e o o s+Mm- ae ee wpew -wae ~ o a e e . - awMin -iwx-a e o 0 0 e e e e °w.Mm -wae-. Issue Peaty: m a e e sxemMel DO.: - ~n/nwr -ixm-a raaMa -ww-x c e c c _ _ cwM>~r _wa9~> a e e e - ~Mnx -ivw-. a o 0 0 - - law -awaa-a o a e e D oem Nov 21 20 6 P wb x+rrMw -ie°a-~ a o 0 o ewM.m -mmati e e e e wxr av w ° , x r Changed room numbers a = _ _ = _ _ _ - _ wvaw, -~x°a-z axxMnr-in°a-z - wn<iaw -w~a-x °xxMne-ini°-z c - at -in°a-s = e e e - wxpow -m°-x e = _ _ - awAma -in°a-s a o 0 0 - awMU a e e e January 2 2007 - at e e e e n,I,. aevs~w: E 1 awM~a o 0 0 0 sa,MSr a e e e Asbu 11 wwrew -loos-. wvMx. -in°sn e e = o - - wxpav e e e °wMm -wn-i o a e wni°xx -.nos-z ° e = _ - w»,lawi -w..-z o o v e °xxM.w-ix°s-x a a - °exMrrt-wv-z a ee o wxncx. -~xas-s = = - - wwsow -n.~N o e a aw+Mx.-ix° s-1 e e c c - - naMxr-wn-e o c c a o o e e - - wmMw -~ws-, ° e e e wxpau -wa-, o 0 o a - ewMm - - .a. r w m e - °wMw m o 0 0 - _ - w, . - i _ ax/wm-iaz-> . e e e c 44 - °xnMw-ix-x e c c c - _ w/acx -ewe-e e e e c - wxriax -ni x-s e c c c coxmne: .wpux -ix°z-~ e e ° e - cw.w.Mmm n x s v o o a - wxMx~ -~wa-. v e - wxriaw _wix-. axx .x. -~.e m_w°a-. °e ee coxx aaa -awuw.n~w1x-. vo va a 5th Floor v e v e = xo, °.em ~aw.~ e e o o x°; e ° a , TR-5.01 Wlue. Int griy.. SeMce. 4242 Delaware Street 303-750-6500 ro, www. beac.neom.mm AyPlen: ~ a rub . am _ « .nP „ I sxccE cu.c o-xixa 1 .1 CABLE LEGEND O O O A = WEST PENN 25227B 12 AWG POWER CABLE 0, w Itj B = WEST PENN 25226B 14 AWG POWER CABLE C = WEST PENN WP55826 J-BUS OR X- BUS CABLE F = WEST PENN WP37129 CL DROP CABL E i" ~ H = WEST PENN 252348 N OR LIGHTING CONTROL CABLE . + U °o ~ O © ~0 O~ Q 16 611 ~O ~ v n LI ~ N. ® M. U D ¢ c 6 E E E E E ® E E E ~ M LA (Q c > G a arz (3) L 0 Al net J :zs,a - Job N, 61040 0 El roc~NSSee drawing N,m See drawing 9 9 po m for signature O mre: 8/712006 _ El ry Ad EL R ® ty "L~3ffi70R E cb.aaa: AM P~\ ' 9~ EL ~s ® ® LIE] ® Date: July 10, 2006 1~ ~d ® ® o o o IssnN nnwm. E L OR July 11 200 o E~ ~ _ s«mmmi me: :.obra ~ p pbe N.V21,2006 Charred room numbers per customer r cwi-<on ® ~s-co ~ ® ® st . ® Grust2,2006 ded B m - Ad 0Y & Added 8 Charred loration ® pullmM of showerr oull P-u ~ E E E E E E E E ae.ew.: G pub; AUrust fit 2006 El 4' .a. ..A. ® m.e. ® L )h, ® Added Duly and Solo in ® ® rooms 674,682 0 ~ O O~ ~O O~ ~O 00 ©O V xcn. mu: Conbnb: 6th Floor U El ,R. © NC-6.00 ® E ~O E O© O~ 5:\2006 Jobs\61040 - Exempla Lutheran Medical\Drawings\fieacan\6dh Boor.dwg, 1/10/2007 10:58:15 AM DESCRIPTION MANUFACTURE BACKBOX P a x- c x s, / eU xc~[ vm'c a-awc w moE ewEmus .~..n ux - -u-, wj ai a . - o xcuoz w ,e~ srwaE swaE r.rvc P-a~No / po n _ xe e oaP Oy ~ ® xxiwa..vwu xw - w C c su N c.nc P-ai«c / g rFnmaE eeo xncu+cE w,o-eme x N w W1 SINGLE rene P-a.«c ® S9U0R E . / C cu,r P-airvs ® _ . wNmE p « w ® x ® FNn EnuiPUEXI - . ocs ixiiu+a w,o-arac c wi si ac o ~ wc P- c ® UxrvEx5K 5,nnW'uWULE nau{µ0-Bran , N/A p - ac ne . x/n ~ ~ - ac n x/. v •n x - a ncBapv m 242 Delaware Street Denver, CO 80216 D = WEST PENN WP54930 J-DROP CABLE AND CONSOLE CABLE ° E = WEST PENN WP37125 S-BUS CABLE S 0.¢ 4w P56 J RUN 1 2.217A A < _ c c 1 ! E E E 1 i• E E [s/u E ~b rv J PATIENT ROOM - CORRIDOR 56-630 55-665 .689A 150 xc~ ADDRESS #2 ADDRESS #1 P57 J RUN 1 2.25]A e c c E -1 E p J ! E E E 1 E _ 1' 1 E E u E m ~b H J xrns: PATIENT ROOM 56-649 FAMILY AREA 689A S6-602 ADDRE SS #8 ADDRESS #7 P57 J RUN 2 2.067A 5:\20063obs\61040- Exempla Lutheran Medical\Drawings\Beaccn\Sixth Floor one llne.dwg, 1/10/2007 10:49:11AM I I A 6 C C 1 E E E E E mN H J PATIENT ROOM 56-616 xwEn "DRE56 $6 Floor one line PER J RUN 1 .320A GCM3 J-3 RELfRICAL ROON 56-646 CLEAN STORAGE EQUIPMENT STORAGE 56-674 56-677 .160A .160A ADDRESS ~I ADDRESS #2 PS9 J RUN 2 2.407A GCM4 J-1 EI.ECIFII R66M 56-6a6 PS9 J RUN 3 2.057A B 1 1. 1. E E E _ E y33 J PATIENT ROOM NOURISHMENT CORRIDOR 56-6a5 56-66a 56-654 689A 'ISOA 50A KeN ADDRESS #3 ADDRESS #1 AOORE55 #2 E E t E IENT ROOM 6 689A xcem ADDRESS E55 08 P510 J RUN I 1.009A Lutheran Medical\Drawings\BeacOn\Sixth Floor one line 2.dwq, 1/10/2007 10:48:40 AM e PS] CONSOLE t 7sn Lco 0 NURSE STATION 55-672 GCM3 CONSOLE 1 .750A ELECTRICFL ROOM 56-646 B P58 CONSOLE 1 75A CO 0 NURSE STATION S6-606 GCM3 CONSOLE 2 ]SOA ELECTRIC& ROOM 56-648 6 PS9 CONSOLE 1 JSA 9N rvuRSE STATION S6-657 GCM3 CONSOLE 3 J50A ELECTRICAL ROOM S6-646 R P510 CONSOLE 1 6 i.JSA TS 0 NURSE STATION 65b GCM4 CONSOLE 1 1J50A ELECTRIC. ROOM Sfi-fi 48 Lutheran Medical\Drawings\Beacon\Sixth Floor one line 3.dwg, 1/10/2007 10:48:52 AM CABLE LEGEND A = WEST PENN 25227B 12 AWG POWER CABLE B = WEST PENN 252268 14 AWC POWER CABLE C = WEST PENN WP55826 J-BUS OR X-BUS CABLE D = WEST PENN WP54980 J-DROP CABLE AND CONSOLE CABLE E = WEST PENN WP37125 5-BUS CABLE F = WEST PENN WP37129 CL DROP CABLE H = WEST PENN 252348 N OR LIGHTING CONTROL CABLE can VEWe. Bann y. S-lee. 4242 Delaware Street Denver, CO 80216 303-750-6500 www.beaconcom.com Key Plan: 101 101 101 101 o ( O 0 O O O O O O o O O O O O 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 . 9 0 - 0 - p NCBBK O - . 0 - 0 - 0 pp° NEE_ w NCBBK ww e~ 0 0 0 0 0 0 p_ ° ~ C 0 0 0 0 0 0 o - 0 - 0 - m om m m . O o~ 0 . 0 m om - - - 00000000000 - 00000000000 00000000000 O 0 0 I S o O o 0 0 0 0 0 0 0 0 0 0 0 O O O O 0 O 0 O O O O O O O O O CONSOLE 1F-] STATUS O X-Bus CONSOLE 2 ADDRESS STATUS O CONSOLE 3E_j CM3 STATUS 0 o J BUS 1 F] TALK LEVELL~~pp~ TONE LEVIIV'I)VI STATUS O J BUS 2 F] TALK LEVEL O POWER -a TONE LEVEL O STATUS O J BUS 2 ❑ I O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 01 O O O O o 0 0 0 0 0 0 0 0 o O O 1 PS6-J1-2.217A PS8-J1= 2.067A PS6-GCM 1 =2.20A PS8-J2=2.227A PS6-J2=1.378A PS8-CON1=.75A NURSE STATION 686 PS7-J1=2.257A P57-J2=2.067A P57 CON1=.75A NURSE STATION 672 FROM GCM2 ON 5th FLOOR IN ROOM S5-548.4 A PS9-J1=.320A PS9-J2=2.407A PS9-J3=2.067A PS9-CON1=.75A NURSE STATION 657 PS10-GCM2=2.20A PS10-J1=1.009A PS10-CONI-1.75A RECEPTION 636 Lutheran 104812 AM L U 0 R E C U ¢ U = :E5 N s U C (6 L to Q z _c_- J Job No. 61040 ro>-o: ee drawing or sI nalure Daa: 8/7/2006 D- AJ ozle'. July 10, 2006 sub,oW Dm July 11 2006 acv, o ale.Nov21.2006 CM1anaed room numbers Per.U Wruer aron: B oale:August2,2006 Added NCBRDV 8 Chanced lowtlon of sbower pull cord C mre: A.gust8,2006 Added Duly and Solo in rooms 674. 682 Rerulm'. DaK Dm~eMS: 6th Floor NC-6.05 101 101 101 101 O o c O STATUS 0 CONSOLE I D STATUS O X-BUS CONSOLE 2 ADDRESS STATUS 0 CONSOLE 3 ❑ 4 STATUS J BUS I TALK LEVE``IIqq~ TONE LEVElV 11V1 STATUS O JBUS2 ❑ TALK LEVEL O POWER TONE LEVEL 0 STATUS 0 J BUS 2 F-1 TALK LEVEL 0 O O O 0 O 0 0 0 0 0 0 0 O O O O O o O O 0 0 0 0 0 0 0 0 0 1 0 O O O O O 0 01 O O O O 0 0 O 0 O O O O O O O O O 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 0000000000000 - 0 - - 0 °`p NCBBK 0 0 °`p NCBBK o- _ 0 m 0 . - 0 m 0 . - 0 0 " . 0 0 . O 0 . 0 0 rin a~ 0 o m m 00000000000 00000000000 0 0 0 o O 0 0 0 0 sea Ze. Inre~nry. Service. 4242 Delaware Street TYPICAL SENSOR WIRING Denver, CO 80216 r 03-750-6500 www.beaconcom.mm ~x»I~wu:m ~ " R r a urvsm n rm" r xp Rryw". w" ~ u ~""rixm m l x". um v«u ~a~~ i°M. ~rt «m "~Eo ~m DO Orl M Ej CABLE LEGEND ALL CABLE IS BELDEN 1585 CAT 5 CABLE ~ ~ ~ar IR02-2 IR02-3 IR02-4 L ^ , W F Or] rjO On o Y~ El b EOU JRD]-3 ® m 10 db U N C x lROR x w ~ O r i w ~&IF v U IRoi-1 Inci- ..mr IRpI-J IR01-a IR02- 1 IRO -2 ® IR03-4 Ift0 -3 4 IR04- { L v N T g ® y ® IRp4-2 ' ® A W C7 ~O L 1~ ~ T cc G 2i U II-I1 YI II-II Y IRps-3 N L E2 ®O® ® )L'CIm4-a ' ' "rsq"j IR01 R4 O ® J auE~euE IR03-1 Rtl9 FS wx I IR01-I i rsx 10.06 IROS~-w" uF O IRId a D O ® J e ® e I0., a-3 ® )1(1e4-2 ® l61 IR09-3 IR06-2 IRI4-1 O V ® IR1 a ❑ IreD6-I IRps-2 pp 2- O 2 ® . wp5- Job Na. 61040 EL R y' 9& ~ ELEVATOR Is IRDS-I ® RO6 J MeA See drawing for signature 1~ ® ® EL OR II I J-4 IRI2-]yy V[+ ~e13 ^ ewr IR09 ~qm R0 9-a ® ~-eluE ° E IRO6 - mu+-aw ~ R07-4 ° V7 I wa- 8l7/200fi mrn. A4 ~9mr ~m ml IR IgDJ - -I 08 IR12 w AM „"e D :I 11 om . " mv 10, 2006 m ® ® IRp9 I IR ~ IRaJ-I Iss". rexwe: JulYtt. 2006 5"EmiIW DaK IRI]-] IR13-2 IRI3-1 IR12 2 IRI2 - 1 IRIp I IRI OB-2 ~ IR Da-3 - - - ® ~n IRO]-$ IRIO-2 n mm: 2D06 0.. ffi © `-wi Rumber umbe Changed racm L3 LRI ® exm 7 0 per Per DvslDmer er O © O O[ U O O 0 ® U O O 13 O Rrela,: oam'. IRI1-I IRI1-$ IRII-3 R-al.,, pale. F ® ® U0 ~U OL] mn6. 6th Floor TR-6.00 5:\2006 lobs\61040- Exempla Lutheran Medical\Drawings\6eaccn\5ixth Floor tracer plan.dwg, 1/10/2007 10:49:36 AM OF WHE4?- m City of Wheat Ridge cO LORN 0 Comm. Fire Sprinkler. PERMIT. 070743 PERMIT NO: 070743 ISSUED: 07/20/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 01/16/2008 DESCRIPTION: 6th floor fire sprinkler system. * ** CONTACTS * ** owner _ ELMC gc 303/792 -.0022 01 -7809 API / dba: Western States Fire ** PARCEL INFO ** ZONE CODE: PHD USE:. UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 52,100.00. FEES Permit Fee 864 .25 . Total Valuation 00 Use Tax 937.80 ** TOTAL ** 1,802.05 - Comments: 6/20/07: DS: OK w/ notes from WR Fire district 7/20/07: JS: approved as noted by fire dept... I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances., rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other " applicable Wheat Ridge Ordinances, for work under this permit. Plans .subject to field inspection. Signature of contractor /owner I I date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to .expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If. changes have been or if suspension or abandonment exceeds one (1).: year, full fees shall be paid fora new permit. 4. No work of any manner shall be done-that will change the natural flow of wstar causing a drainage .problem. 5. Contractor shall notify the Building inspector twenty -four (24) hours in advance for all inspections.. and shall .receive 'written approval on inspection card before proceeding with successive phases of the job 6. The issuance of permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approva f y violation of the provisions of the :building codes or any other ordinance, law, rule or regulation. All pi is subject to field inspections Signature f Chfef Building Official 'date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235-2855 REQUESTS. MUST BE MADE BY 3PM ANY BUSINESS DAY; FOR INSPECTION THE FOLLOWING: BUSINESS DAY. .5'� �� CJ City of Wheat Ridg e Building Permit Number. Community Development Department Date: WHMERCIAL & MULH���Y - Property Ovimer: Av'-tie—e Property Address; Ae, Phone: 'Zq5 16 Contractor License No.: Company: lk'46�4-� r—'�ft A Phone: (so ?V- cl' OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND A13REEMENT Valuation Figure: $ jet>, I hereby certify that the setback distances Proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Value:$ Wheat Ridge or covenants, easements o r restrictions of record; that all m easurements 'ue'$ shown, and allegations made are accurate; that I have read and agree to abide by all $ Permit Fee:$ conditions printed on this glication and that I assurne full responsibility for compliance with the Wheat R11 gce Building Code (I.B.C) and all other applicable Wheat Plan Review Fee3 Ridge Ordinances, for work under this p%mit. Plans subject to field inspection. Use ExS t A J D' (OWNER)(CONTRACTOR): SIGNED A DATE!' JL L Totall (OWNER)(CONTRACTOR):PRINTED DATE Use of Space (description): Description of work: 6 1 �"K Sq. Ft added g&' BUMDL%TG DEPARTMENT USE ONLY SIC: Sq. FL: ZONINGCOMMENTS: Approval� Zoning: g ' p IF 31JILDING COMMENTS: Approval: _ I", PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof. Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subjectto the laws ofthe State of Colorado and to the Zon[ng-Regulations-and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no chang es have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (i) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, n or an approval of, anyviolation of the provisions of the building codes oranyother ordinance, law, rule orregulation. All plan review is subject to field inspections.. Chief Building Official WHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 507 • 3880 UPHAM STREET • WHEAT RIDGE, COLORADO 800340507 303.403.5900 • FAX 303-94G4)350 • WWW.WRFIRE.ORG Western States Fire Protection June 20, 2007 Robert Merlin 7026 South Tucson Way Centennial, Colorado 80110 Re: 8300 West 38 Ave., Exempla Lutheran Medical Center 6 TH FLOOR REMODEL. The following requirements are made under the 2003 International Fire Code and N.F.P.A. 10 adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. NOTE: ALL CONTRACTOR VEHICLES AND DELIVERS FOR CONTRACTORS SHALL NOT BE PARKED IN THE FIRE LANES AT ANY TIME A CITY TRAFFIC SUMMONS WILL BE ISSUED AND THE VEHICLE WILL BE TOWED AT THE OWNERS EXPENSE- 1. A two hour/ Two Hundred P.S.I. Test shall be performed and scheduled with the Fire Marshal. 2. Plans shall be submitted to the Fire District for the following; • Change orders for the approved submitted plans. 3. All construction dumpsters shall be a minimum of 20 feet form any structure. 4. All Fire Lanes shall remain clear of construction vehicles at all times of construction. 5. All Fire Alarms shall remain in- service while work is being performed. The Fire District shall be notified of any shut down of these systems. 6. A required fire extinguisher with a minimum rating of 2A -40BC shall be within 10 feet of all "HOT WORK OPERATION". 7. Smoke Zone updates shall be coordinated with Exempla staff and the electrical contactors. 8. All fire caulking shall be the depth of the opening for all rated assemblies. j PLANS BUST REMAIN ONSITE DURING CONSTRUCTION 7026 South Tucson Way Centennial, CO 80112 (303) 792 -0022 Fax(303)792 -9049 Hydraulic Calculations Submittal Lutheran Medical Center 6 th Floor Tower Renovation 8300 West 38 Avenue Wheat Ridge, CO 80033 E P . OVED to f ld Inspections VAHO Ridge Building Dept, Sig ned... .............. .. Checker Prepared by: Robert Merlino Project Manager Phone: (303) 792-0022 Cell: (303) 328 -7897 Fax: (303) 792 -9049 ail: robert.merhno @wsfp.us June 10, 2007 &0 M.E.P.CAD, Inc. - - ;i AutoSPRINK® VR5 v5.1.32 - - - - - 06/10/2007 3:33:26PM Page 1 Job Number: 1 (i9 Report Description: Ordinary Group II Job Number Deslgn Enpinem 1 Robert Merlino Job Name Lutheran Medical Center - 6th Floor Tower Renovation Stele Ceplf¢aYaNLlcrose Number Acceded 8300 West 38th Avenue AHJ Wheat Ridge Fire District Mumss2 -- - -- Job See 6th Floor Tower Renovation cly Stale Wheat Ridge CO zip code 80033 Pressing Name LMC - 6th Floor.cad Neemamending SpMkler Oaca occupme, 5.6 K- Factor 19.60 at 12.250 Manually Calculated Hose AlloxanwN Sourte Density Nea of Application 0.00 NA NA Additional Hose Supplies Number Of Sprinkltts Calculated! Coverepe Per SpMkler Node Flow(gom) 5JJ NA tu9u - aw UE�1011n ✓- /911�A�r`Jd1 LJ. VP/ f rye A ,1 1640!^^ S.rc.. Total Hose Streams 0.00 System Flow Demand Total Waler Repuiredflnduding Hose Nlmvanca) 1 •L \'FI 116.58 116.58 Minimum Pressure Unbalance In Lou, 0.000 Maximum Velocity Above Ground 15.29 between nodes 205 and 102 Maximum Wider, Under Ground Volume capaciyof Wet Pipes Vol um a capagly of Dry Pipes l 235.68gal Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node pm) (psi) ( (pm) (psi) (pm (psi) (psi 1 0.00 69.000 69.000 176.00 69.000 116.58 36.744 32.256 c.�p�,�n -li.r � �,�- Flao� Cvr�l ►°.d.1+.� � 6� F�acD� A F B it." Conlait Number 21 Ccobd Name conlactnue Robert Merlino Project Manager Contractor Name Phone EAunsion Western States Fire Protection, Co. (303) 792 -0022 Address t 7026 South Tucson Way FM (303) 792 -9049 Address2 E -mail robert.merlino @wsfp.us CRY stale Zlp code W.1aSm Centennial CO 80112 www.wsfp.com &0 M.E.P.CAD, Inc. - - ;i AutoSPRINK® VR5 v5.1.32 - - - - - 06/10/2007 3:33:26PM Page 1 Job Number: 1 �� �f s�ti; li Job Number: 1 Report Description: Ordinary Group II Pipe Type Diameter Flow Veloci HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary a••••• Route 1• • AO 1.05 Q =19.60 7.28 C =120 0.125357 14' -10 Pf 2.610 101 102 T -6 7' -6 q =19.60 K =5.6 12.250 14.860 Spr(- 12.250) 3E(2' -0) 6-0 20'-10 Pe 0.000 Pv AO 1.05 Q =41.19 15.29 C =120 0.4952 7' -3 Pf 9.044 102 205 T -6 9' -0 q =21.59 K =5.6 14.860 23.253 Spr(- 14.860) 3E(2' -0), PO(5' -0) I l'-O 18'-3 Pe -0.650 Pv CM 2.16 Q =30.29 2.66 C =120 0.0083 8' -10Y Pf 0.281 205 211 9' -0 8' -6 23.253 23.751 2E(6' -2), T(12' -3Y) 24' -7'/ 33'-6 Pe 0.217 Pv CM 2.16 Q =57.00 5.00 C =120 0.026984 257' -8Y Pf 9.112 211 414 8' -6 8' -6 23.751 32.863 2T(12' -3 %), 9E(6' -2) 80 337' -8 Pe Pv CM 2.16 Q= 116.58 10.24 C =120 0.101404 32' -1'/ Pf 3.881 414 1 8' -6 8' -6 32.863 36.744 E(6' -2), S 6'- 38'- Pe Pv ®••••• Route 2 ..... AO 1.05 Q =22.54 8.3 C =120 0.162395 27' -1 Pf 7.806 103 208 T -6 9' -0 q =22.54 K =5.6 16.206 23.361 Spr(- 16.206) 8E(2' -0), PO(5' -0) 21-0 48' -1 Pe -0.650 Pv CM 2.16 Q =59.58 5.23 C =120 0.029295 243'-1'/ Pf 9.285 208 414 9' -0 8' -6 23.361 32.863 10E(6' -2), T(12' -3'h) 73' -10 316' -11 %Pv Pe 0.217 a••••• Route 3 ..... DR 1.05 Q =26.14 9.70 C =1 0.213565 1' -11 Pf 1.904 104 206 8' -0 9' -0 q =26.14 K =5.6 21.791 23.262 Spr(- 21.791) E(2' -0), PO(5' -0) 7-0 8' -11 Pe -0.434 Pv CM 2.16 Q =37.04 3.25 C =120 0.012158 8' -2Y Pf 0.100 206 208 9' -0 9' -0 23.262 23.361 8' -2'/ Pe Pv ®••••• Route 4 ..... DR 1.05 Q =26.71 9.91 C =120 0.222203 0' -6 Pf 1.222 105 211 8' -0 8 q =26.71 K =5.6 22.745 23.751 Spr(- 22.745) PO(5' -0 5'- 5'- Pe -0.217 Pv ate••••• Route S ..... CM 2.16 Q =10.90 0.96 C =120 0.001265 6' -6Y Pf 0.008 205 206 9' -0 9' -0 - 23.253 23.262 6-61 Pe Pv Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.97 ) = Factor Value Of C 100 Multiplying Fa ctor 0.713 130 140 150 1.16 1.33 1.51 (Eiv! © M.E.P.CAD, Inc. -fflj AutoSPRINK® VR5 v5.1.32 - - 06/10/2007 3:33:30PM - - - Page 3 o - , i ll+ Job Number: 1 Report Description: Ordinary Group II K- Factor Pt Pn Fittings I Eq. Length AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Gross Main Flow -gpm - - - -- - - b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90' FR Feed Riser Friction Loss psi /Foot cplg Coupling MS Miscellaneous HWC Hazen - Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90' Elbow UG Underground pv Velocity pressure at a point in a pipe EE 45' Elbow Eel 11% Elbow Ee2 22'M. Elbow f Flow Device FDC Fire Department Connection fE 90' FireLock(TM) Elbow fEE 45' FireLock(TM) Elbow - fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee. Noz Nozzle P1 Pump In - P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer /Adapter S Supply sCV Swing Check Valve - Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve z Cap 0 M.E.P.CAD, Inc - - - RjjAutoSPRINK® VR5 v5.1.32 - - - - - 06/10/2007 3:33:30PM Page 4 FIT Supply at Node 1 N d d N N W a Job Number: 1 1ou 90 80 70 Static Pressure 69.00 176.00 @ 69.000 60 50 40 116.58 @ 36.744 30 20 ystem demand curve - 10 0 0 100 150 200 250 300 350 400 450 500 Water flow, gpm at Node 1 r rrr Realtival Pmssure 176.00 @ 69.000 Av.IMle P,essu,eTlme 0 Test 69.000 @ 116.58 aystem Demand 116.58 @ 36.744 system Demand pnauding Hose 116.58 0. 36.744 & 0 M.E.P.CAD, Inc. -- 1 AutoSPRINKV VR5 v5.1.32 -- - - -- - - 06/10/2007 .3:33:32PM- - Page -- Job Number: 1 Report Description: Ordinary Group II Job Number Design Englnee! 1 Robert Martino Job Name Lutheran Medical Center - 6th Floor Tower Renovation Grace CeN(alionlLicense Number Mdrese, qHJ 8300 West 38th Avenue Wheat Ridge Fire District Address Job Eire _ 6th Floor Tower Re novation City Wheat Ridge — sate Lp coact CO 80033 Damung Name LMC -6th Floor.cad Most Oemending Sprinkler Oar. Occupanry 5.6 K- Factor 19.60 at 1 Manually Calculated ..a. Allowance Ad Saurw Density Area ct Pppfarma 0.00 NA NA Additional Hma, supplies Number Of Sprinklers Calculated Coverage Per Sprlakar Node Flow(gnm) 6 NA t I�zord ojo Total Hose Steams - 0.00 Demand System 1321 Tcequlretltlnduding How Allowance) 1 132.31 2.31 \ 1 T , V w - Opp L ��` ��(f�b'h V /` M.vImVm PImSYIe Unbalance In Loops 0.000 Max m Velocity Above . ,..ad t between nodes 332 and 329 Maximum Velocity Under Ground Volume capacty efWet Pipes V.IUma capacity of Or, Pipes 208.72gal Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node (pm) (psi) (psi) (gp m si (pm) ( si) 1 0.00 69.000 69.000 176.00 69.000 132.31 37.323 31.677 0^ l t 16�f QQ,N-.,-n d"" 11 pUA✓ (l� 1 l" cc, �Prjhk�xr SAS tzar C�,,frv� (/�lt.e �6 R-adr' Connclor Number FMINNIMM Conleq Name p.arac4TXle Project Manager - Can,nclorName Pbone Entensian Western States Fire Protection, Co. (303) 792 -0022 Aadrea., EAx 7026 South Tucson Way (303) 792 -9049 Addrea33 E -mall robert. merlino @wsfp.us cny Zip cede weo-sne Centennial 7t. CO 80112 www.wsfp.com � . M.E.P.CAD, Inc. AutoSPRINKG VR5 v5.1.32 - - - - 06/10/2007 4:01:57PM -- Page - - - Job Number: 1 i Report Descr iption: Ordinary Group II Device Actual Flow m Minimum Flow m K- Factor K Pressure (psi Sprinkler 109 22.88 19.60 5.6 16.689 Sprinkler 110 24.62 14.82 5.6 19.327 Sprinkler 106 19.60 19.60 5.6 12.250 Sprinkler 107 19.84 19.60 5.6 12.558 Sprinkler 108 20.71 - 19.60 5.6 13.680 Sprinkler 111 24.65 14.82 5.6 19.383 �n Most Demanding Sprinkler Data & U M.E.P.CAD, Inc. q §AutoSPRINK@ VR5 v5.1.32 4:02 :08PM Page 2 L t�< Job Number: 1 Report Description: Ordinary Group 11 Pipe Type Diameter Flow - Velocity HWC Friction Loss Length lPressure Downstream Upstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary ®••••• Route t• • AO 1.05 Q =19.60 7.28 C =120 0.125357 U -8 5' -0 5'-8 Pf 0.710 Pe Pv 106 T -6 q =19.60 K =5.6 12.250 Spr(- 12.250) 327 T -6 12.960 T(5' -0) OR - - 1.38 Q =19.60 4.20 C =120 0.032970 9'-10 Pf 0.324 327 328 7'-6 T -6 12.960 13.285 W-10 Pe Pv OR 1.38 0=39.44 8.46 C =120 0.120232 9'-10 Pf 1.182 328 329 7' -6 7'-6 13.285 14.467 9'-10 Pe Pv OR 1.38 Q =60.16 12.90 C =120 0.262496 11 -3•/ Pf 6.114 329 332 T -6 8'-6 14.467 20.147 2E(T -0), PO(6' -0) 12'- 23' -3'/ Pe -0.434 Pv CM 2.16 Q =44.79 3.93 C =120 0.017275 4' -3 Pf 0.073 332 336 8' -6 8' -6 20.147 20.221 4'-3 Pe Pv CM 2.16 Q =69.44 6.10 C =120 0.038885 233' -8 Pf 12.198 336 414 8' -6 8' -6 20.221 32.419 2T(12' -3%), 9E(6' -2) - W-0 313' -8Y Pe Pv CM 2.16 Q= 132.31 11.62 C =120 0.128155 32' -1 Pf 4.905 414 1 8' -6 8' -6 32.419 37.323 E(6' -2), S 6' -2 r ' 38' -3 Pe Pv a••••• Route 2••••• - AO 1.05 Q =19.84 7.37 C =120 0.128267 0'-8 Pf 0.727 107 328 T -6 7-6 q =19.84 K =5.6 12.558 13.285 Spr(- 12.558) T(5' -0) 5 5'- Pe Pv �••••• Route 3 ..... _ AO 1.05 Q =20.71 7.69 C =120 0.13883 0'- Pf 0.787 108 329 T -6 7' -6 q =20.71 K =5.6 13.680 14.467 Spr(- 13.680) T(5' -0) 5'-q !!! V-81 Pe Pv ®••••• Route 4 ..... AO 1.05 Q =22.88 8.49 C =120 0.166863 2'3 Pf 3.913 109 303 7' -6 8' -6 q =22.88 K =5.6 16.689 20.168 Spr(- 16.689) 3E(2' -0), PO(5' -O) 11' -0 2X-5% Pe -0.434 Pv CM 2.16 Q =62.87 5.52 C =120 0.032351 0.436 303 211 8' -6 8' -6 20.168 20.605 CM 2.16 Q =62.87 5.52 C =120 0.032351 ___- J24V-7% 1.083 211 205 8' -6 9' -0 20.605 21.471 T(12' -3'h), 2E(6' -2) -0.217 CM 2.16 Q =62.87 5.52 C =120 0.032351 6'-61 Pf 0.212 205 206 9' -0 9' -0 21.471 21.683 V-6 Pe Pv CM 2.16 0=62.87 5.52 C =120 0.032351 8 -2'/ Pf 0.266 206 208 9' -0 9' -0 21.683 21.948 _ 9-2 Pe Pv CM 2.16 Q =62.87 5.52 C =120 0.032351 <53 -1% Pf 10.254 208 414 9' -0 8' -6 21.948 32.419 10E(6' -2), T(1 2' -3Y) _ - 13-10 :_ F -11'/ Pe .0.217 Pv ®••••• Route 5 ..... . DR 1.05 Q =24.62 9.14 C =120 0.191125 0' Pf 1.051' = "- 110 304 8' -0 8' -6 q =24.62 K =5.6 19.327 20.161 Spr(- 19.327) PO(5' -0) 5'- 5' -6 Pe - 0.217' Pv CM 2.16 Q =39.99 3.51 C =120 0.014009 _ 0' -6 Pf 0.007 . 304 303 8' -6 8' -6 20.161 20.168 0 Pe Pv ®••• ^Route 6.••••• _ DR 1.05 Q =24.65 9.15 C =120 0.191645 0' -6 Pf 1.054 111 336 8' -0 8' -6 q =24.65 _ K =5.6 19.383 20.221 Spr(- 19.383) PO(5' -0) " 5' -0 5-6 Pe -0.217 Pv ®••••• Route 7 ..... _ CM 2.16 Q =15.37 1.35 C =120 0.002389 j 9- Pf 0.014 332 304 _ 8' -6 8' -6 20.147 20.161 { 7I 6- Pe Pv Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 1 4.87 l = Factor Value Of C 100 Multiplying Factor 0.713 13W' two 150 111163 `�.. -3 1.51 & C M.E.P.CAD, Inca -- - ffl AutoSPRINK®VR5v5.1.32 - - -- -- -- 06/10/2007 4z02=P' ., - - Page Job Number: 1 croup n Pt AO Arm -Over Diameter Inch BL Branch Line Elevation Foot CM Gross Main - _.. Flow., - - gpm - - - DN Drain Discharge gpm DR Drop Velocity fps DY Dynamic Pressure psi FM Feed Main Length Foot FR Feed Riser Friction Loss psi /Foot MS Miscellaneous HWC Hazen - Williams Constant OR Outrigger pt Total pressure at a point in a pipe RN Riser Nipple Pn Normal pressure at a point in a pipe SP Sprig 11 Pf Pressure loss due to friction between points ST Stand Pipe Pe Pressure due to elevation difference between indicated UG Underground Pv Velocity pressure at a point in a pipe ALV Alarm Valve. AngV Angle Valve to Bushing -- - - BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11.%' Elbow Ee2 22 %* Elbow f Flow Device FOG Fire Department Connection fE 90' FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap IDS m iv.t.P.l:Au, inn. ___.P'JAMOSHKINKCRJ YK5 v5.1.32 -- - - -- - -- - -- 06/1012007- 4:02:09PM -- - -Page - - Job Number: 1 Supply at Node 1 y 6 d N N W a 100 90 60 70 Static Pressure 69.00 176.00 69.000 60 50 40 13231 37.323 30 20 System demand curve 10 0 0 50 100 150 200 250 300 350 400 450 500 Water Flow, gpm Supply at Node 1 Sceac Ptnsu,e 69.000 Reclauel P,. am. 176.00 @ 69.000 Available PreswreTlme cf Ted 69.000 @ 132.31- - - -- - - - sydemI 132.31 @ 37.323 Sydem Demaea(Including Hose ulaweuee) 132.31 (1) 37.323 &@M.E.P.CAD, Inc._ jjjj AutoSPRINK @.VR5.v5.1.32 06/10/2007 .. 4:02:11PM_. _. _ __.Page5 & @ M.E.P.CAD, Inc. _ _AllAutOSPRINK® VR5 v5.1.32 - - - 06110/2007-- 4:21:13PM -- - - Page 1 - - Job Number: 1 Report Description: Ordinary Group II Device Actual Flow m Minimum Flow m K- Factor K Pressure (psi Sprinkler 115 15.57 14.82 5.6 7.731 Sprinkler 105 15.71 14.82 5.6 7.871 Sprinkler 110 15.66 14.82 5.6 7.819 Sprinkler 111 15.66 14.82 5.6 7.817 j____� , Sprinkler 114 _ 15.38 14.82 5.6 7.540 Sprinkler 11 2 14.82 14.82 5.6 7.000 Sprinkler 113 15.30 14.82 5.6 7.462 �3 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. - - -..... "j @AutoSPRINK ®VR5 v5.1.32 - - -. 06/10/2007 4:21:16PM - -Page 2 - &@ M.E.P.CAD, Inc. -- - fflAutoSPRINK® VR5 v5.1.32 - -- -- 06/1012007 4:21:17PM- -Page - Job Number: 1 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary ..... Route l• • DR 1.05 Q =14.82 5.50 C =120 0.074703 V-6 Pf 0.859 112 551 8'-0 8' -6 q =14.82 K =5.6 7.000 7.642 Spr(- 7.000) T(5' -0), PO(5' -0) 1 0'-C 1 V-6 Pe -0.217 Pv CM 2.16 - Q =14.87 1.30 C =120 0.002232 1 V-0 Pf 0.038 _ 551 547 8' -6 8 7.642 7.681 E(6' -2) 6- 17'-2 Pe Pv CM 2.16 Q =30.11 2.64 C =120 0.008289 10'-0 Pf 0.083 547 470 8' -6 8' -6 7.681 7.763 10' -0 Pe Pv CM 2.16 Q =4 5.49 3.99 C =120 0.017781 5' -1 Pf 0.309 470 352 8' -6 8' -6 7.763 8.073 T(12' -3' /z 12' -3% 17' -4Y Pe Pv CM 2.16 Q =56.70 4.98 C =120 0.026729 232' -9'/ Pf 8.031 352 414 8' -6 8 8.073 16.104 9E(6' -2), T(1 2' -3Y) 67'-8 300' -5'/ Pe Pv CM 2.16 0= 108.09 9.49 C =120 0.088165 32' -1 Pf 3.374 414 1 8' -6 8' -6 16.104 19.478 E(6' -2), S 6-2 38'- Pe Pv ®••••• Route 2 ..... DR 1.05 Q =15.30 5.68 C =120 0.079248 0' -6 Pf 0.436 113 547 8' -0 8' -6 q =15.30 K =5.6 7.462 7.681 Spr(- 7.462) PO(5' -O) 5' -0 5'- Pe -0.217 Pv o••••• Route 3 ..... DR 1.05 Q =15.38 5.71 C =120 0.080020 0'- Pf 0.440 114 470 8' -0 8' -6 q =15.38 K =5.6 7.540 7.763 Spr(- 7.540) PO(5' -0) 5' -0 5' -6 Pe -0.217 Pv car••••• Route 4 ..... DR 1.05 Q =15.57 5.78 C =120 0.081897 1'- Pf 0.696 115 54 8' -0 8' -6 q =15.57 K =5.6 7.731 8.211 Spr(- 7.731) E(2' -0), PO(5' -0) 7' -0 8'- Pe -0.217 Pv CM 2.16 Q =15:57 1.37 C =120 0.002447 9' -2 Pf 0.053 54 216 8' -6 - -- 8' -6 8.211 8.263 T(12' - 3 1 %) 12' -3 21'- Pe Pv CM 2.16 Q =51.38 4.51 C =120 0.022276 T -11 Pf 0.451 216 205 8' -6 9' -0 8.263 8.498 2E(6' -2) 12' -3% 20'- Pe -0.217 Pv CM 2.16 Q =51.38 4.51 C =120 0.022276 6-6 Pf 0.146 205 206 9' -0 9' -0 8.498 8.644 6-6 Pe Pv CM 2.16 Q =51.38 4.51 C =120 0.022276 8' -2 Pf 0.183 206 208 9' -0 9' -0 8.644 8.827 8' -2Y Pe Pv CM 2.16 Q =51.38 4.51 C =120 0.022276 243' -1'/ Pf 7.061 208 414 9' -0 8' -6 8.827 16.104 tOE(6' -2), T(12' -3 73'-10 316-11 Pe 0.217 Pv �••••• Route 5 ..... DR 1.05 5.81 C =120 0.082733 0' -6 Pf 0.455 111 336 8' -0 8' -6 q =15.66 K =5.6 7.817 8.055 Spr(- 7.817) PO(5' -0 ) 5'- 5'- Pe -0.217 Pv CM 2.16 Q =11.21 0.98 C =120 0.001333 0 Pf 0.018 336 352 8' -6 8' -6 8.055 8.073 T(12' -3 %) 12' -3'/ 13' -2Y Pe Pv ®••••• Route 6 ..... DR 1.05 Q =15.66 5.81 C =120 0.082755 V -6 Pf 0.455 110 304 8' -O 8' -6 _ q =15.66 K =5.6 7.819 8.057 Spr(- 7.819) PO(5' -O) _ 5'-0 5'- Pe -0.217 Pv CM 2.16 Q =20.10 1.76 C =120 0.003 0'- Pf 0.002 304 303 8' -6 8' -6 8.057 8.060 0' -6 Pe Pv CM 2.16 Q =20.10 1.76 C =120 0.003925 13'-6 Pf 0.053 303 211 8'-6 8' -6 8.060 8.112 13'- Pe Pv CM 116 Q =35.81 3.14 C =120 0.011423 0' -11 Pf 0.151 211 216 8' -6 8' -6 - 8.112 8.263 T(12 12' -3Y 13' -2Y Pe Pv a ..... Route 7 ..... DR 1.05 Q =15.71 5.83 C =120 0.083265 0'- Pf 0.458 105 211 8' -0 8' -6 q =15.71 K =5.6- 7.871 8.112 Spr(- 7.871) PO (5' -0) 5'- 5'- Pe -0.217 Pv �••••• Route B••••• &@ M.E.P.CAD, Inc. -- - fflAutoSPRINK® VR5 v5.1.32 - -- -- 06/1012007 4:21:17PM- -Page - y . Job Number: 1 Description: Ordinary Group II upstream i otar men un CM 2.16 Q =4.44 0.39 C =120 0.000240 4'-3 Pf 0.001 336 8' -6 8.055 Pe 332 8' -6 8.056 4' -3 Pv CM 2.16 Q =4.44 0.39 C =120 0.000240 6- Pf 0.001 332 8' -6 8.056 Pe 304 8' -6 8.057 5' -9 Pv Actual Inside Diameter 4 87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 AO Arm -Over Diameter Inch ALV Maim Valve BL Branch Line Elevation Foot AngV AA94e Valve CM Cross Main Flow gpm b Baahing DN Drain Discharge gpm BaIV EWINalve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Buttlterfly Valve FM Feed Main Length Foot C Mms Flow Turn 90° FR Feed Riser Friction Loss psi /Foot cplg QaMpling MS Miscellaneous HWC Hazen - Williams Constant Cr Qnss Run OR Outrigger Pt Total pressure at a point in a pipe CV Qback V-:alve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV DelWge Valve SP Sprig Pf Pressure loss due to friction between points DPV EWPipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90r LElbow UG Underground Pv Velocity pressure at a point in a pipe EE 45°' *!bow Eel 14 Y.° L. ° ° =,bor Ee2 22'h ° +° ibow f Flow U FDC Fire &% parhment Connection fE 90° FiireLodr(TM) Elbow fEE 45° FiireLodt(TM) Elbow flg Flangr': FN - Fl Node IT FueLr dc(TH)Tee g Gauge, GloV Globe Vz.* GV Gate +CJ2,ve Hose Hose HV Hose -'Vase Hyd Hydrant LtE Loog}-Seas Bbow mecT i6lech �iizalTee Noz Nozzle'i P1 Purnp, In P2 Pump ' ut PIV PostTr acing Valve PrV Pressr. Relief Valve PRV Press -,. Seducing Valve red Reduer adapter S Supply sCV S6virg - ::: �,dc Valve Spr Spirki St S'timeffle . T TelfgF, Turn 90° Tr Tew-R2b, U (*Wlr< WirF F%HsWo ' WMV aV�' ter 2 ter Valve Z caw LU,,.©.M.E.P.CAD, Inc . _ ___.fflAutoSPRINK® VR5 v5.1.32 - 06/10/20077 ,.4= - .17PM - Page 4...... ILAN S MIDST REMAIN NSITE DURING ,ONSTRUCTION • JAL 0 0 10 a' 7026 South Tucson Way Centennial, CO 80112 (303) 792 -0022 Fax(303)792 -9049 Lutheran Medical Center 6 Floor Tower Renovation 8300 West 38 Avenue Wheat Ridge, CO 80033 APPROVED Subject to Field Inspections Wheat Ridge Building Dept. Date.. /Z�lo I • • • •• ••••....•........Plan Checker Prepared by: Robert Merlin Project Manager Phone: (303) 792 -0022 Cell: (303) 328 -7897 Fax: (303) 792 -9049 Email: robert.merlino @wsfp.us June 9, 2007 EQUIPMENT INDEX Descri to ion Model Manufacturer I. Sprinkler Heads A. Standard Spray Quick Response Sprinklers FIFR Reliable II. Pipe — 2" and smaller threaded A. Lightweight Schedule 40 Replacement Pipe Dyna Thread Allied B. Lightweight Schedule 40 Replacement Pipe Eddythread 40 Bull Moose C. Black Schedule 40 Pipe ASTM A 795 Varies ** HI. Pipe — 2 W' and larger grooved A. Lightweight Schedule 10 Replacement Eddy Flow Bull Moose B. Black Schedule 10 ASTM A 795 Varies ** IV. Flexible Pipe to Sprinkler Connection A. 5' -0 Flex Head Model 2060 F1exHead Industries V. Screwed Fittings -2" and smaller A. Black Class 125 Cast Iron ANSI B16.4 Varies ** B. Class 150 Malleable Iron ANSI B16.3 Varies ** VI. Grooved Fittings — 2 W' and larger A. Grooved Firelock Fittings Varies Victaulic B. Grooved Firelock Rigid Couplings Style 005 Victaulic C. Grooved Flexible Coupling Style 75 Victaulic D. Grooved Flange Adapter Style 744 Victaulic - E. Firelock Outlet Tee Style 922 Victaulic F. Mechanical Tee Outlets Style 920/920N Victaulic VH. Welded Outlets (Certified welds per NFPA -13) Varies Varies ** VIII. Pipe Hangers (Per NFPA -13) A. All Thread Rod Fig. 99/100 Tolco B. Adjustable Ring Hanger Fig. 200 Tolco C. Riser Clamp Fig. 6 Tolco D. Powder Driven Pins for Poured Pans W 10 -30 -27 P10 Hilti E. Drop In Anchor HDI Hild F. Drop In Anchor HDI -P Hilti G. Top Beam Clamp Fig 68 Tolco EK. Valves & Devices A. Flow Switch WED System Sensor B. Flow Switch VSF Potter C. Grooved Check Valve 717 Victaulic D. Grooved Butterfly Valve with Tamper 705W Victaulic X. Additional Items A. Signs 2" x 6" Argco B. Spare Sprinkler Cabinet 6/12 Head Box Argco C. Pressure Gauge Model 7500 AGE D. Test and Drain Valve Model 1000 AGE E. Auxiliary Drain Valve Model 125SUL United ** Denotes not Submitted Bulletin 136 Rev.O Model F1 FR Model F1 FR Recessed Quick Response Sprinklers Model F1 FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall — HSW 1 Deflector Model F1 FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall — HSW 1 Deflector Listings & Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters'Laboratories of Canada (ULC) 3. Certified by FM Approvals 4. Loss Prevention Council (LPC, UK) 5. NYC BS &A No. 587 -75 -SA 6. Meets MIL- S -901C and MIL -STD 167 -1 7. Verband der Schadenversicherer (VdS, Germany) 8, NYC MEA 258 -93 -E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Upright .. W ., Patents: US Patent No. 6,374,920 Applies to Model F1FR Vertical Sidewall Sprinklers. Product Description Reliable Models F1 FIR and F1 FR Recessed Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler The Models F1 FR and F1 FR Recessed automatic sprinklers utilize a 3.0 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 FR Recessed sprinklers 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 manu- factured glass capsule. This glass bulb is specially con- structed 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- Pendent Vertical Sidewall Conventional Horizontal Sidewall Recessed Pendent HSW 1 Deflector (Model FP Shown) pands, 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. Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Asso- ciation or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2 -8N or other applicable standards. Quick response sprinklers and standard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 103 Fairview Park Drive, Elmsford, New York 10523 Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Inc *9IIn+I^n 11�+�- Sprinkler Type K Factor K Factor Sprinkler p Height APp royal Organization Sprinkler Identification Number SIN US Metric SSU SSP Standard-Upri (SSU and Pendent (SSP) Deflectors Marked to Indicate Position _ " 15mm ) Standard Orifice with "NPT R Thread 5.6 1 80 1 2.2" 56mm 1,2,3,4,5,6,7 R3625 R3615 " "(20mm) Large Orifice with X" NPT (R /4)Thread 8.0 115 2.3" 58m m) 1 4,7.8 R3622<�I R3612 T "(17mm) Small Orificewith "NPT (Rv,)Thread 4.2 60 22 "(56mm) 1,2,8 R3623n R3613 " 10mm Small Orifice with "NPT R, ) Thread 2.8 40 2.2"(56mm) 1 1,2,8 133621 133611 1 Omm Orifice XLH with Ry" Thread 4.2 60 56mm 4,6,7 R3624 R3614 Conventional - Install inU ri ht or Pendent Position 10mm Orifice XLH with Ry Thread 4.2 60 56mm R3674 15mm Standard Orifice with "NPT ((RI) Thread 5.6 80 56mm 4,6,7 R3675 20mm Large Orifice with 3 /4" NPT 13 /4 Thread 8.0 115 58mm 4,7 R3672 (1) Polvester coated uoriaht UL and ULC listed corrosion resistant. Upright Pendent Conventional Model F1FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Ai Organizations Sprinkler Identification Number (SIN) US Metric y (15mm) y "NPT(R %2) 5.6 80 2.2" (56mm) 1,2,3,4,5,7,8 R3615 IT NPT R 8.0 115 23 1,2,3,8 A3612 Ts' (I Imm) y" NPT (R 4.2 60 2.2" (56mm) 1,2,8 R3613 y" (10mm) y " NPT (R %2) 2.8 40 2.2 1 (56mm) 1,2,8 R3611 10mm Ry 4.2 60 56mm 4,7 R3614 "I Refer to escutcheon data table for approvals and dimensions. 2 114" NOLE ON. [9.21,,.7 15 /I6"OW (99.21,,] I TURN C X1 /2'IOBTRR UNRL WIT A RE. $PflINNLER �EN�N I I 1/6' (3.211) 2 2]/32 " (7221,,) U6FG01_E (1) REFER TO FI J, F2 ESCUTCHEON DATA TABLE FOR APPROVALS ANA DIMENSIONS 1" X 112" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION (1) ADJUSTMENT I]6FLOS.A (1) REFER TO FP ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. 2. Z 516" OIA. (66.7,,1] HOLE IN CEILING 2 5116' DIA. [55.7mm] CUP ., Model F1FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Thread K Factor Sprinkler Approval Sprinkler Identification US Metric Orifice Size Height Organizations Number (SIN) 80 1 /2" NPT (R %2) 5.6 80 2.2" (56mm) 1, 2, 3, 6, 8 CEILING TO 1 X 112" REDUCER DEFLECTOR R3685 15mm Yz" NPT (RYz) - 5.6 80 22" (56mm) 4n t LPC Approval is for Pendent position only. Vertical Sidewall US Patent No. 6,374,920 Orientation Deflector to Ceiling Dimension (Min. - Max.) Upri ht 4" - 12" 102mm - 305mm Pendent 6" - 12" (152mm - 305mm) Model F1FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Orifice Thread Size KFactor Sprinkler Length Approval Organizations and Type of Approval Sprinler Identific k ation Number (SIN) US Metric Light Hazard Ordinary Hazard Jz" (15mm) y" NPT(RYz) 5.6 80 2.63" (67 1,2,3,5,8 1,2,5,8 R3635 NOTE: UL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon. tti . k c x, Horizontal Sidewall 136FG04 FACE OF FITTING TO WALL DIMENSION 1 114 "" MIN. (31.BrnmJ 2 114 " HOLE DIA. 4 .._ 6 .. [5 ].2mmJ (3.2mmj ( 1016mm-152.4mm j CEILING TO 1 X 112" REDUCER DEFLECTOR 27132" DA. j [72.2mmj t TURN L'NHL AGANST SPRINKLER TIGHT AGAI WRENCH BOSS. -- ADJUSTMENT (1) REFER TO ESCUTHCEON DATA TABLE FOR APPROVALS AND DIMENSIONS 3. Installation Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2 -8N or other applicable standards. Quick response sprin- klers and standard response sprinklers should not be inter- mixed. The Model F1 FR Recessed Quick Response Sprinklers are to be installed as shown. The Model F1 or F2 Escutcheons illus- trated are the only recessed escutcheons to be used with the Model F1 FR Sprinklers. The use of any other recessed escutch- eon will void all approvals and negate all warranties. When installing Model F1 FR Sprinklers, use the Model D Sprin- kler Wrench. When installing Model F1 FR Recessed Pendent or Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. RE- MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- moval of the protectors before this time may leave the bulb vul- nerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Temperature Ratings Classification Sprinkler _Sprinkler Max. Ambient Temp. Bulb Color C °F Ordinary 57 135 100'F(38°C) Orange Ordinary 68 155 100 °F(38°C) Red Intermediate 79 175 150OF(66 °C) Yellow Intermediate 93 200 15WF(WC) Green High (i) 141 286 225-F (107 Blue 111 Not available for recessed sprinklers. Escutcheon Data Escutcheon Sprinkler Escutcheon Bronze Face of Filling model Approvals Adjustment Dimension to Ceiling or Sprinkler Escutcheon Bright Brass - Bright Brass Wall Dimension Black Plated Black Paint Black Paint ty" Off White F1 1,2,4,8 Max Recess (38.1mm) 9 1 s 1 - ' ys' Min Recess y" (5mm -24mm) 9.1mm 1 Y" F2 1,2,3,4,5,7,8 Max Recess (38.1mm) yE' Min Recess % " (5mm -17mm) 24mm Ad 1,2 Max Recessed ly "(38.1mm) 17mm Pus"n/ Threadoff 1,2 Min Recessed P'(254mm) 24mm No Dimensional Figure for FP 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- tie vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprin- klers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to mini- mize the potential for damage to sprinklers that would cause improper operation or non - operation. Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes " " Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Plated Chrome Plated 131 White Polyester Coated (4) White Painted 131 Special Application Finishes Sprinkler Escutcheon 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 are 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/Thread-off escutcheon. (4) UL and ULC listed corrosion resistance. SIN numbers: R3621, R3622, R3623, R3625. Note: For y'r orifice pendent FM approved white polyester Coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 014. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Note: When Model F1FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. The equipment presented in this bulletin is to be Installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and propedyforover 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. ® aenveled Refla l - Paper (800)431 -1588 Sales Offices id (800)848 -6051 Sales Fax Revision lines indicate updated or new data (914)829 -2042 Corporate Offices www.reliablesprinkleccom Internet Address EQ. Primed in U.S.A. 3/07 PM99999I092 Dyna- Thread® Full Line Sch -40 Replacement Dyna - Thread' offers the life expectancy of Sch40 with superior hydraulics and greater value. Dyna- Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch -40 pipe with quality and superior hydraulic advantages. Comparison to Schedule r • Dyna- Thread's inside diameter is up with its increased strength and lighter to 3.6% larger than Sch -40 giving it weight, Dyna - Thread reduces superior hydraulics. And, when used installation fatigue and is ideal for in combination with Dyna -Flow pipe, retro -fit applications. down sizing often occurs. Dyna- Thread is fully listed and approved by UL, ULC, and FM for fire sprinkler applications. • The life expectancy of Dyna- Thread and Sch -40 are equal based on the calculated wall thicknesses per UL. • The consistent quality of steel used to make Dyna - Thread facilitates smooth threading and lower maintenance costs. • The exterior of Dyna- Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. UL <jFM> UDC Listed Approved Listed Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna- Thread and Sch -40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF". In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. tycal F1owControl \-/ all'ed TUBE a CONDUIT Cmmnarisnn to L.W.T. Pines • More wall thickness at the thread (CRR =1.00) gives Dyna - Thread better life expectancy than lightwall threadable pipe joints. • Unlike lightwall threadable pipe, Dyna -Thread has no thread gauge warning. • Dyna - Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna - Thread is safer to weld on. • Dyna - Thread is more widely accepted than lightwall threadable where Sch -40 is specified. Super 40/Dyna- Thread pipe is manufactured to meet: ASTM A -135, Grade A and is in compliance with NFPA -13. All sizes of Super 40 /Dyna- Thread are rated at 300 psi working pressure. Super 40/Dyna- Thread is UL and ULC Listed for wet, dry deluge and pre- action sprinkler systems and FM Approved for use in wet systems. Super 40 /Dyna - Thread can be "hot -dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna -Thread is approved for all threaded couplings and welded outlets and is suitable for all roll - grooved, and plain -end fittings. (See listing information). 16100 S. Lathrop • Harvey, IL 60426 Customer Service: 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882 -5543 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708- 339 -1806 S3 -3 Specifications NPS Nominal 1.0. Wt. WI. (1120 Filled) Post WVLift (21') Wt/Lift (24 WuLili (25 In; mm In; mm Lbs/Ff; Kg /m Lbs/Ft Kg /m Lift Lbs; Kg Lbs, Kg Lbs; Kg 1' 1.080 1.330 1.75 70 1955 2234 2327 25 27.4 2.0 2.60 70 887 1013 105 1 VV 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 906 1038 108 1Yz' 1.639 2.290 3.22 44 2115 2418 2519 40 41.6 3.4 4.79 44 959 1097 114 2' 2.104 3.050 4.57 30 1921 2196 2287 50 53.4 4.5 6.80 30 871 996 103 tycal F1owControl \-/ all'ed TUBE a CONDUIT Cmmnarisnn to L.W.T. Pines • More wall thickness at the thread (CRR =1.00) gives Dyna - Thread better life expectancy than lightwall threadable pipe joints. • Unlike lightwall threadable pipe, Dyna -Thread has no thread gauge warning. • Dyna - Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna - Thread is safer to weld on. • Dyna - Thread is more widely accepted than lightwall threadable where Sch -40 is specified. Super 40/Dyna- Thread pipe is manufactured to meet: ASTM A -135, Grade A and is in compliance with NFPA -13. All sizes of Super 40 /Dyna- Thread are rated at 300 psi working pressure. Super 40/Dyna- Thread is UL and ULC Listed for wet, dry deluge and pre- action sprinkler systems and FM Approved for use in wet systems. Super 40 /Dyna - Thread can be "hot -dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna -Thread is approved for all threaded couplings and welded outlets and is suitable for all roll - grooved, and plain -end fittings. (See listing information). 16100 S. Lathrop • Harvey, IL 60426 Customer Service: 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882 -5543 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708- 339 -1806 S3 -3 A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of 1.0 Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: • Has a Corrosion Resistance Ratio of 1.0 • Has No Thread Warning • Has a Pressure Rating of 300 psi • Is Lighter Weight Than Schedule 40 • Is Approved by Factory Mutual and Listed by Underwriters Laboratories • Is Produced in Accordance to ASTM A -135 and A -795 • Can be Used With Standard Schedule 40 Threaded Fittings, Couplings and Valves • Is Produced From Steel With Excellent Properties of Strength and Threadability • Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems* • Offers Lower Freight Costs 1 1.600 1.090 70 1 -1/4 1 2.139 1.425 1 51 1 -1/2 2.562 1.655 44 2 3.364 2.124 30 1 1.00 1.00 0.74 1 -1/4 1.00 1.00 0.48 1 -1/2 1.00 1.00 0.47 2 1.00 1.00 0.38 Eddythread 40 can be hot dipped galvanized to meet FM's requirement for dry systems 1819 Clarkson Road For additional information, Chesterfield, MO 63017 contact your salesperson today at C� U6 6 • . MOO�'fl_IBE ccnf[wanry 325 -4467 FAX: FAX: (636) 537 -2645 (800) 325 -4467 or (636) 537 -2600 in the USA, or from Canada 1 eTm - ^° ^ ° °� www.bullmoosetube.com can (800) 882.4666 FM A 88 company e -mail: infow7.bullmoosetube.com navnovBo All inforrnahon contained herein is accurate as known atthe time of publication. Bull M..a Tube reserves the right to change product specifications without notice and withoulinwning obligation. 02/03 The Cost Effective Replacement for Schedule 10 Realizing the growing need of fire protection systems in commercial and residential construction, Bull Moose Tube has added Eddy Flow to its comprehensive line of sprinkler pipe products. Eddy Flow is a specially engineered replacement for schedule 10, offering better flow characteristics while providing design flexibility. This product is FM approved, as well as UL listed (for U.S. and Canada) for roll grooving and welding. Please check with appropriate sources for up -to -date listings and approval information. As an added benefit, it is more economical to use than schedule 10 due to reduced delivery costs and ease of handling. Furthermore, Eddy Flows larger ID provides an opportunity for downsizing and further cost savings. 1 -1/4 1.660 1.515 1.442 1.380 2.93 1.00 1 -1/2 1.900 1.734 1.682 1.610 3.44 1.00 2 2.375 2.209 2.157 2.067 2.78 1.00 2 -1/2 2.875 2.729 2.635 2.469 1.09 1.00 3 3.500 3.342 3.260 3.068 1.00 1.00 4 4.500 4.316 4.260 4.026 1.00 1.00 ? Dual Certified to ASTM A135 and A795. ? FM approved for roll grooving and welding for use in wet systems. ? UL listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. ? Lightweight • saves shipping costs, and offers easier handling. ? Can be used with roll grooved couplings or welded outlets for pressures up to 175 psl. ? Floor stock available in various lengths produced in Trenton (GA), Gerald (MO), and Masury (OH). Also can be ordered In custom lengths. ? Can be supplied roll grooved or plain end for use with Victaulic Fir Fittings. ? Can be used for wet and dry" systems. ' Eddy Flow can he hot dipped galvanized to meet Fhb' requirement for dry systems PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation, In order to provide a leak -tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturelt instructions for the specific fitting used. 1819 Clarkson Road For additional information, �.•k Chesterfield, MO 63017 contact your salesperson today at °D (800) 325 -4467 (800) 325 -4467 or (636) 537- 2600BT - . - - FAX' (636) 537 -2645 in the USA, or from Canada www.bullmoosetube.coin can (800) 882 -4666 A fl®company e -mail: info(a)bullmoosetube.com All lnformstlon canmined hemin Is anowateas known at the time of publication. Bull Moose Tube reserves me tight to change pr uct specifications without nodes and without inwaing obligation. arras ?1px�ead sprinklers allow engineers, architects, contractors and building owners a degree of versatility previously unavailable. With so many options, they make it 'easyj`to design and work with whatever configuration your plans call for. en fits and features include: FlexHead Metal Stud Detail *Rerduced manpower, labor costs, and call -backs Materials O ;Fast -track construction for rapid p Hose Assembly- ALL 304 Stainless Steel Sprinkler Multi -port Bracket - HO G60 Galvanized Metal building occupancy bmnchline ' =Quick retrofit of existing buildi 9 9 FlexHead sprinkler drop Predictable installation that eliminates bidding problems or Mufti-port metal stud missed schedules Adjustable hub mounting bracket *Easy installation of semi - recessed, full - pendant, or fully concealed Metal stns sprinkler head -Multi-port bracket for perfect Sheetmck ceiling uniformity with any suspended sprinkler head or sheetrock ceiling system -Meets International Building Code (IBC) and NFPA guidelines Flexilead Suspended Ceiling Detait *Meets ASCE 7 -98 guidelines for Each FM- approved unit is ready -to- install, O seismic desig categories C, D , E g 9 pressure- and leak- tested, and comes complete with a flexible stainless -steel and F referenced in the IBC hose and mounting bracket with Sprinkler bmnchline *Approved for use in suspended adjustable hub. FlexHead sprinkler drop ceilings with light, medium, and heavy -load grids (ASTM C635, 636) Multi-port ceiling grid *Industrial grade, at[- welded mounting bracket Adjustable hub no 0 -ring construction *Rated up to 300psi and requires no hangers oEas friction loss water p ressure y / p t-bar g eed t -bar grid Ceiling the calculations Sprinkler head FlexHead Outlet 6__e Hose Assembly Equivalent Length of 1 "� Maximum Rated M odel # Size 'i Length ft(m schedule 40 pipe ft(m) % Pres p si (kPa; 24 eft (0.6m) 17 ft (5.1m)� 175 (1205) . ,._ . 2036 1 /2in. 3ft (0.9m) 22ft (6.6m) 175 (1205) _ 2048 1 /2in T „,.,,, _ 4ft (1.2m) _ 24ft (7.3m) 175 (1205) 2060 1 /2m 5ft (1.5m) 25ft (7 5m) , (1205)____, 2072 1 /2m ,.,175 6ft (1.8m) 28ft (8.4m) 175 (1205) 2024 3/41n 2ft (0.6m) 9ft (2 7m) 175 (1205) 2036 3/4m 3ft (0.9m) 16ft (4.8m) 175 (1205) -„ ” 2048 3/4m 4ft (1.2m) ..,, 21ft (6.4m) 175 (1205) 2060 3/4m 5ft (1.5m) 22ft (6.6m) 175 (1205) 2072 3/4in 6ft (1.8m) 25ft (7.5m) 175 (1205) FlexHead products are intended for use in hydraulically designed wet, pre- action, deluge or dry pipe sfrinkler systems per NFPA 13, 13R and 130 guidelines. The hydraulic loss of the FlexHead needs to be included in the hydraulic design calculations the same as a valve of fi'tti'ng. Each Flex/had has a 3" minimum bend radius per UL guidelines and a 7" minimum bend radius per FM guidelines. FireLock® Fittings VICTAULIC' IS AN SO9001 CERTIFIED COMPANY DIMENSIONS M to / { °4 � I No. 003 * 0 0 1- 'o � No. 002 No. 006 0 REGISTEREOTRADEMARK OF VICTAULIC - 0 COPVRIGHT2004 VICTAULIC - PRINTED IN USA. 1539 REV E Victaulic Company of America• Phone: 1- 800 - PICK- VIC(1- 800 - 742 - 5842)• Fax: 610- 250 -8817• e- mail:pickvicrsvictaulic.com Victaulic Company Of Canada• Phone:905 -884 -7444• F3x:905- 884 -9774• e-mail: viccanada (aviclaulic.com Victaulic Europe• Phone:32 -9- 381 -1500 Fax:32 -9- 380 -4438• e-mail: viceuro@victaulic.be o Victaulic America Latins- Phone: 610- 559 -3300 Fax:610 -559 -3608• e-mail: vical@victatlic.com Iytaulic VicUUlic Asia Pacific • Phone: 65- 6235 -3035 • Fax:65- 6235 - 0535.. e-mail: vicap@victaulic.com No. 001 No. 003 No. 002 No. 006 Fitting Size SOP Elbow 46'Elbow StralghtTee Cap Actual Aprx. Apa. Apia. Thickness Aprx. Nominal Outside Din Weight CtoE Weight CtoE Weight "T" Weight Diameter Diameter Inches Each - Inches Each Inches Each Inches Each Incheshmm Inches/mm mm LbsJkg mm LbsJkg mm LbsJkg mm LbsJkg 1 1.660 2.75 1.0 1.75 0.9 2.75 1.5 0.82 0.3 32 42.4 70 0,5 45 4.1 70 0,7 21 0.1 1 1 7x 1.900 2.75 1.2 1.75 0.9 2.75 2.0 0.82 0.4 40 48,3 70 0,5 45 4.1 70 019 21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 60.3 70 0.8 51 0.8 70 1.1 22 03 2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 65 730 76 1,4 57 110 76 16 22 0.5 76,1 mm 3.000 3.00 3.30 2.25 2,4 - - - - 76,1 76 1.5 57 U - - - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 8819 86 1,8 64 1.4 86 2.4 22 015 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3,0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141,3 124 5.7 83 18 124 7.1 25 1.9 6 6.625. 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 168,3 140 8,3 89 5,3 140 10,3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219,1 173 116 108 9.3 1]6 17,6 29 48 0 REGISTEREOTRADEMARK OF VICTAULIC - 0 COPVRIGHT2004 VICTAULIC - PRINTED IN USA. 1539 REV E Victaulic Company of America• Phone: 1- 800 - PICK- VIC(1- 800 - 742 - 5842)• Fax: 610- 250 -8817• e- mail:pickvicrsvictaulic.com Victaulic Company Of Canada• Phone:905 -884 -7444• F3x:905- 884 -9774• e-mail: viccanada (aviclaulic.com Victaulic Europe• Phone:32 -9- 381 -1500 Fax:32 -9- 380 -4438• e-mail: viceuro@victaulic.be o Victaulic America Latins- Phone: 610- 559 -3300 Fax:610 -559 -3608• e-mail: vical@victatlic.com Iytaulic VicUUlic Asia Pacific • Phone: 65- 6235 -3035 • Fax:65- 6235 - 0535.. e-mail: vicap@victaulic.com •, I _ 1 1 ue uuw uara nxeu is oases upon me pressure crop or scri vu pipe. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A -536, grade 65 -45 -12 Fitting Coating: Orange enamel • Optional: Hot dipped galvanized This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 2 FireLockc` Fittings Frictional Resistance - - -- Fitting Size -__ , -.,: - EqulvalentFee7meters of Straight Pipe Actual Strallifir e Nominal Outside No. 002 Diameter Diameter 90 °Elbow 45' Elbow Inches/mm Inches/mm No. 001 No. 003 Branch Run 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0A 2,6 1,1 2 1 1 2 2.875 4.3 2.2 48 4.3 65 73.0 1,3 0,7 3,3 1,3 76,1 mm 3.000 _ 4.5 2.3 11.0 4.5 76.1 114 0.7 3.4 1,4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 115 0,8 4,0 1,5 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2,1 1,0 4.9 1 2,1 5 5.563 8.5 4.2 21.0 8.5 125 141,3 2,6 1,3 6,4 2.6 6 6.625 10.0 5.0 25.0 10.0 150 1(1 3,0 1,5 7,6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4,0 1,5 10.1 4.0 1 1 ue uuw uara nxeu is oases upon me pressure crop or scri vu pipe. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A -536, grade 65 -45 -12 Fitting Coating: Orange enamel • Optional: Hot dipped galvanized This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 2 FireLockc` Fittings Style 005 Firel-ock® Rigid Coupling with Vic -Plus® Gasket System VICTAULIC` ISM ISO Sam CERTIFIED COMPANY vic Gasket System Rated for wet and dry sprinkler systems at 350 psi (2413 WEI) for 1 - 4" (32 - 100 mm) sizes and 300 psi (2068 kPa) for 4 8" (108 - 200 mm) sizes: Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expansion, contraction or angular deflection. CO 9 T Rorer to notes on page 2. 0 REMSTEREDTRADEMARK OF VICTAUMC -0 COPYRIGHT20 VICTAULIC -PRINTED IN U.S.A. -SKU NWCASRMHPN 1535 REVS Viclaulic Company of America• Phone: 1-800- PICK- VIC(1- 800- 742 - 5842)• Fax:610- 250 -8817• e-mail: pickvic@victaulic,wm Viclaulic Company of Canada• Phone: 905 -884 -7444• Fax:905- 884 -9774 e-mail: viccanada@victaulic.com Viclaulic Europe. Phone:32 -9- 381 -1500• Fax:32 -9- 380 -4438• e-mail: viceurooviclaulic.he /tauhc Viclaulic America Latina• Phone: 610- 559 -3300• Fox:610- 559 -3608 e-mail: vical@victauliccom Viclaulic Asia Pacific• Phone: 86 -21- 58855151• Fax:86 -21- 58851298• e-mail: vicap@victe,11C.com Dimensions Pipe Size Max. Max. Allow. Inches/mm Actual Nominal Outside Work. End Pipe End ®BotUNut Apex. Diameter Diameter Press. §' Load* Sep.t No. - Size Wgt. Ea. Incheslmm Inches/mm PSVkPa LbsJN InJmm Inches/mm X Y Z LbsJkg 1'/° 1.660 350 755 0.05 2 2/ ' /s X 2114 4.50 1.88 1.2 32 42.4 2413 3370 1.2 - 70 114 148 0,5 1V2 1.900 350 990 0.05 2 - 3 /a X 2' /n 3.00 4.75 1.88 1.2 40 48.3 2413 4415 1.2 76 121 146. 0.5 2 2.375 350 1550 0.07 2 � 1 /e X 2'12 3.50 5.25 1.88 1,6 50 EDO 2413 6900 1.7 89 133 14B 03 2 2.875 350 2270 0.07 a I 2- /e X 2 12 4.00 5.75 1.88 1.9 65 73.0 2413 10110 1,7 102 146 140 49 3.000 350 2475 0.07 4.13 5.75 1.88 1.9 76,1 mm 76,1 2413 11010 1.7 2 " °ls X 2� /z 105 146 148 019 3 3.500 350 3365 0.07 1 2 /g X 2 /i 4.63 '118 6.13 1.88 2.1 80 88,9 2413 14985 1.7 155 148 110 0'16 2 - 1 /o X 211, 2 54 3 100 11403 241 24770 146 184 1.4 108,0 mm 4.250 300 4255 0.16 2 1/a X 2 5.63 7.25 2.13 3.1 108,0 2060 18940 4,1 143 184 54 1A 5 5.563 300 7290 0.16 2 - /z X 23/, 6.88 9.00 2.13 4.5 125 141,3 2060 32445 4.1 175 229 54 2,0 133,0 mm 5.250 300 6495 0.16 2- I/z X 23/4 6.63 9.00 2.13 4.5 1330 2066 28900 4.1 1 168 229 54 2,0 139,7 mm 5.500 300 7125 0.16 2 - % X 23/4 6.88 9.00 2.13 4.8 139.7 2066 31715 4,1 175 229 54 2,2 6 6.625 300 10340 0.16 8.00 10.00 2.13 5.0 150 160,3 2060 46020 4.1 2- /2 X 2 1 /4 203 254 54 2,3 159,0 mm 6.250 300 9200 0.16 2 1 s /e X 4/d 7.63 10.00 2.13 5.5 1590 2068 40955 4.1 - 194 254 54 2.5 6.500 300 9955 0.16 8.15 10.00 2.13 5.5 165,1 mm 165.1 2068 44295 4.1 3 2 - /1 X 2/4 207 254 54 2,5 8 8.625 300 17525 0.19 s 2 - /e X 4 /4 10.50 13.13 2.63 11.3 200 219.1 2068 78000 4,a 267 334 67 5,1 CO 9 T Rorer to notes on page 2. 0 REMSTEREDTRADEMARK OF VICTAUMC -0 COPYRIGHT20 VICTAULIC -PRINTED IN U.S.A. -SKU NWCASRMHPN 1535 REVS Viclaulic Company of America• Phone: 1-800- PICK- VIC(1- 800- 742 - 5842)• Fax:610- 250 -8817• e-mail: pickvic@victaulic,wm Viclaulic Company of Canada• Phone: 905 -884 -7444• Fax:905- 884 -9774 e-mail: viccanada@victaulic.com Viclaulic Europe. Phone:32 -9- 381 -1500• Fax:32 -9- 380 -4438• e-mail: viceurooviclaulic.he /tauhc Viclaulic America Latina• Phone: 610- 559 -3300• Fox:610- 559 -3608 e-mail: vical@victauliccom Viclaulic Asia Pacific• Phone: 86 -21- 58855151• Fax:86 -21- 58851298• e-mail: vicap@victe,11C.com MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. Housing Coating:Orange - enamel - -- • Optional: Hot dipped galvanized Gasket: • Grade "E" EPDM - Type A Vic -Plus Gasket System A (Violet color code). FirellOck products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure us- ing the Grade "E" Type A Vic -Plus Gasket System, requiring no field lubrication for most installation condi- tions. For dry services, Victaulic continues to recommend the use of Grade "E" Type A HushSeal Gasket. Contact Victaulic for details. Bolts /Nuts: Heat - treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A -449 and physical requirements of ASTM A -183. A Standard gasket and FlushSeal gasket approved for dry pipe systems to _40'F (-40`C). Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below 0"F ( -I WC) and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be tested on pipe with raised or undercut weld seams or pipe that has voids anchor cracks at the weld seams. Victaulic continues to recommend the use of FlushSeal gaskets for dry services. LISTINGS /APPROVALS The information provided below is based on the latest listing and approval data at the time of publication. Listings /Approvals are subject to change and /or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Rated Working Pressure - PSI Rated Working Pressure - PSI Rated Working Pressure - PSI Pipe Sch. Size Inches UL ULC I FM Pipe Sch. Size Inches UL ULC FM Pipe Sch. Size Inches UL ULC FM 5 1 V - 3 175 175 175 EL 11 1 1,2 300 1 N/A N/A MT 1'/ - 2 300 N/A N/A P / -4 350 350 350 ET I VA -2 300 N/A LIM STF VA -4 N/A N/A 300 10,40 5 -8 300 300 300 EZ 4 -6 300H NIA 300 Steady Thd. 1r / ^ -2 N/A N/A 300 BLT 1 1 / 4 - 2 300 300 N/A FF T' /., - 4 N/A N/A 300 TF 3 - 8 N/A N/A 300 DF P/ - 4 300 300 300 GAL -7 P4 - 2 300 N/A N/A WLS P/n - 2 300 300 N/A DT 1V 300 300 N/A MILT 1V 2 300 N/A N/A XL 1Y ^ 3 300 1 300 1 300 1759 N/A 1 175 ME 1 - 4 300 N/A 300• FM approved for service in 1 1 /2 - 4' pipe. k OIL Listed for service up to 4' pipe only. @UL Listed for service up to 3" only PIPE SCHEDULE NOTES: 5 refers to Listed /Approved Schedule 5 steel sprinkler pipe 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe 40 refers to Listed /Approved Schedule 40 steel sprinkler pipe BLT refers to Listed steel sprinkler pipe manufactured by Allied Tube & Conduit DF refers to Listed /Approved Dyna -Flaw steel sprinkler pipe manufactured by Allied Tube & Conduit DT refers to Listed Dyne Thread steel sprinkler pipe manufactured by Allied rube & Conduit EF refers to Listed /Approved Eddy Flow steel sprinkler pipe manufactured by Bull Moose Tube Co. EL refers to Listed Eddylite steel sprinkler pipe manufactured by Bull Moose Tube Co. ET refers to Listed Eddythread 40 steel sprinkler pipe manufactured by Bull Moose Tube Co. EZ refers to Listed EZ Z -Flow steel sprinkler pipe manufactured by Northwest Pipe & Casing Co. FF refers to Listed Fire Flo steel sprinkler pipe manufactured by Youngstown Tube Co. GAL -7 refers to Listed steel sprinkler pipe manufactured by IDOD Systems, LLC MIS refers to Listed steel sprinkler pipe manufactured by Wheatland Tube Company MF refers to Listed Mega -Flow steel sprinkler pipe manfactured by Wheatland Tube Company MT refers to Listed Mega - Thread steel sprinkler pipe manufactured by Wheatland Tube Company SIT refers to Listed Steady Flow steel sprinkler pipe manufactured by AMS Tube Corporation Steady Thread refers to Appprmed steel sprinkler pipe manufactured by AMS Tube Corporation TF refers to Tex Flow steel sprinkler pipe manufactured by Tex -Tube Company WLS refers to Listed /Approved steel sprinkler pipe manufactured by Wheatland Tube Company XL refers to Listed XL or XL I I steel sprinkler pipe manufactured by Allied Tube & Conduit Corp. NOTES - Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 1 12 times the figures shown. t For field installation only. Retook Style 005 couplings are essentially rigid and do not accommodate expansion /contraction. Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request Contact Victaulic for details. 4 Style 005 couplings are VdS and LPC Approved to 12 Bar (175 psi). WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. This product shall be manufactured by Victaulic Company. All products shall be Installed in accordance with current Victaulic installalion /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Style 005 FireLocks' Rigid Coupling Style 75 Coupling VICTAUUC• Is AN ISO 9001 PRODUCT DESCRIPTION Style 75 is available where moderate pressures are expected or weight considerations area factor. Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi (3450 kPa) depending on size. Housings are cast in two identical pieces in all sizes. Hot -dip galvanized and special coatings are available for all sizes. U� UDC FM P/4 1.660 500 1080 0 -0.06 2° - 10' 0.45 lle X 2 2.68 4.61 1 1.77 1.4 32 42,2 3450 4805 0-1,6 F ' 68 117 45 0,6 1'h 1.900 500 1,420 0 -0.06 1 -56 0.40 a 2 - /¢ X 2 2.91 4.82 1.77 1.5 40 48.3 3450 6320 0-1.6 33 74 122 45 0.6 2 2.375 500 2,215 0 -0.06 1 0.32 a 2 - /e X 2 3.43 5.22 1.86 1.7 50 60,3 3450 9860 0 - 1.6 26 87 133 48 0.8 2 2.875 500 3,245 0- 0.061 ° -t5' 0.26 2 a / %2 a 3.88 5.68 1.88 1.9 65 73,0 3450 14440 0 -1,6 22 98 144 48 019 76,1 mm 3.000 500 3,535 0 -0.06 1 ° -12' 0.26 2.2/%2 e 4.00 5.90 1.88 1.9 76,1 3450 15730 0 -1.6 22 102 150 48 0.9 3 3.500 500 4,800 0-006 1, _ 2 , 0.22 ° 2 1/2 % 2 2 / 4.50 7.00 1.88 2.9 80 88,9 3450 21360 0 -1,6 1B 114 178 48 1,3 3 4.000 500 6,300, 0 -0.06 0 - 54' 0.19 2 - 1 12 X 22/4 5.00 7.50 1.88 2.9 90 101,6 3450 28035 0 -1,6 16 127 191 48 1,3 4 4.500 500 7,950 0-013 0.34 5.80 8.03 2.13 4.1 load 114.3 3450 35300 . 0 - 3,2 1 ° - 36' 28 2 - 'h X 23/4 147 204 54 L9 108,0 mm 4.250 450 6,3800 -0.13 1,_41, 0.35 2 12 %700 5.55 7.79 2.13 3.7 108.0 3100 28395 0 -3,2 29 141 198 54 13 4'/2 5.000 450 8,820 0 - 0.13 0.25 6.13 9.43 2.13 5.5 120 127,0 3100 39250 0-3,2 1 ° - 26 21 2 -'/e X 3'/4 156 240 54 2,5 5 5.563 450 10,935 0 -0.13 1 - 16 0.27 2 - s/e X 3V4 6.88 10.07 2.13 5.8 125 141,3 3100 48560 0 - 3,2 23 175 256 54 2,6 133,0 mm 5.250 450 9,735 0 -0.13 1 ° -21' 0.28 2- 16X82.5 6.55 9.37 2.13 6.0 133,0 3100 43325 0 -3,2 24 166 238 54 27 13917 mm 5.500 450 10,665 0 -0.13 1 ° -18' 0.28 p. s /e X3V4 6.80 9.59 2.13 6.3 139,7 3100 47460 0 -32 24 173 244 54 2.9 152,4 mm 6.000 2,735 00 t -12' 0 .21 2- /e X3' /4 �'e8 10 1 2 3100 -0.13 18 6 6.625 450 15,525 0 -0.13 1` -5' 023 2- s /eX3V4 8.00 11.07 2.13 7.0 150 168,3 3100 69085 0-3.2 18 203 281 54 3,2 Table continued on page 2. 't @ Refer to notes on page 2. 0 PEGISTEREO1RADEMARR OF VICTAUUO - 0 COPVRIGHT2003 VICTAULIC - PRINT60IN U.S.A. 1470 REV F Viclumic Company of America• Phone: 1-800- PICK- VIC(1- 800 - 7425842)• Fax: 610- 250 -8817• e- mail:pickvic@vidauliccom Victaulic Company of Canada• Phone: 905- 884 -7444• Fox:905 -884 -9774• e-mail: viccanada@victauliceom Victaulic Europe- Phone:32 -9- 381 -1500• Fax:32 -9- 380 -4438• e-mail: viceuro @vidaulicbe o Victaulic America Latina- Phone: 610 -559 -3300• Fax:610 -559 -3608• e -mail: vical@vicfa / ulicsom t u',C Victaulic Asia Pacific • Phone: 65- 6235 -3035 • Fax:65- 6235 -0535 • e -mail: vicap@victauliccom I T IIII # Style 74 Couplings •Lz Refer to notes below. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Housing Coating: Orange enamel • Optional: Hot dipped galvanized and others. Gasket: (specify cl ice')t • Grade "E" EPDM EPDM (Green color code). Temperature range -30'F to +230'F ( -34 °C to +110 °C). Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI /NSF 61 for cold +86 °F ( +30 °C) and hot +180 °F ( +82 °C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nitrile (Orange color code). Temperature range -20 °F to +180 °F ( -29 °C to +82 °C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140 °F ( +60 °C) and water over +150 °F ( +66 °C). NOT RECOMMEND- ED FOR HOT WATER SERVICES. 'Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended, tSupplemental lubricant is recommended for services installed at or continuously operating below 0 °F ( -18 "C) Bolts /Nuts: Heat treated carbon steel, zinc plated to ASTM B -633, track -head conforming to physical properties of ASTM A -183 minimum tensile 110,000 psi (758340 kPa). NOTES Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 1 12 times the figures shown. f Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at eachjoint for standard roll grooved pipe. Figgures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these Figures should be reduced by: 50% for 3/4 - 3r /i (20 - 90 mm); 25% for 4" (100 mm) and larger. & Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. This product shall be manufactured by Victaulic Company. All products shall be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 2 Style 75 Coupling Mind - Max. Allow. _Deflect. Fr. - @ Dimensions Aprz Pipe Srze Work Pres. End Load Pipe End Crt BoD/Nut No. - Size Inchesimillimeters IYgL Each Nominal Actual Per Pipe Diameter Out. Dia. PSI' Lbs.' Sep. Cplg. III Inches Lbs. Worm In✓mm kPa N In ✓mm Deg. m1Nm mm % Y Z IS 159,0 mm 6.250 450 13,800 0 - 0.13 1 ._ 9 1 9 , 0.24 2- 16 X 825 7.63 10.49 2.13 6.8 15910 3100 61405 03,2 20 194 266 54 3.1 165,1 mm 6.500 450 14,940 0 -0.13 1 ._ 6 1 0.23 -s / X 3 rq 2 / 7.84 10.66 2.06 7.2 165,1 3100 66483 0 -3.2 19 e 199 271 52 1 3,3 203,2 mm# 8.000 450 22,635 0 - 0.13 0° - 54' 0.16 2 - / X 4 / 3 ° 1 ^ 9.72 13.33 2.31 12.6 203,2 3100 100725 0 -3,2 13 247 339 58 5.] 8 8.625 0 -0.13 018 10.34 13.97 2.32 12.4 200 219,1 0 -3.2 0 ° -50' 14 2- 3 /aX4' /a 263 355 59 5,6 254,0 mm# 10.000 424M122375 0-0.13 0° - 43, 0.15 2 - Y. X 5Vz 12'16 15.81 2.53 20.8 254,0 0 -3,2 11 309 402 304.8 mm# 12000 0 - 0.13 0° - 36' 0.13 ra 2 1416 17 304,8 0 -3,2 9 360 449 64 10.] # Style 74 Couplings •Lz Refer to notes below. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Housing Coating: Orange enamel • Optional: Hot dipped galvanized and others. Gasket: (specify cl ice')t • Grade "E" EPDM EPDM (Green color code). Temperature range -30'F to +230'F ( -34 °C to +110 °C). Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI /NSF 61 for cold +86 °F ( +30 °C) and hot +180 °F ( +82 °C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nitrile (Orange color code). Temperature range -20 °F to +180 °F ( -29 °C to +82 °C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140 °F ( +60 °C) and water over +150 °F ( +66 °C). NOT RECOMMEND- ED FOR HOT WATER SERVICES. 'Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended, tSupplemental lubricant is recommended for services installed at or continuously operating below 0 °F ( -18 "C) Bolts /Nuts: Heat treated carbon steel, zinc plated to ASTM B -633, track -head conforming to physical properties of ASTM A -183 minimum tensile 110,000 psi (758340 kPa). NOTES Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 1 12 times the figures shown. f Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at eachjoint for standard roll grooved pipe. Figgures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these Figures should be reduced by: 50% for 3/4 - 3r /i (20 - 90 mm); 25% for 4" (100 mm) and larger. & Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. This product shall be manufactured by Victaulic Company. All products shall be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 2 Style 75 Coupling PRODUCT DESCRIPTION Style 744 FireLock Flange adapter is designed for directly incorporating flanged components with ANSI CL. 125 or CL 150 bolt hole patterns into a grooved pipe system. Sizes 2 - 8" (50 - 200 mm) are hinged for easy handling with integral end tabs which facilitate assembly. The design incorporates small teeth inside the key shoulder I.D. to prevent rotation. Because of the outside flange dimension, FireLock Flange adapters should not be used on FireLock fittings. When wafer or lug -type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. FireLock Flange adapters should not be used as anchor points for tie -rods across nonrestrained joints. o r - Mating rubber faced flanges, valves, etc., require the use of a FireLock Flange washer. 2 -8" Sizes FireLock Flange adapters with Vic -Plus gaskets do not require lubrication. The gasket must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. Style 744 FireLock Flange Adapters with the Vic•PIus TM Gasket System are designed and recommended for use ONLY on fire protection systems. . Vic -Plus Gasket System: Victaulic® now offers a gasket system which requires no field lubrication on wet pipe systems. The Vic - System (patented) is dry, clean, and non - toxic. It reduces assembly time substantially and 7installation ates the mess and chance of over - lubrication. Please refer to the latest copy of the Victaulic Field Handbook (I -100) for supplemental lubrication requirements. ULC FM See Victaulic (Exa�geraTed for clarity) publication 10.01 for details. DIMENSIONS Style 744 Sizes 2 - 8" (50 - 200 mm) ANSI Class 125 and 150 Flange �Z1- � O A X Y B O - 0 Note: Gray area of mating face must be free from gouges, undulations or deformities of any type for effective sealing. 'Hater to notes below. fl otal bolts required to be supplied by installer. Bolt sizes for conventional flange -to- flange connection. Larger bolts are required when Vic Flange adapter is utilized with wafer -type valves. A Not available with Vic Plus gasket system. Lubrication is required. NOTES ` Working Pressure and End Load are total, from all internal and external loads, based on standard weight steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONETIME FIELD TEST ONLY. the Maximum Joint Working Pressure maybe increased to 112 times the figures shown. Style 744 FireLock Flange adapters provide rigid joints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at thejoint. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. e REGISTERED TRADEMARK OF VICTAULIC - o COPYRIGHT 2M4 VICTAULIC -PRINTED IN U.S.A. 1477 REVD Victaulic Company of America• Phone: 1800- PICK -VIC(1- 800- 742 - 5842)• Fax:610- 250 -8817• e-mail:pickvicOvictauliacom Victaulic Company of Canada• Phone: 905 -884 -7444• Fax,905- 884 -9774• e -mail: vicranadnevicoulicoun Victaulic Europe• Phone:32 -9- 381 -1500• Fax:32 -9- 380 -4438• e -mail: viceuroevvickuliube � Ct� u''c® Victaulic Amencit Laurie. Phone: 610 -559 -3300• Fax:610- 559 -3608. e-mail: vicuVivictauliscom a Victaulic Asia Pacific• Phone: 65- 6235 -3035• Fax:65- 6235 -0535• e-mail: vicapovictauliecom Sealing Surface Dimensions Pipe Size Max. Work Max. End Incheslmm Inches/milfimeters Aprs Actual Wgt Nominal outside Press.` Load` No. Bolt Each Diameter Diameter PSI Lbs. Bolts t Size f "A" "8" lbs. human In. /mm kPa N Reg'd. Inches Max. Min. W X Y Z kg 2 2.375 175 775 2.38 3.41 6.75 6.00 4.75 0.75 2.7 50 60.3 1200 3450 4 a '/n X 2 /4 60 87 172 152 121 19 1,2 2 2.875 175 1135 2.88 3.91 7.88 7.00 5.50 0.88 4.2 65 73.0 12W 5050 4 s /a X 3 73 99 200 178 140 22 1 1,9 3 3.500 175 1685 3.50 4.53 8.44 7.50 6.00 0.94 4.8 60 88,9 1200 7500 4 s ( X 3 89 115 214 191 152 24 2.2 4 4.500 175 2780 4.50 5.53 9.94 9.00 7.50 0.94 7.1 100 114,3 1200 11045 B 5 /a X 3 114 141 252 229 191 24 3,2 5 5.563 175 4260 5.56 6.71 11.00 10.00 8.50 1.00 ad 125 141.3 12W 18920 8 a /n X 3'/i 141 171 279 254 216 25 3.8 65 6.625 175 6030 6.63 7.78 12.00 11.00 9.50 100 9.3 150 168.3 1200 26840 B a / X 31/2 168 198 305 2]9 241 25 4.2 8N 8.625 175 10219 8.63 9.94 14.63 13.50 11.75 1.13 13.9 200 219,1 12W 45475 8 a / X 3 /, 219 252 372 343 298 29 63 'Hater to notes below. fl otal bolts required to be supplied by installer. Bolt sizes for conventional flange -to- flange connection. Larger bolts are required when Vic Flange adapter is utilized with wafer -type valves. A Not available with Vic Plus gasket system. Lubrication is required. NOTES ` Working Pressure and End Load are total, from all internal and external loads, based on standard weight steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONETIME FIELD TEST ONLY. the Maximum Joint Working Pressure maybe increased to 112 times the figures shown. Style 744 FireLock Flange adapters provide rigid joints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at thejoint. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. e REGISTERED TRADEMARK OF VICTAULIC - o COPYRIGHT 2M4 VICTAULIC -PRINTED IN U.S.A. 1477 REVD Victaulic Company of America• Phone: 1800- PICK -VIC(1- 800- 742 - 5842)• Fax:610- 250 -8817• e-mail:pickvicOvictauliacom Victaulic Company of Canada• Phone: 905 -884 -7444• Fax,905- 884 -9774• e -mail: vicranadnevicoulicoun Victaulic Europe• Phone:32 -9- 381 -1500• Fax:32 -9- 380 -4438• e -mail: viceuroevvickuliube � Ct� u''c® Victaulic Amencit Laurie. Phone: 610 -559 -3300• Fax:610- 559 -3608. e-mail: vicuVivictauliscom a Victaulic Asia Pacific• Phone: 65- 6235 -3035• Fax:65- 6235 -0535• e-mail: vicapovictauliecom VIC- FLANGE ADAPTER NOTES I The Style 744 (2 - 8750 - 200 mm) design incorporates small teeth inside the key shoulder I.D. to prevent rotation. z FireLock Flange adapter should not be used on FireLock fittings. When wafer or lug -type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. a FireLock Flange adapters should not be used as anchor points for tie -rods across nonrestrained joints, Mating rubber faced flanges, valves, etc. require the use of a FireLock Flange washer. 4 Area A -B noted in the above drawing must be free from gouges, undulations or deformities of any type for effective sealing. 6 FireLock Flange adapter gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. e Flange Washers: FireLock Flange adapters require a smooth hard surface at the mating flange face for effective sealing. Some applications for which the Vic - Flange adapter is otherwise well suited do not provide an adequate mating surface. In such cases, it is recommended that a metal Flange Washer be inserted between the FireLock Flange adapter and the mating flange to provide the necessary sealing surface. Typical applications where a Flange Washer should be used are: w When mating to a serrated flange: a standard flat flange gasket should be used adjacent to the serrated Flange and then the Flange Washer is inserted between the FireLock Flange adapter and the flange gasket. s When mating to a wafervalve: where typical valves are rubber lined and partially rubberfaced (smooth or not), the Flange Washer is placed between the valve and the FireLock Flange adapter c When mating a rubber faced flange: the Flange Washer is placed between the FireLock Flange adapters and the rubber faced flange. o When mating AWWA cast flanges to IPS flanges: the Flange Washer is placed between two FireLock Flanges. The hinge points must be oriented approximately 90° to each other. If one flange is not a FireLock Flange adapter (e.g. Flanged valve), then a standard flat flange gasket must be placed adjacent to that flange and the Flange Washer inserted between the flange gasket and the FireLock Flange adapter. - - - E When mating to components (valves, strainers, etc.) where the component flange face has an insert: follow the same arrangement as in Application 1. F When mating to a Series 705 -W Butterfly valve, Style 744 may only be used on one side of the connection. When ordering Flange Washers, always specify product style (Style 744) and size to assure proper Flange Washer is supplied. MATERIAL SPECIFICATIONS Flange Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. Coating: Black enamel • Optional: Hot dipped galvanized Bolts /Nuts: Supplied by installer Gasket: • Grade "E" EPDM - Type A Vic -Plus Gasket System A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Ap- proved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated work - ing pressure using the Grade "E" Type A Vic -Plus Gasket System, requiring no field lubrication for most installation conditions. A Standard gasket approved for dry pipe systems to Ayr (- 40 °C). Based on "typical' pipe surface conditions, supplemental lubricant is recommended for services installed below 0 - F ( -18 °C) and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be rquired on pipe with raised or undercut weld seams or pipe that has voids and /or cracks at the weld seams. This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installationhesembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without Incurring obligations. 2 Style 744 FireLock® Flange Adapter IPS CARBON STEEL PIPE; I � ��'�'�'` HOLE CUT PRODUCTS � a��r x y .0 /—t� L Hole Cut: Piping System PRODUCT DESCRIPTION The bolted mechanical branch connection concept was developed by Victaulic to provide a fast, easy mid -pipe out let without welding. A hole is first cut or drilled in the pipe to receive the outlet. Positioning in the hole is enhanced with either a locating collar (Styles 920, 920N and 929) or a toe and heel (Styles 923 and 924) and provides a smooth outlet area for maximum flow characteristics. The gasket is molded to conform to the pipe O.D. and is of pressure - responsive design. Gasket seal is further enhanced by pressure or vacuum in the line. Styles 920, 920N and 929 are ideal for a variety of branch connections. Styles 923 and 924 provide a weldless connec tion for a variety of gauges, drains and thermometers. Victaulic hole cut products must be installed on the true centerline of the pipe. Vic Hole Cutting Tools are recom- mended for preparing pipe to receive all Victaulic hole cut products. o sing t Ld Fast, easy Combines for cross - preparation type connection Vic -Let Style 923 and Vic-0-Well' ma Style 924 VICTALILIC IS AN ISO 9001 CERTIFIED COMPANY Victaulic Company of America Victaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Phone: 1-600- PICK -VIC (1 -800- 742 -5842) Phone: 905- 884 -7444 Phone: 32 -9 -381 -1500 Phonte610- 559 -3300 Phone:65- 6235 -3035 Fax: 610- 250 -6817 Fax: 905 -884 -9774 Fax: 32 -9380 -4438 Fax: 610 -559 -3608 Fax: 65- 6235 -0535 e- mail:pickvic @victauliecom e-mail: viccanada @victaulic.com e -mail: viceuro @vidauliabe e -mail: vital @victaulic.com e -mail: vicap@vidaulic.com 1670 Rev.0 5103 6 Registered Trademark of Victaulic 0 Copyright 2003 Victaulic Printed in U.S.A. Easy one nut assembly rroviaes a Donea branch connection Weldless connection for gauges, drains, thermometers No welding - no special assembly tools iue anu neef engage inside of pipe FLOW DATA C values for flow of water at +60 °F ( +1 VQ are shown in the table at right. _ Flow test data has shown that the total head loss between point 1 and 2 for the Style 920, 920N and 929 Mechanical -T fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship at right. Ee Exaggerated for Clarity Formulas for C Values: Q2 � ,CV z Q Cr x Where: Q =Flow (GPM) C = Flow Coefficient AP = Pressure Drop (PSI) Styles 920 & 920N Mechanical -T Bolted Branch Outlet Style 920 Threaded Outlet The bolted mechanical branch connection con- cept was developed by Victaulic to provide a fast, easy mid -pipe outlet with- out welding. A hole is first cut or drilled in the pipe to receive the outlet. Postion- fng in the hole is enhanced with either a locating collar (Styles 920, 920N and 929) or a toe and heel (Styles 923 and 924) and provides a smooth outlet area for max- imum flow characteristics. The gasket is molded to conform to the pipe O.D. and is of pressure - respon- sive design. Gasket seal is further enhanced by pres- sure or vaccum in the line. Styles 920, 920N and 929 are ideal for a variety of branch connections. Styles 923 and 924 provide a weld less connection for a variety of gauges, drains and ther- mometers. Victaulic hole cut products must be installed on the true centerline of the pipe. Vic Hole Cutting Tools are recommended for prepar- ing pipe to receive all Vic- taulic hole cut products. This product shall be manufactured by Victaullc Company. All products shall be installed in accordance with current Victaulic installatioolassembly instructions. Victaulic reserves the right to change product specificat ions, designs and standard equipment without notice and without incurring obligations. 11.01 - 2 Equiv. Feettmeters Equiv. Feet/meters Pipe Size of Pipe Pipe Size of Pipe Actual Actual Nominal Outside _ Nominal Outside Diameter Diameter Gv Female Diameter Diameter C„ Female In. /mm In. /mm Values Grooved Threaded In. /mm indent Values Grooved Threaded '/2 0.840 - 2.0 2 2.375 9.0 10.5 15 21,3 17 - 0,6 50 60,3 100 2,7 3,2 3 /a 1.050 - 4.0 2'/2 2.875 11.0 12.5 20 26,7 21 - 1,2 65 73,0 135 3,4 3,8 1 1.315 - 5.0 3 3.500 13.5 15.5 25 33,7 25 - 1.5 80 88,9 200 4,1 4,7 1 Y4 1.660 5.5 6.0 4 4.500 20.0 22.0 32 42,4 46 117 1,8 100 114,3 400 6,t 6,7 l Y2 1.900 7.0 8.0 40 48,3 60 2,1 24 Styles 920 & 920N Mechanical -T Bolted Branch Outlet Style 920 Threaded Outlet The bolted mechanical branch connection con- cept was developed by Victaulic to provide a fast, easy mid -pipe outlet with- out welding. A hole is first cut or drilled in the pipe to receive the outlet. Postion- fng in the hole is enhanced with either a locating collar (Styles 920, 920N and 929) or a toe and heel (Styles 923 and 924) and provides a smooth outlet area for max- imum flow characteristics. The gasket is molded to conform to the pipe O.D. and is of pressure - respon- sive design. Gasket seal is further enhanced by pres- sure or vaccum in the line. Styles 920, 920N and 929 are ideal for a variety of branch connections. Styles 923 and 924 provide a weld less connection for a variety of gauges, drains and ther- mometers. Victaulic hole cut products must be installed on the true centerline of the pipe. Vic Hole Cutting Tools are recommended for prepar- ing pipe to receive all Vic- taulic hole cut products. This product shall be manufactured by Victaullc Company. All products shall be installed in accordance with current Victaulic installatioolassembly instructions. Victaulic reserves the right to change product specificat ions, designs and standard equipment without notice and without incurring obligations. 11.01 - 2 Style 922 Firel-ock® Outlet -T VICTAULIC• IS AN ISO seem CERTIFIED COMPANY PRODUCT DESCRIPTION The Style 922 Outlet -T provides a convenient method of incorporating 1/2, and T' (15, 20 and 25 mm) outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products. Available for 1'/, through 761 mm (32 to 76,1 mm) piping systems, Style 922 outlets are UL /ULC Listed, LPC, Vds /FM approved for branch connections on wet and dry systems. w oo The locating collar engages into the hole prepared in the pipe. When tightened, the assembly compresses the gasket onto the OD of the pipe. The Style 922 Outlet -T is UUFM rated up to 300 psi (2068 kPa) and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, lightwall, Schedule 5 and other specialty pipes.* It is supplied with a clear, rust inhibitive coating. Contact Victaulic for other optional coatings. 'Consult section 10.01 for specific listings /approvals. u� d9 FM See Victaulic publication 10.01 'I for details. "` Nominal Size Hole Inchesrmm Diameter Dimensions - Inches/mlllimeters Approx Pun X Branch +0.061 +1,5 Weight Each FPTf -0.001 -0,0 T` V W y z Ihslkg 1' /4 X '/z V /,c 1.30 1.83 1.10 3.87 2.56 1.0 32 X 15 30,2 33,0 46.5 27.9 98.3 65.0 0,45 P/4 X 3 4 1 1.28 1.83 1.10 3.87 2.56 1.1 32 X 20 3012 32,5 46,5 27,9 983 65,0 0.50 1 X 1 V/,c 1.52 2.18 1.10 3.87 2.56 1.2 32 X 25 30,2 38,6 55,4 27,9 98,3 65,0 0,54 1 /x X '/x 1 1.42 1.95 1.22 4.08 2.56 1.2 40 X 15 30.2 36.1 49,5 31.0 103,6 65.0 1 0,54 1 '/2 X 3 4 1 /,6 1.40 1.95 1.22 4.08 2.56 1.2 40 X 20 30,2 35,6 49,5 31.0 1 103,6 65,0 0,54 1'/2 X 1 1 1.64 2.30 1.22 4.08 2.56 1.3 40 X 25 30.2 413 58,4 31,0 103,6 65,0 0,59 2 X 1 /2 1 1.66 2.19 1.46 4.60 2.56 1.3 50 X 15 30.2 42,2 1 55,6 37,1 116.0 65,0 0,59 2 X 3 /4 1 1.64 2.19 1.46 4.60 2.56 1.4 50 X 20 30,2 413 55.6 37,1 116.8 65,0 0,64 2 X 1 1 1.88 2.54 1.46 4.60 2.56 1.5 50 X 25 30,2 47,8 64.5 37,1 116.8 65.0 060 2 X 1 1 2 1 1.91 2.44 1.71 5.40 2.56 1.6 65 X 15 30,2 48.5 62,0 43,4 137,2 65,0 1 0,73 2'/2 X 3 /4 1 1.89 2.44 1.71 5.40 2.56 1.6 65 X 20 30,2 410 6210 43,4 137,2 6510 0,73 2 X 1 1 2.13 2.79 1.71 5.40 2.56 1.6 65 X 25 30,2 54,1 70,9 43,4 137,2 6510 0,73 76,1 mmX 1 /2 V116 1.91 2.44 1.71 5.50 2.56 1.6 76,1 X 15 30,2 48,5 6210 43,4 1393 6510 0,73 76,1 mmX 3 /4. 1 1.89 2.44 1.71 5.50 2.56 1.6 76,1 X 20 30,2 48,0 62,0 ..43.4 1393 65,0 0,73 76,1mmX 1 1 2.13 2.79 1.71 5.50 2.56 1.7 76.1 X 25 30,2 54.1 70.9 43.4 139.7 65,0 0,80 t Victaulic female threaded products are designed to accommodate standard NPT or ER PT (optional) male pipe threads only. Use of male threaded products with special features, such as probes, dry pendent sprinklers, etc., should be verified as suitable for use with this Vic- taulic product. Failure to verify suitability in advance may result in assembly problems or leakage. 'Center of run to engaged pipe end for NPT threads (dimensions are approximate). 0 REGISTERED TRADEMARK OF VICTAULIC - ® COPYRIGHT 2033 VICTAULIC - PRINTED IN U.S.A. 33558EV6 Victaulic Company ofAmerica- Phone: 1-800- PICK- VIC(1- 800 - 742 - 5842)- Fax:610- 250 -8817- e- mail:pickvic@victaulic.cam Viclaulic Company of Canada- Phone: 905- 884 -7444- Fax:905- 884 -9774• e -mail: viccenadaeRvictaulic.com Victaulic Europe Phone:32 -9- 381 -1500• Fax:32 -9- 380 -4438- e-mail: vicemoSavictaulic.be , � t ��' ' o Victaulic America Latina• Phone: 610- 559 -3300• Fax:610- 559 -3608 e -mail: vicalcavictauliccom c Victaulic Asia Pacific• Phone: 65- 6235 -3035- Fax:65- 6235 -0535- e -mail: vicapoviclauliccom PERFORMANCE Nominal Slze Equivalent Length of V Pipe Inches/mm - -. Feef/meters 1 X 1 8.5 32 x 25 2,6 1' /i X 1 8.5 40 x 25 2,6 2 X 1 8.5 50 x 25 Z6 2%: X 1 8.5 65 X 25 2,6 76,1 mm x 1 815 761 x 25 216 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -395, grade 65- 45 -15, and ASTM A -536, grade 65 -45 -12 Gasket: • Grade "E" EPDM -Type A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Gasket System. Bolts /Nuts: Heat treated carbon steel zinc electroplated track head bolt with a minimum tensile strength of 110,000 psi (758340 kPa). Flanged hex nut, zinc electroplated. This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 2 Style 922 FireLock® Outlet -T VICTAULIC IS AN ISO Par CERTIFIED COMPANY Styles 920 and 920N Mechanical -T® Bolted Branch Outlets PRODUCT DESCRIPTION Styles 920 and 920N Victaulic Mechanical-TO Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross -type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to achieve a cross connection. Style 920 and Style 920N Mechanical -T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized housings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi (3450 kPa) working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or polybutylene (HDPE) pipe. Pressure ratings on HOPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 92ON are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical -T Styles 920 and 920N must be installed so that the main and branch connections are a true 90° angle when permanently attached to the pipeline surface. MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A -536, grade 65- 45 -12, with orange enamel coating. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. • Optional: Hot dipped galvanized Gasket: (Specify choice *) • Grade "E" EPDM EPDM (Green color code). Temperature range -307 to +2307 ( -34 °C to +110 °C). Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL Classified in accordance with ANSUNSF 61 for cold +86'F ( +30 °C) and hot +180 °F ( +82 °C) NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nitrile (Orange color code). Temperature range -20 °F to +180 °F ( -29 *C to +82 °C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range, Not recommended for hot water services over +150 °F ( +66 °C) or for hot dry air over +140 °F ( +60`C). *Services listed are General Service Recommendations only It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts /Nuts: Heat- treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A -449 and physical requirements of ASTM A -183. - 0 COPYFIGHT2005 VICTAULIC -PRINTED IN U.S.A. -SKU AVVCAS DUCL 1480 REV 11 United States- Phone: 1-800- PICK -VIC(1 -800- 742 - 5842). Fax:610- 250 -8817• e-mail: pickviC@viMUlkeom Canada- Phone: 905 -884 -7444• Fax: 905 -884 -9774• e-mail: viccanada @victaulicCom Europe- Phone: 32 -9- 381 -1500• Fax:32 -9- 380 -4438• e-mail: viceurosavicomlicbe UK. Phone: 44(0)1438741100• Fax:44(0)1438313883• e-mail: viceuroevinaulicbe Central and South America• Phone: 610- 5593300• Fax:610- 559 -3608• e-mail: vica0victaulk.com Australasia- Phone: 86 -21- 58855151• Fax:86 -21- 58851298• e- mail:vicap @viclaulk.com A ictaiulic FM See late lie P Iication for details See chart on page 5 forpressure ratings. Victaulic Mechanical-TO Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross -type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to achieve a cross connection. Style 920 and Style 920N Mechanical -T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized housings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi (3450 kPa) working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or polybutylene (HDPE) pipe. Pressure ratings on HOPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 92ON are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical -T Styles 920 and 920N must be installed so that the main and branch connections are a true 90° angle when permanently attached to the pipeline surface. MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A -536, grade 65- 45 -12, with orange enamel coating. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. • Optional: Hot dipped galvanized Gasket: (Specify choice *) • Grade "E" EPDM EPDM (Green color code). Temperature range -307 to +2307 ( -34 °C to +110 °C). Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL Classified in accordance with ANSUNSF 61 for cold +86'F ( +30 °C) and hot +180 °F ( +82 °C) NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nitrile (Orange color code). Temperature range -20 °F to +180 °F ( -29 *C to +82 °C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range, Not recommended for hot water services over +150 °F ( +66 °C) or for hot dry air over +140 °F ( +60`C). *Services listed are General Service Recommendations only It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts /Nuts: Heat- treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A -449 and physical requirements of ASTM A -183. - 0 COPYFIGHT2005 VICTAULIC -PRINTED IN U.S.A. -SKU AVVCAS DUCL 1480 REV 11 United States- Phone: 1-800- PICK -VIC(1 -800- 742 - 5842). Fax:610- 250 -8817• e-mail: pickviC@viMUlkeom Canada- Phone: 905 -884 -7444• Fax: 905 -884 -9774• e-mail: viccanada @victaulicCom Europe- Phone: 32 -9- 381 -1500• Fax:32 -9- 380 -4438• e-mail: viceurosavicomlicbe UK. Phone: 44(0)1438741100• Fax:44(0)1438313883• e-mail: viceuroevinaulicbe Central and South America• Phone: 610- 5593300• Fax:610- 559 -3608• e-mail: vica0victaulk.com Australasia- Phone: 86 -21- 58855151• Fax:86 -21- 58851298• e- mail:vicap @viclaulk.com A ictaiulic DIMENSIONS lil �� 17u 1 I S Ivl • 1 ' I Styles 920 and 920N w /Female Threaded Outlet NOTE: Style 920 and Style 920N housings cannot be mated to achieve cross connections. �t- ,� These new size Style t7Ez� 920N products require a different hole size than the Style 920 it replaces, for proper installation. use reunion to assure the proper size hole is prepared for the specific size and style used. Failure to use the proper hole size could result in joint leakage and property damage. i ame continued on page 5. See notes on page 4. 2 Styles 920 and 920N Mechanical -TO Bolted Branch Outlets Max. Dimensions - Inches/millimelers Aprx. SIZE Work Hole Fem.. Wgt Each Run X Branch Press. Dle. Thd. Grv. LbsJkg Fem. Nominal Inches Style PSI +0.13 V V mm No. kPa -0.00 T" $# $ W V Z Thd. Grv. 2 X 92 (a) 500 1.50 2.00 2.53 - 1.61 5.35 2.75 3.1 - 50 X 15 920N 3450 381 51 64 - 41 136 70 1.5 - X a /4 (a) 500 1.50 1.97 2.53 - 1.61 5.35 2.75 3.1 - X 20 g20N 3450 38,1 50 64 - 41 136 70 1,5 - X 1 (a) 920N 500 1.50 1.85 2.53 - 1.61 5.35 2.75 3.0 - X 25 3450 38,1 47 64 - 41 136 70 1,4 - X 19, (a) t 920N 500 1.75 2,05 2.75 3.00 1.61 5.35 3.00 3.5 3.2 X 32 3450 44,5 52 70 76 41 136 76 1.7 1.5 X 1 (a) t 920N 500 1.75 2.03 2.75 3.12 1.61 5.35 3.25 3.6 3.2 X 40 3450 44,5 52 70 79 41 136 83 1.7 1.5 2 X Y, (a) 500 1.50 2.21 2.74 - 1.86 5.64 2.75 3.0 - 65 X 15 920N 3450 38,1 56 70 - 47 143 70 1.4 - X 1 4 (a) 920N 500 1.50 2.18 2.74 - t86 5.64 2.75 3.0 - X 20 3450 38.1 55 70 - 47 143 70 1,4 - X 1 (a) 500 1.50 2.06 2.74 - 1.86 5.64 2.75 2.9 - X 25 920N 3450 3811 52 70 - 47 143 70 1,4 - X P/a t (a) 500 l;;'F a@ 230 3.00 3.25 1.86 6.29 3.00 3.5 12 X 32 920N 3450 5`_q;4<5? 58 76 83 47 160 76 1,7 1.5 X 1 t (a) 500 2.00 2.28 3.00 3.25 1.86 6.26 3.25 3.6 13 X 40 920N 3450 50.8 58 76 83 47 159 83 17 116 76,1 mm X 1 12 (a) 920 300 1.50 2.22 2.75 - 1.88 6.46 3.16 3.9 - X 15 2065 38,1 56 70- 48 164 80 1,8 - X 3 s (a) 300 1.50 2.19 275 - 1.88 6.46 3.16 3.9 - X 20 920 2065 1 38.1 1 56 70 48 1 164 80 1 1.8 X 1 (a) 300 1.50 2.07 2.75 - 1.88 6.46 3.16 3.8 - X 25 920 2065 38,1 53 70 - 48 164 80 1.7 - X P/, (a) .r g20N 500 1.75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 3.2 X 32 3450 44,5 58 76 84 49 160 76 116 L5 X 142 (a) g20N 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 X 40 3450 50,8 58 76 84 49 160 83 t6 1.5 3 X 42 (a) 500 1.50 2.52 3.05 - 2.28 6.15 2.75 3.4 - 80 X 15 920N 3450 38.1 64 78 - 58 156 70 1.6 X '/, (a) 920N 500 1.50 2.49 3.05 - 2.28 6.15 2,75 3.4 - X 20 3450 3811 63 78 - 50 156 70 1.6 - X 1 (a) g20N 500 1.50 2.38 3.06 - 2.28 6.15 2.75 3.3 - X 25 3450 1 38.1 1 61 78 58 1 156 70 1 1,8 X 1114 (8) t 500 T?3 = 2.56 3.25 3.56 2.29 1 6.15 3.00 3.8 3.7 X 32(b) 920N 3450 _ 65 83 90 58 1 156 75 1,8 1.8 X 142 (a) t 500 2.00 2,78 3.50 3.56 2.28 6.15 3,25 4.1 3.8 X 40(b) 920N 3450 50.8 71 89 90 50 156 83 1,9 1,8 X 2 (a) 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 X 50 g20N 3450 63,5 70 89 90 58 172 99 2.3 2,1 392 X 2 92ON 500 2.50 - - 3.75 2.44 6.72 3.88 - 3.8 90 X 50 3450 63,5 - - 95 62 171 99 - 1,8 4 X 11z (a) 920N 500 1.50 3.03 3.56 - 2.69 7.01 2.75 3.7 - 100 X 15 3450 38,1 77 90 - 68 178 10 1,8 X '/, (a) 500 1.50 3.00 3.56 - 2.69 7.01 2.75 3.7 - X 20 g20N 3450 J 38,1 1 76 90 1 - 68 178 70 1 t8 - X 1 (a) 920N 500 1.50 2.88 3.56 - 2.69 7.01 2.75 3.6 - X 25 3450 38,1 73 90 68 178 70 1.8 X 144 (a) t 500 AFJ,61 3.08 3.78 4.00 . 2.69 7.01 3.00 4.0- 3.6 X 32 (b) 920N 3450 »:4,�N5 78 96 102 68 1 178 76 119 1.8 X 1%(a)f 920N 500 2.00 3.28 4.00 4.00 2.69 7.01 3.25 4.2 3.9 X 40 (b) 3450 50.8 83 102 102 68 178 83 20 Is - X 2 (a) t 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 X 50 920N 3450 63.5 83 102 102 60 178 99 2.3 2,1 X 2112 (a) t 500 2.75 2.88 4.00 4.00 2.69 7.34 4.63 5.8 5.0 X 65 920 3450 69.9 73 102 102 68 186 118 2.6 2.3 X 76.1 mm 920 500 2.75 - - 4,00 2.69 7.34 4.63 - 6.4 3450 1 69,9 1 - - 102 68 186 118 - 2,9 X 3 (a) T 500 3.50 3.31 4.50 1 4.12 2.69 7.73 5.12 8.4 6.4 X 80 920 3450 88 84 114 105 68 196 130 3,8 2,9 i ame continued on page 5. See notes on page 4. 2 Styles 920 and 920N Mechanical -TO Bolted Branch Outlets DIMENSIONS In ^ uu li-Il1/ WENE Styles 920 and 92ON w(Female Threaded Outlet NOTE: Style 920 and Style 920N housings cannot be mated to achieve cross connections. These new size Style p ' 920N products require different hole size than 3 the Style 920 it replaces, for proper installation. use caution to assure the proper size hole is prepared for the specific size and style used. Failure to use the proper hole size could result in joint leakage and property damage. SIZE Max. Hole Dimensions - Inches(millimstars Aprx.Wgt.Ea. Bun X Branch Work Dia. LbsJkg Fem. Fem. Nominallnches Style Press. +0.13 Thd. Ent. MITI No. PSVkPa -0.00 T" Vtq V W y Z Thd. Gn. 108,0 mm X P/4 (a) 500 1.75 3.08 3.78 - 2.63 7.64 3.05 5.0 - X 32 920N 3450 44.5 78 96 - 67 194 78 2,3 - X P12 (a) 500 2.00 3.28 4.00 - 2.63 7.64 3.25 5.0 - x 40 920N 3450 50.8 83 102 - 67 194 63 2.3 - X 2 (a) 500 2.50 3.25 4.00 - 2.63 7.64 4.00 4.0 - X 50 920N 3450 63,5 83 102 - 67 194 102 T9 76.1 mm 920 500 2.75 2.88 4.00 - 4.00 2.63 7.64 4.29 8.0 - 3450 69.9 73 102 102 67 194 109 3,6 - X 3 (a) 500 3.50 3.31 4,50 - 2.63 7.63 4.88 6.8 6.5 X 80 920 3450 8819 84 114 - 67 194 124 3,1 310 5 X 1 (a) Y 500 2.00 4.03 4.75 4.75 3.16 9.70 3.69 7.4 7,6 125 X 40 920 3450 50,a 102 121 121 80 246 94 3,4 3,4 X 2 (a) Y 500 2.50 4.00 4.75 4.75 3.16 9.70 4.38 8.2 8.0 X 50 920 3450 .63,5 102 121 121 80 246 ill 3,7 3,6 X 2 (a) t 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 8.3 7.9 X 65 920 3450 6919 92 121 121 80 246 118 3.8 3,6 X 3 (a) 1 500 3.50 3.81 5.00 4.63 3.16 9.70 5.31 8.4 8.8 X 80 920 3450 00.9 97 127 118 80 246 135 3,8 4.0 133,0 mm X 2 500 2.50 3.75 4.50 -- 3.17 8.00 3.88 8.0 - X 50 g20N 3450 63,5 95 114 81 203 99 3,6 - X 3 500 3.50 3.81 5.00 - 3.00 9.46 5.31 8.0 - X 80 926 3450 88.9 97 127 - 76 240 135 3.6 - 139,7 mm X 1 1 920N 500 2.00 3.78 4.50 - 3.30 8.23 3.25 7.0 - X 40 3450 50,8 96 114 - 84 209 83 3,2 - X 21 500 2.50 3.75 4,50 - 3.30 8.23 3.88 9.0 - X 50 920N 3450 63,5 95 114 - 84 209 99 4.1 X 76,1 mm (a)(b) 920 500 2.75 3.63 4.75 - 3.13 MIS 4.63 8.8 - 3450 69,9 92 121 - so 250 118 4,0 - X 76,1 mm. 920 500 3.50 - - 4.63 316 9.70 5.31 11.0 - 3450 8819 - - 118 80 246 135 510 - X 3 500 3.50 3.81 5.00 4.63 3.16 9.85 5.38 14.0 14.2 X 80.9 920 3450 80.9 96.80 127 118 80 250 137 6.4 6,4 6 X I'1, 500 175::. 4.43 5.13- - 3.79 9.15 3.25 - 4.8 150 X 32 (b) 920N 3450 .:� 112 130 - 96 232 83 - 2,2 X 1 (a) Y 920N 500 2.00 4.40 5.12 5.13 339 9.15 125 5.4 5.1 X 40(b) 3450 50.8 112 130 130 96 232 83 24 2,3 X 2 (a) Y 920N 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 X 50 3450 63,5 111 130 130 96 232 99 2,7 2,5 X 2 (a) 1 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 8.3 7.6 X 65 920 3450 69,9 110 130 130 94 267 118 3,8 3,4 X 76,1 mm (a)(b) 920 500 2.75 -� - 5.21 3.69 10.51 4.63 - 8.4 3450 69,9 132 94 267 118 - 3.8 X 3 (a) 1 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31 9.9 8.4 X 80 920 3450 80,9 110 140 130 94 267 1 135 4,5 3,8 X 4 (a) 1 500 4.50 3.81 5.75 5.38 3.69 10,51 6.25 10.1 10.1 X 100 920 3450 114,3 97 146 137 94 267 159 4,6 4,6 159,0 mm X 1 V4 500 1.75 4.43 5.13 - 3.63 9.40 3.25 9.0 8.7 X 32 920N 3450 44.5 113 130 - 92 239 83 4.1 4.0 X TV2 (a) 500 2.00 4.41 5.13 - 3.63 9.40 3.25 7.8 - X 40 920N 3450 50,8 112 130 - 92 239 83 3.5 - X 2 (a) 500 2,50 4.38 5.13 - 3.63 9.40 3.88 8.0 - X 50 920N 3450 63,5 111 130 - 92 239 99 3,6 - X 76,1 920 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 mm 3450 6919 111 140 130 92 239 118 4,3 4,3 X 3 500 3,50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 X 80 920 3450 88,9 110 140 130 92 239 1 135 3.7 6,4 X 108,0 mm 920 500 4.50 - - 5.38 3.63 9.40 1 6.12 - 10.0 3450 114,3 - 137 92 239 155 - 1 4.5 X 4 920 500 4.50 3.81. 5,75 - 3.63 9.40 6.25 18.0 - 100 3450 114.3 96.80 146 - 92 239 159. 8,2 - I ado continued on page 4, see notes on page 4. Styles 920 and 920N Mechanical -T® Bolted Branch Outlets 3 DIMENSIONS M -" WIN Styles 920 and 920N w /Female Threaded Outlet NOTE: Style 920 and Style 920N housings cannot be mated to achieve cross connections. These new size Style AEM1 >: 920N products requirea #10t,E $fig different hole size than Y the Style 920 it replaces, for proper installation. Use caution to assure the proper size hole is prepared for the specific size and style used. Failure to use the proper hole size could result in joint leakage and property damage. NOTES "Center of run to engaged pipe end, female threaded outlet only (Dimen- sions approximate). T Available with grooved or female threaded outlet. Specify choice an order. 4 Center of run to end of fitting. k Female threaded outlets are avail- able to NPT and BSPT specifications. (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPT" clearly on order. (b) For 76.1 mm threaded outlet, specify 242' BSp'r clearly on order. SIZE Max. Hole Dimensions - Inches/millimeters Fem. Hun X Branch Work Dla. - _ Nominal Inches Style Press. +0.13 Thd. Grv. Apra. Wgt. Ea. mm No. PSVkPa -0.00 T" V #k V# W y Z Lbslkg 165,1 mm X 1 500 1.50 8.0 - X 25 920 3450 38.1 99 116 - 96 237 70 3,6 - X 1 500 1.75 4.43 5.13 - 3.79 9.34 3.25 8.4 - X 32 920 3450 44,5 113 130 96 237 83 3,6 - X 1 V2 (a) Y 500 2.00 4.41 5.13 - 179 9.34 3.25 8.4 - X 40 920 3450 50,8 112 130 96 237 83 310 - X 2 (a) t 500 2.50 4.38 5.13 - 3.79 9.34 3.88 8.5 - X 50 920 3450 63.5 1 111 130 - 96 237 99 3,9 - X 2 Y 500 2.75 4.01 5.13 - 3.63 10.51 4.63 8.6 7.6 X 65 920 3450 69,9 110 130 92 267 118 319 3.4 X 76,1 mm (a)(b) 920 500 2.75 4.01 5.13 5.21 3.63 10.51 4,63 8.6 7.6 3450 6919 110 130 132 92 1 267 118 3,9 3,4 X 3 (a) Y 920 500 3.50 4.31 5.50 5.13 3.63 10.51 5.31 10.2 8.4 X 00 3450 68,9 110 140 130 92 267 135 4,6 3,8 X 4 (a) Y 920 500 4.50 181 5.75 5.38 3.63 10.51 6.25 10.5 8A X 100 3450 114.3 97 146 137 92 267 159 4,8 318 8 X 2 (a) 500 2.75 5.44 6.19 - 4.81 12.42 4.50 11.6 - 200 X 50 920 3450 6919 138 157 - 122 316 114 53 - X 2112 (a) Y 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 X 65 920 3450 69,9 129 157 157 122 316 114 5.3 5.3 X 3 (a) i 500 3.50 5.31 650 6,50 4.81 12.42 5.31 12.6 11.6 X 80 920 3450 88.9 135 165 165 122 316 135 5,7 5,3 X 4 (a) t 500 4.50 4.81 6.75 6.38 4.81 12.42 6.25 15.3 12.5 X 100 920 3450 114,3 122 171 162 122 316 159 6,9 5.7 4 Styles 920 and 920N Mechanical -TO Bolted Branch Outlets FLOW DATA Exaggerated for Clarify Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 90ON and 929 Mechanical -T fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship to the right. Cv Values Values for flow of water at +60°F ( +16 °C) are shown in the table at right. OUTLET SIZE Equivalent Length OUTLETSIZE Equivalent Length - - - -- -- - - Feetimeter of Pipe Pacificator of Pipe Nominal Actual Actual Nominal Actual Outside Nominal Diameter Out Ola. Nominal Female Diameter Out Dia. Diameter Female InJmm InJmm Grooved Threaded InJmm InJimm Grooved Threaded Values 0.840 - 2.0 2 2.375 9.0 10.5 15 213 - 0,6 50 6013 2,7 3.2 2 / 4 1.050 - 4.0 242 2.875 11.0 12.5 20 26.7 - 1,2 65 73,0 3,4 3.8 1 1.315 - 5.0 3 3.500 13.5 15.5 25 3317 - 1,5 80 88,9 4.1 4,7 1 1 /4 1.660 5.5 6.0 4 4.500 20.0 22.0 32 424 13 LB 100 1 114.3 1 6.1 1 6.7 1'h 1.900 7.0 8.0 30. 40 40 48,3 2.1 2.4 8.625 Formulas for CV Values: AP = C V Q = C Where: Q = Flow (GPM) Cv = Flow Coefficient AP = Pressure Drop (psi) Pipe Size Pipe Sae Fated Working Pressures Pipe Size Actual Actual Actual Nominal Outside Outside Nominal Outside Nominal Outside Diameter Diameter Diameter CV Diameter Diameter ev Diameter Diameter Cv Inches/mm Inchesrmm Values Inches/mm terrestrial Values inchesrmm Inchesimm Values 4z 0.840 17 1' /" 1,660 45 242 2.875 135 15 21.3 32 42.4 300 65 73,0 73,0 -114,3 2 /4 1.050 2065 1 V2 1.900 2 - 4 3 3.500 20 26.7 21, 40 48.3 60 80 88,9 200 1 1.315 6.625 2 2.375 300 4 4.500 150 25 333 25 50 60,3 160 100 114,3 400 APPROVED PRESSURE RATINGS The information provided below is based on the latest listing and approval data atthe time of publication. Listings /Approvals are subject to change and /or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. IVU I nm iv refers ra useor,vpprovea ccneaue io steel spnnrcler pipe. 40 refers to Listed /Approved Schedule 40 steel sprinkler pipe. DF refers to UstediApproved Dyna -Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed /Approved Super -Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations, Styles 920 and 920N Mechanical -TI Bolted Branch Outlets 5 Fated Working Pressures Nun Stu PSVkPa Actual Nominal Outside Diameter Diameter Outlet Size Pipe Material Inchesrmm Inchesimm Schedule UL ULC FM 2' /2 - 6 2.875 - 6.625 400 400 400 65 -150 73.0 -168.3 All 10,40 2755 2755 2755 2 2.875 - 4.500 300 300 300 65 -100 73,0 -114,3 All DF 2065 2065 2065 2 - 4 2.875 4.500 300 300 300 6 100 5 73,0 -114,3 All $F 2065 2065 2065 6 6.625 3, 4 10 300 300 250 150 168,3 2065 2065 1724 6 6.625 300 300 300 150 168,3 3,4 30. 40 2065 2065 2065 8 8.625 400 - - 200 219.1 2 /z 10. 40 2755 - 8 8.625 300 - 250 200 219.1 3,4 10 2065 - 1724 8 8.625 300 - 300 200 2181 3,4 30, 40 2065 - 2065 IVU I nm iv refers ra useor,vpprovea ccneaue io steel spnnrcler pipe. 40 refers to Listed /Approved Schedule 40 steel sprinkler pipe. DF refers to UstediApproved Dyna -Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed /Approved Super -Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations, Styles 920 and 920N Mechanical -TI Bolted Branch Outlets 5 FIG. 99 ALL THREAD ROD CUT TO LENGTH Size Range - 3/8 thru 7/8 inch rod in 1 inch increments. Material - Carbon Steel Maximum Temperature - 750 °F Finish - Plain, Electro- Galvanized, and Stainless Steel. Order By - Figure number, rod diameter, rod length, and finish. MAX)OK LOADLRS. JIM r VICE . 610 540 1130 1010 1810 1610 2710 2420 3770 3360 FIG. 100 ALL THREAD ROD FULL LENGTHS Size Range - 1/4 thru 1.1/2 inch rod in 10'-0" lengths. Material - Carbon Steel Maximum Temperature - 750 - F Finish - Plain, Electro- Galvanized, and Stainless Steel, Order By - Figure number, rod diameter, and finish. MAX. REC. LOAD LBS. APPROX. ROD FOR SERV[CETEMPS WEIGHT SIZE d50 °F 750 °F PER 100 FT. FIG. 200 "TRIMLINE" ADJUSTABLE RING HANGER Size Range - 1/2 thru 8 inch pipe. Material - Steel, Mil. Galvanized to G -90 speci- fication. Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Spring tension on swivel nut holds it securely in hanger before installation. Swivel nut is easily removed. Approvals - Underwriters' Laboratories listed and Factory Mutual Engineering approved. Conforms to Federal Specification WW- H -171E, type 10, and Manufacturers Standardization Society SP -69, type 10. Maximum Temperature - 650 °F Finish - Mil. Galvanized, HDG, and Stainless Steel Order By - Figure number and pipe size. Fig. 6 - Riser Clamp Fig. 6F - Felt Lined Riser Clamp` Fig. 6PVC - PVC Coated Riser Clamp Size Range — (Fig. 6) 1/2" thru 20" pipe (Fig, 6F) 1/2" thru 2' /2" copper tubing (Fig. 6PVC) 1/2" thru 6" pipe Material — Carbon Steel Insulation Material — (Fig. 6F) 3/16" felt. Function — Used for supporting vertical piping. Approvals — Underwriters' Laboratories Listed In the USA (UL), Canada (cUL) 112" - 8 ". Factory Mutual Engineering Approved, 3/4" thru 8 ". Conforms to Federal Specification WW- H -171E, Type 8, 314" thru 20" and Manufacturers Standardization Society SP -69, Type 8. Maximum Temperature — 650 °F Finish — Plain Note — Available in Electro- Galvanized and HDG finish or Stainless Steel materials. Order By — (Fig. 6 and Fig. 6PVC) pipe size and finish. (Fig. 6F) copper tube size and finish. (Fig. 6F is available for Iron Pipe Size, consult factory. Fig. 6PVC rig. er Size A B C Bolt Size ' ' APProx red 1 6. IA. m nn /4 3/4 , 1/2 1'7, 3/8 255 144 _ 1 9'! 9,1. 1/2 1' /a 3/8 255 144 91 /1= 112 1 1 !1 3/8 255 147 1 1 !, 9"/„ 1/2 1 318 255 150 1' /z 10% 1/2 1' 12 318 255 153 2 10 3 / 1/2 2 318 255 165 - 2'h 11 5/8 2'/, 3/8 390 228 3 72 518 3 3/8 530 246 39, 13 518 37, 112 670 264 4 139, 314 3% 112 810 347 5 14'/, 3/4 4 112 1160 385 15 /w 718 4r /e 112 1570 564 8 10 18% 20 1 5 5/8 2500 1017 1 7 5/8 2500 1138 12 224 1 8'/. 5/8 2700 1759 14 9a J1L 26 11/8 10 314 2900 3245 18 28 1' /, 1 Pb 3/4 2900 3372 20 30 13/8 12'/, 3/4 2900 3499 Orrice /Manufacturing Facility • 1375 Sampson Ave. - Corona, CA 92879 • PA: 951.737.5599 • Fax: 951337,0330 Customer Service • 800.786.5266 www101M.com 3.2.1 General Application Fasteners PowderActuated Fastening Systems 3.2.1.1 Product Description (cont'd) General application powder actuated fasteners include a wide variety of nails and threaded studs for fastening to steel and concrete. 1 /4 11 -20 Studs X- EW6111-11, 20, 28, 38 Shank diameter 0.145" (3.7 mm) for steel. Packaged in boxes of 100. Thread Shank Description in. in. EW6H -20 -12 FPS 3/4 1/2 3/8" -16 Studs Thread Length in. (mm) 7/16(11) Shank diameter 0.205" (5.2 mm) for concrete. Packaged in boxes of 100. The Hilti X -AL -H Powder Actuated Fastener is designed for fastening into high Thread Shank Shank Length Shank Dia. - n Description in. (mm) Description in. in. WIO -30 -27 P10 1 -3/16 1 W10 -30 -32 P10 1 -3/16 1 -1/4 W10 -30 -42 P10 1 -3/16 1 -5/8 3/8 16 Studs DNI 72 P8S36 2-7/8(72) Shank diameter 0.205" (5.2 mm) for steel. Packaged in boxes of 100. X- AL -H14 THP Thread Shank X- AL -1­116 P8 5/8(16) 0.145 (3.7) X- AL -1­119 P8/THP 3/4(19) Description in. in. 0.158 (4.0) X- AL -H27 P8 1 (27) 0.177 (4.5) EW1 0-30-15 P1 0 1 -3/16 5/8 X -ZF Fasteners with pre- mounted 23 mm and 36 mm X- AL -H37 P8 Diameter Steel Washers 0.177 (4.5) Combos include 1000 fasteners and boosters packaged separately. 1-5/8(42) Length Shank Dia. 1-7/8(47) Description in. (mm) in. 2 (52) ZF 27 P8S23 1 (27) 0.138 2-1/4(57) ZF 32 P8S23 1-1/4(32) 0.138 2-1/2(62) ZF37P8S23 1- 1/2(37) 0.138 X -DNI Fasteners with 15 mm and 36 mm Thread Length in. (mm) 7/16(11) Diameter Steel Washers The Hilti X -AL -H Powder Actuated Fastener is designed for fastening into high Pre - mounted steel washer with DNI 32 P8 and DNI 72 P8 beyond the limits for standard fasteners. This zinc Shank Length Shank Dia. - n Description in. (mm) in. p11Y- R� -II_� DNI 27 P8S15 1 (27) 0.145 in. (mm) DNI 32P8S15 1- 1/4(32) 0.145 DNI 32P8S36 1- 1/4(32) 0.145 DNI 72 P8S36 2-7/8(72) 0.145 Visit Hilti Online www.us.hiltf.com US www.ca.hilti.com Canada X -AL -H Thread Length in. (mm) 7/16(11) Shank Length in. (mm) 1/2(12) The Hilti X -AL -H Powder Actuated Fastener is designed for fastening into high strength concrete (4500 -7200 psi) and steel (A 36 -A 572 Grade 65) which is beyond the limits for standard fasteners. This zinc plated fastener is available in lengths from 1/2" (12 mm) to 2 -7/8" (72 mm). X- CRW6 -22 -12 FP8 7/8(22) 1/2(12) Shank Length Shank Dia. Description in. (mm) in. (mm) X- CRM8- 9 -12P10 X- AL- Hl 2THP 1/2(12) 0.145 (3.7) X- CRM8- 9 -12P8 X- CRM8- 15 -12P10 X- AL -H14 THP 9/16(14) 0.145 (3.7) X- AL -1­116 P8 5/8(16) 0.145 (3.7) X- AL -1­119 P8/THP 3/4(19) 0.158 (4.0) X- AL -H22 P8/ 7/8(22) 0.158 (4.0) X- AL -H27 P8 1 (27) 0.177 (4.5) X- AL -H32 P8 1-1/4(32) 0.177 (4.5) X- AL -H37 P8 1-1/2(37) 0.177 (4.5) X- AL -H42 P8 1-5/8(42) 0.177 (4.5) X- AL -1-147 P8 1-7/8(47) 0.177 (4.5) X- AL -H52 P8 2 (52) 0.177 (4.51 X- AL -H57 P8 2-1/4(57) 0.177 (4.5) X- AL -H62 P8 2-1/2(62) 0.177 (4.5) X- AL -H67 P8 2-5/8(67) 0.177 (4.5) X- AL -H72 P8 2- 7/8(72) 0.177 (4.5) X -CR The Hilti X -CR Corrosion Resistant Fastener is a powder actuated stainless steel fastener. Made from a proprietary material, the X -CR provides a level of corro- sion resistance equivalent to AISI 316 stainless steel and is available in lengths from 9/16" (14 mm) to 2 -1/8" (54 mm). Shank Length Shank Dia. Description in. from) in. (rare) X -CR14 P8 9/16(14) 0.145 (3.7) X -CR16 P8 5/8(16) 0.145 (3.7) X -CR18 P8 11/16(18) 0.145 (3.7) X -CR21 P8 13/16(21) 0.145 (3.7) X -CR24 P8 15/16(24) 0.145 (3.7) X -CR29 P8 1-1/8(29) 0.145 (3.7) X -CR34 P8 1-5/16(34) 0.145 (37) X -CR39 P8 1-9/16(39) 0.145 (3.7) X -CR44 P8 1-3/4(44) 0.158 (4.0) X -CR54 P8 2-1/8(54) 0.158 (4.0) nftlp �uBl Description X- CRW6 -11 -12 FP8 Thread Length in. (mm) 7/16(11) Shank Length in. (mm) 1/2(12) Shank Dia. in. (mm) 0.145 (3.7) X- CRW6 -11 -27 FP8 7/16(11) 1-1/16(27) 0.145 (3.7) X- CRW6 -22 -12 FP8 7/8(22) 1/2(12) 0.145 (3.7) X- CRW6 -22 -27 FP8 7/8(22) 1-1/16(27) 0.145 (3.7) X- CRM8- 9 -12P10 11/32(9) 1/2(12) 0.158 (4.0) X- CRM8- 9 -12P8 X- CRM8- 15 -12P10 11/32(9) 5/8(15) 1/2(12) 1/2(12) 0.158 (4.0) 0.158 (4.0) X- CRM8- 15 -12P8 5/805) 1/2(12) 0.158 (4.0) X-CRW1 0-24-12P1 0 1 (24) 1/2(12) 0.158 (4.0) Fastener Nomenclature' S Stud Nomenclature' Head Waiametepezand p t. The fastener name preceded an 'E" 2 2.P= Plastic washer Thread Size Thread Length Configuration' piamefer mm - - ED Shank fori improved indicates holding in steel. D D d S= ( (mm) D 1111 II � Shank D'eme Washer T - Washers Rread Sire 24 ® US 1- 800 - 879 -8000 1 Hilti Product Technical Guide 2004 1 Canada 1- 800 - 363 -4458 4.3.8 HDI & HDI -L Drop -In Anchor 4.3.8.1 Product Description 4.3.8.2 Material Specifications 4.3.8.3 Technical Data - - 4.3.8.4 Installation Instructions 4.3.8.5 Ordering Information a( au " Listings /ADDrovals ICC -ES (International Code Council) ER -2895 (HDI Only) COLA (City of Los Angeles) Research Report No. 23709 (HDI Only) FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems /8" - 3/4 ") (HDI and HDI -L) UL (Underwriters Laboratories) UL 203 Pipe Hanger Equipment for Fire Protection Services (3/8" - 3/4 ") 4.3.8.1 Product Description The Hilti HDI /HDI -L Drop -In anchor is an Intelligent expansion section internally threaded, flush mounted adapts to the base material and expansion anchor for use in concrete. reduces number of 5/8 hammer blows up to 50% (HDI -L) Product Features Guide Specifications moil • Anchor, setting tool and Hilti drill bit form a matched tolerance system to provide reliable fastenings • Below surface setting for easy patchwork • Allows shallow embedment without sacrificing performance • Lip provides flush installation, consistent anchor depth, and easy rod alignment (HDI -L) • Lip allows accurate flush surface setting, independent of hole depth (HDI -L) • Ideal for repetitive fastenings with threaded rods of equal length Expansion Anchor Expansion anchors shall be flush or shell type and zinc plated in accordance with ASTM B 633, SC 1, Type III. Anchors shall be Hilti HDI/HDI -L anchors as supplied by Hilti. Installation Install shell or flush type anchors in holes drilled with Hilt! carbide tipped drill bits. Install anchors as per manufacturer's recommendations. 4.3.8.2 Material Specifications HDI /HDI -L, 1/4 ", 3/8 ", 1/2 ", and HDI 5/8" and 3/4" are manufactured from mild carbon steel which is plated with a zinc finish for corrosion protection in accordance with ASTM B 633, SC 1, Type III HDI Stainless Steel material meets the requirements of AIS1303 4.3.8.3 Technical Data HDI /HDI -L Specification Table Anchor HDI /HDI -L HDI 1/4 3/8 1/2 5/8 3/4 Size in. Details (mm) (6.4) (9.5) (12.7) (15.9) (19.1) d blt Bit diameter' in. 318 1/2 5/8 27/32 1 h ° °m Std. depth of embed. in. 1 1 -9/16 2 2 -9/16 3 -3/16 e Anchor length (mm) (25) (40) (51) (65) (81) h Hole depth e, Useable thread in. 7/16 5/8 11/16 7/8 1 -3/8 length (mm) (11) 1 (15) (17) 1 (22) (34) Threads per inch 20 16 13 11 10 h min. base material in. 3 3 -1/8 4 5 -1/8 6 -3/8 thickness (mm) (76) (79) (102) (130) (162) T, max. tightening No 4 11 22 37 80 torque (Nm) (5.4) (14.9) (29.8) (50.2) (108.5) 1 For Hill matched tolerance carbide tipped doll bits, see section 8.4.1. Combined Shear and Tension Loading / N d \ 5/+ / v \ 5/3 < 1.0 (Ref. Section 4.1.2.7) I \ Nrec / 1 \ Urec / ��11"i Ei^. wi�4a+. -= '-rs°'.w m> :::�� ca9_ :..,...>. .._ :K.=..z. "::° -' .rn �:. .>n .'Sti.,,=- .. ..... .......nt. W' r '-n�= � .v a:GY5 %tJ;{ V,3' L'_ 252 Hilti, Inc. NS) 1- 800 - 879 -8000 1 w .us.hilti.com I an espanol 1- 800 - 879 -5000 1 Hilti (Canada) Corp. 1- 800 - 363 -4458 1 w .ca.hiltixom I product Technical Guide 2006 HDI 1& HDI -L Drop -In Anchor 4.3.8 Carbon Steel HDI Allowable Loads in Concrete Anchorsize 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) m.(ne) Tension _lb (M) . - .Shear.. lb (M) Tension - Ib (M) Shear III (kN) Tension lb (M) Shear III (kN). 530 (2.4) HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI -L 114 ( 6.4) 500 ( 2.2) 500 (2.2) 450 ( 8.0) 450 (8.0) 570 ( 2.5) 570 (2.5) 625 ( 2.8) - 625 (2.8) 790 ( 3.5) 790 (3.5) 700 ( 3.1) 700 ( 3.1) 3/8(9.5) 890 ( 4.0) 890 (4.0) 965 ( 4.3) 965 (4.3) 1115 ( 5.0) 1115 (5.0) 1250 ( 5.61 1250 (5.6) 1360 ( 6.0) 1360 ( 6.0) 15M ( 6.7) 1500 ( 6.7) 112 (12.7) 1120( 5.0) 1120(5.0) 1500( 6.7) 1500 (6.7) 1785( 7.9) 1785(7.9) 2125( 9.r) 1940(8.6) 2345(10.4) 2345(10.4) 2500(11.1) 2550(11.1) 5/8 (15.9) 1875 ( 8.3) - 2500 (11.1) - 2920 (13.0) - 3250 (14.5) - 3715 (16.5) - 3750 (16.7f - 3/4 (19.1) 2500 (11.1) - 3875 (17.2) - 4085 (18.1) - 5000 (22.2) - - 5565 (24.8) - 55M (24.5) - Note: The ultimate shear and allowable shear values are based on the use of SAE Grade 5 bolts, (f, = 85 Id, F =120 ksi) with the exception of the 1/4" HDI/HDI -L in f' = 6000 psi concrete which is based upon the use of a SAE Grade 8 bolt 0, =120 ka, F„ n =150 ksi). Carbon Steel HDI Ultimate Loads in Concrete Anchorslze 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) in. (roar) Tension Ib (kN) I Shear III N Tension III (kN) Shear lb (M) Tension Ib (M) Shear Ib (M) 530 (2.4) HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI-L HDI HDI -L HDI HDI -L 1/4 (6.4) 1995 ( 8.9) 1995 ( 8.9) 1800 ( 8.0) 1800 ( 8.0) 2 270 (10.1) 2270 (10.1) 2500 (11.1) 2500 (11.1) 3150 (14.0) 3150 (14.0) 2800 (12.5) 2800 (12.5) 318 (9.5) 3555 (15.8) 3555 (15.8) 3850 (17.1) 3650 (17.1) 4460 (19.8) 4460 (19.8) 5000 (22.2) 5000 (22.2) 5430 (24.2) 5430 (24.2) 6000 (26.7) fine (26.7) 1/2 (12.7) 4470 (19.9) 4470 (19.9) 6000 (26.7) 6000 (26.7) 7140 (31.8) 7140 (31.8) 8500 (37.8) 7750 (34.4) 9375 (41.7) 9375 (41.7) 10050 (44.5) 10000 (44.5) 518 (15.9) 7500 ( 33.4) - 0000 (44.5) - 11685 (52.0) - 13000 (57.8) - 14865 (66.1) - 15000 (66.7) - 3/4 (19.1) 10000 ( 44.5) - 15501 - 16260 (72.3) - Won (89.0) - FMO (99.0) - 22000 (97.9) - Carbon Steel HDI Allowable Loads in Lightweight Concrete and Lightweight Concrete over Metal Deck', 2 Anchor Size Anchor Installed in 3000 psi (20.7 MPa) Lt. Wt. Concretes Anchor Installed Through Steel Deck Upper Flute Into 3000 psi (20.7 MPa) Lt Wt Concrete4 Anchor Installed Through Steel Deck Lower Flute Into 3000 psi (20.7 MPa) LL Wt. Concrete4 In. (mm) Tension, III (M) Shear, lb (kN) Tension, lb (kN) Shear, an (kN) Tension, III (kN) Shea, III (kN) 1/4(6.4) 465 (2.1) 340(j.5) 530 (2.4) 335(l.6) 375(l.7) 250(l.1) 3/8(9.5) 755 (3.4) 940 (4.2) 880 (3.9) 1010 (4.5) 500 (2.2) 500 (2.2) 1/2(12.7) 1135 (5.0) 1700 (7.6) 1105 (4.9) 1755 (7.8) 625 (2.8) 750 (3.3) 5/8(15.9) 1465 (6.5) 2835 (12.6) - - 875 (3.9) 875 (3.9) 3/4(19.1) 2075 (9.2) 3680 (16.4) - - 1250 (5.5) 1000 (4.4) 1 The allowable values are based on the use of SAE Grade 2 bolts installed in the 3 The tabulated shear and tensile values are for anchors installed in structural light - anchors. weight concrete having the designated ultimate compressive strength at the time of 2 Based on using a safety factor of 4.0. installation. The concrete must comply with ASTM C 330 -77, Shear lb (kN) 4 The tabulated shear and tensile values are for anchors installed through 20 gauge 480 2.1 Intermediate decking into structural lightweight concrete having the designated 2.7 ultimate strength at the time of installation. The concrete must comply with ASTM 600 2.7 0330-77. Stainless Steel HDI Allowable Loads in Concrete 1230 Anchor size in. (mm) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension III (kN) Shear lb (kN) Tension lb (kN) Shear lb (kN) SS HDI -1/4 6.4 480 2.1 600 2.7 740 3.3 600 2.7 SS HDI -3/8 9.5 1040 4.6 1230 5.5 1460 6.5 1230 5.5 SS HDI -1/2 12.7) 1840 8.2 2760 12.4 2410 10.7 2760 12.3 SS HDI =5/8 15.9 2630(11.7) 4510 20.1 3770 16.8 80.2 4510 20.1 SS HDI -3/4 (19.1) 3830 (17.0) 5580 (24.8) 5030 (22.4) (99.3) 5580 (24.8) Note: The ultimate and allowable shear values are based on the use of Type 18 -8 bolts. Stainless Steel HDI Ultimate Loads in Concrete Anchor size in. (mm) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension III (M) Shear lb (kN) Tension Ib (kN) Shear lb (M) SS HDI -1/4 6.4 1930 8.6 2400 10.7 2950 13.1 2400 10.7 SS HDI -3/8 9.5 4170 18.5 4920 21.9) 5850 26.0 4920 21.9 SS HDI -1/2 12.7 7350 32.7 11040 49.1 9630 42.8 11040 49.1 SS HDI - 5/8 15.9 - 10540 46.9 18040 80.2 15100 67.2 18040 80.2 SS HDI -3/4 (19.1) 15340 (68.2) 22320 (99.3) 20130 (89.5) 22320 (99.3) Hint, Inc. (uS) 1- 800- 879 -8000 1 www.us.hilti.com I en espanol 1 -800- 879 -5000 1 WE (Canada) Corp. 1- 800 - 363 -4458 1 www.ca.hilti.com I Product Technical Guide 2006 253 Mechanical Anchoring Systems HDI & HDI-L Drop-in Anchor Anchor Spacing and Edge Distance Guidelines (See Anchoring Technology Section 4.1.3) Anchor Spacing Adjustment Factors s = Actual Spacing Smin = 2.0 hnom Scr = 3.5 hnom Edge Distance Adjustment Factors c = Actual edge distance Cmin = 2.0 h nom c cr = 3.0 hnom liq Scr — — — — — — — — — — 3.0- Shear & Tension smift 2.0 - — — — — — _L lh,„. 0 1 f t J 0 .2 A .6 .8 IJ Anchor Spacing Adjustment Factor N) Gor 3.0 - ______ -- Shear Tension 2.0- — min L h_ 1.0- 0 .2 .4 .6 .8 1.0 Edge Distance Adjustment Factor (f., f.) Influence of Anchor Spacing & Edge Distance fA. fa Anchor Size in. (mm) h. m in. (mm) 1/4(6.4) 1(25) 3/8(9.5) 1-9/16(40) 1/2(12.7) 2(51) 5/8(15.8) 2-9/16(65) 3/4(19.1) 3-3/16(81) h = standard embedment depth 254 HIM, Inc. (US) 1-800-879-8000 1 w .us.hilfixom I en espahol 1-800-879-5000 1 Hilt! (Canada) Corp. 1-800-363-4458 1 w .ca.hlltixom I Product Technical Guide 2006 1. Adjust depth gauge so that anchor will 2. Hammer still hole. be flush with the concrete surface when installed. 4*uu 3. Clean hole. 4. install anchor using proper setting tool. Setting tool to be driven Into anchor until setting tool shoulder meets top of anchor. 4.3.8.5 Ordering Information HDI Anchors Anchor Carbon Steel Stainless Steel 1/4" Thread Size Description item No. Description Item No. Description Item No. Box Qty 1/4" HDI 1/4 336425 HDI -L 1/4 283608 HDI 1/4 (SS 303) 336430 100 3/8" HDI 3/8 336426 HDI -L 3/8 283609 HDI 3/8 (SS 303) 336431 50 1/2" HDI 1/2 336427 HDI-L 1/2 283610 HDI 1/2 (SS 303) 336432 50 5/8" HDI 5/8 336428 — — HDI 5/8 (SS 303) 336433 25 3/4" HDI 3/4 336429 — — HDI 3/4 (SS 303) 336434 25 Setting Tools for HDI & HDI -L Anchors Anchor Thread Size Description — Manual Setting Tools Item No. 1/4" HST 1/4 Setting Tool 00032978 3/8" HST 3/8 Setting Tool 00032979 112" HST 1/2 Setting Tool 00032980 5/8" HST 5/8 Setting Tool 00032981 3/4" HST 3/4 Setting Tool 00032982 Anchor Thread Size Description — Automatic Setting 7oolsl Item No. 3/8" HSD -MM 3/8" (TE- C- 24SD10 3/8" Setting tool) 00243751 1/2" HSD MM 1/2" (tE C 24SDI2 1/2" Setting tool) 00243752 1 Use automatic setting tools with TE -5A, TE -6, TE -15, TE -16, TE -16C, TE -18 and TE -25 rotary hammer drills. : �n...��.s� �.- .ux,��- r"r= �_....°' ": - - ;sue". ram::,,:::- w,:sr�'°- _..eve- .��- ,�.:,,,:_b= °�m-9= Hilti, Inc. (US) 1 -800- 879 -8000 1 www.us.hilti.com I an espanol 1- 800 -879 -5000 1 We (Canada) Corp. 1- 800 - 363 -4458 1 www.ca.hilti.com I Product Technical Guide 2006 255 4.3.9 HDI -P Drop -In Anchor 4.3.9.1 Product Description 4,3,9, Product Description 4.3.9.2 Material Specifications Bit sled in. Average Ultimate Loads, lb ddig Allowable Loads, Ib (kN) The Hilti HDI- la Drop -In anchor is an 4.3.9.3 Technical Data - - internally threaded, flush mounted 4.3.9.4 Installation Instructions expansion anchor for solid and 4.3.9.5 Ordering Information hollow concrete. Tension I Shear Product Features Listings /Approvals ICC -ES (International Code Councill ESR -1291 COLA (City of Los Angeles) Research Report No. 25350 Factory Mutual (FM) Pipe Hanger Components for Automatic Sprinkler Systems • Optimized 3/4" anchor length to allow reliable fastenings in hollow core panels, precast plank & post tensioned slabs • Shallow drilling enables fast installation • Lip provides flush installation, consistent anchor depth and easy rod alignment • Setting tool leaves mark on flange when anchor is set properly to enable inspection & verification of proper expansion Guide Specifications Expansion Anchor Expansion anchors shall be flush or shell type and zinc plated in accordance with ASTM B 633, SC 1, Type III. Anchors shall be Hilti HDI -P anchors as supplied by Hilti. Installation Install shell or flush type anchors in holes drilled with Hilti carbide tipped drill bits. Install anchors in accordance with manufacturer's recommendations. 4.3.9.2 Material Specifications The HDI -P is manufactured from mild carbon steel, which is zinc plated for corrosion protection in accordance with ASTM B 633, SC 1, Type III 4.3.9.3 Technical Data HDI -P Specification Table Case. Length in.(mm) Bit sled in. Average Ultimate Loads, lb ddig Allowable Loads, Ib (kN) 4000 psi Concrete (27.6 1111 Hollow Core (Spancrete) 4000 psi Concrete (27.6 MPs) Hollow Core (Spancrete) Tension Shear Tension Shear Tension I Shear Tension I Shear H01 -P 3/8 3/4 (19.1) 1/2 1900 (8.5) 3000 (13.3) 2100 (9.3) 4000 (17.8 ) 380 (1.7) 1 600 (2.7) 1 420 (1.9) 1 800 (3.6) 1 For Hild matched tolerance carbide tipped drill bits, see section 8.4.1. 4.3.7.4 Installation Instructions t 1. Set depth 2. Hammer -drill 3. Clean hole. 4. Insert anchor. 5. Insen setting 6. Collar of set - gauge on drill._ hole. tool and strike ling tool will with hammer leave an until anchor is indentation fully set. on flange of 4.3.9.5 Ordering Information anchor when HDI -P Anchor properly expanded. Item No. Description Bit Dia Box City 283611 HDI -P 3/8 112" 100 Setting Tools for HDI -P Anchors Item No. Description 283611 HSD -G 3/8" — 3/4" Setting Tool w/ hand guard 253784 HST-la 3/8" — 3/4" Setting Tool €? u>i.l. n,anu�a„�A�_,., �s! �,,, rc� .- :,,;8,:,e,ro m- ;c: – .= Paz.-' �: �_ �_ �= � .. �^.mni..:______ 256 Hilti, Inc. (US) 1- 800- 879 -8000 1 wvrx.us.hilti.com I an espanol 1- 800- 879 -5000 1 Hilt! (Canada) Corp. 1- 800 - 363 -4458 1 www.ca.hilti.com 1 Product Technical Guide 2006 Fig. 68 - Wide Throat Top Beam "C" Clamp w /Locknut Size Range — 3/8" thru 3/4" rod Function — For attachment to structural shapes requiring wider throat especially under roof with bar joist construction. This clamp may be used in the set screw down position only. Approvals — Conforms to Federal Specification WW -H -171 E, Type 23 and Manufacturers Standardization Society SP -69, Type 19. Finish — Plain Note — Available in Electro- Galvanized finish. Order By — Figure number, rod size and finish Note — Do not over tighten set screw. OFFICE/MANUFACTURING FACILITY - 1375 SAMPSON AVE. - CORONA, CA 92879 - PH: 951.737.5599 - FAX: 951.737.0330 CUSTOMER SERVICE - 800386.5266 w ..tvkoxom Dimensions • Weights Rod Max. Rea. Approx. Size Load Lbs. WtJ100 3/8 400 34 1/2 500 50 5/8 600 53 3/4 800 86 OFFICE/MANUFACTURING FACILITY - 1375 SAMPSON AVE. - CORONA, CA 92879 - PH: 951.737.5599 - FAX: 951.737.0330 CUSTOMER SERVICE - 800386.5266 w ..tvkoxom UL ULC /Canadian Models Models WFD20 WFD20A WFD25 WFD25A WFD30 -2 WFD30 -2A WFD35 WFD35A WFD40 WFD40A WFD50 WFD50A W FD60 W FD60A WFD80 WFD80A Replacement Parts A3008 -00 Retard Mechanism A77 -01 -02 Terminal Block 546 -7000 Cover Tamper Switch Kit WFDW Cover Wrench WFDN4 Replacement gasket kit Product Overview New WFD30 -2 models install in 2" System Sensor's WFD series is compatible with schedule 10 through 40 steel pipe, hole sizes sizes 2" through 8 ", and can be mounted in a vertical or horizontal position. UL models are NEMA 4 rated Robust Construction. The WFD series consists of a rugged, NEMA 4 rated enclo- Sealed retard mechanism assures that sure. Designed for both indoor and outdoor use, the WFD series operates across the retard is not contaminated by dust a wide temperature range, from 32 ° F to 120 °F. and dirt when the cover is removed Reliable Performance. UL listed models are equipped with tamper resistant cover Visual switch activation permits installer screws to prevent unauthorized entry. Inside, two sets of SPDT (Form Q syn- to accurately set retard under noisy chronized switches are enclosed in a durable terminal block to assure reliable conditions performance. Rugged, dual SPOT switches are enclosed in a durable terminal block False Alarm Immunity. The WFD series incorporates a mechanical retard feature, which minimizes the risk of false alarm due to pressure surges or air trapped in Accommodates up to 12 AWG wire the sprinkler system. In addition, the mechanical retard's unique sealed design is 200% synchronization activates immune to dust and other contaminants. both alarm panel and local bell simultaneously Simplified Operation. The WFD series is designed to simplify installation. Two conduit openings permit easy attachment to the local alarm system. The retard mechanism and dual SPDT switches are field - replaceable. LISTED C6169 " 5739 77M1209:W MEA FM approved 167 -9 }E 1W9A2.AH Engineering Specifications Vane -type waterflow detectors shall be installed on system piping as designated on the drawing and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate nominal size, either a vertical upflow or horizontal run, at least 6" from any fittings which may change water direction, flow rate, or pipe diameter or no closer than 24" from a valve or drain. Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 450 psi* for 2" - S" pipes. The detector shall respond to waterflow in the specified direction after a preset time delay which is field adjustable. The delay mechanism shall be a seated mechanical pneumatic unit with visual indication of actuation. The actuation mechanism shall include a polyethylene vane inserted through a hole in the pipe and connected by a mechanical linkage to the delay mechanism. Outputs shall consist of dual SPDT switches (Form C contacts). Two conduit entrances for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided. Unless noted, enclosures shall be NEMA 4 listed by Underwriters Laboratories Inc. All detectors shall be listed by Underwriters Laboratories Inc. for indoor or outdoor use. Standard Specifications Static Pressure Rating 450 PSI* Triggering Threshold 8and:vidtb (,Flux Rate) 4-10 GPM Maximum Surge 18 Feet Per Second (FPS) Compatible Pipe: Steel water pipe, schedule 10 through 40 Contact Ratings Two sets of SPDT (Form C) 10.0 A, 1/2 He @ 125/250 VAC 2.5 A ® 6/12/24 VDC Overall Dimensions instalied Ordering Information Conduit Entrances Two openings for 'h" conduit. One open, one knock- out type Operating Temperature Range 32•F to 120•F (0 °C to 49 °C) Enclosure Rating'' NEMA 4 — suitable for indoor /outdoor use Cover Tamper Switch Standard with ULC models Optional for UL models, part no. 546 -7000 &rppmig Weight WFD20: 4.2 lbs. WFD40: 5.2 Its. WFD25: 4.3 Its. WFD50: 6.31bs. WFD30 -2: 4.5 lbs. WFD60: 6.8 lbs. WFD35: 4.7 Ili WFD80: 7.5 Ins. Delay Adjustment Dial: pemr ,¢ �`' ° °.I "P ewaeiinl t'°an T " � � [y C � <5 NOTE: R..Ome me, —led st.. —di. aA...veArr111•I time d°ez Ml exceed SO"eCel, MoCel WItl@ WFa 0 tlUt 6.a` • WF050 7.e" wFn60 8.0" F WFDa0 t0.B" UL Model Numbers ULC /Canadian Model Numbers Pipe Size I hole Size WFD20 WFD20A 2" 1 WFD25 WFD25A 2 1 WFD30 -2 WFD30 -2A 3" 2" WFD35 WFD35A 3 1 WFD40 WFD40A 4" 2" WFD50 - WFD50A 5" 2" WFD60* WFD60A 6" 2" WFD80* WFD80A 8" 2" *Maximum pressure rating 400 psi as approved by Factory Mutual. System Sensor Sales and Service Service Use Automatic Sprinkler: NFPA -13 One or Two Family Dwelling: NFPA 13D Residential Occupancies up to 4 Stories: NFPA 13R National Fire Alarm Code: NFPA -72 Warranty 3 Years U.S. Patent Numbers 3,845,259 4,782,333 5,213,205 ,� °`..� a; °off �mm••.•aa•••••�w•.w9I � W. wl,mw :u( %u�ie'e°e °e`mmw "°"tee` !�J wm m°awae��� B :";meP•e.len•,. a l coxramxarwua 115RSD VRC 1°aMP WN WN Ta n°nGbneeaEp ." InNalln9a•neN '" "' i enb°Eene nalaw[ IIZIMfAW [[x i mm m9 m• emi"i racp c•nn•mlm Part Number Description iap•wn Retard mechanism A77 -01 -02 Terminal block mMNhell °ell WFDW B Xwm aapawnlu[ C0M Gasket kit 'o :w"pp" :a"wi;. .wlen : �nne,",ti°e X O e K ° xoT Trplul to ®I eell C•nnxll•n wwawlnz. Part Number Description A3008 -00 Retard mechanism A77 -01 -02 Terminal block 546-7000 Tamper proof switch kit WFDW Tamper proof wrench for cover WFDN4 Gasket kit System Sensor Headquarters 3825 Ohio Avenue St. Charles, IL 60174 Ph:800 /SENSOR2 Fx: 630/377 -6495 www.systemsensor.com System Sensor Canada Ph: 905.812.0767 Fx: 905.812.0771 System Sensor Europe Ph: 44.1403.891920 Fx: 44.1403.891921 System Sensor in China Ph: 86.29.8832.0119 Fx: 86.29.8832.5119 System Sensor in Singapore Ph: 65.6273.2230 Fx: 65.6273.2610 System Sensor — Far East Ph: 85.22.191.9003 Fx: 85.22.736.6580 System Sensor— Australia Ph: 613.54.281.142 Fx: 613.54.281.172 System Sensor— India Ph: 91.124.237.1770 x.2700 Fx: 91.124.237.3118 System Sensor— Russia Ph: 70.95.937.7982 Fx: 70.95.937.7983 02005 System Sensor. The company reserves the right to change product specifications without notice. A050180-010e6/05.1381 U.S. Pat. No. 3921989 Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow Rate forAlarm: 10GPM(38LPM) Maximum Surge: 18 FPS (5,5 m /s) Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2" conduit Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die -cast housing. • NEMA4/ IP54 Rated Enclosure - use with appropriate conduit fitting. • Temperature Range: 40 °F /120 °F, 4,5 °C /49 °C • Non - corrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 10 thru 40, sizes 2"thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR-CF. Service Use: Automatic Sprinkler NFPA -13 One or two family dwelling NFPA -13D Residential occupancy up to four stories NFPA -13R National Fire Alarm Code NFPA -72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 GENERAL INFORMATION The Model VSR -F is a vane type waterflow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2" thru 8" (50mm thru 200mm). LPC approved sizes are 2" thru 8" (50mm thru 200mm). The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic re- tard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die - cast housing. The cover is held in place with two tamper resis- tant screws which require a special key for removal. A field in- stallable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. INSTALLATION: See Fig.2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be in- stalled within 6" (15cm) of a fitting which changes the direction of the waterflow or within 24" (60 cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm ±2mm). All other sizes require a hole with a diameter of 2' ±118" (50mm ±2mm). Clean the inside pipe of all growth or other material for a dis- tance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft-lbs. (68 n -m) of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specifications subject to change without notice (E ) POTTER The Symbol of Protection FIG. 1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL CAUTION: An uninsulated section of a single conductor should not be looped around the termi- nal and serve as two sepa- rate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. FIG. 2 OPTIONAL TAMPER SWITCH RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DEWY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS, A "B" SETTING IS USUALLY ADEQUATE FOR THIS, FACTORY IS SET TO "B ". TO INCTAI I. (loll I HnI F AC INnmATF,I. PIPE SIZE HOLE SIZE 2" to 2 1/2" 1 1/4" +1/8" -1/16" (50mm to 65mm) (33mm l2mm) 3" to e" 2" t1/8" (80mm to 200mm) 50mm t2mm) Cover Tamper (with cover in place) Eyl (N� U (nm1 (eup do Nmaa DWG #761 -30 VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 50FT, -LBS (68 n -m) OF TORQUE MOUNT ON PIPE 50 ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) p p A 10 -25 B 2D -60 C 35 -55 D 50 -7p E 80 -90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: 1. The Model VSR -F has two switches, one can be used to operate a central station, pro- prietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electri- cal entry must be sealed to exclude moisture. 3. For supervised circuits see "Switch Terminal Connec- tions" drawing and caution note (Fig. 1). FIG. 4 To remove knockouts: Place screwdriver at edge of knock- outs, not in the center. MM /761-9 APPLICATION WARNINGI Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR -F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and /or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR -F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA ' MKT. #8800001 - REV VV PAGE 2 OF 2 MFG. #5400761 - 7/02 Series 717 Firel-ock® Check Valves VICTAULIC° IS AN ISO 9001 CERTIFIED COMPANY PRODUCT DESCRIPTION Dimensions- Inches /mllllmeters Series 717 Fire Lock check valve is a CAD - developed design that is hydrodynamically efficient. A totally rubber encapsulated disc on 4 - 12" (100 - 300 mm) sizes provides superior corrosion resistance. This single disc design incorporates a spring assisted feature for non - slamming operation. For systems requiring a Riser Check option refer to section 10.09. O publicationlO.01 The 4" (100 mm) and larger sizes are provided with upstream and downstream drains and a welded -in 6KL nickel seat design. All sizes of Series 717 can be installed in the vertical or horizontal position to provide leak -free sealing under conditions as low as five feet of head. Each valve is factory tested to 500 psi See vidaefic (3440 kloa). The 2 and 3" (65 and 80 mm) sizes are UL /ULC Listed and 4" (100 rnm) sizes and larger are Nominal UL /ULC Listed and FM Approved for services up to 250 psi (1725 kPa). Sizes 4 - 8 "7100 - 200 mm (except Sizes 21/ -3" for details. 165,1 mm size) are VdS approved. Grooved ends allow fast, easy installation with just two Victaulic couplings or the valve may be mounted to flanged (ANSI CLA 50) equipment using either to Victaulic Style 741 Vic-Flange or Style 744 FireLock flange adapters on either end. UL ULC FM See icia He P Hasten for details Sizes 4 -12" DIMENSIONS O C 1 Typica12 - 3" 01 'h' NPT Upstream Drain (2) h° APT Downstream Drain 0 2" NPT (Drain OpMenall) Typical 10 -12" Valve Size Dimensions- Inches /mllllmeters Actual Approx. Nominal Outside W91. Ea. Diameter Diameter EtoE Lbs. InJmm InJmm A B C D E J K P R k9 2 2.875 3.88 4.26 3.57 - - - - - - 3,6 65 73,0 99 108 91 - - - - - - 1.6 76,1 mm 3.000 3.88 426 3.57 - - - - - - 16 76,1 99 108 91 - - - - 1.6 3 1500 4.25 5.06 417 - - - - - - 41 80 88.9 1 108 129 106 - - - - - - AO 41 4.500 9.63 6.00 3.88 2.75 3.50 2.00 4.50 3.50 3.35 20.0 100 114,3 245 152 99 70 89 51 114 89 85 911 5 t 5.563 10.50 6.80 4.50 - 4.17 2.15 5.88 4.08 3.98 27.0 125 141.3 267 173 114 - 105 55 149 104 101 12.3 139,7 mm 1 5.500 10.50 6.80 4.50 - 4.17 2.15 5.88 4.08 3.98 27.0 139.7 267 173 114 - 106 55 149 104 101 12,3 61 6.625 11.50 8.00 5.00 - 4.50 2.38 6.67 4.73 3.89 38.0 150 168.3 292 203 127 - 114 61 169 120 99 17.2 165,1 mm 6.500 11.50 8.00 5.00 - 4.50 2.38 6.67 4.73 3.89 38.0 165.1 292 203 127 - 114 61 169 120 99 17.2 81 8.625 14.00 9.88 6.06 5.05 5.65 2.15 8.85 5.65 5.75 64.0 200 219.1 356 251 154 128 144 55 225 144 146 29.0 10 10.750 17.00 12.00 7.09 5.96 6.69 2.15 10.92 673 - 100.0 250 273,0 432 305 180 151 170 55 277 171 45,4 12 12.750 19.50 14.00 6.06 6.91 7.64 2.51 12.81 7.73 - 140.0 300 323.9 495 356 205 176 194 64 925 196 - 63.5 t VdS Approved e REGISTEREDTRAOEMARKOFVICTAUUC-C COPYRIOW20MVICTAULIC- PRINTEDINU.5A.- SKO§WGAe VPXF 1479 REV Victaulic Company of America• Phone: 1- 800 - PICK- VIC(1- 800 - 742 - 5842)• Fax:610- 250 -8817• e-mail: pickvic@victaulic.com Victaulic Company of Canada• Phone: 905- 884 -7444• Fax:905- 884 -9774 e-mail: viccamdaCWcIaulic.com Victaulic Europe. Phone:32 -9- 381 -1500• Fax:32 -9- 380 -4438• e-mail: viceuro @viclaulic.be A/� tf Victaulic America Latina• Phone: 610- 559 -3300• Fax:610- 559 -3608 e -mail: vical@victeuliacom �ytQ u'�C Victaulic Asia Pacific• Phone: 86 -21- 58855151 FaIIA6 -21- 58851298• e-mail: vimp @viclaulic.com IJ h" NPT Upstream Dram © W NPT Downstream Drain FLOW CHARACTERISTICS NOTE: Placement of check valves too close to sources of unstable flaw will .shorten the life of the valve and potentially may damage the system. To extend valve life, valves should be installed a reasonable distance downstream from pumps, elbows. expanders, reducers or other similar devices. Sound piping practices dictate a minimum of five (5) times the pipe diameter for general use. Distances between three (3) and five (5) diameters are allowable provided the Flow velocity is less than eight (8) feet per second (2.4 rare). Distances less than three (3) diameters are not recommended and will violate the Victaulic produc[warranty. 0.2 N, 0.1 L 10 20 30 40 60 80 100 200 300 400 600 1,000 800 2,000 4,000 6,000 10,000 20 3,000 8,000 FLOW RATE - G.P.M. MATERIAL SPECIFICATIONS Body: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. 2 - 3" (65 - 80 mm) sizes PPS coated. 4 - 12" (100 - 300 mm) sizes painted black enamel. Body Seat: 2 - 3" (65 - 80 mm) sizes PPS coated. 4 - 12" (100 - 300 mm) integrally welded on nickel alloy. Disc Seal or Coating: • Grade "E" EPDM EPDM (Green color code). Temperature range -30 °F to +230'F ( -34 °C to +110 °C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86 ( +30 °C) and hot +180 °F ( +82 °C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. "Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Discs: 2 - 3" (65 - 80 mm) Aluminum bronze conforming to ASTM B -148 with Grade "E" Seal. 4 - 12" (100 - 300 mm) ductile iron conforming to ASTM A -536, grade 65- 45 -12, fully encapsulated in Grade "E" elastomer. ._ Shaft: 2 - 3" (65 - 80 mm) Type 416 stainless steel, 4 - 12" (100 - 300 mm) Type 316 stainless steel. Spring: All sizes Type 302/304 stainless steel. Shaft Plug: 2 - 3" (65 - 80 mm) only; SAE Hex Socket Type conforming to ASTM A -576, cadmium plated to military specifications QQ- P -416A, class 3 type 2. 4 - 12" (100 - 300 mm) only; carbon steel zinc plated to ASTM B -633. Pipe Plug: 4 - 12" (100 - 300 mm) only; carbon steel zinc plated to ASTM B -633. This product shall be manufactured by Victaulic Company. All products shall be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 6.0 5.0 4.0 SERIES 717 . _.I FLOW OF WATER AT NT (16°C) THROUGH VALVE 3.0 2.0 U) n: a 1.0 0 0.9 p� 0.8 p 0.7 Lu 0.6 j 0.5 N 0.4 ac 0.3 IL 2 Series 717 FireLock Check Valves VICTAULIC IS AN ISO 9001 CEaTIFIEO COMPANY Series 705W Firel.ock® Butterfly Valve with weatherproof actuator for 300 psi service DIMENSIONS A� ->IP Imo- A Series 705W whhTap Series 705W Valve S @e Dimensions - Inchesimillimeters Nominal Actual Aprx. Diameter Out. Old. EtoE Hill. I Wgt. Ea. Incheslmm Inchesrmm A 8 C D E F G H J K L 0 M N P L6sJkg 2' /2 2.875 3.77 9.80 t80 3.92 - 2.88 6.97 5.45 7.02 0.97 2.31 4.50 1.44 0.60 1.03 9.1 65 73,0 96 249 46 100 - 73 177 138 178 25 59 114 37 15 26 4,1 76,1 mm 3.000 3.77 9.80 1.80 3.92 - 2.88 6.97 5.45 7.02 0.97 2.31 4.50 1.50 0.60 1.03 9.1 76,1 95 249 46 100 - 73 177 136 176 25 59 114 38 15 26 4,1 3 3.500 3.77 10.48 2.14 4.22 0.08 3.50 7.61 5.45 7.33 0.97 2.31 4.50 1.75 0.00' 0.80 9.8 80 88,9 96 266 54 107 2 89 193 138 186 25 59 114 45 0 20 4,4 4 4.500 4.63 11.89 2.71 5.09 0.07 6.01 9.05 5.45 8.59 0.97 2.79 4.50 2.60 0.73 1.22 15.3 100 114,3 118 302 69 129 2 153 230 138 218 25 71 114 66 19 31 6.9 139,7 5.500 5.88 12.82 3.12 5.61 0.43 6.01 9.98 5.45 8.59 0.97 3.92 4.50 - - - 20.0 mm 139,7 149 326 79 143 11 153 253 138 218 25 100 114 - - - 9,1 5 5.563 5.88 12.82 3.12 5.61 0.43 6.01 9.98 5.45 8.59 0.97 3.92 4.50 - - - 20.0 125 141,3 149 326 79 143 11 153 253 138 218 25 100 114 - - - 9.1 165,1 6.500 5.88 13.74 3.61 6.06 1.00 7.20 10.92 5.45 9.05 0.97 3.96 4.50 3.25 1.25 1.50 25.0 mm 165,1 149 349 92 154 25 183 277 138 230 25 101 114 83 32 38 11,3 6 6.625 5.88 13.74 3.61 6.06 1.00 7.20 10.92 5.45 9.05 0.97 3.96 4.50 3.32 1.25 1.50 25.0 150 168,3 149 348 92 154 25 183 277 138 230 25 101 114 8d 32 38 11,3 8 8.625 5.33 16.92 4.88 7.94 1.27 10.20 14.06 8.28 13.30 2.05 2.66 6.00 5.10 0.18 0.91 52.0 200 219,1 135 430 124 202 32 259 357 210 338 52 68 152 130 5 23 23,6 page 2. See notes on page 2. Q 0 COPYRIGRT2664VICTAULIC - PAWED IN U.S.A. 2466 REV D Viclaulic Company of America • Phone: 1 -800- PICK -VIC (1 -800- 742 -5842) • Fax: 610- 250 -8817 • e- mail:pickvicStvictauliocom Viclaulic Company of Canada • Phone: 905 -884 -7444 • Fax: 905 -884 -9774 • e -mail: viccanada®victaulic.com Viclaulic Europe • Phom:32 -9- 381 -1500 • Fax: 32 -9- 380 -4438 • e -mail: viceuro@vicaulic.he ' ��^ �', ^® Victaulic America Latina • Phone: 610 -559 -3300 • Fax: 610 -559 -3608 • e -mail: vical®vicmulic.com Q Y Viclaulic Asia Pacific •Phone: 65- 6235 -3035 •fax: 65- 6235 -0535 • e -mail: vicapColvictauliccom DIMENSIONS _J �— H —,. Series 705W A - NPT iply Tap III ij Ij� jl I II } I i 11 NI �- �— P A Series 705W with Tap Valve Size Dimensions- Inches/millimeters 6. 63 Nominal Actual 8 1 1 310 0 1 2 14119 3.20 9.09 Appr, Diameter DAM. I EtoE I Hill I 116 ( 1 1 I I I I 36,3 Wgt. Ea. Incheslmm Inches/mm A B C D E F G H J K L 0 M N P LbsJkg of 10.3500 6. 63 14864 5.8 8 1 1 310 0 1 2 14119 3.20 9.09 I 116 ( 1 1 I I I I 36,3 12 $ 12.750 6.50 21.54 7.04 10.00 2.66 14.25 16.28 10.09 17.22 2.05 125 9.00 - - - 102.0 300 323,9 165 54] i]9 254 56 362 464 256 437 52 83 229 - - - 46,3 On centerline. p Contact Victaulic Company of Canada for ULC Listings. 1. To prevent rotation of valves, it Is recommended that Series 705W be installed with Vjctauljc Style 07 Zero - Flex®, Style 005 FireLock or Style HP -70 Rigid Couplings. If Victaulic flexible couplings are used, additional support may be required. 2. Valve must not be installed with disc in full open position. Disc must be partly closed so that no part is protruding beyond end of valve body. 3. Victaulic grooved end butterfly valves are permitted for use with grooved end pipe (IRS) only. Not permitted for use with plain end (IPS) pipe. 4. Series 705W valves are designed for ambient weather conditions as opposed to submersible service. MATERIAL SPECIFICATIONS Body: Ductile iron conforming to ASTM A -536, coated with polyphenylene sulfide blend. Disc: Ductile iron conforming to ASTM A -536, various grades, EPDM coated. Disc Coating: • Grade "E" EPDM EPDM (Green color code). Temperature range -30oF to +231 ( -34oC to +110 °C). Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI /NSF 61 for cold +86 °F ( +30 °C) and hot +180 °F ( +82 °C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Stem Bearings: Teflon impregnated fiberglass with stainless steel backing. Stem Bearing Nuts: Type 416 Stainless Steel Tap Plug: Carbon steel, plated. O -Ring: EPDM Bracket: Carbon steel, painted. Actuator: • 2 - 6" (65 - 150 mm): Bronze traveling nut on a steel lead screw, in a steel housing. • 8 - 12" (200 - 300 mm): Steel worm and cast iron quadrant gear, in a cast iron housing. 2 Series 705W FireLock® Butterfly Valve m PERFORMANCE The chart expresses the frictional resistance of Victaulic Series 705W in equivalent feet/meters of straight pipe. Valve Sim Valve Size Valve Size Actual Actual Nominal Outside Equiv. Nominal Outside Equiv. Diameter Diameter FeeVm Diameter Diameter Feet/m InchWmm Incheslmm of Pipe Inches/mm Inchea/mm of Pipe 2 1 /2 2.875 5 165,1 mm 6.500 8 65 73,0 1,6 (Full Open) 165,1 2,5 76,1 mm 3.000 5 6 6.625 8 76,1 1,6 150 168,3 25 3 3.500 5 8 8.625 11 80 88,9 1,6 200 219,1 3,4 4 4.500 12 10 10.750 12 100 1143 3,7 250 273 3,7 139,7 mm 5.500 12 12 12.750 14 1850 139.7 3,7 300 323,9 4,3 5 5.563 12 125 141,3 3,7 4 Cv Values Cv values for flow of water at +60 °F ( +16 °C) with a fully open valve are shown in the table below. For additional details contact Victaulic. Formulas for CV Values: 2 DP = Q Where: C 2 V 0 = Flow (GPM) Cv = Flow Coefficient Q = C x .,/A OP = Pressure Drop (PSI) Valve Size Valve Size Valve Size Actual Actual Actual Nominal Outside Nominal Outside Nominal Outside Diameter Diameter Cv Diameter Diameter Cv Diameter Diameter Cv Inches/mm Incheslmm (Full Open) Inches/mm Incheslmm (Full Open) Inchealmm Inches/mm (Full Open) 2' /2 2.875 5.500 8 8.625 65 73,0 325 739,7 mm 139,7 1150 200 219,1 3400 76,1 mm 3.000 325 5 5.563 1150 10 10.750 5750 76,1 125 141,3 250 273 3 3.500 482 165,1 mm 6.500 1850 12 12.750 8300 80 88,9 165,1 300 323,9 4 4.500 6 6.625 100 114,3 600 150 168,3 1850 Series 705W FirellockIt Butterfly Valve 3 SWITCH AND WIRING Supervisory Switch - 2 - 12" (65 -300 mm) sizes: Series 705W PW — Two, single pole, double throw; pre -wired switches. Switches are rated 10A @ 125 or 250 VAC 60 Hz and 0.25A @ 250 VDC, 0.50A @ 125 VDC, 2.6A @ 24 VDC Supervisory Switch Wiring A. Pre -wired Switches (1) Switches Supervise Open Valve (2) One switch has two #18 MTW wires per terminal. Permits complete supervision of leads (see diagrams below). Second switch has one #18MTW wire per terminal. This double circuit provides flexibility to operate two electrical devices at separate locations such as an indicating light and an audible alarm in the area at the valve installation. Switch #1 S1 Switch #2 S2 ( Normally Closed:(2) Blue SY� Normally Open: (2) Brown l Common: (2) Yellow Normally Closed: Blue with Stripe - S Normally Open: Brown with Stripe Common: Yellow with Stripe (3) A ground lead, #14MTN is provided (green) UL usreo JUNCTION B CONDUIT y CONOURCONNECTOPS K 14 wINENNTs NOTE: Connecting to Common Terminals (Yellow S1 and Yellow with Orange Stripe - 32), and Normally Closed Terminals (Blue S1 and Blue with Orange Stripe - S2); e.g., indicator light and alarm stays on until valve is fully opened; then indicator light and alarm go out. Cap off unused wire, e.g., Brown and Brown with Orange Stripe, Actuator Repair In the unlikely event of an actuator failure, complete actuation replacement is required. ALL REPLACEMENT PARTS MUST BE OBTAINED FROM THE MANUFACTURER TO ASSURE PROPER OPERATION OF THE VALVE. All actuators are supplied with a 1 /2" NPT outlet for conduit connection. Care must be taken to ensure water does not enter the actuator through this outlet prior to installation. Water entering the actuator will cause switch malfunctions. This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installationa ssembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 4 Series 705W FireLockO Butterfly Valve To: John Hulett (Western States FP) From: Russ Bryant ARGCO Marketing Phone: 877- 982 -2746 Fax: 303 - 484 -1043 RE: Submittal Sheet for ARGCO ID Signs SPRINKLER IDENTIFICATION SIGNS E In k' in r t ALARM TEST DRAIN FIRE SPRINKLER CONTROL VALVE 50 -10 -040 - 50-10 -22 NTI FREEZE SYSTEM DRAIN VALVE TI FIRE SPRINKLER IN THIS BUILDING OPENSPRINKLERCONTRQL EST & DRAIN 5 IN THIS SE CTION OPEN SPRINKLER DRAIN TEST VALVE 50 -10 -260 50 -10 -316 LOW POINT DRAIN OPEN UALUE WATER MOTOR LINE -,- _ 50 - 10 -275 50- 10-312 r _ 50-10 -390 MAIN CONN07L I SPRI� I WET STANDPIPE t; SPRINKLER3HUTOFF_� DRY STANDPIPE FIRSERRiNSIIDER NORMALLY CLOSED STAND ' PE 50 -10- -060 50 -10 -150 50.10 -228 50 -00-293 50-10 -350 AUXILIARY DRAIN ENTIRE SYSTEM INSPECTORS TEST OPEN SPRlNKLER 50 -10 -070 50- 10-160 0 .020 Aluminum • Holes drilled in corners Zinc Plated Sign Chain Available Any size or style available. Call for details ARGCO ph: 800.854.1015 fax: 760.727.3270 2610 Commerce Way Vista, CA 92083 www.argco.com SPARE READBOXES To: John Hulett (Western States FP) From: Russ Bryant ARGCO Marketing Phone: 877- 982 -2746 Fax: 303 - 484 -1043 RE: Submittal Sheet for ARGCO Spare Headboxes All boxes are made out of heavy gauge steel (65 -10 -152) Knockouts and shelf to 6 Read Box accomodate any 1/2" or 3/4" heads All- welded construction and full length hinge Powder coated red enamel Slotted for easy mounting with screws, rivets or strapping. 12 Read Box 3 Read Box (65 -10 -151) t (65 -10 -150) 6 Large Read Box (65- 10 -151A) The AGF Manufacturing, Inc. Model 7500 Pressure Gauge is a Factory Mutual Approved and Underwriters Laboratory Listed 3 gauge designed for use on "wet" sprinkler systems. The AGF Model 7500 has been designed to meet NFPA System Attachments requirements as specified in NFPA 13 Sec. 4 -7.3. The Model 7500 fulfills the installation specifications for a pressure gauge as stipulated in NFPA 13 Sec. 3 -1.1, 3.7.7, 4. 6.1.2.2, NFPA 13D Sec. 3 -2, and NFPA 13R Sec. 2 -4.3. SJ?EGIFIGATl.C1NS RANGE 0 -300 psi (inside) 0 -2000 Kpa (outside) ACCURACY ±3 -2 -3% BURDON TUBE Phosphor Bronze WINDOW Polycarbonate one -piece ring and crystal DIAL Galvalume POINTER Aluminum, painted black CASE PGE Xenoy® DX2735 CONNECTION Brass, 1/4" ANPT LM DIMENSIONS 1 /4 11 3 -WAY GLOBE VALVE NFPA 13 SEC. 5- 15.3.1. ...EACH GAUGE CONNECTION SHALL BE EQUIPPED WITH A SHUTOFF VALVE AND PROVISION FOR DRAINING. 1.16 IN 0 3.46 (29.5) (MM) �— (87,9) `MAX 1 1 6 3—_ __ 93.70 (sa.$) (s 4.o) 00 i ' .56 SO i I AGF Manufacturing, Inc. provides many different products to address a variety of job conditions. Please contact our office for advice and products modified to solve specific job conditions. Thank you for using our products. Our Autoo., oYOU 3 AGF MANUFACTURING INC. G r® Visit us /po JOB NAME: on the Internet r at 10o Quaker lane Malvern, PA 19355 USA ARCHITECT: Telephone: (610) 240 -4900 ENGINEER: Fax: (610) 240 -4906 10/01 wvnvAestandrain.com CONTRACTOR: MODEL 7500 31rutllY&E my >V d Akl Inmtd AVAILABLE - sty 7m, ij% v/3z a otsji g ust, * DIMENSIONS - INCHES - FROM S tCH -. » » STRW OL i WE r r ' >s TO DPAW i im P R 13 ULand ULC Listed Q FM y . _» „. it . j 4 f . i 8x4 mm 1 5 6 4 ' nm ream �JliAURIAL LIST 12 t a 14 1 , 1 V6 . j a Wm PARt: MATERIAL: 6 aI». of � • y ¢a I OVA t : 1#11 UNITED BRASS WORKS, INC. rr 714 S. Main St., Randleman, NC 27317 1509001 Tel: 800 - 334 -3035 Fax: 800 - 498 -4696 www.ubw.com tcraleaeacarr Model 125SUL Globe Valve Soft Disc c & Listed for Fire Sprinkler Service at 250 WOG 200 WOG @ 180 'Max 100 % Pressure Tested Threaded Ends • Integral Seat Rising Stem Swivel Disc Holder MATERIAL LIST NO. DESCRIPTION MATERIAL 1 Hex Nut Steel 2 Hand Wheel Aluminum 3 Packing Nut Brass 4 Packing Graphite Non -Asb. 5 Bonnet (%2" — I ") Bonnet I %d' — 2" - Brass Bronze 6 Stem & Disc Assm. Brass 7 Disc Buna N 8 Body Bronze Size %2 3 /a 1 1 '/4 1 %z 2 A 2.22 2.47 2.97 3.56 4.06 4.69 B 2.03 2.38 2.75 3.00 3.72 3.72 C (closed) 3.38 3.50 4.25 4.75 5.50 5.50 Ship Wt. (lbs.) 0.69 0.94 1.76 2.50 3.26 5.32 Qty. Unit Pack 12 6 6 4 2 2 Qty. Per Case 1 72 60 36 24 12 12 WHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 507 • 3880 UPHAM STREET • WHEAT RIDGE, COLORADO 80034 -0507 303. 403 -5900 • FAX 303-940-0350 • WWW.WRFIRE.ORG Western States Fire Protection June 20, 2007 Robert Merlino 7026 South Tucson Way Centennial, Colorado 80110 Re: 8300 West 38'' Ave., Exempla Lutheran Medical Center 6 rn FLOOR REMODEL. The following requirements are made under the 2003 International Fire Code and N.F.P.A. 10 adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. NOTE. ALL CONTRACTOR VEHICLES AND DELIVERS FOR CONTRACTORS SHALL NOT BE PARKED IN THE FIRE LANES AT ANY TIME A CITY TRAFFIC SUMMONS WILL BE ISSUED AND THE VEHICLE WILL BE TOWED AT THE OWNERS EXPENSE. CONSTRUCTION 1. A two hour/ Two Hundred P.S.I. Test shall be performed and scheduled with the Fire Marshal. 2. Plans shall be submitted to the Fire District for the following; • Change orders for the approved submitted plans. 3. All construction dumpsters shall be a minimum of 20 feet form any structure. 4. All Fire Lanes shall remain clear of construction vehicles at all times of construction. 5. All Fire Alarms shall remain in- service while work is being performed. The Fire District shall be notified of any shut down of these systems. A 6. A required fire extinguisher with a minimum rating of 2A -40BC shall be within 10 feet of all "HOT WORK OPERATION". 7. Smoke Zone updates shall be coordinated with Exempla staff and the electrical contactors. 8. All fire caulking shall be the depth of the opening for all rated assemblies. 9. An emergency phone shall be supplied by the General contractor for job site emergencies. 10. All inspections shall be scheduled through the Fire District and the City Building Department. A minimum of 24 Hour notice. 11. Copies of requirements for submittals of sprinklers are attached to this plan review. 12.Fire drills shall be performed with all workers on a quarterly basis and logged. The log book shall be available for inspection at any time. 13.The Life Safety Code shall be adhered to at all times. (For copies contact me at the Fire District.) 14.The Fire District shall be notified during all rough -in inspections and final inspection with a 48 hour notice before. 15.Iristallation shall be compliant to N.F.P.A. 10 -1(a) contractors material and test certification for above ground piping. 16.All "HOT WORK" operations shall have a required fire extinguisher with a minim rating of 4A -60BC within 20 feet. 17.A required "200 psi. /two hour test ", shall be performed with the Fire District present. 18.All sprinkler heads shall be incompliance with the Fire Safety Director Tom McDowell at Lutheran Facilities. 19. Specifications for the sprinkler heads shall be forwarded to the Fire District for approval. (No specifications were sent to the Fire District for review and approval. 20.Plans were not to scale when submitted and may be subject to changes during the required rough -in inspection. y Any questions regarding this plan review please contact the Fire District or myself. Re ' ed by Doug as J. Saba Fire Marshal Fire Code Inspector # 5083898 -66 d a 0. mlR. M.A. Mortenson July 27, 2007 Nick 1621 18 Street Suite 400 Denver, Colorado 80202 lte, 83130 38 dean Avd., Exempla Lutheran 3 nolitidn;and the ncafth %liori dive: The following requirements are made under the 2003 International Fire Code and N.F.P.A. 10 adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Midge, Colorado. « 1 , 1 , 11f C Tr AC r OR 1 %I F A p ,�jO I�� H/1 -.f FOR { � R A.'�! THE A'IR p^ L "i!Y.�'' � % �4.NY 9'hWl 4 CITY TRAFFIC' .S`tr4i4lb*10JVS IV//;1, R 1.S'. I /'D 4A/0 THE VT,1110 F IP "11.I 1i',� 't'"t'�f F 0 ��7' 7`I~ F" OfI�YFRS' 1*,YPl".'7t',wl *' 1. Fire Code # 1404.1 Smoking shall be prohibited withi the hospital area for Group I occupancy. 2. Fire Code # 1404.6 Cutting + gelding, Any and all, "HOT WORD" shall have a fire extinguisher with a minimum rating f 2A -40BC within 10 feet of operations. 3. Fire Code #1405.6 Precautions against fire. Sources of ignition shall be prohibited in flammable and combustible liquid storage areas. 4. Fire Cade # 1408.5 HOT WORK OPERATIONS are the responsibility of the job superintendent supervising the permit system and or approval of all "Hot Work" at the site, 5. Fire Code # 1408.7 'Temporary covering of fire protection devices. Covers over fire protection devices to prevent damage or false alarms shall be cleared after every work period. 6. Fire Code # 1409.7 Emergency Telephones, An emergency phone shall be provided at all times in areas of demolition and or constriction, 7. Fire Code # 1410.1 required access. Fire Lanes are to remain clear at all times. &. All construction plans shall be submitted to the Fire District for approval. 9. Flans shall be submitted to the Fire District for the following, ® Change orders for the approved submitted plans. I O.AII construction dumpsters shall be a minitrium of 20 feet form any structure. I I.AII Fire Lanes shall remain clear of construction vehicles at all times of construction. 12.All Fire Alarms shall remain in- service while work is being performed. The Fire District shall be notified of any shut down of these systems. 13.A required fire extinguisher with a minimum rating of 2A -40BC shall be within 10 feet of all "HOT WORK OPERATION'. 14.Smoke Zone updates shall be coordinated with Exempla staff and the electrical contactors. 15.All doors off of the rated corridor shall have self - closing door devices. 16.All fire caulking .shall be the depth of the opening. 17.An emergency phone shall be supplied by the General contractor for job site emergencies. 18. All inspections shall be scheduled through the Fire District and the City Building (Department. A minimum of 24 Flour notice. 19, Copies of requirements for submittals of sprinklers are 'attached to this plan review. 20,A11 keys to rooms shall be supplied to the Fire District for the required Knox Box. (Master keys shall snatch existing.) 21.The Life Safety Code shall be adhered to at all times. (For copies contact me at the Fire District..) 22.The Fire District shall be notified during all rough -in inspections and final inspection with a 48 hour notice before. Construction I. flans submitted to the Fire District for review had several items which were unreadable. Resubmittal ofthese pages are required. (C3.6) 2. The distances for the curb cuts will need to be addressed for the entry to the Fire Lanes off of 38d` Ave. The spec sheets will need to be covered in future submittals. 3. Bollards shall be added to protect all hydrants that are susceptible to vehicle damage. See areas highlighted on approved plans. ( C 7.2) I ,- -1 Lei n Z :" m v rf n Z n Z O -q M a v C F m I M n O d 3 3 Au g s , SOT o r S d q ID S S g C N m a g a S 3 M m n d O fb C O Z CD m r o * V 0 N ?1 3 v d F) p c 9 U)i n Ri O v a m c ® w o � o` a z r D P v r r 2 D � D � n m z z � N D D M 0) O 0 o y z O N w i a d 3 3 Au g s o r S d q ID S S g C N m a g a p M m n d O fb O Z CD m r o } S ' t' • 3 N 0 N a m td � pt � t C N � .Q N A N C o a ' O O tD CL a S a C a m 0 CD �� O W Q C O W a G co C oO =r CO c cn V7 O � co C) CD O W W O t LU s o r c 4 n e t6_ C CD f C N m a g a p M m n d O } S ' t' • 3 N 0 N a m td � pt � t C N � .Q N A N C o a ' O O tD CL a S a C a m 0 CD �� O W Q C O W a G co C oO =r CO c cn V7 O � co C) CD O W W O t LU r - n e t6_ j. CE O o 0 m n d O fb O Z CD m r o 0 Z w v d F) p CO m 9 U)i n O v a m c o � a z r D v r r D � D � m z z � N D D M 0) O 0 o z O N w } S ' t' • 3 N 0 N a m td � pt � t C N � .Q N A N C o a ' O O tD CL a S a C a m 0 CD �� O W Q C O W a G co C oO =r CO c cn V7 O � co C) CD O W W O t LU h N w o IN M� Liii r r, k � M 4 f s �. r 1 1 Liii r r, ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 3660,452.00 FEES Permit Fee - 19,933.70 Plan Review Fee 12,956.91. Total Valuation .00 Use Tax 65,888.14 ** TOTAL ** _ _98, 778.75 ?Comments: !!!, ;Sunrise Engineering (TT): plans approved w/ comments. Must comply w/ 2003 IBC & 2005 NEC... ` Subject to field inspection. �DS: See Fire Department comments. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C).and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The Issuanc of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor An apof, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All p a �,yiew is spbjgEt to field inspections. of date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge T 4 00100 �„ Commercial Miscellan PERMIT - 070702 PERMIT NO: 070702 ISSUED: 07/11/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 01/07/2008 DESCRIPTION: north pavilion interior utility re -feed * ** CONTACTS * ** go 303/295 -2511 M.A. Mortenson, Jr 01 -8817 M. A. Mortenson Company owner 303/425 -4500 Exempla Healthcare sub 303/227 -4818 Gary A Thiaville 01 -8567 Sturgeon Electric Co. sub 970/669 -1666 Dwight Brinkman 02 -1413 U.S. Engineering Company sub 970/669 -1666 Robert R. Brunson 01 -9423 U.S. Engineering Co. * * PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 3660,452.00 FEES Permit Fee - 19,933.70 Plan Review Fee 12,956.91. Total Valuation .00 Use Tax 65,888.14 ** TOTAL ** _ _98, 778.75 ?Comments: !!!, ;Sunrise Engineering (TT): plans approved w/ comments. Must comply w/ 2003 IBC & 2005 NEC... ` Subject to field inspection. �DS: See Fire Department comments. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C).and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The Issuanc of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor An apof, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All p a �,yiew is spbjgEt to field inspections. of date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ■ • I LJ n Z YL ch U m v r•1 LJ 0 Z 0 O M a X v Z r m on m O g d g � m F S P� T - 0 Q - N O O z Z- Z a_ f° f0 C C 0 C CL O m OD 17 a > CL > O Z x C w CD fl) T_ O N z US m S CI Co CD u 0 ' � p W m 3 n O m wz ® �fp -i T Cf) O G) z o< D r D Cf) y X m n r T m ° z �( D > m z 1 Z 0 G) 0 s 0 9 o y Z a g d g � m F S N S c S m S O O z a_ f° f0 C C 0 C CL O m OD 17 a > CL > O Z 0 iD z N 7 O N z US d W S O O z a_ f° n C C 0 C CL O m OD 17 a > CL > O Z 0 iD z N 7 O N z US m d W S O n 0 Z iD z N 7 O N z US m S CI Co CD u 0 ' � p W m 3 n O m wz c -i T Cf) O G) z o< D r D Cf) X m r T m �( D > m z 1 Z 0 G) 0 s 0 9 o a 1 W N cr A m At � cD C .tt � tp 'C CL C a C . c. cc w 7 N V Cn = W Q C O 0 � < �W 0 co Co X00@ Q C71 O CD Q N P O CA) C W c O 0 N < \ \�d` \ ` � \� # �. � / � � � \�� �� . \ � \ 9 w A knih7l l ei � ra t IV r!. L�J ♦ I M a Z M< O III 0 -0 X C O D .�..� Z m 0 0 M< c N Z V/ r c n M m v o n - I m 0 on of d 3 c F t3 S � q tO S to S j. 3 CA 0 m w O C7 $' z 0 N z A c� m t� k ill s Ld u j. -on O • O C7 $' z 0 N z A c� m t� k ill s Ld 1*j •x. w (b C; m N V! N CL O cr tD CL w V i CD • CCJI cl w Q o co (a - N N C O 0 �aD ul o m Cho CD CD C) C) w CA) �, �;. FI I L j. -on O O C7 $' z 0 N z A O m r s z O p cQ W 9 m m � > A m c —1 O G) �z � r Cn b m m E3 N D m Z G) 0 M o 3 � m C- O Ou 1*j •x. w (b C; m N V! N CL O cr tD CL w V i CD • CCJI cl w Q o co (a - N N C O 0 �aD ul o m Cho CD CD C) C) w CA) �, �;. FI I L N r , C1 a rn N P N l r r W It lei �a4 , 04 l4ab11D �� �9�1 �e� ►�rec� o � ,Q p� <D va � 6 /o`�D f 7d U/ � � �n� - �J� NP2 -274 {/.� D.Z - NP2 -231 {�1. e1.f1 1 Yae D.2 NP2 013A "�' �. ���. UP one layer s x NP2 -012A - NP2 -286A NP2 -271 5 NP2 -29 j P2 -294 x P2 -296 P2 -29 Q 4o p v p +wo m yers NP2 -286 NP2 -294 NP2 -296 NP2 -298 NP2 -292 - NP2 -012 - E € NP2 -287 $ a € a E E,1 NP2 -297B NP2 -291 NP2 -241 E ' 1 NP 309 j '• NP2 -293 ' °"� ^�` .r NP2 -071 ' % E.5 9 ,} NP2 -297 �. E.5 NP2 -303 n NP2 -011A NP2 -225A w , � N € F M NP2 -312 NP2 -311 NP2 -225 z. o LLLJJJ - - NP2 -221 e_ p N NP2 -224A M N _ z NP2 -327 NP2 -323 M K P i I O NP2 -221C 5 z NP2 -315 F.5 H # NP2 -325- m _ NP2 -224 F.5 F.8 „ NP2 -313 NP2- 21 5.6 5.7 6 6.4 6.6 6.7 6.8 7 71 7.4 E8 STAIR #3 < NP2 -327 NP2 -377 NP2- 27A G "a " f _ NP2 -230 NP2 -229 g I NP2 -314 u NP2 -311 o z NP2 -319 NP2 -216 NP2 -229A NP2 -010 NP2 -0CI9 NP2 -008 NP2 -007 NP2 -C - _ a NP2 -274 NP2 -2 8 h ELEVATOR //37 ❑ NP2 -228A a ELEVATOR #32 NP2 -211 NP2 -211 - NP2 -201 INSPECTION RECORD F_ OccupancvfTVpe INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. k Ili I 77 ST N,I0 11 d1'a Il 1G� INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS .DOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Weatherproof / French Drain 1 Lath /Wall tie Sewer Service Lines JCL �2v, /v� JiIcST�ivE Mid -Roof Water Service Lines Electrical Service CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Uriderground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Building Final 1 Lath /Wall tie 5'8OY JCL �2v, /v� JiIcST�ivE Mid -Roof R,O.W.& Drainage START ALL ROUTING ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping **NOTE:. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A ..,:.CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Electrical Service Rough Electric V Rough Plumbing Gas Piping Rough Mechanical FINALS Electrical Plumbing Mechanical Roof Building Final 1 Fire Department R,O.W.& Drainage START ALL ROUTING ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping **NOTE:. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A ..,:.CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. FANCY NOT PERMITTED UNTIL CERTIFICATE OF UCCUPANCY 15 Issutu PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE Building Inspection Division r 4000or (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: R/:F Job Address: _ 3c�� 3 7W Permit Number: 7 2 ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No 'When corrections have been made, call for re-inspection of 303 -234 -5933 Date: f �� /n Inspector: i9 DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: OFF Job Address: rl tfl. 3drW Ate/ Permit Number: CJ °7 / 3 /S �uf 0 j ❑ No one available for inspection: Time AM /PM Re- inspection required: Yes No 'When corrections have been made, calf for re inspection at 303 - 234 - 5933 Date: ire Inspector: ` DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE �� Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: L?F Job Address: VAMa ' w . ; `701 Permit Number: 6 �"e$ 11019, .44 �°l /SGg• T. . i7/S�Y�.�r ! Tb �.0 -o2s�7 $l d j�G r ..... AAA -V /7_ ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes "When corrections have been made, call for / re - Inspection at 3o3 234 - 5933 Date: sp Inspector � e_ DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division 7;4 0 60 000 (303) 234-5933 Inspection line ,000 (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: QW_!' PAP_1-i A L Job Address: 3;Fora vs. M Permit Number: :971344 ❑ No one available for inspection: Time //.AR AM/PM Re-Inspection required: Yes No "When corrections have been made, call for re-inspection at 303-234-5933 Date: 1V°1x~ Inspector: ,6 DO NOT REMOVE THIS NOTICE CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 071178 Issued: 01/04/08 Stipulations: Central Monitoring This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 8300 W 38TH AVE Parcel Number: 39- 262 -00 -010 Owner: EXEMPLA HEALTHCARE Contractor: M.A. Mortensen, Jr M. A. Mortensen Company 1621 18t St. Ste 400 Denver, CO 80202 For the Following Purpose: Comm. Tenant Finish Coc�Editions NO change shall be made in the USE of _✓✓ 2003 ICC /2005 NEC this building without prior notice _ 2003 ICC /2002 NEC and a new Certificate of Completion 1997 UBC /2002 NEC from the City of Wheat Ridge. S inkler stem j Ch'e Bu ding Inspector oning d inistrator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES m City of Wheat Ridge CO LOR 0 100 Comm. Tenant Finish PERMIT 071178 PERMIT NO: 071178 ISSUED: 10/29/2007 JOB ADDRESS: 8300 W 38TH AVE - EXPIRES: 04/26/2008 DESCRIPTION: REMODEL /TENANT FIN PER ATT: FOR CENTRAL MONITORING CONTACTS * ** GC 303/295 -2511 M.A. Mortenson, Jr 01 -8817 M. A. Mortenson Company OWNER' : 303/425 -2500. EXEMPLA HEALTHCARE ** PARCEL INFO ** ZONE CODE: UA - USE: UA. SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** - ESTIMATED PROJECT .VALUATION: 183,475..00 FEES - Permit: Fee 1,903.47 Plan Review Fee 1 Total Valuation .00 Use Tax : '3,302.55 * *:TOTAL ** 6,443.28... Comments: JS: APPROVED SUBJECT TO FIELD INSPECTIONS I hereby certify that the .setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C). and all other : applicable: Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of .contractor /owner date 1. This permit was issued in accordance with the provisions .set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue. date. Requests for an extension must be received prior to :expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not .exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one '(1) year, full fees shall . be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector. twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job 6. The issuance of a permit or the approval, of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is sub VV inspections Signature of Chief Buildi Of ial. date INSPECTION REQUES LINE: (303)234 -5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS .DAY Fo�ECTION THE FOLLOWING BUSINESS DAY 1 f` t,., „ AT '4: t ..�u 1d �l x .14,,: t .___. .___ ,I �L 't, \`�.: i a.:, at Fi�i A ^: f::i:� •__. __..... �, 7�.�b,n <Um .... ,..._ .,. t � i �s sue' �_o.., ..,wi _ ife :.. ; ' n'''i.. 41 a''.,.�_ ^ .•F: ......�,�._,,._. :.Sra'L "£ _._:•_..:0�3 ._....... «... 1'US' �, ,: z >!`5tib5 '..ter• IM XTI _ f> l' _ w3. .ne: �.: �Jh.7 ✓, e . >:... r;S.u,. . .._�i.t'Y ....,,_ {. d t v ?3 U it v at ..,,...._._._ m..: , 1i .L �lt , l .t t i� ...:., 9- v L Sa. -:... • F .,_ I:'r L....i.- .... ' _�..:. 31 I_ ! 1� (1 i. (3. `t i' ot�. k h%V 'r'.:s.�..vki;Lr. .. v.: a.{ `} i:9 To - 1 u' { -._'-, 1 T. T31 . - - SSa "r: •r r3Y ;%I U. T.'.,i i. - o::ia o et .s 'si�;l.` n[u ±; ^ JfNS.. ji nw _ - J 1 :. j r3 :1.' ;a Lf.S • Y. 1 8;;°I �_,�._..,...� ..e . e__._._.......v.=._ .......... .......tea.._" /. _ TRANSMITTAL LETTER U.S. Engineering Co: -CO Transmittal #:. 1845 -0046 729 South East 8th Street Date: 11/16/2007 Loveland, CO 80537 -- Phone: (970) 669 -1666 Fax: (970) 663 -0685 Project Exempla Lutheran Subject: Re -Feed Med. Gas Certification Phone: (303) 467 -4876 Fax: '(303)467 -4855 To: M.A. Mortenson Company - Items listed are being sent: Attn: Matt Cooper El J Enclosed 8300 West 38th Ave. Addenda Cover Wheat Ridge, CO 80033 Under Separate u� Via Hand Delivery We are transmitting the following to you: Product Data n Samples L] Shop Drawings ❑ Architectural Drawings Letters Specifications F Engineering Drawings Change Order Requests Item No. Item Date Copies For Description /Remark 01 11/11/2007 2_ Your Use Re -Feed Med. Gas C i For 1st, 2Md, 3rd, & 4tn Action. CC. Issue A °3 [ CC: CC. �( "' CC: CC: CC �OPIES TO: File Sal Move Sincerely, e �® O By: Nick Dil er Project Engineer Received By: Date: Page I of 1 ❑ O &M Manuals Plans El Prints ❑ Addenda >' THIRD FLOOR CENTRAL MONITORING ROOM EXEMPLA LUTHERAN MEDICAL CENTER 8300 W. 38TH AVE. WHEAT RIDGE, CO 80033 i JANUARY 2008 1 _ TESTING Comp N PO BOX 27706 ADJUSTING Mechanical DENVER, CO 80227 TABB CERTIFIED Balancing, Inc. FAX 303- 972 -7453 SYSTEM BALANCING PHONE 303- 948 -5429 "I TESTING GOOmTbmr2 m ADJUSTING R9 m c "(s h%m n GAIb SYSTEM BALANCING oximmni c zma' o Bmc . : l GENERAL INFORMATION I PROJECT THIRD FLOOR CENTRAL MONITORI ROOM LOCATION 8300 W. 38TH AVE., WHEAT RIE ARCHITECT H + L ARCHITECTURE MECHANICAL ENGINEER CATOR, RLM & ASSOCIATES S H'ETME'cAL CONTRACTO U. S. ENGINEERIN COMPANY - , I BALANCING CR C.C'A'1'IE T F.RANGEL ^� INSTRUMENTS USED I FLOW HOOD BALC tFTER FLOW HOOD SHORTRIDGE ANEMOMETER DAVIS SPEED INDICATOR BIDDLE )� AMMETER AMPROBE - j VOLTMETER AMPROBE - INCLINED DRAFT GAGE DWYER 0- 0.25" 0- 0.50" 400" i MAGNEHEL GAGE PRESSURE GAG 0- 0.50" 0 -1.0" 0 -2.0 0 -4.0" 0 -8.0" i - 30 --+30 PSI 0 -60 PSI 0 -100 PSI PRESSURE GAGE DIFFERENTIAL BARCO 0 -50" 0 -100" 0 -100' MIDWEST 820 � PYROMETER ALNOR li THEF&KIIETERS ATKINS TYPE 396 FLUKE TYPE 52 MICROMANOMET ALNOR TYPE 530 PROJECT ALTITUDE 5200' [� FLOW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) �l STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED PAGE NO. 6271 P.O. BOX 27706 DENVER, CO. 80227 FAX 303 - 972 -7453 PHONE 303 - 948 -5429 CO 80033 Ia. Y9 Ii dl iI_l7 TYPE DIGITAL TYPE DIGITAL TYPE ICA 6000 TYPE 99 Cad Catlett BBODMC Not Vend Unless Signed X VELOCITY CoORbL�l�� DENVER C 3C r COLORADO BALANCERgo EEC. PAGE 6271 -1 AIR SYSTEM RECAP SHEET JOB: EEMC - THIRD FLOOR CENTRAL MONITORING ROOM ZONE OR REQ'D ACT'L % OF FUNCTION UNIT NO. MAIN CEM CEM REQ'D MIN REMARKS PAGE SUPPLY AC -1 1 -4 1200 1221 102 HIGH SPEED 2 -3 SAL 1200 1221 102 DIRECT DRIVE RETURN R -1 - R -3 1200 1205 100 3 TOTAL 1200 1205 100 I � i i C�o�QbQ�Q PAGE sN!(c�c�In��1Fn1bC�F�b DATE EQUIPMENT DATA A) PROJECT PIT — 3RD FLOOR CENTRAL M3WIORING ROOM 6271 -2 O1 -07 -08 UNIT NO. AC -1 PLAN IDC. MAKE TRANS MODEL NO. 2TEC3F36B1000AA Sm. W. 74235B81V RATING 1200 CEM INITIAL RPM DIRECT DRIVE B) MXOR GE ERAr ELECT HP. 1/3 FI NAL RPM RATED EEL' /PF DIRECT DRIVE NONE GIVEN TYPE NONE GIVEN PH. 1 RATED SPEED 1080 3 SPEED MEAS.VOLTS (L /L) SF. NONE GIVEN RATED VOLTS 208 — 230 -� INITIAL AMPS 2.06 FR. NONE GIVEN RATED AMPS 2.20 MEAS.VOLTS (L /G) 121 S F AMPS NONE GIVEN FINAL AMPS C) HPA}7PFR 2.06 SIZE THF: wis (EXIST) AMP RATING THERMAIS (RBQ'D) AMP.RATING OTHER BUILT IN OVERLOAD PROTECTION '. D) DRIVEN SHEAVE X BORE DRIVER SHEAVE X BORE ETS SIZE X ND.BELTS ` MDT. ADJ. IN /OUP CL. DIST. DRIVE CEANGE SETT QUU E) FILTERS IN —0.25 IN. OUT —0.34 IN. DROP —0.09 IN. HEAT COIL IN IN. OUT IN. DROP IN. COOL COIL IN —0.34 IN. OUT —0.52 IN. DROP —0.18 IN. FAN IN —0.52 IN. OUT 0.05 IN. RISE 0.57 IN G) PUMP IN PSI OUT PSI RISE PSI FT DEAD HEAD IN PSI OUT PSI RISE PSI FT H) REMARKS HIGH SPEED r� ` AREA= SQ. FP.X FPM= C M l FINAL . Fr. X F PIt- - CFM PROJECT 3RD FL CENTRAL MONITORING RM LOCATION ELMC — E WING FAN SYSTEM AC -1 CONTRACTOR U. S. ENGINEERING PAGE NO 6271 -3 DATE 01 -07 -08 BALANCER C. C. & F. R. aQa� SIZE REQUIRED TESL' 1 TESL' 2 TEST 3 FINAL OPENING PLAN AREA VEL CEM VEL % VEL % VEL % VEL CEM % R1211RRS 1 AC -1— 1 24/24 1.10 273 300 255 94 280 308 103 2 24/24 1.10 273 300 275 101 275 303 101 31241/24 1.10 273 300 300 110 280 308 103 4 24/24 1.10 273 300 250 92 275 303 101 100% OPEN TOML 1200 1221 RETORN R -1 26'SLT 1.10 364 4001 420 116 3751 413 103 R -2 25'SLT 1.10 364 400 310 85 3651 402 100 R -3 22/10 1.10 364 400 140 39 355 391 98 100% OPEM Zl7PAL 1200 1205 aQa� PARTIAL THIRD FLOOR HVAC DEMO PLAN SCAIE:T 4 =1 -0" DEMOLITION GENERAL NOTES: 1. EK ERG HEMS TO REMAIN ME DEROTED UGHRT UNIESS 07MME NORD, All ITEMS SlIOWN HATCHED OR CROES HATCHED WI BE REMOVE➢ UNIESS OVERDOSE- NOTED. 3. CONTRACTOR SHALL NOT SMrt -OFF OR PUT -WT OF SERNCE ANY SYSTEMS 09 SOMME MNIOUi FRET COORWNATNG MM THE OTNER 3. IT IS THE RESPONSIRIUTY OF THE CONTRACTOR TO NLT ME SIZE MD UNDERSTAND THE IRIFNT OF ME REMODEL MV.9K REBORED PRIOR NO BID NO EMkE N1LL BE PV.OWEO FOR YORK BORDIRM TO ACHIEVE THE BAD RESULT AS INDICATED BY ME CONTRACT MCOMEM, 4. CONTACTOP SH41 SEMINARS AND WORWNAR ME EYACT ENENT OF ' OEMOUTCN 10 PACUTAIE ALL .. INOICARo BY ME CONVOCi BROWNIE S. PRO' TO COMMENCEMENT OF ANY DEMOUTDV WINER• WHEY REINS WNDITONS MD NOTFY ENGINEER OF MY ERMEPANCIEE FOR GBRO 1HON. fi. ALL ITEMS WENNFIED R1 BE REMOVED $X. BE RENOVED DI MEN UNPIN ON= OM9MTSE NORD. REODKD. ITEMS MAN. BE TURNED EVEN i0 ME .. EIMER UNtE55 OMEMSSE NOTED MR OWNED W ME FAFA OS IMPTEO BY ME OWNER. REMOVE FROM SIR AND LEGALLY WORSE OF All MM5 ME INNER CN005£B NOT TO ACCEPT. 8. WHERE ERSTUIG PIPING TU BE REMOVED PARTS MOWN MOR£ THEY 91NL BE WT BACK TO WNEIIN CONWE c AND 9= SIR GROUT TO ABHORS A SNODM AND EVER SWISH WIN CONCRETE AIRPME. PARTIAL THIRD FLOOR HVAC PLAN HVAC GENERAL NOTES: 1. .. RRIREG w ME WNIMDI IS DETIEO N BSA DER. WXWbIB NO PFYW /AE G." Ucmtt, G. A DEEMED uIlP. S RE0. fMBI A mx51RI D ➢LR✓fi NYS TIE 54EIY DF BE GDOM 3. MERO E WOMEN OR W. CORMYS M AM'. ON SBPoRR ME SYST Y OR E58NRVE1'MINS ME ..NO MAW G.W. BPERMNE OR BKORRY. 3. LONIR4CNN B BROMOBBLE MR RHB BRRZMDX OFNL F)ERXB OI.YTDpNE PRIOR TO CORROME.I. OF .. 4. GOODERATE WOW( X1R Nll RESES 5. GJ.NM"IDR 6 .10M.. FOR 3Wftn6 NID RIMERHMi NS AW RCAF OR. RAT COMPNOR WRISG WOMNR MURE. S. CWROINVE ALL DBRNOPK AD PIPIND M11N EDGERM. REPORIE M. T. DONGOONOR RG L BE R6PoNSPIR WR DPGEMSED OF RUE- NOVIRM MUPME R AND KYWTED NWOR FOYPNENT. ONLY OI.T. H.B WP RE MR, WI OF GNOME AL MY M& WIN REROID`R OF UNITE UTT MERAEIO.WV. 0DEDIGE MTM GERRAL OJNIWSIER AND MIMER OJRMCIOR S. [9MbgCR 9WL NOi SNUEWWN /ilKE 0UEW5BtME MT E51WS WiMON flASf COBB... WN MATER A4D PRPIPJIG NO.P. _._ .. 9. M. SBPPLY YR 06HIYR RE A-tlAY NR PAMNi ONIESS ATWN DEGREE _ 10. OIIDT SEES OF.. NOT TO NR CLYI4E SITYL SE ME M SEE K NMX SRE OF IA oRACE U HRO, NOTED O .'h 11, B N0 . MMO OCI SIS LO OF I11 TA9ItLL BWS ENVL BFME SWC %EKMEIXIU SgFWIE IM1.IS5 IfD OTVAMSE ' 12. ALL MODEM PRESSURE AND IOW PRESSURE FIRM AS DL'LTIN.dI SWll BE IXIFPILWY WRlkT W TW M AS 9M M ff£M1Gl E RETRN MD E)WBST AIM S MR UNM NOR WROPPED. NR6S KOM MEMBER CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 070703 Issued: 12/20/08 Stipulations: Doctors Lounge remodel This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 8300 W 38TH AVE Parcel Number: 39- 262 -00 -010 Owner: EXEMPLA LUTHERAN Contractor: M.A. Mortenson, Jr M. A. Mortenson Company 1621 18t St. Ste 400 Denver, CO 80202 For the Following Purpose: Commercial Remodel Cock Editions _ 2003 ICC /2005 NEC _ 2003 ICC /2002 NEC 1997 UBC /2002 NEC Sprinkler Wstem ng NO change shall be made in the USE of this building without prior notice and a new Certificate of Completion from the Citv of Wheat Ridaa. IFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES lot WHE42- m City of Wheat Ridge oRao° Commercial Remodel PERMIT - 070703 PERMIT NO: 070703 ISSUED: 07/11/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 01/07/2008 DESCRIPTION: DOCTORS LOUNGE RENOVATION PER ATTACHED PLANS * ** CONTACTS * ** GC ..303/295 -2511 M.A. Mortenson, Jr 01 -8817 M. A. Mortenson Company OWNER 303/425 -4500 EXEMPLA LUTHERAN * *.PARCEL INFO ** ZONE CODE: UA : USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ * *. FEE SUMMARY ** .ESTIMATED PROJECT. VALUATION: 25,466.00 FEES `Permit Fee 521.83 Plan Review Fee 339.19 Total Valuation .00 Use Tax 458.39 * *.TOTAL ** 1,319.41 Comments: BM: 6/2$/97 Pending field inspection okay with notes on plans DS: see WRFD notes I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building. Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. I£ this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or Will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. S. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and :shall receive written approval on inspection card before proceeding with successive phases of the job. 6.. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, an olation of he provisions of the building codes or any other ordinance, law, rule or regulation. All plan review jeer to r d inspections. � Si . gnature of ChieV9ffKM g"OffVcWf date:. INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 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WHEAT RIDGE, CO 80033 JULY 2007 f ] l � , TESTING Complete PO BOX 27706 ADJUSTING Mechanical DENVER, CO 80227 TABB CERTIFIED Balancing, Inc. FAX 303- 972 -7453 SYSTEM BALANCING PHONE 303 - 948 -5429 z t1 PAGE NO. 5903 TESTING P.O. BOX 27706 ADJUSTING DENVER, CO. 80227 - SYSTEM BALANCING mE6mm ma o mc o FAX 303- 972 -7453 PHONE 303- 948 -5429 GENERAL INFORMATION PROJECT ECMC - 2ND FLOOR SOUTH WING - PRE READ & SHEAVE CHANGE LOCATION 8300 W. 38TH AVE., WHEAT RIDGE, CO 80033 ARCHITECT H + L ARCHITECTURE MECHANICAL ENGINEER CATOR, RUMA & ASSOCIATES S CONTRACTO U.S. ENGINEERING BALANCING CR C.CA'T*f,ETT DATE JULY 2007 INSTRUMENTS USED FLOW HOOD BAICHETER rl FLOW HOOD SHORTRIDGE ANEMOMETER DAVIS TYPE ICA 6000 }� SPEED INDICATOR BIDDLE TYPE 9915 AMMF.TF.R - AMPROBE TYPE DIGITAL VOLTMETER AMPROBE TYPE DIGITAL INCLINED DRAFT GAGE DWYER 0- 0.25" 0- 0.50" 400" MAGNEHFL GAGE 0- 0.50" 0 -1.0" 0 -2.0" 0 -4.0" 0 -8.0" PRESSURE GAG - 30 --+30 PSI 0 -60 PSI 0 -100 PSI PRESSURE GAGE DIFFERENTIAL BARCO 0 -50" 0 -100" 0 -100' MIDWEST 820 PYROMETER ALNOR THERM CaMFmFRA ATKINS TYPE 396 FLUKE TYPE `�.t� 52 G A( B MICROMANOiMETER ALNOR TYPE 530 � v � y Carl Catlett C) e Z NNyalidll� n �. osr,�o� PROJECT ALTITUDE 5200 �e�t►fied Coy FLOW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) X VELOCITY STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED DENVER COLORADO J GII�S1G b1�o PAGE 5903 -1 AIR SYSTEM RECAP SHEET l JOB. ELMC — 2ND FLOOR SOUTH WIM — PRE READ & SHEAVE CHANM ZONE OR REQ'D ACT'L % OF FUNCTION UNIT NO. MAIN CFM CFM REQ'D MIN REMARKS PAGE SUPPLY AHU -8 1 -100 N.G. 21686 2 -8 TOTAL N.G. 21686 RETURN RF -8 TOTAL 3 �1 0 , C�o�pIl @@ �c�lrau��craIl nr�Iln�uc�b�g o pnc o EQUIPMENT DATA A) PROJECT EIW — 2ND FTDOR SOUTH WING — PRE READ PAGE DATE & SHEAVE CHANGE 5903 -2 07 -22 -07 UNIT NO. ABU -8 PLAN IOC. MARE TENIIML MODEL NO. BS57P SER. NO. 21286 RATING NONE GIVEN INITIAL RPM 1252 B) NOTCR CENTURY BP. 50 FINAL RPM RATED EEC' /PF 846 94.5 / 83.0 TYPE SCE PH. 3 RATED SPEED 1725 MEAS.VOLTS (L /L) 476 480 481 SF. 1.15 RATED VOLTS 230 / 460 INITIAL AMPS 42 40 42 FR. S326T RATED AMPS 120 / 60 MEAS.VOLTS (L /G) 280 279 273 S F AMPS NONE GIVEN FINAL AMPS C) STARTER 42 40 42 SQUARE D SIZE 3 a THERtgaS ADJUST 30 TO 90 (EXIST) AMP RATING SET ON 57 1 1 IG (REQ'D) AMP.RATING OTHER r. D) DRIVEN 5C12.OE SHEAVE X BORE E 2 7/16" DRIVER 5C8.5E SHEAVE X BORE E 2 1/8" I BELTS C90 SIZE X NO.BELTS 5 MOT. ADJ. IN /OUT CL. DIST. DRIVE CHANGE 5C18.OE BELT CHANCE C100 E) FILTERS IN —0.45 IN. OUT ND ACCESS IN. DROP 0.45 IN. HEAT COIL IN NO ACCESS IN. OUT —1.40 IN. DROP —1.40 IN. COOL COIL IN 4.49 IN. OUT 1.94 IN. DROP —2.55 IN. FAN IN —1.40 IN. OUT 4.49 IN. RISE 5.89 IN. G) PUMP IN PSI OUT PSI RISE PSI FT DEAD BEAD IN PSI OUT PSI RISE PSI FT H) REMARKS AREA SQ. FT.X FPM= CEM FINAL: SQ. ET.X FPM= CFM 1 .......................... Gomplato PAGE 5903 -3 IM(C�o�nl�3&o�1b DATE 07 -22 -07 Bnb��o�L�g 400 EQUIPMENT DATA A) PROJECT EIMC - 2ND FLOOR SOUTH WING - PRE READ & SHEAVE CHAD UNIT NO. RF -8 PLAN IOC. MAKE PORTER ELECT MODEL NO. 3650 SER. NO. 100 -36- 2022 -5 RATING INITIAL RPM FINAL RPM _) B) MOTOR CENTURY HP. 25 RATED EFF /PF 93.6 / 87.5 TYPE SCE PH. 3 RATED SPEED 1765 MEAS.VOLTS (L /L) 476 480 481 SF. 1.15 RATED VOLTS 230 / 460 THFRMArS INITIAL AMPS FR. 2842 RATED AMPS 57.2 / 28.6 MEAS.VOLTS (L /G) 280 279 273 OTHER S F AMPS NJNE GIVEN C) SEM= SQ= D SIZE 2 THERMALS ADJUST 15 7O 45 (EXIST) AMP RATING SET ON 35 THFRMArS (REQ'D) AMP.RATING OTHER (� D) DRIVEN 5V9.5 -3 -SF SHEAVE X PURE SF 2 3/16" DRIVER 5V7.5 -3 -SF SHEAVE X BORE SF 1 7/8" BELTS 5V1000 SIZE X NO.BELTS 3 NOT. ADJ. IN /OUT CL. DIST. DRIVE CHANGE BELT CHAIM E) FILTERS IN IN. OUT IN. DROP IN. e HEAT COIL IN IN. OUT IN. DROP IN. COOL COIL IN IN. OUT IN. DROP IN. EPN IN IN. OUT IN. RISE IN. G) PUMP IN PSI OUT PSI RISE PSI FT DEAD HEAD IN PSI OUT PSI RISE PSI FT H) REqRK3 AREA= SQ. FT.X FPM= CEM FINAL SQ. FT.X FPM= CEM Complete PAGE 5903 -4 Mec hanical - DATE 07 -22 -07 Balancing, Inc. V IGRID TRAVERSE, COIL FACE PROJECT: ELVE - 2ND FLOOR SOUTH WING - PRE READ & SHEAVE CHANGE Operation AHU -8 R equir ed c fm; NONE GIVEN Duct size 109 Wide X 75 Deep Duct area 8175 Sq.In. = 56.77 Sq. Ft. 6 X 18.16 Wide Divi: 108.96 Total width. ( 6" max. per div. ) 4 X 18.75 Deep Divi: 75 Total Depth. ( 6" max. per diva ) 24 TDtal readings Iccate centers of area: Width Depth R eadin gs �l Q = VA = 382 FPM ) ( 56.77 SQ.ET.)= 21686 CEM AS- A= " Q = OF SPECIFIED. PIMU KS 1252 RPM = 21686 CFM 846 RPM = 14653 CFM F INAL i VEL. VEL. VEL. VEL. VEL. VEL. VEL. VEL. 1 422 459 456 473 520 331 2 261 391 402 407 475 344 3 357 297 375 358 404 361 4 326 392 418 350 361 217 5 6 7 8 9 10 11 12 1366 1539 1651 1588 1760 1253 TOM 9157 382 FPM. Q = VA = 382 FPM ) ( 56.77 SQ.ET.)= 21686 CEM AS- A= " Q = OF SPECIFIED. PIMU KS 1252 RPM = 21686 CFM 846 RPM = 14653 CFM F INAL i PROJECT ELMC - 2ND FL SOUTH WING PRE READ & SHEAVE CHANGE FAN SYSTEM AHU -8 CONTRACTOR U.S. ENGINEERING LI REMARKS AIRBAL PAGE NO 5903 -5 DATE 07 -20 -07 BALANCER C.C. REQUIRED TEST 1 TESL' 2 TEST 3 FINAL J OPE[IING A VEL CEM VEI $ VII % VEL % VEL C M % REMARKS AHU -B10 W24/241. N.G. 100 100 110 0 N.G. 100 100 110 I 0 N.G. 95 95 -105 0 N.G. 100 100 110 1 5 24/24 1.10 N.G. 60 60 66 6 24/24 1.101 N.G. 105 105 116 7 24/24 1.10 N.G. 60 60 66 8 24/24 1.10 N.G. 115 115 127 9 24/24 1.10 N.G. 185 185 204 1 10 24/24 1.10 N.G. 60 60 66 11 24/24 1.10 N.G. 120 1201 132 12 24/24 1.10 N.G. 290 2901 319 1 13 24/24 1.10 N.G. 295 295 325 14 24/24 1.10 N.G. 250 250 275 15 24/24 1.10 N.G. 260 260 286 16 24/24 1.10 N.G. 40 40 44 17 24/24 1.10 N.G. 150 150 165 18 24/24 1.10 N.G. 50 501 55 19 24/24 1.10 N.G. 175 1751 193 20 24/24 1.10 N.G.1 175 1 1751 193 21 24/24 1.10 N.G. 175 175 193 22 24/24 1.10 N.G. 175 175 193 23 24/24 1.10 N.G. 195 195 215 24 24/24 1.10 N.G. 180 180 198 25 24/24 1.101 N.G. 185 185 204 26 24/24 1.10 N.G. 180 180 198 27 24/24 1.10 N.G. 175 175 193 TAL N.G. 4455 LI REMARKS AIRBAL PAGE NO 5903 -5 DATE 07 -20 -07 BALANCER C.C. PROJECT ELMC - 2ND FL SOUTH WING PRE READ & SHEAVE CHANGE FAN SYSTEM AHU -8 CONTRACTOR U.S. ENGINEERING PAGE NO 5903 -6 DATE 07 -20 -07 BALAN C.C. l REMARKS AIROAL SIZE REQUIRED TESL' 1 TEST 2 TEST 3 FINAL 1 OPENIEG PiAN AREA VEL CEM VEL % VEL % VEL % VEL CFM % REMARKS AHU -B- 28 24/24 1.10 N.G. 65 65 72 29 24/24 1.10 N.G. 60 60 66 30 24/24 1.10 N.G. 60 60 66 31 24/24 1.10 N.G. 65 65 72 32 24/24 1.10 N.G. 60 60 66 33 24/24 1.10 N.G. 90 90 99 34 24/24 1.10 N.G. 80 80 88 35 24/24 1.10 N.G. 70 70 77 36 24/24 1.10 N.G. 100 100 110 37 24/24 1. 10 N.G. 95 95 105 38 24/24 1.10 N.G. 80 80 88 39 24/24 1.10 N.G. 65 65 72 4t/2 1.10 N.G. 65 72 41.10 N.G. r::6 65 72 41.10 N.G. 65 72 41.10 N.G. 65 65 72 41.10 N.G. 55 55 61 41.10 N.G. 60 60 66 46 24/24 1.10 N.G. 60 60 66 47 24/24 1.10 N.G. 55 55 61 48 24/24 1.10 N.G. 70 70 77 49 24/24 1.10 N.G. 80 80 88 50 24/24 1.10 N.G. 70 70 77 51 24/24 1.10 N.G. 70 70 77 52 24/24 1.10 N.G. 70 70 77 53 24/24 1.10 N.G. 50 50 55 54 24/24 1.10 N.G. 50 50 55 TOTAL N.G. 2024 l REMARKS AIROAL PROJECT ELMC - 2ND FL SOUTH WING PRE READ & SHEAVE CHANGE FAN SYSTEM AHU -8 CONTRACTOR U.S. ENGINEERING SIZE OPENING PLAN ACT' AHU -8- 55 24/24 56 24/24 57 24/24 58 24/24 59124/R4 62 24/24 63 24/24 64 24/24 65 24/24 66 24/24 W 70 24/24 71 24/24 72 24/24 73 24/24 74 24/24 24/24 24/24 24/24 24/24 lmll 1.1 1.1 1.1 1.L 1.L 1.11 1.1( 1.1( 1.1( 1.1( 1.1( 1.R 1.1( 1.R 1.R 1.1L 1.10 1.10 1.10 1.10 1.10 1.10 1.10 PAGE NO 5903 -7 DATE 07 -20 -07 BALANCER C.C. REQUIRED TEST 1 TEST 2 TEST 3 FINAL VEL CFM VEL % VEL % VEL o VEL CFM $ REMARKS N.G. 50 50 55 N.G. 45 45 50 N.G. 100 100 110 N.G. 100 100 110 N.G. 30 30 33 N.G. 100 100 110 N.G. 60 60 66 1 N.G. 120 120 132 N.G. 50 50 55 N.G. 75 75 83 N.G. 70 70 77 N.G. 150 150 165 N.G.1 170 170 187 N.G. 170 170 187 N.G. 135 135 149 N.G. 30 30 33 N.G. 155 155 171 N.G. 150 150 165 N.G. 170 170 187 N.G. 105 105 116 N.G. 130 130 143 N.G. 110 110 121 N.G. 105 105 116 N.G. 70 70 77 N.G. 50 50 55 N.G. 2750 AIRBAL _ _ CcNPL MECHANICAL RATAW i 4 . C OPETIIIVG AHU -8- 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 TOTAL TOTAL AHU -8 REMARKS PROJECT ELMC - 2ND FL SOUTH WING PRE READ & SHEAVE CHANGE FAN SYSTEM AHU -8 CONTRACTOR U.S. ENGINEERING PAGE NO 5903 -8 DATE 07 -20 -07 BALANCER C.C. AIRBAL Fl SIZE RE QUIRED TEST 1 TEST 2 TEST 3 FINAL PLAN AREA VEL CEM VEL % VEL % VEL % VEL CFM % REMARKS 24/24 1.10 N.G. 60 601 66 24/24 1.10 N.G. 65 651 72 24/24 1.10 N.G. 80 80 88 24/24 1.10 N.G. 80 801 88 24/24 1.10 N.G. 40 401 44 I 24/24 1.10 N.G. 170 1701 187 24/24 1.10 N.G. 50 501 55 24/24 1.10 N.G. 160 1601 176 24/24 1.10 N.G. 35 35 39 24/24 D ELETED 24/24 1.10 N.G. 130 130' 143 24/24 1.10 N.G. 180 180 198 24/24 1.10 N.G. 285 285 314 24/24 1.10 N.G. 260 260 286 24/24 1.10 N.G. 100 100 110 24/24 1.10 N.G. 150 150 165 24/24 1.10 N.G. 60 60 66 24/24 1.10 N.G. 70 70 77 24/24 1.10 N.G. 130 1301 143 24/24 1.10 N.G. 120 120 132 24/24 1.10 N.G. 230 230 253 N.G. 2701 N.G. 11930 AIRBAL Fl CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 070801 Stipulations Issued: 01/04/08 TCU (3rd & 4th floor) Renovation This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 8300 W 38TH AVE Parcel Number: 39- 262 -00 -010 Contractor: M.A. Mortenson, Jr M. A. Mortenson Company 1621 18t St. Ste 400 Denver, CO 80202 For the Following Purpose: Comm. Tenant Finish COV Editions _ 2003 ICC /2005 NEC _ 2003 ICC /2002 NEC _ 1997 UBC /2002 NEC St3rinkler System e NO change shall be made in the USE of this building without prior notice and a new Certificate of Completion from the City of Wheat Ridge. for Zoning AdM:rnistrator CATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES City of Wheat Ridge °�c� Comm. Tenant Finish PERMIT - 070801 PERMIT NO: 070801 ISSUED: ' JOB ADDRESS: 8300 W 38TH AVE EXPIRES:. 01/29/2008 DESCRIPTION: 3RD /4TH FLOOR /TCU RENOVATION PER PLANS * * *. CONTACTS.: * ** GC 303/295 -2511 M.A. Mortenson, Jr `:01 -8817 M. A. Mortenson Company - SUB 303/227 -4818. 'Gary A Thiaville '.01 -8567 Sturgeon Electric Co... SUB .303/669 -1666 01 -9423 U. S. Engineering Co.. SUB 970/669 -1666 .Dwight Brinkman 02 -1413 U.S. Engineering Company OWNER 303/425 -4500 EXEMPLA. * * PARCEL INFO * ZONE CODE: UA USE: UA SUBDIVISION.: ; UA BLOCK /LOT #:.. 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 292.,160.00 FEES Permit Fee 2,696.99 .Plan Review Fee. ..:1,753.04 Total Valuation .00 Use Tax 5,258.88 ** TOTAL ** 9,708.91. Comments: JS: Approved as noted I hereby certify that the setback distances proposed by this permit application are accurate, and do . not violate applicable 'ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. .Signature of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other.. applicable ordinances of the City. 2. This permit .shall expire. 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the .discretion of the Building Official. 3. If this permit expires,a new permit may be acquired for a fee of one -half the amount normally .required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. .Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written appr val on inspection card before proceeding with successive phases of the job. 6.. The iss nc a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All view is subject to field .inspections Sigr., ure of .Chief. Building Official date INSPECTION REQUEST •LINE: (303)234 -5933 .BUILDING OFFICE: '(303)235 -2855 REQUESTS MUST BE .MADE BY 3PM ANY BUSINESS .DAY.. FOR INSPECTION THE FOLLOWING BUSINESS DAY. TRANSMITTAL LETTER U.S. Engineering Co. -CO Transmittal #: 1845 -0048 729 South East 8th Street Date: 11/29/2007 Loveland, CO 80537 Phone: (970) 669 -1666 xempla Lutheran Fax: (970) 663 -0685 Project: E To: M.A. Mortenson Company - - Items listed are being sent Attn: Matt Cooper Enclosed 8300 West 38th Ave. Wheat Ridge, CO 80033 - Under Separate Cover Via Hand Delivery Subject: Medical Gas Certifications Phone: (303) 467 -4876 . Fax: (303) 467 -4855 We are transmitting the following to you: ❑ Product Data 1 Samples i Shop Drawings r_1 Architectural Drawings Letters 1 Specifications Engineering Drawings Change Order Requests 1� O - & M Manuals Prints Item No. Item Date I Copies I For Description /Remark 01 11/27/2007 2 As Requested Re -Feed 3rd Flr. Transitional Care [so. Valve 02 11126/2007 2 : As Requested 2nd Fir, Center For Women Iso. Va ❑ Plans 11 Addenda Action: CC: Issue #: GS("-Ig CC: CC. CC: CC: CC: PIES TO: Sincerely, - :File / By: Nick Diller Project Engineer Received By: Date: - Page 1 of 1 r 3 I f i _ a! lyc 1 _ I- q a. y mi Arsh ._ ?1 >. An al_, vx ', u � i._.... -.. �) \Ti _%3.'r i5. �)S +d it Y�ll <.._._ lt._.L ,l2'. i�7_:ij:•T f' Ls , :r;r ._. _ :...._.X_3 roX i. = °.'- fi.T...C� ?i7 .r '� "J__L_y..._.«. .: _[T- , �...;t ] 'i :_:i'i'!_ "._,. "y.1.a. r.r ;g ".•. t „_r .:.. +. .< .tn:. _i,� ..: ;;::.• .. qk ..t.- ,1"',.,,,.�l,, .,. ... a 3 �' . .. - -max"- , _;. i): oe &q man! ._,., er.5. r "a '.y :.Lt /a...dv.i: vu:.3. a,r: r's,�'.,: ..:� 1__. ,. 1 d. »� r .. ,- oym slo ph--x- 3.33, 7— vel '✓ G. w Gan mw X_a.r.✓.1:3• System& ;vim , __A_ " -.. , r ,._. -' .. x:.: 5 ], S, �'.a.. ':. _,3., w -'t f : ' iC.C• Y C4 3,9 mat . P, post pusyS ;�f 'ai :a `a N PPP' '99 -`. f Vii':$ i,..�s $:'w.,.'x.:"<.. ti n5 u5 . ...�.v...�,_ _�.. .. •aS".�:�,�bd vS t .5 a•na ..,...,e.. R !n;,... �r3.. , th Does � Q m m- Amu -Rams � lok � __� ew rl i'Y . 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C7 0 h 2 C O a w G d d �+ a O � 2 iI ri c ca Q U U r U a H 16 `LL '1O U O .s �QQ N O m U G7 0 a O' z J o c L ti g U ui u Z U O I'M C L C cm a 0 V m U O 0 0 Z W Z a v z O z 2 q w a w o a Q a a a d � a J a < z a C7 0 h CA ie LL C N C D N @ - LL. 2 w m O yy �Y a ix O � w CL Z c @ y o o z e U _ w o c Z z c LL Z poly E m IL � a 3 3 0 a J o c L ti g U ui u Z U O I'M C L C cm a 0 V N C (� c a J V Z W v O 2 a a d a a h ie LL C N C N @ - LL. o m O yy �Y 5 0 J 1 � 1� s =s a loei �v � v h a� �i 'J Q J O 3 D 1 v 1\4 v v y - .4� h z t V �y a� .r ( h am W 1 9 F- S �7 J a 0 Z � C �i 'J Q J O 3 D 1 v 1\4 v v y - .4� h z t V �y a� .r ( h am W 1 9 F- S �7 J a - EXEMPLA LUTHERAN MEDICAN CENTER 1 MOB I, 3RD & 4TH FLOORS l 8300 W. 38TH AVE. j WHEAT RIDGE, CO 80033 AUGUST 2007 �1 1 TESTING Complete ADJUSTING Mechanical TABB CERTIFIED Balancing, Inc. ' SYSTEM BALANCING I� PO BOX 27706 DENVER, CO 80227 PHONE 303 - 948 -5429 J TESTING GOO i(p �G B ADJUSTING SYSTEM BALANCING t3�b1� fG4Fs1G mc. GENERAL INFORMATION PROJECT EXFMPTA LUTHERAN MEDICAL CENTER — MOB I, 3RD & 4TH FLOOR LOCATION 8300 W. 38TH AVE., WHEAT RIDGE, CO 80033 ARCHITECT H + L ARCHITECTURE ' 1 MECHANICAL ENGINIM CATER, RUMA & ASSOCIATES S BEETMF•`TWT. CONTRACTO US ENGINEERING BATANC NG CR EW C.CATTETT A.STRUBLE INSTRUMENTS USED FLOW HOOD ElAijam 'lE.R FLOW HOOD SHORTRIDGE ANEMOMETER DAVIS SPEED INDICATOR BIDDLE AMMET'E'R AMPROBE VOLnffiTER AMPROBE k ` INCLINE DRAFT GAGE - DWYER 0- 0.25" 0- 0.50" 400" PROJECT ALTITUDE 5200' FICW HOOD CORRECTION 1.10 APP T0; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED PAGE NO. 5948 P.O. BOX 27706 DENVER, CO. 80227 FAX 303- 972 -7453 PHONE 303 - 948 -5429 DATE AUGUST 2007 TYPE DIGITAL TYPE DIGITAL TYPE ICA 6000 TYPE 9915 Cad Catlett BS0DMC Not Valid Unless Signed C-a a ceRGtt'. X VELOCITY MAGNEHELIC GAGE PRESSURE GAG 0- 0.50" 0 -1.0" 0 -2.0" 0 -4.0" 0 -8.0" — 30 --+30 PSI 0 -60 PSI 0 -100 PSI PRESSURE GAGE D IFFERENT IAL HARCO 0 -50" 0 -100" 0 -100' MIDWEST 820 PYR CHETE:R ALNOR THERMOMETERS ATKINS TYPE 396 FLUKE TYPE 52 MICROMANOMET ALNOR TYPE 530 PROJECT ALTITUDE 5200' FICW HOOD CORRECTION 1.10 APP T0; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED PAGE NO. 5948 P.O. BOX 27706 DENVER, CO. 80227 FAX 303- 972 -7453 PHONE 303 - 948 -5429 DATE AUGUST 2007 TYPE DIGITAL TYPE DIGITAL TYPE ICA 6000 TYPE 9915 Cad Catlett BS0DMC Not Valid Unless Signed C-a a ceRGtt'. X VELOCITY f� GNOO �5� DENVER CBC COLORADO BAxamGma EEC. PAGE 5948 -1 AIR SYSTEM RECAP SHEET 1 JOB: ELMC - MOB I, 3RD FL SUPPLY FAN - 3 ZONE OR REQ'D ACT'L % OF -� FUNCTI UNIT NO. MAIN CFM CFM REQ'D MIN REMARKS PAGE 3RD FLOOR SUPPLY ZONE 1 1 -6 1235 875 71 2 SUPPLY ZONE 2 7 -18 3505 2393 68 2 SUPPLY ZONE 3 19 -28 1465 1007 69 3 SUPPLY ZONE 4 29 -40 2085 1826 88 3 SUPPLY 41 -44 665 479 72 4 TOTAL 8955 6580 73 EXHAUST El E4 265 162 61 5 TOTAL 265 162 61 4TH FLOOR SUPPLY SF -4 1 -2 435 396 91 6 €:1 SUPPLY SF -4 3 -5 865 858 99 6 SUPPLY SF -4 6 -10 970 891 92 6 TOTAL 2270 2145 94 , f I ID 0 0 i COMPLETE l 149CEIANT CAL BALANC PROJECT LOCATION FAN SYSTEM CONTRACTOR ELMC - MOB I, 3RD El 8300 W. 38TH AVE. SF -3 US ENGINEERING PAGE NO 5948 -2 DATE 07 -30 -07 BALAN C.C. & A.S. aaeu �I SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL -� OPENING PLAN AREA VEL CEM VEL % VEL % VEL % VEL CEM % R[MUMS BRANCH -1- 1 24/24 1.10 118 130 60 51 85 94 72 2 24/24 1.10 255 280 100 39 185 204 73 3 24/24 1.10 132 145 35 27 95 105 72 BRANCH -2- 4 24/24 1.10 345 380 100 29 240 264 69 I 5 24/24 1.10 136 150 35 26 95 105 70 100% OPEN 6 24/24 1.10 136 150 35 26 95 105 70 100% OPEN ZONE 1 TOTAL - 1235 875 BRANCH -3- 71 24/24 1.10 177 195 35 20 120 132 68 8 24/24 1.10 64 70 15 24 45 50 71 9 24/24 1.10 118 130 35 30 85 94 72 ±, 10 24/24 1.10 136 150 40 29 95 105 70 11 24/24 1.10 95 105 30 31 65 72 68 12 24/24 1.10 82 90 25 31 60 66 73 13 24/24 1.10 105 115 75 72 70 77 67 100% OPEN 100% ZONE BRANCH -4 -14 24/24 1.10 141 155 100 71 95 105 67 15 24/24 1.10 186 205 0 0 120 132 64 16 24/24 1.10 241 265 125 52 150 165 62 17 24/24 1.10 155 170 70 45 105 116 68 18 24/24 1.10 132 145 20 15 85 94 64 100% OPEN ZONE 2 TOTAL 3505 2393 '1 aaeu �I PROJECT ELMC - MOB I, 3RD FL LOCATION 8300 W. 38TH AVE. FAN SYSTEM SF -3 CONTRACTOR US ENGINEERING PAGE NO 5948 -3 DATE 08 -10 -07 BALANCER A.S. 10.9RI .. e�oees�e�eeMEN ., 10.9RI PROJECT ELMC - MOB I, 3RD FL LOCATION 8300 W. 38TH AVE. FAN SYSTEM SF -3 CONTRACTOR US ENGINEERING PAGE NO 5948 -4 DATE 08 -13 -07 BALANCER A.S. REMARKS AIRBA SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL OPENnU PLAN AREA VEL CEM VEL % VEL % VEL % VEL CFM % REMARKS 41 24/24 1.10 86 95 40 46 60 66 69 100% OPEN 42 24/24 1.10 209 230 295 141 145 160 69 43 24/24 1.10 155 170 70 45 115 127 74 44 24/24 1.10 155 170 90 58 115 127 74 TOTAL 665 479 REMARKS AIRBA J SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL OPENING PiAN AREA VIM CFM VEL % VEL % VEL % AM CFM % REMARKS E -1 6/6 1.10 68 75 65 95 451 50 66 100% OPEN E -2 6/6 1.10 68 75 40 59 40 44 59 100% OPEN E -3 6/6 1.10 68 75 40 59 40 44 59 100% OPEN E -4 6/6 1_10 36 40 22 61 22 24 61 TAL 265 162 MRBA PROJECT ELMC - MOB I, 3RD FL LOCATION 8300 W. 38TH AVE. FAN SYSTEM EXHAUST CONTRACTOR US ENGINEERING PAGE NO 5948 -5 DATE 08 -14 -07 BALAN A.S. PROJECT ELMC - MOB I, 4TH FL LOCATION 8300 W. 38TH AVE. FAN SYSTEM SF -4 CONTRACTOR US ENGINEERING PAGE NO 5948 -6 DATE 08 -14 -07 BALANCER A.S. 11 REMARKS SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL OPENING PLAN ACT ' AREA VEL CEM VEL % VEL % VEL % VEL CFM % REMARKS 1 24/24 1.10 191 210 145 76 170 187 89 100% OPEN 2 24/24 1.10 205 225 235 115 190 209 93 TOTAL 435 396 3 24/24 1:.10 223 245 260 117 220 242 99 4 24/24 1.10 232 255 340 147 230 253 99 5 24/24 1.10 332 365 320 96 330 363 99 TOTAL 865 858 6 24/24 1.10 182 200 140 1 77 160 176 88 100% OPEN 7 24/24 1.10 245 270 240 98 225 248 92 8 24/24 1.10 250 275 235 94 230 253 92 9 24/24 1.10 95 105 185 194 90 99 94 10 24/24 1.10 109 120 135 124 105 116 96 9701 891 11 REMARKS r �n sa <C 0 o_ �O O W; G �lf ° t 1 >�r L 0/ �t z¢'l Z rFF' J 15, Ffl 10IIIIIII'. "3 2-, PARTIAL 3RD FLOOR HVAC PLAN SGALE:1 8 e{_0^ )7 HVAC GENERAL NOTES: 1. Now crcwoEO Ix>� mxlwcr s GIXO16r w asa. �� uG cm6ndos 70 REUVG uE GEUmEO uGlniv. z. E SMZLE0 MAP. EI, v➢ wiR, A [O u E., ro mT' ZF E — — WE'll 1S. RISH11- E1U.. ON r L'ti. LEFLIN OR Nr s1SrE wxIN WE. "Or stiSrM'a: ON I A:Rtt51K ... ..GI WER910NS OR - gLGRV. 3. MAMCIZP S RE W EENE FOR . YcILL'I.N OE AIL p6Rxc LONOm0A5 fRFR m LfWNEACQ9R OF MY WORN. 4. LOSLxkIE WGM MIX .NL 1,ES, 5. LONM1CfOP IS P6fN&BIE NR 55VlSC Olp WEAR'AtPROJFlN6 AYf RWF G'.. Ipf LWPIEIEO WRING V?RXw6 HWRE, G. LttflGI. ALL OUCI.11 ENE .: m NRX NAPNd(. MI "0, r IXNRJ . SYNC RE #S... C6V1.0, M P0�_.NkwR➢ 211RENI b EEEG W . ING. F.I .. E. WE .11 SIWL GE IAYEX WI OF SEMLE Rt .1FY IN- MOH FFMW G. Er VM51LT G. LWAOIUlf NRV: GMRR l COXRGLNA IXO FIFCIRIGL WIfR1ClOR 000,7 LZOA 5%W. FIR WWX / iA: ➢If Oi SERVICE AN! M,FM MTWVf iWSf a. eWRrn•Fnuc w O,eNER aw Puenz7c uo.R. /0.L GEREI YR WSRiEPS ARE 4 -W.Y WR .1 ONIEM SHEMi %X(RNSE 4 OJLI ERE OF BRIAR OO..'E i0 !JR OEYdE SWLL BE lNr Syy: SE AS I:FIX SIZE N NA Gm.E axles xoml GLr.�,W.i - o. BUNCH CUCI NE i) IIY�R - ALL.. — — GE F" .' ME PG lNE WEi IMEWLEO IN. I:ZRO GTHG E$E u. Al MEOw11 a G S PI Low Prss ` EVO xs M RILTXOIM EW HE ` INCEF"... 3 n N ESHE R N ...: ZR a .4 (N N 0: ":v i ..SO. 1. EN.`: .3 rYALLRI , . n `."Jp• lz. cnMR uxEG ce r�vto. (uuvss uGlw G1xuMSE) KEY NOTES: (NG7 uL NEY NL, �Y iG 15 5H O REBALANCE FXGINNe.E HAIISI CRII£ 70 75 Lf4, O2 PED0. E..NG GRILLE I1 NEW OGRINC CRIG. w ass a Vim€ � s U $ h�sJ E 6.F L C) d-- i ) u N U_ ICU G O CAC C cSt SIMI 4—o � s 0 � n� :; = J c .. REVOONS J. ,mm B 1.11EE1F FOR fl]p VRFNAPON OF.U1 BAww MOD. NiI9R i9 LOMMOICENfM OF 14l V"JNL i. c00R 1 DIDi%M2N IlL l%D6. 3. COIIIW A s 16PONSb:E FOR 1 . ,..1 VGTIPPRFPDRDI NIF wr "E. NN CWoED oul..1,D. xouRS s. cWPmwE u oucrRORK aw Plwxc vrtn mNFNEM, smuGmR•. En: 1. L0.Ylil'Idt ff PIIPoNSIBIE m9 E ,I 1 F "x N KK AQE, LNiN E�'N I AM9 A ME, A. O IIIDDREF9VIe�, q8V ONE VMR SWL BE iN(FN W! OF E. Ai NM ME, DEM 9FVlOIkY. Oi VN95IEii P4F9LIfLL CWRNME WNM Ca:IXY FO ILItR A�9 FIFlNtl'A Wtp9tC10F ' cWIR9CFP"f . M W OOXN / Ltli OVf OF GFFlICE NX GYSIEIS MNYAUT LPSF - B. WORLINADID ViM PRIM ADD PiP.1WN9 MOP. 011 SUPRY 0 DIIIFFRS A9E 4 -WAY A PAOERN UM1 SNCYN OnR MM 9. 014.1 OF DI OF E.. E.. WCImGR OYCE SFWLP TIE S1N°4li AS ICCx SII Aa .1 DI. N016 OFMU11lSE a. N END O U 5¢F ro MEi OF IB 1FWIIINAL poxES stall pL nd sANL sRE IS TIF WIEi END N O wl"..5 1. WlsmsE 4t u2rvu PSSSDRE Am LMl PRRNFf LI AIR WCMgRI( LIll SF DU.Rl VRVPLn io TI.IBB K 9TAIFD w S^LCI{IUnPYS R.. X0 W WIA ouCIXCRR O 12. ImRIER.EA.A.WM.(UN=NMEOOTE SE) KEY NO TE S: (MT ALL KEY NDDEP APP, m ODS N 6T) O1 GAP NOT AT PUM NOM MTM.N WRWDON. PWMDE TEMPORARY PATCH (IF REWIRED) OF WALL OPENING (EAST WP OF CORRIDOR] G� J PARTIAL 4TH FLOOR HVAC PLAN SCAa - 1 8 -0 -0" EJ �Yy^ Q X051 a o E W, PAS le UC �u �6' 6 O: r ND FOR CONSTRUCT N HVAC GENERAL NOTES: - ^ w _- - mm° ur�j 1. WUPA WLWJD IN Ii LNPWP b OEWIEO M B]m. [11519:4 WaTIX6 i0lv"WW APL EJ �Yy^ Q X051 E 5L O: W I ^ w W V e �I I 2 5 �i � I cz .�..');. ^ 8 F EM 5 0 h S I EXEMPLA LUTHERAN MEDICAL CENTER 4TH FLOOR/ TEU RENOVATIONS 8300 W. 38TH AVE. WHEAT RIDGE, CO 80033 DECEMBER 2007 I �iY�Gv� TESTING Complete ADJUSTING Mechanical ' TABB CERTIFIED Balancing, Inc. PO BOX 27706 DENVER, CO 80227 TESTING COO mmmm m rl ADJUSTING mmCCM&MCLI 1 SYSTEM BALANCING L=1b1b�Ua1C ffa'7C o BL o ]J GENERAL INFORMATION LOCATION 8300 W. 38TH AVE., WHEAT RIDGE, ARCHITECT MECHANICAL ENGINEER 1 S BEE24EML CONTRACTO U.S. ENGINEERING BALANCING CR C.CAT ETT INSTRUMENTS USED FLOW HOOD RALOMETER -) FLOW HOOD SHORTRIDGE ANEMOMETER DAVIS SPEED INDICATOR BIDDLE ASTER AMPROBE VOLTMETER AMPROBE INCLINED DRAFT GAGE DWYER 0- 0.25" 0- 0.50" 400" t MAGP= GAGE 0- 0.50" 0 -1.0" 0 -2.0" 0 -4.0" 0 -8.0" J PRESSURE GAG — 30 --+30 PSI 0 -60 PSI 0 -100 PSI PRESSURE GAGE.DIFFERENTIAL BARCO 0 -50" 0 -100" 0 -100' MIDWEST 820 PYROMETER ALNOR ATKINS TYPE 396 FLUKE TYPE 52 € MLCRcmANomET ALNOR TYPE 530 a� PROJECT ALTITUDE 5200' FLOW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED =4 PAGE NO. 6210 P.O. BOX 27706 DENVER, CO. 80227 FAX 303 - 972 -7453 PHONE 303- 948 -5429 CO 80033 TYPE ICA 6000 TYPE 9915 TYPE DIGITAL TYPE DIGITAL / • / M�' I 7i• 1 1 P Cart Catlett. SB00DD02C Not Vend Unless Signed (_;6i`o' Ce 1 G X VELOCITY _ _i C�oOIs°bL�E� DENVER Cep COLORADO PAGE 6210-A NOTES '..� JOB: ELMC - 4TH FL / TCU RENOVATION ^� OUTLET #7 FIRE DAMPER STUCK CLOSED, HELPED IT OPEN. PAGE 4 0 NOTES 1 COo01mB 'S� DENVER �b COLORADO PAGE 6210 -1 AIR SYSTEM RECAP SHEET 1 JOB: ELMC - 4TH FL / TCU RENOVATIONS ZONE OR REQ'D ACP'L % OF FUNCTION UN IT N O. MAIN CEM CEM REQ'D MIN RE PAGE SUPPLY FCU -4 -1 1 -5 2500 2613 105 3 TOTAL 2500 2613 105 RETURN R1 - R4 2500 2569 103 3 TOTAL 2500 2569 103 SUPPLY 7 460 468 102 SEE NOTE PAGE 4 SUPPLY E0418 9 -10 250 253 101 4 SUPPLY E0417 11 75 77 103 4 I'O'm 785 798 102 RETURN R5 - R8 785 809 103 4 TOTAL 785 809 103 4 Couplets PAGE c��)n1�1��GF1Fs DATE B�bra�6bg amoo EQUIPMENT DATA 6210 -2 12 -04 -07 AREA= SQ. FP.X FPN1= CEM FINAL: SQ. FT.X FPM= CEM A) PROJECT PIT — 4TH FL / TED RENJVATIONS UNIT NO. FM 4 -1 PLAN LOC. MAKE LIEBER ' NDDEL NO. NMD92C2AOHLB SER. NO. 0736NI53959 RATING 2500 CEM AT 0.5" E.S.P INITIAL RPM 895 -� B) DR EMERSON HP. 1.5 FINAL RPM RATED EFF /PF 895 NONE GIVEN TYPE NONE GIVEN PH. 3 RATED SPEED 1750 MEAS.VOLTS (L /L) 491 488 492 SF. 1.15 RATED VOLTS 208 — 230 / 460 INITIAL AMPS 1.79 1.82 1.87 FR. 143T RATED AMPS 5.2 / 2.6 MEAS.VOLTS (L/G) 287 283 282 S F AMPS NONE GIVEN FINAL AMPS C) SIARTER 1.79 1.82 1.87 SIZE THE.RbII1IS (EXIST) AMP RATING THE1091S (REQ'D) AMP RAVING UPPER BDILT IN OVERLOAD PROTECPION D) DRIVEN BK77 SHEAVE X BORE H 1" DRIVER IVP44 SHEAVE X BORE 7/8" BELTS B46 SIZE X NO.HELRS 1 NOT. ADJ. IN/OUP CL. DISP. DRIVE CHANGE NONE BELT CHANCE NONE E) FT THRS IN -0.20 IN. OUP -0.40 IN. DROP -0.20 IN ' HEAT COIL IN —0.40 IN. OAP IN. DROP 0.40 IN i COOL COIL IN IN. OUT —0.75 IN. DROP —0.75 IN FAN IN —0.75 IN. OUP 0.07 IN. RISE 0.82 IN G) PUMP IN PSI OUT PSI RISE PSI FP DEAD HEAD IN PSI OUT PSI RISE PSI FP H) REMARKS AREA= SQ. FP.X FPN1= CEM FINAL: SQ. FT.X FPM= CEM PROJECT ELMC - 4TH FL / TCU RENOVATIC LOCATION RAMP 4TH FL FAN SYSTEM FCU 4 -1 - AHU 22 CONTRACTOR U.S. ENGINEERING PAGE NO 6210 -3 DATE 12 -04 -07 BALANCER C.C. l REQUIRED TEST 1 TESL' 2 TEST 3 FINAL OPENING A24/241. VEL GEM VII % VEL % VEL % VEL CEM % REMARKS FCU -4 -1- 1 455 500 630 139 480 528 106 2 455 500 630 139 475 523 105 3 24/24 1.10 455 500 530 117 475 523 105 4 24/24 1.10 455 500 390 86 470 517 103 100% OPEN i 5 24/24 1.10 455 500 400 88 475 523 105 2UTAL 2500 2613 RETURN - R -1 24/24 1.10 568 625 560 99 575 633 101 R -2 24/24 1.10 568 6251 570 100 590 649,104 R -3 24/24 1.10 568 625 690 121 575 633 101 R -4 24/24 1.10 568 625 820 144 595 655 105 TOML 2500 2569 J REMARKS AIRBAL 'u I ", i k F I F �- I i I u� iq PROJECT ELMC - 4TH FL / TCU RENOVATIC LOCATION RAMP 4TH FL FAN SYSTEM FCU 4 -1 - AHU 22 CONTRACTOR U.S. ENGINEERING PAGE NO 6210 -4 DATE 12 -04 -07 BALANCER C.C. J SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL Ommu PLAN 'AREA VEL CEM VII, % VEL % VEL F% VEL CEM % REMARKS 7 24/4 1.10 418 460 60 14 425 468 102 SEE N7PE PAGE TOTAL 460 468 EO418 - 9 24/24 1.10 91 100 165 182 95 105 105 MIN 25 /HEAT 125 10 24/24 1.10 136 150 200 147 1351 1491 99 100% OPEN SAL 250 253 KF 501 EO417 - 11 24/24 1.10 68 75 190 279 70 77 103 MIN 30 /HEAT 20 TOTAL 7 5 77 KF 249 RETURN - R -5 12/24 1.10 91 100 130 143 90 99 99 R -6 12/24 1.10 136 150 130 95 135 149 99 R -7 24/24 1.10 418 460 465 111 440 484 105 R -8 12/24 1.10 68 75 265 389 70 77 103 T= 785 809 AIR OAL COs�pb�L PAGE 6210 -5 __B G �iil 5S GAS DATE 12 -04 LAb��C��StC�_1� PJL EOJ NAME MS-JOB 20 PROJECT EIMC - 4TH FL /TCU RENJ=ON LOCATION 4TH FL RAMP SYSTEM HW & CW Fq FLOW METER SIZE REQ'D RATING BY -PASS ESPIAL REMARKS SPATION PD IN GPM PD IN GPM % PD IN GPM % FCT 4 -1 CHILL WATER FLOWSET 125 (6) 66.40 9.80 67.00 9.84 100 HOT TIER FII7W 125(4) 39.35 2.90 22.00 2.17 75 s Fq FAN COIL UNIT SCHEDULE L NGRT I MMD99c 1 4OR208TAL I C. N I — I - ouNG - I w so 11D.P I uERERr MMGS6c INGRIZOwmLI uoD D IDs IS ' ...1 0, so 1 E G..I '0 60 I IN 9 'S u . i -P I D.e IAL STATC MR GSLJRE DOES NOT INCLUDE UNIT CASING. Rl -TERS MCOILS <. PROWOE NCN CGNDENSATE PJIAP O COIL CAPACITY OARGO ON 130•F E W T. 0 WATER COOLING COIL CAPACITY OASEO ON 45F EWr. AIR DEVICE SCHEDULE INN m^ i MF0. TYPE MEL I OD FMME MATI:RL\L GINISH DAMP I ACCESS NEMAPI(5 MIN. INLET S.P. IN W.G L `>n I TT16 SUPPLY US L9KM STEEL WHITE I - TTUS RETURN PAR IAY -IN STEEL WHITE PROVIDEDDNSOUND EODT TTUS SUPPLY I 900RL BVflFACE 6iEFY WRRE OPPOEEG BfAOEI GAMP TNS GESVD 8 TINS RETURN 9z0RL SVRFACE STEEL WHITE OPPOAMPER�E x -- 0.50 TTUS ERNAVbi NOTE1 — 11PEQ8£�4E' PER yry sSo NSA.... ,I RETURN PAR L4Y-IN bTEEL WHITE TITUS PPLY 6S". L SURFACE AWMINUN WHRE I I - YBLOi. 6'IANOLINEOR - TNS REIVRN NLA -SS SURFACE ALVMINUM WHIT - 9. SLOT. W LONG LINEAR lIN9 TITV8 WIAVST SUP0.Y PAR TMS LPY4N SURFACE 6TEG- STEEL vITE WRITE' I TINS RENRx PAP SVRFPCE sTEFl —ING IAD-1 GRA-RE EPIR --m WINGS % - x ^ � ' eD- os -POV. 1a Y�� Sce MX-PI 1yA TEMPERATURE CONTROL MAT RIX PGIxTS UST: 8 � F R I PDINi IWE DESIGN CFM gT6990' MPX. PRIMPRY C'S PT99M ANALOG IND. MIN. INLET S.P. IN W.G L `>n I IS ARM I GOH DATP GPM $ EVIf •F RE4uRxD E II I a S nuRDS see R..Gs P/i 1611 HVDROTNERAPY TNS GESVD 8 9W —... renIPeRATLmE sce D6nwu+os 1!0 0.9T x � 80 x -- 0.50 1D0 9F66PEC. NOTE1 yry sSo NSA.... x RCOMflOL SEE ORAWINGS X % SEEORAWINGS x % IAD-1 GRA-RE EPIR --m WINGS % x —.. IINTAOJUSTAFNT ` SEE DRAWING$ % GIL UNIT i fAT18 6EE OPAWING6 % X _ TANNNOPP 6AD.....o6 x SEE DMWINGS % X I 1 TERMINAL BOX SCHEDULE IDNa SERVICE F R I MODEL IXICN RPNGEI INLET 014 IIN. DESIGN CFM gT6990' MPX. PRIMPRY C'S PT99M Mq %. HEATING CFM A}03N/ NIN. PNMARY CFN A,._ MIN. INLET S.P. IN W.G L EAT •F HEFTING 'CAT 'G MLH GOH DATP GPM WATER �P FT. W.C. EVIf •F LttRRCI PFJEgNLS I P/i 1611 HVDROTNERAPY TNS GESVD 8 9W 6'.q 150 1!0 0.9T ES 80 0.T 0.< 0.50 1D0 9F66PEC. NOTE1 CO"u" 3 '-umw ux r1.wv. L O0.WV VAL4£ MM NN.'. ra+ srtu rvE BID AHD c+P oxu. xDT REauwm HORIZONTAL CEILING FAN COIL UNIT PIPING DETAIL SCALE: RISE IN1`S P 1. w $,SO EM sPJDE EGG. GRAN PNi DGR 1 A'. 2 RICH DONS ON, PROPER RUN -OFF. 3,MM Y PRWE DLL TVP DEiDRE 5@Rr-UP'm fORx IHRVL DM SO' ,M o. OPIJN UHES TI PR YEM . AND CONO0.NIE WTF1M1. $1RM1P SFN. MUSE bE 0.Pi RO% 1 -1/2' GRGTIX riWl SG11C PPS38ORE Ai SJPPLY NR RLGIOtl CONDENSATE DRAIN PIPING DETAIL DONE, NOW 0.G -91 CAER HIS SAN � fNpS "A" NPXUPL SMPACG vwr vuvE� vut6 T .1. OE RANGE f N FOR 51 E1 PIPE NOT Irc =, J ONLY. T� —HAR �[y FOR .NOT (W (11P.)� T II AS , A FlAW roLL I " n>F PM'6f PIPWG 10 IN GTE N. PIPING M M1lOW COL REVOVAL I£ANNG AIR 9OE CF LW. VAV HOT WATER COIL PIPING DETAIL SC - HGNE EN 91PPLY NR RAW NE,uG. PP E%NAUST AIR ft w DUCT TAKE -OFF DETAIL S. NONE DLLMWM TPE SPIH -IN SDN GN`GELY TT" NVO RET81E OVCT (W%6' -0'f AIRCRi O 3' -C 6G IN. NETAL .I. DVCT� � CG RAGON GO"" flm6� RA SWRY CNLY. ` mnF Mc., OBrnE. SV$°OID FHLN ONAXE.N ANVI1 AJR M@V ..10S $1RUCN.iE xiT1 xPNGEY PWS yFNr6 c6eDnD mR [IEM SPM{ AT NURNC DID, W'I..T. (PP.) 1. A. ObL I P/i M �C✓� i %x GGSDC c L�t� pWN PIPPC 1' .J MAIL CO"u" 3 '-umw ux r1.wv. L O0.WV VAL4£ MM NN.'. ra+ srtu rvE BID AHD c+P oxu. xDT REauwm HORIZONTAL CEILING FAN COIL UNIT PIPING DETAIL SCALE: RISE IN1`S P 1. w $,SO EM sPJDE EGG. GRAN PNi DGR 1 A'. 2 RICH DONS ON, PROPER RUN -OFF. 3,MM Y PRWE DLL TVP DEiDRE 5@Rr-UP'm fORx IHRVL DM SO' ,M o. OPIJN UHES TI PR YEM . AND CONO0.NIE WTF1M1. $1RM1P SFN. MUSE bE 0.Pi RO% 1 -1/2' GRGTIX riWl SG11C PPS38ORE Ai SJPPLY NR RLGIOtl CONDENSATE DRAIN PIPING DETAIL DONE, NOW 0.G -91 CAER HIS SAN � fNpS "A" NPXUPL SMPACG vwr vuvE� vut6 T .1. OE RANGE f N FOR 51 E1 PIPE NOT Irc =, J ONLY. T� —HAR �[y FOR .NOT (W (11P.)� T II AS , A FlAW roLL I " n>F PM'6f PIPWG 10 IN GTE N. PIPING M M1lOW COL REVOVAL I£ANNG AIR 9OE CF LW. VAV HOT WATER COIL PIPING DETAIL SC - HGNE EN 91PPLY NR RAW NE,uG. PP E%NAUST AIR ft w DUCT TAKE -OFF DETAIL S. NONE DLLMWM TPE SPIH -IN SDN GN`GELY TT" NVO RET81E OVCT (W%6' -0'f AIRCRi O 3' -C 6G IN. NETAL .I. DVCT� � CG RAGON GO"" flm6� RA SWRY CNLY. ` mnF F TAM WLL :' I Uwy %' (TPa n CGRF. NE: Im / =\ DEMOLITION II GENERAL NOTES: ID REN-4 - ra Iii f HENS 40XR1 NATCIIED dt CH64 HATOEO SNALL &. RENO\T➢ UN All DIXEGR4 NDIF➢. I Iran n Nu - -6F oP Ni -%Ir Ci SERncE AM1T srsrlgs DP mMWI naT cvamwanxG Nmr lHE Dwwx ORPGE IX.P 3. R IS TIE RE9iA5' ®Jtt Ef lNS C[NIRACiDR TO +W ME SDE MD IB' UNOEPSTANB TE EMRXi OF TE P�].1RfL ndiX REQ.ABN PPI6i iD BID. XO ' E< ' T OV I I E%IRAS MLL 0= ALLGY(.D NR WJPY flEWi4O TO KNIm T1E w Ri9RT . c 'C]I WgGIFD BY ME CCNTRACiOWJIPIR. ilu,^. 4. EW N nW 4PLL DET NE E p]tligN WE E M EXIFNI DF oEYCNM M EAC U ATE ux xDPo( v1YG1E➢ av ME COXTRnCI oDEUHExr. ` � U I I I _— �— ... -. - -� s. P.00i ro cmc'ICEWW of TWr vEVwnav NVflK v�nlEr EA1slmD wxvmvxs uIV uvnn WDNEEP rc Axr vsaEPa'IaES mR mcwnox. i CD R. 18 3 N G Cp lE P191£:dllYY �DLS°DEE CF I1EN5 ME ONT TN MY61 _. ..__. .. _ _. ... ... _ - R 'JNG 4ALL BE REPPIRED TO NAI OWGINAL . NW y PIPN%T.C.1 �G/MASG VETO BERWDV Rm ANEW fM61NG PIRNG TO BE MMOHD PA4E5 ALL MROJGN Ra`RB, TIiY 9NLL 'I XWAY DEER M 6 BE Nf BAC(ID WMIN QNtliEIE MD i W A M CACUi 70 PRIRYC A i4 -x09I xl+ Ya I S4MM Il9 EVFN PNL91 NiM LMICPEIE NRiAt£ o . o g a y O O ib p OZ .EJ �u Wu PARTIAL 4TH FLOOR HVAC DEMO PLAN SCALE: 1/8 "=1' -0 r' HVAC GENERAL NOTES: I. roux pTUPD wramxm+vrx vvmm Wws WISIwG eExDBpib PW V AfE Rp1U116BLY. x. A h'T191➢ LLOP. 6 PfpNHO NNW A Wbl2 ILI MIY AFFFCS IIE XRT! 6 ME T'3 &ro �R�E4WIWLY� BttlMNC O YVi4;'kFM�OPt➢AIYNS X G 4RDHI5 SEdWff. 3. LLw'I0.WTtl16 Rf4011SIHF iBR MO HWFlLBWH OF IIL IXbrW fANgIIwS PPJDR N CNNE11QYiNf CF AY(IMM A. DW'� I1R WW( qfl NL 1PNh5 5. WIrP.ACIW 6 M9WE81E fOR SECJAwG l!D WE111EAPPo'+NXC AN( ibgi OPENIIC Ipi WMfIFO tlIRTD PoPoYIG Nd116 fi. [�>ff ALL pLClpll✓F AW WAG MNN [PIRYDN. SM1YNXE ElC T. WrPR1OP 5NVL &R.SONEI&£fOR O.N.CWN V N- YWNIE0 EWIPdEM AW AIfOLiITp pAx@EMPYfhT, W.YONE UNR 9W1 A. iACEN RW tlR OF SWACE Ai A4! AW pfCIK%fOATtMEOR � fRGGNwSL [WPRNTE YIIM G 'EI.W1L CW'IRKTOR O. EU{I.4U;IGR 9VJ. Ne A1Uf WNN�GR W16 iFatE AW MTWS niMWf NGT 011P5 nIM tlMN N0 PPfPMGG Y.DP. B. ML SwflY IP L8xUN5 A4E 4 -NAY 1JR PATPN UNiE6 SNYMI OM12M3. 10. � WRSOMFRA44. 4iWF 9Vll NE lN£S�SP IS Nfd. 54E 6xR il. ��w6� �10� O�f� BJY64WL eE ME SWE 5RE A511E RIlEt 1x. a NW , 114 NE A9 SIAIF➢ W M6TA PETJRX A 0 W WGf DUCIPoKK 6 XBD� WBO Na NWPPEA PU XOIW ON3RYISE) EXEMPLA LUTHERAN MEDICAL CENTER - ON -CALL ROOMS AND SURGERY SCHEDULER'S RENOVATION 8300 W. 38TH AVE. WHEAT RIDGE, CO 80033 DECEMBER 2007 TESTING Com p plete ADJUSTING Mechanical _ p TABB CERTIFIED Balancing, Inc. SYSTEM BALANCING LJ PO BOX 27706 DENVER, CO 80227 PHONE 303 - 948 -5429 TESTING GOOpbL��SE� ADJUSTING G �IZ�Pa1 p Gib SYSTEM BALANCING Ddb lPs7GBI°s7U o 21n1G o GENERAL INFORMATION '•� • ROOMS AND SURGER SCHE DULER'S RENOVATION LOCATION 8300 W. 38TH AVE., WHEAT RIDGE, CO 80033 ARCHITECT H + L ARCHITECTURE PROJECT ALTITUDE 5200' FLAW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED PAGE NO. 6233 P.O. BOX 27706 DENVER, CO. 80227 FAX 303 - 972 -7453 PHONE 303- 948 -5429 � • � IN I• �I' • 1 I TYPE ICA 6000 TYPE DIGITAL TYPE DIGITAL TYPE 9915 �, Carl Catlett BB009002C Not Valid Unless Signed MECHANICAL ENGINEER CATOR, RUMA & ASSOCIATES 0- 0.50" S HEETMETAL CONTRACTO U.S. ENGINEERING MAGNEBELIC GAGE BALANCING CR C.CATLE T F.RANGEL 0 -4.0" 0 -8.0" c. PRESSURE GAG — 30 --+30 PSI 0 -60 PSI INSTRUMENTS USED FLAW HOOD BALOME ER 0 -100" 0 -100' FLOW HOOD SHORTRIDGE PYROMETER ANEMOMETER DAVIS SPEED INDICATOR BIDDLE ATKINS TYPE AMMETER A4PROBE VOL TMETER AMPROBE PROJECT ALTITUDE 5200' FLAW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED PAGE NO. 6233 P.O. BOX 27706 DENVER, CO. 80227 FAX 303 - 972 -7453 PHONE 303- 948 -5429 � • � IN I• �I' • 1 I TYPE ICA 6000 TYPE DIGITAL TYPE DIGITAL TYPE 9915 �, Carl Catlett BB009002C Not Valid Unless Signed INCLINED DRAFT GAGE DWYER 0- 0.25" 0- 0.50" 400" MAGNEBELIC GAGE 0- 0.50" 0 -1.0" 0 -2.0" 0 -4.0" 0 -8.0" c. PRESSURE GAG — 30 --+30 PSI 0 -60 PSI 0 -100 PSI PRESSURE GAGE DIFFERENTIAL BARCO 0 -50" 0 -100" 0 -100' MIDWEST 820 PYROMETER ALNOR ' THERMOMETERS ATKINS TYPE 396 FLUKE TYPE 52 MICR0HA1qOMET ALNOR TYPE 530 PROJECT ALTITUDE 5200' FLAW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED PAGE NO. 6233 P.O. BOX 27706 DENVER, CO. 80227 FAX 303 - 972 -7453 PHONE 303- 948 -5429 � • � IN I• �I' • 1 I TYPE ICA 6000 TYPE DIGITAL TYPE DIGITAL TYPE 9915 �, Carl Catlett BB009002C Not Valid Unless Signed DENVER tF�C� b COLORADO o ^ ° C xm o ZEE. PAGE 6233 - 1 AIR SYSTEM RECAP SHEET JOB: ELMC — ON —CALL ROOMS ZONE OR REQ'D ACT'L o OF ^) FUNCTION UNIT NO. MAIN CEM CEM REQ'D MIN REMARKS PAGE SUPPLY TB1 -1 1 150 149 99 2 SUPPLY TB1 -2 2 150 149 99 2 SUPPLY TB1 -3 3 150 149 99 2 SUPPLY TB1 -4 4 150 149 99 2 SUPPLY VAV -5 5 -7 620 611 99 2 TTAL 1220 1207 99 "1 EXHAUST EF -2 E -1 —E -4 600 611 102 3 -4 TOTAL 600 611 102 t II I i PROJECT ELMC - ON -CALL ROOMS LOCATION 1ST FLOOR FAN SYSTEM VAVS CONTRACTOR U.S. ENGINEERING PAGE NO 6233 -2 DATE 12 -13 -07 BALAN C. C. & F. R. REMARKS L7 AIR.Al F OL � : SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL l PLAN AREA VEL CEM VEL % VEL % VEL % VEL CEM % RE ARKS J TB1 -1- 1 4 1.10 136 150 125 92 135 149 99 M 150 / H 150 150 149 KF 590 I TOTAL TB1 -2- 2 24/24 1.10 136 150 120 88 135 149 99 M 150 / H 150 'SAL 150 1 1491 KF 610 TBl -3- 3 24/24 1.10 136 150 365 268 135 149 99 M 150 / H 150 TOTAL 150 149 KF 570 TB1 -4- 4 24/24 1.10 136 150 405 297 135 149 99 M 150 / H 150 TOTAL 150 149 17 560 VAV -5- 5 24/24 1.10 145 160 170 117 145 160 100 B1161S 6 24/24 1.10 145 160 50 34 145 160 100 M 100 / H 210 7 24/24 1.10 273 300 60 22 2651 2921 97 100% OPEN TEAL 620 611 KF 1120 REMARKS L7 AIR.Al Complete PAGE 6233 -3 �����b6�Il DATE 12 -13 -07 DnIln�6b�g B��a EQUIPMENT DATA ` A) PROJECT ELND - ON -CALL ROOMS UNIT NO. EE -2 PLAN IOC. MAKE LOREN COOK NDDEL NO. 100ACE 100 C2B SER. NO. 1835963160- 00/0000701 RATING 600 CEM AT 0.5" S.P. INITIAL RPM 1590 B) MWOR MARATHON HP. 1/6 FINAL RPM RATED EFF /PF 1590 NDNE GIVEN TYPE NONE GIVEN PH. 1 RATED SPEED 1725 MEAS.VOLTS (L/L) SF. 1.35 RATED WITS 115 INITIAL AWS 3.53 FR. 48Y RATED AMPS 3.6 MEAS.WLTS (L/G) 120 S F AMPS 4.2 FINAL AMPS C) SEMTYI'F:R 3.53 SIZE THRRMIITR (EXIST) AMP RATING €1 THERMALS (REQ'D) AMP.RATING OTHER BUILT IN OVERIOAD PROTECTION t D) DRIVEN AK30 SHEAVE X BORE 3/4" DRIVER 1VL34 SHEAVE X BORE 1/2" BELTS 4L190 SIZE X NO.BELTS 1 I MDT. AW. IN/OUP CL. DIST. DRIVE CHANGE NONE BELT CHANGE NONE f t E) FILTERS IN IN. OUT IN. DROP IN. HEAT COIL IN IN. OUT IN. DROP IN. I COOL COIL IN IN. OUT IN. DROP IN. FAN IN -0.11 IN. OUT ATMDS IN. RISE 0.11 IN G) PUMP IN PSI Our PSI RISE PSI FT DEAD HEAD IN PSI OUT PSI RISE PSI FT H) REMARKS i AREA= SQ. FT.X FPM= CEM FINAL: SQ. FT.X F214- CFM PROJECT ELMC - ON -CALL ROOMS LOCATION 1ST FLOOR FAN SYSTEM EF -2 CONTRACTOR U.S. ENGINEERING PAGE NO 6233 -4 DATE 12 -13 -07 BALAN C. C. & F. R. I.,., REQUIRED TEST 1 TEST 2 TEST 3 FINAL EA VEL o VEL % VEL % VEL CFM % REMARKS W/8 . 10 136 150 125 92 135 149 99 100% OPEN .10 136 150 130 95 140 154 103 .10 136 150 160 117 140 154 103 .10 136 150 145 106 140 154 103 TOTAL 600 611 I.,., C o01M1p�C l�i� P 6233 -5 (BC�i1nIBC�21b DATE 12 -13 -07 l8AL fflCXNr BEG. W= BAIANC_F. DATA 1 PROJECT EIMC - ON -CALL ROOMS IOCATION 1ST FLOOR SYSTEM HOT NIPTEE2 FLOW METER SIZE REQ'D RATING BY -PASS FIn.L 10VARKS STA'FLON PD IN GPM PD IN GPM % PD IN GPM o TB1- 1 Fa W DESIGN UA050(2) 21.20 0.40 23.00 0.42 104 TB1- 2 FLOW DESIGN l 050(2) 21.20 0.40 23.00 0.42 104 TB1- 3 FLOW DESIGN UA050(2) 21.20 0.40 23.00 0.42 104 TB1- 4 FLOW DESIGN UA050(2) 21.20 0.40 23.00 0.42 104 TOTAL 1.60 1.67 104 I GENERAL LEGEND " N,.. r 6giIPlION BR. ABS SYMBOL DESLRIPPON DESCRIPTION ABBR. SYMBOL O ESCRIFRON YPEAF �i nrou /WFFT OUVIEExx NNRM �� P[rvM/TMN6IWRYP /PfNIW/bNWST NCIp01x.' n M9RCFRrpWO (1pygD PTS di I I w1M nfNW PPPn ® Mi NU WmwMR PPEA NOE PWS_� FUNSESE'.IPWm N� .t:]E:::f Y/ 1 45.)3 .F. RE ® .1 EwMtt Pp PP -SAF.E E INFL, RNO RWR PNA YRNP"'m .10RPN NRPOFPUWR OMf RAW REH. ® RR(WNW RMNI INE_MGnx FRmN mNUXp) REPUS E.. Y AFF,.. m msRAR ". � PnLIDIPF U9 /AR�maN.lNfv'Rwv vu.K M NP�M. YY � 1x Yro 0 AW[exxmle vnww RP&+m� MLY PA Mare -'r - �vuu Rnnx P.RM. ® NET.... FAR 0.V —Y— RNE WORAC ww uMESmR xnPA -RnW vuK WOR AER6' Wn -_'f- 1R'157-�� FT LLJ L71 NFSE VAl*51X WEI FIROX SUL COOPE NEE I}]INID N —q— tIGfK VkK pECIWYPNNUTP W1IR0. vµvE p s1OLV0?/JP PFING LFR Rm IN TAdNM mIA'S, VkK 1F¢IVNNL6NM1N REEESS — ..I Pro VA. RWX URFI 11T06LYTtaA06VYRE�� nv,PfM1ME 5f%¢M I RUN -pL NIF pPUx vkc SEE OWWRINGS P", ® PSCNANE NEANRE, � tlMN M0.YID'MI .Nu M- sMMRM HUGSTAT x9F mLMR VUK I- at,M pm w HATWE CAT(N MOX STEEL FE LmNEAOT TERAREUR M A1PA wo vuL �_ PRaAL aunt �N E YKK __- 0 pPRP Wt qyL L:J coulm Ams PAm AmIRmwY Lam Mnnax .°....`. --.- -� N. mmPW wINM AR oxmM I 1. UPCIT R. HVAC LEGE POINTSLIST: DOUBLE /SINGLE LINE DUCT LEGEND Wln .. ^eU SINGLE LINE DESCRIPTION ABBR. SYMBOL O ESCRIFRON YPEAF �� nrou /WFFT OUVIEExx NNRM �� P[rvM/TMN6IWRYP /PfNIW/bNWST NCIp01x.' n M9RCFRrpWO (1pygD IB /RWXp WRpOW I I w1M nfNW PPPn ® Mi NU WmwMR NMgO PWS_� FUNSESE'.IPWm PP. .t:]E:::f Y/ 1 45.)3 .F. RE ® .1 EwMtt Pp PP -SAF.E E INFL, RNO RWR PNA YRNP"'m .10RPN NRPOFPUWR OMf RAW REH. ® RR(WNW RMNI INE_MGnx FRmN mNUXp) MM O AFF,.. m msRAR ". .D R�NTSU NE WE ..M AWI M NP�M. YY � 1x Yro 0 AW[exxmle vnww RP&+m� MLY PA Mare -'r - �vuu Rnnx P.RM. ® NET.... FAR oW... RAWTUx PRw%%A WEf.I tt1FL11N RNE SUP ww uMESmR xnPA -RnW vuK WOR AER6' Wn -_'f- 1R'157-�� FT LLJ L71 NFSE VAl*51X WEI FIROX IN. I$1 ry . P AN pECIWYPNNUTP W1IR0. vµvE p s1OLV0?/JP PFING LFR Rm IN TAdNM IS 1F¢IVNNL6NM1N REEESS — ..I Pro VA. RWX URFI ® nv,PfM1ME 5f%¢M I RUN w NU+ITHC OR RW PmtN N—HW OAMPERSONTRO. SEE OWWRINGS m1MC EIEW tt/P ® ® � tlMN M0.YID'MI .Nu 41. Ws O HUGSTAT x9F mLMR VUK ' yF— NEWS". CAT(N MOX STEEL -E-- pAN wo vuL "— �N E YKK __- 0 pPRP Wt qyL w AmIRmwY Lam Mnnax .°....`. --.- REAP mmPW wINM AR oxmM I 1. Ml. ttNAS. P[MF NP OWPW - IL(p 6 PFR.INPE 6XA0. N.A N EWPtA SUPPLY p p SURFACE nC PP®PFNINPI6 WRnP CWN1 OM tlRRFMANR ® 911RV NR DflvE H TINE © R[WUmYmNWT N. mN¢ SURFACE ALUMINUM WHITE — BWMmt%m �l ,WLY[RENN,�WN - 35LOT: A'LONOUNFPR TTUS E%HANST PAR NAVIN STEFl WINTE IIRM WRAIEU BA IA VKVE� VAIVE� MAIN PLUMBING POINTSLIST: DOUBLE /SINGLE LINE DUCT LEGEND TYPE WRX BVTIFAFLY IYPE MW SINGLE LINE DOUBLE LINE SINGt LINE DOUBLE LINE SINGLE UNE DOUBLE UNE 7 ' Vp ' W — nw ni� SINGLE LINE �➢L6VWL.00 DOUBLE LINE ff to _0' 1xlt LKAMWf MFR W1 D rti mrtamu A IVVd WNVl1WwC➢!�n'A __ nn'�u p PWS_� .M SAN P-1M^ Px x "I 1 45.)3 SEA . PLUMBING r ROOF EXHAUST FAN DETAIL wu: NONE EYP-1 MAIN Ila W SUPPLY AR ROW A - -4 AR RO OR ElNAV17 q$' MANIMMY AR FLOW x BEUMDVIH TPE SPIN -M POINTSLIST: TYPE WRX BVTIFAFLY IYPE MW _ _Q __. .6Q418Pm9VY 00i5�t UN ACCESS _0' 1xlt LKAMWf MFR W1 D 1 REMARKS NO RADIUS L" . COLINL p a .M SAN P-1M^ wR WNO LAYJN ® SEA . ry IS ® RWR PNA YRNP"'m FF,,,F N WLRAM n ® RR(WNW RMNI INE_MGnx FRmN mNUXp) MM O AFF,.. m msRAR ". .D R�NTSU NE WE ..M AWI EK PR54RZ MIN010 VKK PNR R DRxFmn auRRNI) AW[exxmle vnww RP&+m� wAx oNAm OKRE NNRN m'•= rnNU Mare -'r - PXLmIa umLaxvnEw TIN9 SUPPLY -KFFF- oW... RAWTUx PRw%%A RU., �.w C.Rpl..NR WHITE DAMPER ww uMESmR xnPA -RnW vuK _ R PNR(RRPW wuL AWWwo -_'f- _ AIRFLOW SEEDRAWINOS I$1 .1 MWNV H srzRU RRNX FEW S ROSS IN Nma.XE) AN N— p s1OLV0?/JP PFING LFR Rm IN TAdNM IS }- REEESS — ..I Pro VA. RWX URFI n1 tlA v. " w NU+ITHC OR RW PmtN N—HW OAMPERSONTRO. SEE OWWRINGS MrM W[ ® % 41. Ws % NXOIi6 NX LPL ' fD ]3ERL CAT(N MOX r ROOF EXHAUST FAN DETAIL wu: NONE EYP-1 MAIN Ila W SUPPLY AR ROW A - -4 AR RO OR ElNAV17 q$' MANIMMY AR FLOW x BEUMDVIH TPE SPIN -M POINTSLIST: TYPE WRX BVTIFAFLY IYPE MW FRAME MATEPIPL E (MP% P' -0 SUIPG SUPPLRL 0 0 'j Y -0' O.0 SUEEI 1, ACCESS FERRERO O ES1G. MFR EPANON IT-\ 1 REMARKS NO RADIUS COLINL p )INS SUPPLY TMS LAYJN y y . AIR DEVICE SCHEDULE POINTSLIST: TYPE GODEL FRAME MATEPIPL FINISH I CA E'1 ACCESS FERRERO O ES1G. MFR REMARKS Q O p )INS SUPPLY TMS LAYJN STEEL WNRE ry C� TERMINAL UNITS 0 TRUS RENPN EAR LAVA. STEEL W11". " PRONDEWITHSOUND BODT SPACE TEMPERATURE OPF.ES. OLADE C TIN9 SUPPLY JOORL 9URFACE STEEL WHITE DAMPER AIRFLOW SEEDRAWINOS OPP0.5EO BIAOE p TIN$ RETURN ]]ORL SURFACE STEEL WHITE pAMPER OAMPERSONTRO. SEE OWWRINGS % OPPG DLPOE % E TS IN E %W USi ]3ERL SURFACE STEEL WHITE pAN SEEOIiAVlING9 F LIUNi___CP9- __- L4Y.IN .SIESL_.__.,__. WXIT6�r _..•••••••'-- •�. ^.• -•- DISCHARGE AIR TEMPERAT ALUAIINUM Ml. - - ]SLOT.9' LONG LINEAR 6 TITUS SUPPLY MLA SURFACE H TINE RETURN UTLS SURFACE ALUMINUM WHITE % - 35LOT: A'LONOUNFPR TTUS E%HANST PAR NAVIN STEFl WINTE ' P.10MMeen u1rNNO1a�xYnetlaw+ILL2IWW FAN SCHEDULE -I- WHEEL CPM 9.P. TP OUTLET RATON ARRPNG OESID. MFR MODEL FPN TYPP 9EflVICE DIA Ai IN. W.C. PVPRON. 9PEE0IVELOCitY CO. ISOLATOR ORNE DAMPER THROAT APPROX. & (INCHES) 5400' AT64W RPM (FPPM L (FPM) NP TYPE TYPE TPA DIM. MOUYNN' BE OREENHELR OBAOIA CENTRIFUGAL EXHAUST I e?O Ob I 16RB 11. NEOPRENE BELT BBB 10.CH ROOF REMARKS %IN- ROOF CURB TEMPERATURE CONTROL MATRIX POINTSLIST: POINTTYPE ANALOO IND. ALARM REMARKS Q O GI N O ry C� TERMINAL UNITS SPACE TEMPERATURE SEE..RVNGS % N AIRFLOW SEEDRAWINOS % OAMPERSONTRO. SEE OWWRINGS % % TOY SEEOIiAVlING9 % % DISCHARGE AIR TEMPERAT SEE ORO.WIHE % % SET POINT ADJUSTMENT SEE OMWINOS % % E%HAOSTFAN I FAN STATUS SEE OHN,.N.S x % FAN STARTSTOP BEE ORPWINES % 67 ALGOVE Y xEl -21B 1- \ � \ A om C GF %I N1 -2 15]'. OFF NG- 6 PARTIAL FIRST FLOOR HVAC DEMO PLAN SCALE 1 B' =1' -0" DEMOLITION GENERAL NOTES: I FT S PAISMEO CROSS HATCHED ALL BE REMOVED UNLESS ML GTHRE SE ARGED, 2. OMPTUNCTOR ENALL NOT SHUT 07 OR PUT -OUT OF SERVICE ANT EMTEMS OR VE NCE NTRIOUT FIRST WORDINADND WMl ME O'ANEM, S. IT 1E ME RESPW, NECTY OF ME GGNMACIOR TO w11T ME 9X AND UNDERSTAND ME EXTENT OF ME REMODEL WORK RWNREO PRIBR TO RIO. NO EXTRAS WN BE ALLONEO FOR ASM REOUINED i0 ACHIEVE ME DIID RESULT AS I"'= OY ME CWIMACT VOR I. 1. C(INMIAIW MIAAI. OfIYflNMf M9 W WOWAR HIE EWFi KNIGHT OF 110,11NN11. FAG 11A11 ALL NCWX I,IpICA1E0 DT ME CONTRACT DOCUMENT. 5. PRIOR TO WMIIFNGEMENi OF ANY OEMOUTON WORK, VERIFY EXISTING WNDITONS AND NO11iT ENGINEER OF ANY DISCAEPANCIEB FOH RE.DLUTON. 6. ALL AFIRE IDENTIFIED TO ME REMOVED SHALL M RE.MD. IN MEN FNTII UNLESS OMERUMSE NOTED. REMOVED BEATS SHALL BE TURNED 0. LO ME OWNER UMEES OIHEWNEE NOW' AND STORED IN ME AREA DESLUATENT BY ME ONNER. REMOVE M FRO SIZE AND 1£GALLT ITEP.SE W ALL ITEMS ME OWNER CHOOSES NOT TO ACCVT. J. TUNERS IXISNNG PI %TUG, T.G IIIBING/'MAINC RG APE 10 BE flFMON➢ DI WALLS VMIW ARE RENAIWNG ME WALLS SHALL RE REPAMON TO MATCH ORIGINPL CONDITIONS. 6. NHERE IX6TNG PAN' TO BE REMGVID PASSE THROUGH RDOAS. MET SHALL BE CUT FACE TO NIMN CONCEET, ANO .. MM GROUT RI AGIWVE A SM OOTH AND FROM EMS, NAM CONCRETE SURFACE KEYNOTES: (NDE AIL RFY . APFL.. 1HI5 EHEM, Oj REMOVE DUCT FROM EAST WALL OF CORRIDOR TO POINT SHOWN. Q REMOVE AND RELOCATE THE"... Q REMOVE EARL FIRE DAMPER AND DUCMGRK. Q (E) VAV TERMNAL TO BE RELOCATE-. R6ER TO ALW HVAC PLAN Q REMOVE AND RELGCAIE EMSIAC GNLLE '60 '60 '60 `�,, fir?, n r l IN "M a I r E -z I RFI Io.oT*5 (a. {6EAtdIT 11(WfOI E -3 E -4 Vmyn�NV �nll G00E O 5 �, Ey Hui mf=g {22_ B e BRUN €s Sim =s m IN NIss , PARTIAL FIRST FLOOR HVAC PLAN SCAT R' =T -O' Z p Z ®' HVAC GENERAL NOTES: 1. WORM IN T IN 1HE GO MM IE DENOTED N BOLO. PARS G WNSI W. i TO REMU T MD ucxRY. { 2. A N.TAILEO MA.P. IS REQUIRED WHEN A CONSIRUC11011 gC1M1Y OiFEGR ME N SAFETY OF ME OcCVPANA. PARIS S EQUIPMENT OR RG UABLE CONTENTS OR r pM' S15lElA WNICN SUPPORTS 1XFSE SYSTEMS; OR ECEEMALLY MEATS ME BUILOINO MANAGEMENT. OPEM110NS OR SECURITY. yyd 1. GOMMCTOR IS RESPONSIBLE FOR FIELD V,GF.P.N a ALL IXISTNG d COR IONS PRIOR TO COMMENCEMENT OF ANY WORK q 4. COORDINATE MURK WILL ALL MARI 63 ' b S. ..M NR 6 R ILERED9BU PoN6 FOR SECURING CUT WGME.MRNOHNG MT POCF OPENING N. LOIAPIEIEO DU VIDRMNO XWRS. O, CWPIWARE Al DUGMDRK AAD PIPING WDN UMPMEM, STRUCTURE, ERG L CONTRACTOR SMALL BE RESPONSIBLE FOR DEDUST ION 01 RWF- MOUNIEO ( , EQUIPMENT AND ASSOCIATED INDDOR ECUIPMEM. ONLY ONE UNR SMALL BE `I TAKEN OIR OF DECADE AT ANY RAPE. CORN REMARK. BE ON. LEFT MTI OPEDML COORG MX WILL GENEML COMIMMpt 00 ELECT.. � M GOVAGTOR S. CONTRACTOR ST NOT SHUT DDWN / TAKE OUT OF SERVCE ANY SYSTEMS WONOUT FIRST COORDINATING WILL OWNER AN0 PRE➢MING GOO. Eqa VI V 9. ALL SUPPLY AN SEEGERS ARE A -WAY AR FORCER UMRB SHOWN OMERNIEE. 10. DUCT SRI' OF BRANCH DUCT TO AIR DMCE 111L BE ME WE SRE AS NECK QJ DIED OF AIR DMCE UNLESS NOTED GMERVESE O C 11. BRACH OUCI SIZE TO GRER OF Al TFRAlI. ..AM MALL BE THE EWE G PIPE AS ME INLET SCHEDULED UNLESS NOTED GMERMSE ® L5rrrr,�//W� 12. ALL MEDIUM PRESSURE AND LGW PRESURE SUPPLY AIR DUCTWORK EHNL BE 0 INCA FMERNALLY SNAPPED TO THICKNESS AS STATED IN SPECI CATIONE. RETURN AND URAUST OUCRAAI IS NEITHER USED NOR WRAPPED. (VNIESS NOTED OiXEAWIBE) KEY NOTES: (MGT ALL KEY NGMS APPLY TO MIS SHEET) o ;J N ® J Ol CAP DUCT AT POINT SHOWN WMIN roRRIDIXt %1GNDE IEMPORMY PATCH (IF SHOWED) WED) OF WOOL GFEMMG (FAST WALL OF GO III � Q RELOCATED (E) VAV TERMINAL RECONNECT TO MAIN OUSE PND NGSIKAG 3 4 M PIPING. CW DOWNS DUCT TO. Q PROVIDE COxMM AM TO PNNMATC CPFAATINt INTEGRATE INTO FIRE E1S1EM. �YV. W ® PDAYDE ACCESS DOOR TO DAMPER UNK. Q PROVIDE NEW FlAE/SMGKE DAMPER %1M PNFLMATC OPERATOR E/P SWITCH, z FIG INTEGRATE INRE FlAE SISTER. Q PRONOE NEW BROKE DAMPER MM PNEUMATIC OPERATOR. INTEGRATE INTO FIRE SYSTEM. I�I� pp O] 12/12 AIR TRANSFER SPENDS ABOVE LETTING. REVIS0ONS m � � Pt Vmyn�NV �nll G00E O 5 �, Ey Hui mf=g {22_ B e BRUN €s Sim =s m IN NIss , PARTIAL FIRST FLOOR HVAC PLAN SCAT R' =T -O' Z p Z ®' HVAC GENERAL NOTES: 1. WORM IN T IN 1HE GO MM IE DENOTED N BOLO. PARS G WNSI W. i TO REMU T MD ucxRY. { 2. A N.TAILEO MA.P. IS REQUIRED WHEN A CONSIRUC11011 gC1M1Y OiFEGR ME N SAFETY OF ME OcCVPANA. PARIS S EQUIPMENT OR RG UABLE CONTENTS OR r pM' S15lElA WNICN SUPPORTS 1XFSE SYSTEMS; OR ECEEMALLY MEATS ME BUILOINO MANAGEMENT. OPEM110NS OR SECURITY. yyd 1. GOMMCTOR IS RESPONSIBLE FOR FIELD V,GF.P.N a ALL IXISTNG d COR IONS PRIOR TO COMMENCEMENT OF ANY WORK q 4. COORDINATE MURK WILL ALL MARI 63 ' b S. ..M NR 6 R ILERED9BU PoN6 FOR SECURING CUT WGME.MRNOHNG MT POCF OPENING N. LOIAPIEIEO DU VIDRMNO XWRS. O, CWPIWARE Al DUGMDRK AAD PIPING WDN UMPMEM, STRUCTURE, ERG L CONTRACTOR SMALL BE RESPONSIBLE FOR DEDUST ION 01 RWF- MOUNIEO ( , EQUIPMENT AND ASSOCIATED INDDOR ECUIPMEM. ONLY ONE UNR SMALL BE `I TAKEN OIR OF DECADE AT ANY RAPE. CORN REMARK. BE ON. LEFT MTI OPEDML COORG MX WILL GENEML COMIMMpt 00 ELECT.. � M GOVAGTOR S. CONTRACTOR ST NOT SHUT DDWN / TAKE OUT OF SERVCE ANY SYSTEMS WONOUT FIRST COORDINATING WILL OWNER AN0 PRE➢MING GOO. Eqa VI V 9. ALL SUPPLY AN SEEGERS ARE A -WAY AR FORCER UMRB SHOWN OMERNIEE. 10. DUCT SRI' OF BRANCH DUCT TO AIR DMCE 111L BE ME WE SRE AS NECK QJ DIED OF AIR DMCE UNLESS NOTED GMERVESE O C 11. BRACH OUCI SIZE TO GRER OF Al TFRAlI. ..AM MALL BE THE EWE G PIPE AS ME INLET SCHEDULED UNLESS NOTED GMERMSE ® L5rrrr,�//W� 12. ALL MEDIUM PRESSURE AND LGW PRESURE SUPPLY AIR DUCTWORK EHNL BE 0 INCA FMERNALLY SNAPPED TO THICKNESS AS STATED IN SPECI CATIONE. RETURN AND URAUST OUCRAAI IS NEITHER USED NOR WRAPPED. (VNIESS NOTED OiXEAWIBE) KEY NOTES: (MGT ALL KEY NGMS APPLY TO MIS SHEET) o ;J N ® J Ol CAP DUCT AT POINT SHOWN WMIN roRRIDIXt %1GNDE IEMPORMY PATCH (IF SHOWED) WED) OF WOOL GFEMMG (FAST WALL OF GO III � Q RELOCATED (E) VAV TERMINAL RECONNECT TO MAIN OUSE PND NGSIKAG 3 4 M PIPING. CW DOWNS DUCT TO. Q PROVIDE COxMM AM TO PNNMATC CPFAATINt INTEGRATE INTO FIRE E1S1EM. �YV. W ® PDAYDE ACCESS DOOR TO DAMPER UNK. Q PROVIDE NEW FlAE/SMGKE DAMPER %1M PNFLMATC OPERATOR E/P SWITCH, z FIG INTEGRATE INRE FlAE SISTER. Q PRONOE NEW BROKE DAMPER MM PNEUMATIC OPERATOR. INTEGRATE INTO FIRE SYSTEM. I�I� pp O] 12/12 AIR TRANSFER SPENDS ABOVE LETTING. REVIS0ONS 60 17 6 �� •60 6. 5,- 's0 4. •67 4. 60_ \'J ro LcovE NEI -21 - L _a —, ly VOLV KI -z coRRIDOR NEI -217 yA RE C N1 ]tom . EELS ml ,� FF OICE L.__.- 1 ____ �� ° -- � IryI --�� _ GF 153 SF ❑ 60 17 r 60 16. 6. 6 . 16 / L 15.� -- _ •so s% 4. 1 v 60 13 •a% 12 ��._ 1� -�- ^'67 LCOVE NEI -21B L CARVIOOv NE1 -'[IY flM FE 153 ❑ . rFI OFF TS — . ;Ip31tD JS / SF � ® 60 -,. 1� 1 ... DEPICT / _ ' ly 7 I_ \ ( \l . . _ a' L- ,-- OFFICE WALL wi , ry 153E s, ❑ _ — — ___. —._, OFFICE i, ( F - L it - ' _ OFFICE - O - - __ 'J* 1 S \ rGM o p _J\ OFFICE N1 -316 13 •gam '6J - • - _._ OGFlCE N1 -305 FI N1 ICE 306 O FICE m _ NI \ \ 1p6 I - 1 .. '1 -195 3E F rnnn,nnn T, CKR S - I N1 -26J ® _ CORRIDOR ® - � .� (5fS 1 -SflT PARTIAL FIRST FLOOR HVAC PIPING DEMO PLAN EC :1 B' =1' -0' DEMOLITION GENERAL NOTES: 1. EDSNiG NEYS TO... ARE GEN. VGHRY UNLESS OMIGN.AC NOTED. ALL ITEMS SXOWN NATL E. OR CROSS HATCNE. SNALL RU REMOVED UNLESS OMEWM4 NOTED. i. CONTRACTOR SHALL NOT $WT-DFF M PUT -OUT OF BERATE PINY SYSTEMS OR S LNT CM WIIXCUT FIRST COORDINATING MM ME OWNER, 3. IT IF ME RESPENDB UTY OF TIE CONTRACTOR EO MIST ME SOE AND UNDERSTAND ME IXffBY OF THE REMODEL WORK REBUFFED PRIOR TO BID NO E.. WILL BE ALLOWED FOR MIND REQUIRED TO AENWVF ME ENO RESULT AS INDICATED BY THE CONTRACT MOMENT. 4. cGM`W OR SHALL DETERMINE AND COORDINATE ME EXACT EXTENT OF DEMOLITION TO FACIOTATE ALL MORN INDICATES BY ME CONTRACT DOCUMENT. 5. RATIO' TO COMMENCEMENT OF ANY GREET S CON . NORN. EMNG DITIONS AND NOTFf ENGINEER OF ANY RSCREPANUES FOR RESOLUTION. 6. ALL ITEMS UNTOLD TO BE REMOVED SHALL BE REMOVED W NOR EHTRETY UNLESS M ERMY NOTED. RENDAM ITEM SHALL BE TURNED OVER TO THE BUM UMlfff OTHERWISE NOTED AND STORED M ME AREA DED NAMED BY ME BY,M REMOVE MOM SHE AND LEGALLY DISPOSE D' ALL ITEMS THE OWNER CXOOSES NOT TO AME °T. T. RARE EASING PIPING. T.C. N@NGPDRING ETC. ARE TO M REMOVED FROM WALLS .1. ARE REMAINING, ME WALLS SHALL BE REPAIRED M MATCH ORIGINAL CONDITIONS E. MSERE E.SDNO ME. TO BE R:MOMD PASSES MROUGH FLOORS. THEY SHALL BE OJT BAIX TO .MIN CONCRETE AND BUM MM GROUT TO ACHIEVE A EM. AND EVEN MIN .M CONCRETE SURFACE PARTIAL FIRST FLOOR HVAC PIPING PLAN SCALE; 1/8 =I -0 HVAC PIPING GENERAL NOTE T. WORK INCLUDED M TIE CONTRACT 16 OENORO IN DdA EKISNW GSA IT= TO REMAIN IRE RUMORED LWHM1Y, p. A OETMEP M.O.P. IB REOUIREO MIEN A CONSTRUCTION ACTMIY AFFECTS ME BUM, OF ME CCCPAVR. lV.IOME EDUIPMEMR OR VALUABLE CONTENTS OR ANY SYSTFM WMICN SUPPORTS THESE SYSTEMS; OR 65FMU1LY MEMOS TINE 'DURING MANAGEMENT, OPERABO S OR SECURITY. D. COMPACTOR IS RESPONSIBLE MR ETID XMIFLCATON OF ALL IXISTNC CONDITIONS PAM 70 COMMENCEMENT OF ANY WORK, 6. CDORDNAM WORK WRN ALL ... 5. CONTRACTOR 6 RESPONSIBLE MR RECORDS AND WEATHERPROOFING ANY FOOF OPENING NOT WMPLETEO DURING WORKING HOURS 6. COORDINATE ALL DUCTWORK NO PIPING WITH EOUIPMEM, SIRUCNM[ ETC. 7. OJNTNCTOR SNiL BE RESPONSIBLE NR OEACTNATION OF RODF- MOUNIEO UNPMEM AND MOTIONED INDOOR FONPMEM. ONLY ONE ON SLML. SE TMEN OUT OF ¢FAKE A7 ANY TIME .. PF A.. OF UNITS LEFT OPETNTOWAL COORDINATE MM GENERAL CONTRACTOR AND ELENTOY. D. COMPACTOR EVIL MST SHUT DOWN /MANE OUT OF SERVICE AN SYSTEMS WITHOUT PRSE COORDI'MTNG WIN OWNER AND PREPARING M.O.P. S. ALL HEATING WATER SUPPLY AND TENPIN BRANCH PIPING TO TERMINAL OWES $HALL BE 3 /4' UNLESS NOTED OMMXM ALL PIPING TAKE -OFFS MOM MAN$ SHM.L BE GOTTEN RME -OFFS WITH SAND JOINS, KEY N O TE S: (NOT ALL KE „ RUED APPLY TO ME NS 0 REMOVE EXSTNC TE'RLXNAL BOX AND AffIX]AT:D HAS /HAM PIPING. CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 070936 Issued: 12/18/07 Stipulations: On -call rooms and surgery This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 8300 W 38TH AVE Parcel Number: 39- 262 -00 -010 Owner: Exempla Healthcare Contractor: M.A. Mortensen, Jr M. A. Mortensen Company 1621 18t St. Ste 400 Denver, CO 80202 For the Following Purpose: Commercial Remodel Co e Editions NO change shall be made in the USE of _ 2003 ICC /2005 NEC this building without prior notice 2003 ICC /2002 NEC and a new Certificate of Completion 1997 UBC /2002 NEC from the City of Wheat Ridge. Sprinkler stem i Chi f Bu'1 ing Inspector 5oHing AdminiXtrator E MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES m City of Wheat Ridge Commercial Remodel PERMIT - 070936 PERMIT NO: 070936 .ISSUED: 09/04/2007 JOB ADDRESS:. 8300 W 38TH AVE EXPIRES: 03/02/2008 .DESCRIPTION: on call rooms and surgery schedules per attached. * ** CONTACTS *x* gc 303/295 -2511 M.A. Mortenson, Jr 01 -8817 M. A. Mortenson Company owner 303/425 -4500 'Exempla HealthCare sub 303/227 -4818 Gary A Thiaville 01 -8567 Sturgeon Electric Co.. sub . 970/669 -1666 Robert R. Brunson 01 -9423 U.S. Engineering Co. sub 970./669 -1666 Dwight Brinkman .. -02 -.1413 U.S. Engineering Company * * PARCEL INFO * ZONE CODE:.. UA USE: UA SUBDIVISION: UA BLOCK /LOT #: „0/ * * SUMMARY ** ESTIMATED PROJECT VALUATION: 407,925.00 FEES Permit Fee 3,534.19 Plan Review Fee 2 Total Valuation .00 Use Tax 7,342.65 ** TOTAL ** 13,174.06 Comments: JS:. Approved as Subject to Fire Department . plan review. ,I hereby certify that the :setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this - application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C. and all other. applicable Wheat Ridge ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application . and is subject to the laws of the ..State of Colorado and to the .Zoning Regulations and Building Codes of Wheat. Ridge,. Colorado or any other .. applicable ordinances of the City. 2. This permit - shall - expire 180 days from the issue date. :Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally 'required, provided no 'changes have been or will be made in the original . plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (I) year, : fees shall be paid for a new permit 4. No work of any manner shall be done that will change the natural flow of water causing a drainage.. problem. 5. Contractor shall notify the Building Inspector twenty -four (24): hours in advance for all inspections and .shall receive written approval on inspection card before proceeding with successive phases of the job 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval olation of the provisions of the building codes or any other ordinance, . law, rule or regulation. All plan r9 ect to field inspections. .Signature of ief. Voilding Official date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. TRANSMITTAL LETTER U.S. Engineering Co. -CO Transmittal #: 1845 -0055 729 South East 8th Street Date: 1/2/2008 Loveland, CO 80537 Phone: . (970) 669 -1666 Fax: (970) 663 -0685 gran To: M.A. Mortenson Company Attn: Matt Cooper 8300 West 38th Ave. Wheat Ridge, CO 80033 Subject: Re -Feed. N20 & N Manifold Med. Gas Certification Phone: (303) 467 -4876 Fax: (303) 467 -4855 Items listed are being sent: Enclosed Under Separate Cover via We are transmitting the following to you: Product Data Samples Shop Drawings Architectural Drawings ❑ Letters ❑ Specifications Engineering Drawings ❑ Change Order Requests ❑ O & M Manuals. ❑ Plans ❑ Prints ❑ Addenda C Re -Feed N20 & N Manifold Med. Gas Certific Item No. Item Date Copies For Description /Remark '01 12/9/2007 1 Your Use N20 Manifold Certification 02 12/4/2007 1 Your Use N2 Manifold Certification - Action: CC: ISSUC #: _ CC: CC CC: CC: COPIES TO: Sincerely, o File / By: Nick Diller Project Engineer Received By: - Date: Page 1 of 1 MEDICAL AIR TEST)NG AND SERVICE, INC. 1370 HARLAN STREET. LAKEWOOD, CO 80214 PHONE 303- 279 -2491 FAX 303?79 -7132 NFPA 99 JOB SITE VISIT l FACILITY: /t Xe ry 2 Zu JORDESCRIPTI DATE: ! z/ y O Z CONTRACTOR: of Medical Air Testing and Service, Inc. has tested the following equipment fox proper operation per NFPA 99 X06 s Oxygen Outlets Vacuuin Wets Medical Air Outlets Nitrogen Outlets Nitrous Oxide Outlets WAGD Inlets Carbon Dioxide Outlets Zone Valves Area Alarm Panels _� Master Alarm Panels edition. Manifolds Vacuum Pump Systems Air Compressor Systems Bulk Fields Note: NFPA 99 (2002) - 5.1.13 & NFPA 99 (200-5) 5.1.1.4 state: "An existing system that is not in strict compliance with -the provisions the standard sliall be permitted to be continued in use as long as the authority having jurisdiction has determined that such use does not constitute a distinct hazard to life." Please contact us for retesting if required. The interruption of any critical medical gas shall be the sole responsibility of the Hospital It is the hospital's responsibility to inform all hospital personnel of status of systems. SYSTEM WAS VERIFIED FOR COMPLIANCE TO NFPA 99 5.1.12.3; LEVEL 1 � LEVEL 2 LEVEL 3 OTHER 3.3.90 Level 1Medical Piped Gas and Vacuum Systems, Systems Sewing occupancies where interruption of the piped medical gas and vacuum system would place- patients -in- imminent danger- o£morbidiiy -0r mortality- (PIP) 3.3.92 Level 21y#edical -Piped -Gas and Vacuum Systems. Systems serving occupancies where interruption of the -piped medical gas and vacuum system would place patients at manageable risk of morbidity or mortality. (PIP) 3:3.94 Level 3'Medical Piped Gas and Vacuum Systems. Systems serving occupancies where interruption of the piped medical gas would terminate procedures but would not place patients atriskaf morbidity-or mortality. (PTP) _ NSgets -the - minimum NFPA99 Health Care Facilities Standard to which the facility was tested. Does not meet the minimum NFPA 99 Health Care. Facilities Standard to which the facility was tested, unless accepted by Authority Having Jurisdiction. System to NFPA 99 5.1.12.2.1 - 5.1.12.2.7.7 by: - _Installer ASSE6010.Installei# Not Available ❑ Facility Authorized Representative Not Available _ Medical Air Testing and Service, Inc. ASSE 6030 Verifier # OOG 14TIS and sawo; Tm A, not, ALF—flawn �S,oT Sip 0701TATTY '"m 7 Vol W'd Awn :65 W v"wan Wanw, ;ad P- 99 Health Cwm TVF.� 95 F U, WNIt the Why sms by -Vill „ - Ni A �J 2 tl� _C 3 d C O 'a w O a H ' v W .0 rn m r • cc E d O 3 H O d a W C V C Q. U U Al u a H O d a O r.. d d V O J s Q c c p O m O � w ` U F � W � a � 0` LU M M C) U ILUM m o O LL cn a C O > O Cc lry CO C 0) N _O O V M M N SEEM U w C O NN � LU Loca Z d z z l6 co w a � 2 tl� _C 3 d C O 'a w O a H ' v W .0 rn m r • cc E d O 3 H O d a W C V C Q. U U Al u a H O d a O r.. d d V O J s Q c c p O m O � w ` U F � W � a � 0` LU � U O LL cn a C O c V U E z U w � C Z d z z l6 A w a � w 0- J h h 0) LU 1 .aa� Q a a a J � V 2 Z o 0 � . O a Z m O o p U � o W z c '� w v Q Y V a. Z C o 41 LL Z O O W Z L w' C LL C LL y N m E @ N m LL K ` U F � W � a � 0` O LL cn a C v c V U E N LL W ` U F � W � a � 0` � C m l6 A w a � h h .aa� N LL W LL O , r V W V W ii a 0 Z V a V r�� U r Z PI I a IL V .r ` U F � W � � � m A h h ! W ! C V 2 O a Z p U � o O Q W L C C LL y N m E @ N m LL S LL a' LL d LL O , r V W V W ii a 0 Z V a V r�� U r Z PI I a IL V .r mi <k \� \ \} )a ^� } }j !• { \ \ \ \ N I / k Z IL \ a j G i f m( IS, w � � -.%% � EXEMPLA LUTHERAN MEDICAL CENTER -� ON CALL ROOMS & SURGERY SCHEDULER'S RENOVATION 8300 W. 38TH AVE. l WHEAT RIDGE, CO 80033 1 AUGUST 2007 Pre �ea�s TESTING Complete ADJUSTING Mechanical TABB CERTIFIED Balancing, Inc. SYSTEM BALANCING PHONE 303 - 948 -5429 €.J PO BOX 27705 DENVER, CO 80227 TESTING C�OOTs°ilpb�TN� ADJUSTING ILA (�' Isf1Pa1 B (�1� SYSTEM BALANCING D�b�1EaI(�Bls1C�o BPs7C�'o i f � GENERAL INFORMATION PAGE NO. 6052 P.O. BOX 27706 DENVER, CO. 80227 FAX 303 - 972 -7453 PHONE 303 - 948 -5429 PROJECT EXE LUTHERAN MED CTR — ON CALL FMS & SURGERY SCHEDULER'S REN LOCATION 8300 W. 38TH AVE., WHEAT RIDGE, CO 80033 ARCHITECT H + L ARCHITECTURE PROJECT ALTITUDE 5200' FLOW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED DATE AUGUST 2007 TYPE DIGITAL TYPE DIGITAL TYPE LCA 6000 TYPE 9915 C Cad Catlett SBOU90020 Not Valid Unless Signed X VELOCITY MECHANICAL ENGINEER CATOR, RUMA & ASSOCIATES 0- 0.50" S AL CONTRACTO U.S. ENGTNEERIN BALANCING CR C.CA'tIETT A.STRUBLE l 0 -4.0" 0 -8.0" PRESSURE GAG — 30 --+30 PSI INSTRUMENTS USED 0 -100 PSI FLOW HOOD BALOMETER I FLOW HOOD SHORTRIDGE ANEMOMETER DAVIS � g t SPEED INDICATOR BIDDLE t AMMETER AMPROBE 396 VOL TMETER AMPROBE PROJECT ALTITUDE 5200' FLOW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED DATE AUGUST 2007 TYPE DIGITAL TYPE DIGITAL TYPE LCA 6000 TYPE 9915 C Cad Catlett SBOU90020 Not Valid Unless Signed X VELOCITY INCLINED DRAFT GAGE DWYER 0- 0.25" 0- 0.50" 400" MAGNEHELIC GAGE 0- 0.50" 0 -1.0" 0 -2.0" 0 -4.0" 0 -8.0" PRESSURE GAG — 30 --+30 PSI 0 -60 PSI 0 -100 PSI PRESSURE GAGE DIFFERENTIAL BARCO 0 -50" 0 -100" 0 -100' MIDWEST 820 PYROMETER ALNOR THERMOMETERS ATKINS TYPE 396 FLUKE TYPE 52 MICROMANCt ALNOR TYPE 530 PROJECT ALTITUDE 5200' FLOW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED DATE AUGUST 2007 TYPE DIGITAL TYPE DIGITAL TYPE LCA 6000 TYPE 9915 C Cad Catlett SBOU90020 Not Valid Unless Signed X VELOCITY PROJECT EXE LUTHERAN MED CTR - PRE RE ADS PAGE NO 6052 -2 ON -CALL RMS & SURGERY SCHEDUL DATE 08 -13 -07 LOCATION 1ST FLOOR BALANCER A.S. FAN SYSTEM SUPPLY VAVs CONTRACTOR U.S. ENGINEERING AIRBA SIZE I REQUIRED TEST 1 TEST 2 TEST 3 FINAL 1 OPENING PLAN AREA VEL CEM VEL % VEL o VEL % VEL CEM % RlaafftKS VAV- 1 24/24 1.10 N.G. 185 185 204 B11615 2 24/24 1.10 N.G. 100 100 110 3 24/24 1.10 N.G. 95 95 105 MIN 100 4 24/24 1.10 N.G. 105 105 116 CR 240 TGPAL 425 1 5341 KF 450 VAV -2- 5 24/24 1.10 N.G. 145 145 160 B11625 6 24/24 1.10 N.G. 140 140 154 7 24/24 1.10 N.G.1 145 145 160 8 24/24 1.10 N.G. 150 150 165 MIN 1145 9 24/24 1.1011 N.G. 140 140 154 CR 727 ZOML 580 792 KF 850 AIRBA PARTIAL FIRST FLOOR HVAC DEMO PLAN WALE: 1 B =1 - DEMOLITION GENERAL NOTES: 1. EXISTING TENS TO REMAIN ARE MOVES UGNRT UNLESS OTHERWISE NOTED. ALL NONE RICAN HATRED OR CROSS HATCHES WAU. RE REMOVED UNLESS OMEVISE NOTED. 3. CONTRACTOR yULL NOT SHUT -OFF OR PJT -WT OF SEANCE MY MORRIS OR ERASE MMWT MST EXHISNATNC `MM ME ORAI S. IT 6 ME RESPWSBOITY OF THE EMERSON TO MST HE RE MR UND09WO THE SENT OF ME REMODEL AGM REWIRED MOR TO BID. NO USERS GALL BE AllMD FOR WE REQUIRES TO ACHIEVE ME END RESULT AN INDICATED BY ME CONTRACT COMMSE 4. DONMACTOR SHALL DET SIMME MD CDOROINNTE THE ENACT ENTENT OF DEMWTW M FAOUTAE ALL RARE INDICATED BY RE CONTRACT DOCUMENT. 5. Mq1 TO CWULMRTIENT CT MY DEVWTW XWN. Min ENSTNO CWCITONS AND NOTIFY p.. OF MY gECREMI ES ISO RESO-UTW, E. A. ITELG IDENTNIED TO BE MEN. SHALL BE REVDMET IN THEW ENTIRETY UNIE5R OTHERWISE NOES. RdOY.D MS WEAL BE TURNED DYER 70 ME MR UNIFSS OTHERWISE NOTED AND STORED IN ME MU ORIGINATED BY ME MEN. KNOW MOW SE AND LEGALLY SOFOSE OF ALL ITEMS ME MEN CEVSE NOT M ASSERT 7. WERE US IRS PIPING. T.C. NSINO/MFONO ETF ME TO BE REMOVD FROM WHES MACH ARE REMMMNG ME WALLS MAIL BE TSFYER TO WARREN OEMNAL CONSTRUE. S. MENE MIND PIPING TO BE REMOVE➢ NAMES THROUGH FLOORS THEY SHAu BE OUT BACK TO INMN CONCRETE AND FILED WITH GROUT TO AOIIEVE A SMOOTH AND EMEN MEN W M CDNCREE SURFACE KEY NOTES: (NOT ALL KEY NO. M711 TO WE Ot HERONS MST MOM EMT WALL OF COMMON N POW SHOWN. O REMOVE MO FEIO1. MFAMO .. Q gyDVE EMSNEG FIRE DAMPER AND OUTWORK O (E) WAY EON.. . TO WE ELIMINATED. REFER N NEW HWAC PUN (� FORM MB HELOGTE SO SANG CAIUE C C C C C C PARTIAL FIRST FLOOR HVAC PLAN SCAM 1 =T -O HVAC GENERAL NOTES: I. WORK INCWDEO IN THE CONTUNIT W OCHOTED IN BML. MOVE COMMONS TO REARM ME DENVER EDNRY. Y. A CETMED ND. P. IS REQUIRES WHEN A CRNfMNRION ASTMtt ARECR ME SAFETY OF ME CCCUPMRS. TELEPHONE EQUIPMENT OR VµDASUE CONTENDS OR MY SSIFFA WHICH SUPPORTS THERE SYSTEMS: OR MENTALLY NFECIS ME SAWING N4UGENEM. ESQUTIONS OR SECURITY. 3. CEINRAROR IS REOPONWE FOR REW MOOT TON OF AU. E401 DONWIONS PRIOR TO COMMENCEMENT OF ANY WONT. 4. WDImIWE WOE WM ALL TRADES, 5. COMPILIOR IS RE3tNI FOR SEWNNO MR NFAIHW%IOJFlNG MT RCM' . OPENING NOT CUNPLETD RUDE WORMHO HOURS. G. NORI ALL WCMORK MS S WRH E%APMFM. STRUCTURE EN, 7. WNIPMTOR MAU. BE HCRFINUME FOR DF AMv OF ftWf- VWNIFO FDEPMFNi. AN ASSDOATED INCOM CODS :. OM:i'WE UNIT SPXL SE T., A OF SEENVE AT MY THE SM HEMMIHCFR OF UHM LET WERMONLL. W]RDINAE RIM GENERA. CMTUROR MO RECMCLL WMRAME B. CONTACTOR SHAUL NOT SHUT WWN / TAKE OUT OF SENORS ANY STEMS .. FOR SY DRODATNG WITH MR AND MERMNO N.O.P. 9. Al SUPPLY NR DIFFUSERS ME 4-WAY AIR PATTERN DNLEGS SHOWN ORTIMM£ 10. WR ROE OF BANNER WCT TO MR OEVCE SISAL BE WE WE SEE M NECK SHE OF AR ENDS HOURS NOTED OIXFRWSE. 11. BRARCN WR SIZE N MLET OF ALL EflWNLL FROM SCOW. BE ME WE SEE M ME INIET SCHEDULED UNLESS NOTED OTHERWISE E. ML MEESEN PRESSURE MO MY PRESSURE SUPPLY MR OUCTWOW( SHAWL BE RVIS AL.Y BRAPPED TO THICKNESS AS STATED IN SPEORUTONS. SERIPH AND EWWST OXFORN IR NETHER LWFD HIM MM'EA (Hams HIED DTERMSE) KE YNOTES: (NOT ALL KE( NDER APPLT TD MI5 SHFEif OI CAP DUCT AT PORK SHOWN MEN DENNIS. PRONM THROWER PATCH OF REWIRED) OF WALL CPEMNO (EAST WALL W CIXWOORIL ZO R6DCMFU (E) YAW ERUMAL MCOIMER TO MAIN OYR AND H WS/NMR MIND, CAR EYISTNG DUST TAP. SQ PROMISE CONTROL MR TO PNEUMATIC OPFR. M NORT AM INM FIRE Si5El1 4O PHONDE ACCESS DOOR TO SARI UKK OS PRONOE NEW FRE 6WE DAMON M FNEUMATC OPERATE E/P SWITCH. EV IxECMTE INTO FlRE SYSTEM, ri ■ T �- o���_�i o ♦ ��� �I —f■c ' 11 � � IFA�i � E LI �cllL.�■ —■ �I� m� .� -- ■ IIIII I � o■ _�Effi w ill Fa Im o C C C C C C PARTIAL FIRST FLOOR HVAC PLAN SCAM 1 =T -O HVAC GENERAL NOTES: I. WORK INCWDEO IN THE CONTUNIT W OCHOTED IN BML. MOVE COMMONS TO REARM ME DENVER EDNRY. Y. A CETMED ND. P. IS REQUIRES WHEN A CRNfMNRION ASTMtt ARECR ME SAFETY OF ME CCCUPMRS. TELEPHONE EQUIPMENT OR VµDASUE CONTENDS OR MY SSIFFA WHICH SUPPORTS THERE SYSTEMS: OR MENTALLY NFECIS ME SAWING N4UGENEM. ESQUTIONS OR SECURITY. 3. CEINRAROR IS REOPONWE FOR REW MOOT TON OF AU. E401 DONWIONS PRIOR TO COMMENCEMENT OF ANY WONT. 4. WDImIWE WOE WM ALL TRADES, 5. COMPILIOR IS RE3tNI FOR SEWNNO MR NFAIHW%IOJFlNG MT RCM' . OPENING NOT CUNPLETD RUDE WORMHO HOURS. G. NORI ALL WCMORK MS S WRH E%APMFM. STRUCTURE EN, 7. WNIPMTOR MAU. BE HCRFINUME FOR DF AMv OF ftWf- VWNIFO FDEPMFNi. AN ASSDOATED INCOM CODS :. OM:i'WE UNIT SPXL SE T., A OF SEENVE AT MY THE SM HEMMIHCFR OF UHM LET WERMONLL. W]RDINAE RIM GENERA. CMTUROR MO RECMCLL WMRAME B. CONTACTOR SHAUL NOT SHUT WWN / TAKE OUT OF SENORS ANY STEMS .. FOR SY DRODATNG WITH MR AND MERMNO N.O.P. 9. Al SUPPLY NR DIFFUSERS ME 4-WAY AIR PATTERN DNLEGS SHOWN ORTIMM£ 10. WR ROE OF BANNER WCT TO MR OEVCE SISAL BE WE WE SEE M NECK SHE OF AR ENDS HOURS NOTED OIXFRWSE. 11. BRARCN WR SIZE N MLET OF ALL EflWNLL FROM SCOW. BE ME WE SEE M ME INIET SCHEDULED UNLESS NOTED OTHERWISE E. ML MEESEN PRESSURE MO MY PRESSURE SUPPLY MR OUCTWOW( SHAWL BE RVIS AL.Y BRAPPED TO THICKNESS AS STATED IN SPEORUTONS. SERIPH AND EWWST OXFORN IR NETHER LWFD HIM MM'EA (Hams HIED DTERMSE) KE YNOTES: (NOT ALL KE( NDER APPLT TD MI5 SHFEif OI CAP DUCT AT PORK SHOWN MEN DENNIS. PRONM THROWER PATCH OF REWIRED) OF WALL CPEMNO (EAST WALL W CIXWOORIL ZO R6DCMFU (E) YAW ERUMAL MCOIMER TO MAIN OYR AND H WS/NMR MIND, CAR EYISTNG DUST TAP. SQ PROMISE CONTROL MR TO PNEUMATIC OPFR. M NORT AM INM FIRE Si5El1 4O PHONDE ACCESS DOOR TO SARI UKK OS PRONOE NEW FRE 6WE DAMON M FNEUMATC OPERATE E/P SWITCH. EV IxECMTE INTO FlRE SYSTEM, CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 070988 Stipulations: G/I lab Issued: 12/18/07 This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 8300 W 38TH AVE Parcel Number: 39- 262 -00 -010 Owner: ELMC Contractor: M.A. Mortenson, Jr M. A. Mortenson Company 1621 18t St. Ste 400 Denver, CO 80202 For the Following Purpose: Comm. Tenant Finish Cc Editions NO change shall be made in the USE of 11// 2003 ICC /2005 NEC this building without prior notice _ 2003 ICC /2002 NEC and a new Certificate of Completion 1997 UBC /2002 NEC from the City of Wheat Ridge. Sprinkler Aystem j CVW A ChYERTIU Buing Inspector Zoning -mini trator ATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES m City of Wheat Ridge CO COR01 01 Comma Tenant Finish PERMIT - 070988 PERMIT NO: 070988 ISSUED: 09/17/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 03/15/2008 DESCRIPTION: G/I Lab Renovation * ** CONTACTS * ** owner 303/425 -4500 ELMC gc 303/295- 2511.M M.A. Mortenson, Jr 01 -8817 M. A. Mortenson Company sub 303/227 -4818 Gary A Thiaville 01 -8567 Sturgeon Electric Co. sub 970/669 -1666 Robert R. Brunson 01 -9423 U.S. Engineering Co. sub 970/669 -1666 Dwight Brinkman 02 -1413 U.S. Engineering Company ** PARCEL INFO ** ZONE CODE: PHD USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ * *FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 1234,151.00 FEES Permit Fee 8,410.20 Plan Review Fee 5 Total Valuation .00 Use Tax 22,214..72 ** TOTAL ** 36,091.55 Comments JS: - Approved with notes on plan. Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor /owner date 1... This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the ' of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official 3. ".If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. - 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive - written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval . of, by lation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan re ject to field inspections. Signature of C of Milding Official : date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303).235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE .FOLLOWING BUSINESS DAY. TRANSMITTAL LETTER U.S. Engineering Co. -CO Transmittal #: 1845 -0047 729 South East 8th Street Date: 11/16/2007 Loveland, CO 80537 Phone: (970) 669 -1666 Fax: (970) 663 -0685 Project: Exempla Lutheran To: M.A. Mortenson Company _ Items listed are being sent:. Attn: Matt Cooper - EVD Enclosed 8300 West 38th Ave. Wheat Ridge, CO 80033 E Under Separate Cover CI Via Hand Delivery Subject: Re -Feed Med. Gas Certification Of South Tower Phone: (303) 467 -4876 Fax: (303) 467 -4855 We are transmitting the following to you: - Product Data Samples Shop Drawings Architectural Drawings Letters ❑ Specifications Engineering Drawings r] Change Order Requests ❑ 0 & M Manuals Prints El Plans 11 Addenda Item No. Item Date Copies For Description /Remark 01, 10H412007 2 Your Use Re -Feed Med. Gas Certification Of South Tower Issue #: bao CC: CC.. CC: - CC: CC: OPIES TO: - Sincerely, - File - Sal Move By: Nick Diller Proiect Endineer Received By: - Date: - Page 1 of 1 u M M ILU O �o o o Q oD 0 O M N N N �O Co f� N w W .Q d C O M O CL 7, v t w y _m C 7 d . O C 3 V C. CA C w C CL S w a d V O C O N C Q U U u a H 'Z N �= a v d'� Q IL o `o u U Q p C C 5m UU LL O LU V V J Z W H w a z Z CL V V r.1 U ZF1 V a IL V Lol N ~ Z O i �u w i O Q LL c b v p C p O 0 �p c L \� Z V C N h U a a a a F� !w W F U R z Lij IL Z z � V w QL J w o 2 a Q a n. 4 J � Q z J Z t7 O E U) D !>: w U � L w S Z LL I C N c w Z m � as 'rn m J (D Q c A 2 0 c Z — U L cc J CL c .ry ? OO M U -4 : 1 O U (� - c _ z LL xx LL LL O LU V V J Z W H w a z Z CL V V r.1 U ZF1 V a IL V Lol i �u i O Q LL c b v p C p O 0 �p c L \� Z V C N LL O LU V V J Z W H w a z Z CL V V r.1 U ZF1 V a IL V Lol �u V Y V w a a a a F� LL O LU V V J Z W H w a z Z CL V V r.1 U ZF1 V a IL V Lol �u V Y V !w W W � V 2 4 J Z U L c CL Z LL I C N c -` m � as 'rn m J co Z E c 3 0 sL LL O R a LL O LU V V J Z W H w a z Z CL V V r.1 U ZF1 V a IL V Lol .. • 2 1 1 • J c i Z a i, S V� k J v EXEMPLA LUTHERAN MEDICAL CENTER GI LAB RELOCATION I PRE -READS 8300 W. 38TH AVE. 1 WHEAT RIDGE, CO 80033 AUGUST 2007 TESTING Complete M ADJUSTING echanical TABB CERTIFIED Balancing, Inc. ` SYSTEM BALANCING PHONE 303- 948 -5429 { PO BOX 27706 DENVER, CO 80227 FAX 303 - 972 -7453 TESTING CS' OO MP19 ADJUSTINGI�C��StflDnlIIC�L1b SYSTEM BALANCING IJ3L�1Ps1C�1CFs1C� pPn1(�o iJ GENERAL INFORMATION P RIIVECT EXEMPIA lac• • l MU - GI LAB RELiOCATIO MAGNEHELIC GAGE 0- 0.50" 0 -1.0" 0 -2.0" 0 -4.0" 0 -8.0" 4 PRESSURE GAG - 30 --+30 PSI 0 -60 PSI 0 -100 PSI PRESSURE GAGE D IFFERENT IAL BARCO 0 -50" 0 -100" 0 -100' MIDWEST 820 PYROMETER ALNOR THERMOMETERS ATKINS TYPE 396 FLUKE TYPE 52 MIS ALNOR TYPE 530 PROJECT ALTITUDE 5200' FLOW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED PAGE NO. 5971 P.O. BOX 27706 DENVER, CO. 80227 FAX 303 - 972 -7453 PHONE 303 - 948 -5429 CO 80033 DATE AUGUST 2007 TYPE DIGITAL TYPE DIGITAL TYPE ICA 6000 TYPE 9915 Carl Catlefl Not cl Valid Unls Signed �.e X VELOCITY LOCATION 8300 W. 38TH AVE., WHEAT RID 1 l ARCHITECT H + L ARCHITECTURE MECHANICAL ENGINEER CATOR, RUM% & ASSOCIATES S HEETM TAL CO NTRACTOR BALANCING CR US ENGINEERING C.CATLE T INSTRUMENT'S USED FLOW HOOD BALCM= FLOW HOOD SHORTRIDGE ANEMOMETER DAVIS SPEED INDICATOR BIDDLE AMMETER AMPROBE VOL TMETER AMPROBE -' TNCIMSI D DRAFT GAGE DWYER 0- 0.25" 0- 0.50" 400" MAGNEHELIC GAGE 0- 0.50" 0 -1.0" 0 -2.0" 0 -4.0" 0 -8.0" 4 PRESSURE GAG - 30 --+30 PSI 0 -60 PSI 0 -100 PSI PRESSURE GAGE D IFFERENT IAL BARCO 0 -50" 0 -100" 0 -100' MIDWEST 820 PYROMETER ALNOR THERMOMETERS ATKINS TYPE 396 FLUKE TYPE 52 MIS ALNOR TYPE 530 PROJECT ALTITUDE 5200' FLOW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED PAGE NO. 5971 P.O. BOX 27706 DENVER, CO. 80227 FAX 303 - 972 -7453 PHONE 303 - 948 -5429 CO 80033 DATE AUGUST 2007 TYPE DIGITAL TYPE DIGITAL TYPE ICA 6000 TYPE 9915 Carl Catlefl Not cl Valid Unls Signed �.e X VELOCITY DENIER COLORADO o ° ° cmms" EEC. PAGE 5971 -1 AIR SYSTEM RECAP SHEET J JOB: EIMC - GI LAB RELOCATION PRE READ ZONE OR REQ'D ACT'L % OF l FUNCTION UNIT NO. MAIN CFM CFM REQ'D MIN REMARKS PAGE SUPPLY AHU -7 Z— 1 -149 N.G. 23298 2 -12 l TOTAL N.G. 23298 RETURN RF -7 TOTAL 1 -65 N.G. 14328 13 -16 N.G. 14328 EXHAUST EF E -1 —E -7 N.G. 2613 17 EXHAUST EF E- 8 —E -31 N.G. 2580 18 TOTAL N.G. 5193 _ 1 Ea J { Dab�lrolc big o Sna c o PAGE 5971 -2 DATE 08 -28 -07 EQUIPMENT DATA ^ l A) PROJECT EINE - GI LAB REED ATION PRE READ J UNIT NO. AHU -7 PLAN IDC. NF KE TEM ROL NODEL NO. BS67P SER. NO. 21285 RATING NONE GIVEN INITIAL RPM 1018 FINAL RPM 551 B) M3TOR HP. 50 RATED EFF /PF 94.4 / 87.0 TYPE TD PH. 3 RATED SPEED 1775 MEAS.VOLTS (L /L) 477 473 476 SF. 1.15 RATED VOLTS 460 INITIAL A14PS 39.4 42.0 38.87 FR. 326T RATED AMPS 57.0 MEAS.VOLTS (L /G) 294 292 294 S F AMPS 64.0 FINAL AMPS 24.18 25.76 22.1 STARIM C) SQUARE D SIZE 3 TBE104A S um mus ADJUST 30 TO 90 (EXIST) AMP RATING (REQ'D) AMP.RATING OTHER 1D) DRIVEN 3R5V160 SHEAVE X BORE R1 X 2 1/8" DRIVER 3R5V92 SHEAVE X BORE R'2 7/16" BELTS 5V1060 SIZE X NJ.BFr 3 MDT. ADJ. IN /OUP 3" / 13" CL. DIST. 33 1/4 DRIVE CHANCE 35V48 / B 2 1/2 BELT C8AbM NONE E) FILTERS IN -0.12 IN. OUT -0.20 IN. DROP -0.08 IN. BEAT COIL IN -0.20 IN. OUP -0.25 IN. DROP -0.05 IN. COOL COIL IN 1.10 IN. OUT 0.95 IN. DROP -0.15 IN. FAN IN -0.25 IN. OUT 1.10 IN. RISE 1.35 IN. FINAL FILTEF IN 0.95 IN. OUT 0.65 IN. RISE 1.60 IN. STATIC PRESSURE AFTER SHEAVE CHANGE G) PUMP IN PSI OUT PSI RISE PSI FT DEAD HEAD IN PSI OUT PSI RISE PSI FT H) REMARKS AREA= SQ. FT.X FPNt- CFM FINAL: S0. ET.X FPM= CFM n PROJECT ELMC - GI LAB RELOCATION LOCATION 1ST FLOOR, PRE READ FAN SYSTEM AHU -7 CONTRACTOR US ENGINEERING H REMARKS rl El PAGE NO 5971 -3 DATE 08 -22 -07 BALANCER C.C. A.I.A1 SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL OPMlW PLAN AREA VEL CEM VEL % VEL % VEL % VEL CFM % REMARKS Z- 1 24/24 1.10 N.G. 140 140 154 2 24/24 1.10 N.G. 125 125 138 3 24/24 1.10 N.G. 165 165 182 4 24/24 1.10 N.G. 135 135 149 1 5 24/24 1.10 N.G. 130 130 143 TOTAL N.G. 765 Z- 6 24/24 1.10 N.G. 190 190 209 7 24/24 1.10 N.G. 70 70 77 8 24/24 1.10 N.G. 80 80 88 9 24/24 1.10 N.G. 50 50 55 10 24/24 1.10 N.G. 135 135 149 10A 24/241 1.10 N.G.1 215 215 237 TOTAL N.G. 814 t1124/24 Z- 1.101 N.G. 125 125 138 12124/241 1.1011 N.G. 125 125 138 13124/24 1 . 10 11111 N.G. 125 125 138 14124/24 1.10 N.G. 125 125 138 15 24/24 1.10 N.G. 85 85 94 16 24/24 1.10 N.G. 85 85 94 17 24/24 1.10 N.G. 125 125 138 17A 24/24 1.10 N.G. 130 130 143 ZT7TAL N.G. 1018 Z- 18 24/24 1.10 N.G. 95 95 105 1924/24 1.10 N.G. 165 165 182 ICTAL N.G. 286 H REMARKS rl El PAGE NO 5971 -3 DATE 08 -22 -07 BALANCER C.C. A.I.A1 COMPIETE MECHANICAL BALANC PROJECT ELMC - GI LAB RELOCATION LOCATION 1ST FLOOR, PRE READ FAN SYSTEM AHU -7 CONTRACTOR US ENGINEERING PAGE NO 5971 -4 DATE 08 -22 -07 BALAN C.C. AIRBA SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL OPENING PLAN AREA VEL CEM VEL % VII, % VEL % VEL CEM $ REMARKS Z- 20124/24 11.10 N.G. 65 65 72 21 24/24 1.10 N.G. 65 65 72 22 24/24 1.10 N.G. 45 45 50 23 24/24 1.10 N.G. 70 70 77 TOTAL N.G. 270 Z- 241 24/24 1.10 N.G. 80 80 88 25 24/24 1.10 N.G. 85 85 94 26 24/24 1.10 N.G. 65 65 72 27 24/24 1.10 N.G. 60 60 66 TOTAL N.G. 319 Z- 28124/24 1.10 N.G. 65 65 72 TOTAL N.G. 72 Z- 29 24/24 1.10 N.G. 95 95 105 TOTAL N.G. 105 Z- 30 24/24 1.10 N.G. 100 100 110 TOTAL N.G. 110 Z- 31 24/24 1.10 N.G. 100 100 110 TOTAL N.G. 110 Z- 32 24/24 1.10 N.G. 100 100 110 33 24/24 1.10 N.G. 80 80 88 TOTAL N.G. 198 PROJECT ELMC - GI LAB RELOCATION LOCATION 1ST FLOOR, PRE READ FAN SYSTEM AHU -7 CONTRACTOR US ENGINEERING PAGE NO 5971 -4 DATE 08 -22 -07 BALAN C.C. AIRBA PROJECT ELMC - GI LAB RELOCATION LOCATION 1ST FLOOR, PRE READ FAN SYSTEM AHU -7 CONTRACTOR US ENGINEERING J REMARKS AIRBAL PAGE NO 5971 -5 DATE 08 -23 -07 BALAN C.C. 0 SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL OPENING PLAN ACT'I AREA VII, CEM VEL % VEL % VEL % VEL CFM $ REMARKS Z- 34 24/24 1.10 N.G. 110 110 121 35 24/24 1.10 N.G. 90 90 99 36 24/24 1.10 N.G. 130 130 143 37 24/24 1.10 N.G. 135 135 149 38 24/24 1.10 N.G. 120 120 132 39 24/24 1.10 N.G. 70 70 77 40 24/24 1.10 N.G. 70 70 77 41 24/24 1.10 N.G. 70 70 77 42 24/24 1.10 N.G. 70 70 77 43 24/24 1.10 N.G. 75 75 83 44 24/24 1.10 N.G. 95 95 105 45 24/24 1.10 N.G. 95j I 1 1 95 105 46 24/241 1.10 N.G. 80 80 88 47124/241 1.10 N.G. 85 85 94 48 24/24 1.10 N.G. 75 75 83 49 24/24 1.10 N.G. 85 85 94 50 24/24 1.10 N.G. 90 90 99 51 24/24 1.10 N.G. 130 130 143 52 24/24 1.10 N.G. 90 90 99 TOML N.G. 1942 J REMARKS AIRBAL PAGE NO 5971 -5 DATE 08 -23 -07 BALAN C.C. 0 PROJECT ELMC - GI LAB RELOCATION LOCATION 1ST FLOOR, PRE READ FAN SYSTEM AHU -7 CONTRACTOR US ENGINEERING PAGE NO 5971 -6 DATE 08 -23 -07 BALAN C. C. 11 REMARKS AIRSA SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL OPENING PLAN ACT AREA VEL CEM VEL % VII, % VEL % VEL CFM $ REFg1RKS J Z- 53 24/24 1.10 N.G. 205 205 226 54 24/24 1.10 N.G. 240 240 264 TOTAL N.G. 490 Z- 55,24/24 1.10 N.G. 115 115 127 56 24/24 1.10 N.G. 100 100 110 TOM N.G. 237 Z- 57 24/24 1.10 N.G. 115 115 127 TOTAL N.G. 127 Z- 58 24/24 1.10 N.G. 60 60 66 59124/241 1.10 N.G. 80 80 88 TOTAL N.G. 154 Z- 60 24/24 1.10 N.G. 135 135 149 TOTAL N.G. 149 Z- 61 24/24 1.10 N.G. 135 135 149 TOTAL N.G. 149 11 REMARKS AIRSA :�'I 1 SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL 1 OPENING PLAN ACTr AREA VEL CEM VEL % VII, % VEL % VEL CEM $ REMARKS Z- 621 24/24 1.10 N.G. 160 160 176 63 24/24 1.10 N.G. 165 165 182 64 24/24 1.10 N.G. 75 75 83 65 24/24 1.10 N.G. 30 30 33 66 24/24 1.10 N.G. 85 85 94 67 24/241 1.10 N.G. 80 80 88 68 24/24 1.10 N.G. 135 135 149 69 24/24 1.10 N.G. 185 185 204 Tl7iAI, N.G. 1007 Z- 70 24/24 1.10 N.G. 145 145 160 71124/241 1.1011 N.G. 120 120 132 72 1.10 N.G. 110 110 121 TOTAL N.G. 1 1 413 Z- 73 24/24 1.10 N.G. 50 50 55 74 1.10 N.G. 80 80 88 75 24/24 1.10 N.G. 65 65 72 TOTAL N.G. 215 Z- 76 24/24 1.10 N.G. 160 160 176 77 24/24 1.10 N.G. 195 195 215 781 24/24 1.10 N.G. 190 190 209 79 24/24 1.10 N.G. 105 105 116 TC7PAL N.G. 715 u REMARKS 1 PROJECT LOCATION 1ST F FAN SYSTEM AHU -7 CONTRACTOR US EN A.R. PAGE NO 5971 -7 DATE 08 -23 -07 BALAN C.C. I Lq ELMC - GI LAB RELOCATION PAGE NO 5971 -8 DATE 08 -23 -07 BALAN C.C. 11 REMARKS NRBA PROJECT ELMC - GI LAB RELOCATION LOCATION 1ST FLOOR, PRE READ FAN SYSTEM AHU -7 CONTRACTOR US ENGINEERING SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL 1 OPENRU PLAN � ACT'I AREA VEL CEM VEL % VEL % VEL % VEL CFM % IU24AM Z- 80 24/24 1.10 N.G. 0 0 81 24/24 1.10 N.G. 0 0 82 24/24 1.10 N.G. 0 0 83 24/24 1.10 N.G.1 0 0 TOTAL N.G. Z- 84 12/12 1.10 N.G. 35 35 39 85 12/12 1.10 N.G. 30 30 33 86 12/12 1.10 N.G. 35 35 39 87 24/24 1.10 N.G. 170 170 187 88 24/24 1.10 N.G. 95 95 105 TOTAL N.G. 402 Z- 8918' 1.10 N.G. 855 1 1 855 941 90 S'SLT 1.10 N.G. 740 740 814 TOTAL 1 1 N.G. 1755 Z- 91 8 1.10 N.G. 465 465 512 92 8'SLT 1.10 N.G. 445 445 490 TOTAL N.G. 1001 Z- 93 8'SLT 1.101 N.G. 770 770 847 94 8'SLT 1.10 N.G. 790 790 869 TOTAL N.G. 1716 Z- 95 8'SLT 1.10 N.G. 720 720 792 96 8'SLT 1.10 N.G. 580 580 638 TOTAL N.G. 1430 I r 11 REMARKS NRBA PROJECT ELMC - GI LAB RELOCATION LOCATION 1ST FLOOR, PRE READ FAN SYSTEM AHU -7 CONTRACTOR US ENGINEERING PROJECT ELMC - GI LAB RELOCATION LOCATION 1ST FLOOR, PRE READ FAN SYSTEM AHU -7 CONTRACTOR US ENGINEERING PAGE NO 5971 -9 DATE 08 -24 -07 BALANCER C.C. l SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL l OPENING PLAN JACT'l AREA VEL CEM VEL % VEL % VEL % VEL CEM $ R190RRS l Z- 97 12/12 1.10 N.G. 110 110 121 98 12/12 1.10 N.G. 115 115 127 99 12/12 1.10 N.G. 115 115 127 100 12/12 1.10 N.G.1 110 110 121 1 10112/12 1.10 N.G. 115 115 127 f 102 12/12 1.10 N.G. 115 115 127 103 12/12 1.10 N.G. 120 120 132 TOTAL N.G. 880 Z- 104 24/24 1.10 N.G. 85 85 94 105 24/24 1.10 N.G. 90 90 99 106 12/12 1.10 N.G. 50 50 55 TYPAL N.G. 248 Z- 107,12/12 1.10 N.G. 170 1701 187 108112/12 1.10 N.G. 70 70 77 TOTAL N.G. 264 Z- 109 24/24 1.10 N.G. 140 140 154 } 1 TOTAL N.G. 154 Z- 110 8/8 1.10 N.G. 100 100 110 111 24/24 1.10 N.G. 130 130 143 112 24/24 1.10 N.G. 75 75 83 113 12/12 1.10 N.G. 145 145 160 TOTAL N.G. 495 AIRBAL REMARKS AIRBAL PROJECT ELMC - GI LAB RELOC LOCATION 1ST FLOOR, PRE READ FAN SYSTEM AHU -7 CONTRACTOR US ENGINEERING PAGE NO 5971 -10 DATE 08 -24 -07 BALANCER C.C. SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL l OPINING PLAN ACT' AREA VEL CEM VEL % VEL % VEL % VEL CEM % R&VkRKS l Z- 114 24/24 1.10 N.G. 120 120 132 115 24/24 1.10 N.G. 125 125 138 116 24/24 1.10 N.G. 220 220 242 117 24/24 1.10 N.G.1 35 35 39 1 118 24/24 1.10 N.G. 110 110 121 f 119 24/24 1.10 N.G. 90 90 99 120 24/24 1.10 N.G. 105 105 116 121 24/24 1.10 N.G. 210 210 231 122 24/24 1.10 N.G. 75 1 75 83 TOTAL N.G.1 1199 I 1 Z- 123 24/24 1.10 N.G. 295 295 325 TOTAL N.G. 325 Z- 124 24/24 1.10 N.G. 135 135 149 TOTAL N.G. 149 Z- 125 1.10 N.G. 235 2351 259 TOTAL I N.G. 259 Z- 126 24/24 1.10 N.G. 50 50 55 TOTAL N.G. 55 Z- 127 24/24 1.10 N.G. 130 130 143 128 24/24 1.10 N.G. 200 200 220 TCJ N.G. 363 REMARKS AIRBAL PROJECT ELMC - GI LAB RELOC LOCATION 1ST FLOOR, PRE READ FAN SYSTEM AHU -7 CONTRACTOR US ENGINEERING PAGE NO 5971 -10 DATE 08 -24 -07 BALANCER C.C. PROJECT LOCATION FAN SYSTEM CONTRACTOR ELMC - GI LAB RELOCATION 1ST FLOOR, PRE READ AHU -7 US AlR AL PAGE NO 5971 -11 DATE 08 -25 -07 BALANCER C.C. SIZE REQUIRED I TEST 1 TEST 2 TESL' 3 FINAL OPENING PLAN AREA VEL CEM VEL % VII, % VEL % VEL CEM % IU24AM Z- 129 NOT 130 NOT 131 24/24 1.10 N.G. 100 100 110 ICTAL N.G. 110 Z- 132 24/24 ND ACCESS 133 24/24 1.10 N.G. 230 230 253 134 24/24 NO ACCESS TOTAL 253 Z- 135 24/24 1 . 10 111 N.G. 110 1 110 121 136 137 24/24 24/24 1.10 1.10 N.G. N.G. 100 165 100 165 110 182 138 24/24 1.10 N.G. 100 100 110 139 140 24/24 1.10 1.10 N.G.1 N.G. 185 110 185 110 204 121 141 24/24 1.10 N.G. 105 105 116 142 24/24 1.10 N.G. 110 110 121 143 144 TOTAL 24/24 24/24 1.10 1.10 N.G. N.G. N.G. 110 190 110 190 121 209 1414 Z- 145 24/24 1.10 N.G. 190 190 209 146 TOTAL 24/24 1.10 N.G. N.G. 120 120 132 341 Z- 147 24/24 1.10 N.G. 65 65 72 TOTAL N.G. 72 AlR AL PAGE NO 5971 -11 DATE 08 -25 -07 BALANCER C.C. PROJECT ELMC - GI LAB RELOCATION LOCATION 1ST FLOOR, PRE READ FAN SYSTEM AHU -7 CONTRACTOR US ENGINEERING 1s a�'17U .r, � PAGE NO 5971 -12 DATE 08 -25 -07 BALAN C.C. AIRS SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL OPENING PLAN AREA VEL CEM VEL % VEL % VEL % VEL CFM % REMARKS Z- 148 24/24 1.10 N.G. 400 400 440 ZnTAL N.G. 440 JI Z- 149 24/24 1.10 N.G. 280 280 308 TOTAL N.G. 308 TOTAL AHU -7 N.G. 23298 1s a�'17U .r, � PAGE NO 5971 -12 DATE 08 -25 -07 BALAN C.C. AIRS complete PAGE 5971 -13 1s svhmalutl DATE 08 -25 -07 Babnaaobgag Eno. i EQUIPMENT DATA A) PRaTECT ELMC - GI LAB RFTnC`ATTON PRE READ UNIT NO. RF -7 PLAN IOC. MAKE POWOR NADEL NO. 3650 SER. NO. NONE RATIM NONE GIVEN INITIAL RPM 1173 FINAL RPM 722 B) MXOR TYPE MEAS.VOLTS (: � TNT= AMPS MEA.S.VOLTS (: SCE PH. 480 475 477 SF. 22.65 21.97 21.07 FR. 293 289 293 20 RATED EFF /PF 93 / 87 3 RATED SPEED 1770 1.15 RATED VOLTS 230 / 460 G256T RATED AMPS 46 / 23 (REQ'D) AMP.RATING S F AMPS _P GIVE 9.73 C) S[T= SQUARE D SIZE 2 c'1 E) FITTFRS IN IN. OUT IN. DROP IN. HEAT COIL IN IN. OUT IN. DROP IN. COOL COIL IN IN. OUT IN. DROP IN. 0 FAN IN -1.25 IN. OUT 0.01 IN. RISE 1.26 IN. G) PR IN PSI OUT PSI RISE PSI FT DEAD HEAD IN PSI OUT PSI RISE PSI FT H) REMARKS AREA= SQ. FP.X FPM= CEM FINAL: SQ. FP.X FPM= CEM THERMALS (3)B45 (EXIST) AMP RATING 25.9 TO 28.3 L TfE3&ATS (REQ'D) AMP.RATING OTTER 1 D) DRIVEN 11 1/2 OD SHEAVE X BORE Q1 X 2 3/16" DRIVER 2V68B80P SHEAVE X BORE 1 5/8" BELTS 5V1000 SIZE X NOJET 2 MX. ADJ. IN /OUP CL. DIST. DRIVE CHANGE 35V46 BELT CHANGE BX93 c'1 E) FITTFRS IN IN. OUT IN. DROP IN. HEAT COIL IN IN. OUT IN. DROP IN. COOL COIL IN IN. OUT IN. DROP IN. 0 FAN IN -1.25 IN. OUT 0.01 IN. RISE 1.26 IN. G) PR IN PSI OUT PSI RISE PSI FT DEAD HEAD IN PSI OUT PSI RISE PSI FT H) REMARKS AREA= SQ. FP.X FPM= CEM FINAL: SQ. FP.X FPM= CEM PROJECT ELMC - GI LAB RELOCATION LOCATION 1ST FLOOR, PRE READ FAN SYSTEM RF -7 US ENGINEERING PAGE NO 5971 -14 DATE 08 -23 -07 BALAN C.C. MkaO IZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL 1 OPENIN AREA VEL CEM VII Ft VEL °s VEL % VII, CFM % luoug S J RF -4 NO ACCESS 4 1.10 N.G. 255 255 281 4 fi/241. 1.10 N.G. 230 230 253 1.10 N.G. 100 100 110 1.10 N.G. 110 110 121 1.10 N.G. 330 330 363 1.10 N.G. 90 90 99 1.10 N.G. 80 80 88 8 6/48 1.10 N.G. 115 115 127 9 10/48 1.10 N.G.1 300 300 330 10110/48 1.10 N.G. 310 310 341 11 6/48 1.10 N.G. 165 165 182 12 6/48 1.10 N.G. 155 155 171 13 10/48 1.10 N.G. 450 450 495 14 10/48 1.10 N.G. 350 350 385 15 6/48 1.10 N.G. 420 420 462 16 18/18 NO ACCESS 17 24/24 1.10 N.G. 195 195 215 18 24/24 1.10 N.G. 250 250 275 19 24/24 1.10 N.G. 125 125 138 20 24/24 1.10 N.G. 75 751 83 21 24/24 1.101 G. 80 80 88 22 24/241 1.10 N.G. 80 80 88 23 24/24 1.10 N.G. 375 375 413 24 24/24 1.10 N.G. 130 130 143 25124/24 1.10 N.G. 170 170 187 26 24/24 1.10 N.G. 110 1101 121 T= N.G. 5555 MkaO PROJECT ELMC - GI LAB RELOCATION LOCATION 1ST FLOOR, PRE READ FAN SYSTEM RF -7 CONTRACTOR US ENGINEERING PAGE NO 5971 -15 DATE 08 -24 -07 BALANCER C.C. AI Al SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL OPENING FIAN ACTrIAMA VEL CEM VEL % VEL % VEL % VEL CFM $ R[20RKS RF -7 -27 24/24 1.10 N.G. 220 220 242 28 24/24 1.10 N.G. 190 190 209 29124/24 1.10 N.G. 170 170 187 30 24/24 1.10 N.G. 345 345 380 3124/24 1.10 N.G. 300 300 330 i 32 24/24 1.10 N.G. 130 130 143 3324/24 1.10 N.G. 335 335 369 34 1.10 N.G. 150 150 165 35 24/24 1.10 N.G. 60 60 66 36 24/24 1.10 N.G. 110 110 121 3724/24 1.10 N.G. 135 135 149 38 24/24 1.10 N.G. 110 110 121 3924/24 1.10 N.G. 70 70 77 4ul 24/24 1.10 N.G. 115 1 115 127 41 8/8 1.10 N.G. 30 30 33 C9 42 24/24 1.10 N.G. 155 155 171 43 8/8 1.10 N.G. 30 30 33 44 1.10 N.G. 70 70 77 45124/24 1.10 N.G. 235 235 259 46124/24 1.10 N.G. 305 305 336 47124/24 1.10 N.G. 325 325 358 48124/24 1.10 N.G. 420 4201 462 49 24/24 N.G. 70 70 77 50 51 24/24 24/24 t N.G. N.G. 460 405 460 405 506 446 52 24/24 N.G. 720 720 792 53 24/24 N.G. 345 345 380 SAL N.G. 6611 AI Al PROJECT ELMC - GI LAB RELOCATION LOCATION 1ST FLOOR, PRE READ FAN SYSTEM RF -7 CONTRACTOR US ENGINEERING NRBN PAGE NO 5971 -16 DATE 08 -24 -07 BALAN C.C. SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL OPENING PLAN ' AREA VEL CEM VEL % VEL % VEL % VEL CEM % REMARKS 1;9-7 -54 24/24 1.10 N.G. 205 205 226 55 24/24 1.10 N.G. 450 450 495 1.10 N.G. 325 325 358 1.10 N.G. 325 325 358 t24/2 1.10 N.G. 130 130 143 1.10 N.G. 35 35 39 1.10 N.G. 0 0 1.10 N.G. 60 60 66 62 24/24 1.10 N.G. 60 60 66 63 24/24 1.10 N.G. 70 70 77 64 24/24 1.10 N.G. 115 115 127 65 24/24 1.10 N.G. 190 190 209 [� TOML N.G. 2162 TOM RF -7 N.G. 14328 NRBN PAGE NO 5971 -16 DATE 08 -24 -07 BALAN C.C. PROJECT ELMC - GI LAB RELOCATION LOCATION 1ST FLOOR, PRE READ FAN SYSTEM EXHAUST CONTRACTOR US ENGINEERING PAGE NO 5971 -17 DATE 08 -27 -07 BALANCER C.C. + ±_1 REMARKS AIRBA SIZE REQUIRED TEST 1 TEST 2 TESL' 3 FINAL 1 OPENING PLAN AREA VEL CEM VEL % VEL % VEL % VEL CER % FM -%RKS E -1 24/24 1.10 N- G- 90 90 99 E -2 24/24 1.10 N.G. 75 75 83 E -3 24/24 1.10 N.G. 415 415 457 E -4 24/24 1.10 N.G.1 470 470 517 i E -5 24/24 1.10 N.G. 430 430 473 E -6 24/241 1.10 N.G. 470 470 517 E -7 24/24 1.10 N.G. 425 4251 468 1 T7TAL N.G. 2613 1 j + ±_1 REMARKS AIRBA PROJECT ELMC - GI LAB RELOCATION LOCATION 1ST FLOOR, PRE READ FAN SYSTEM EXHAUST CONTRACTOR US ENGINEERING H REMARKS AIRBA PAGE NO 5971 -18 DATE 08 -27 -07 BALANCER C.C. SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL 1 OPENING PLAN ACT' AREA VEL CFM VEL % VEL % VEL % VEL CEM % RM -%RKS E -8 6/6 1.10 N.G. 0 0 E -9 6/6 1.10 N.G. 0 0 E-10 6/6 1.10 N.G. 0 0 E -11 6/6 1.10 N.G. 0 0 1 E -12 6/6 1.10 N.G. 0 0 E -13 6/6 1.10 N.G. 0 0 E -14 6/6 11.10 N.G. 0 0 E -15 6/6 1.10 N.G. 0 0 E -16 6/6 1.10 N.G. 0 0 E -17 6/6 1.101 N.G. 0 0 E -18 6/6 1.10 N.G. 0 0 E -19 6/6 1.101 N.G. 140 140 154 E -20 6/6 11.10 N.G. 90 90 99 E -21 6/6 1.10 N.G. 195 195 215 E -22 6/6 1.10 N.G. 125 125 138 I E-23124/24 1.10 N.G. 210 210 231 E -24 6/6 1.10 N.G. 115 115 127 E-25 24/24 1.1011 N.G. 345 3451 380 E -26 6/6 1.101 N.G. 60 60 66 E -27 6/6 1.101 N.G. 210 210 231 E-28 6/6 1.101 N.G. 110 110 121 E-29 6/6 11.101 N.G. 250 250 275 E -30 6/6 11.10 N.G. 380 380 418 E -31 6/6 11.10 N.G. 115 115 127 TOML N.G. 2580 H REMARKS AIRBA PAGE NO 5971 -18 DATE 08 -27 -07 BALANCER C.C. I I II 1� 1 11■1 (I — I t rills 1 - �/ \Y■■�\ I./ - ' / ` '1151 . ' L n...,, —�, I ' ..,:.,.: I � � ��I Illy �� - 9 .■n ��. In'_�.. - � ®I � �� r \w��z•.1 � �.�,,,.: ^ _ III! ,. _e MIN 1-04 , ice■ 1� ■ � �` ,� - �►11��► il(YI� r I ' -..,. ` -.y !II Rim . ''.'.E .. 1 • I IAA III essrwioei ���'! ���! r �3S�1� ►��l�.._ ►/ i���r� I A1a�Q @ jz�cad'.�,�:�� ": � ■ 11 ■� .� � � ° 1�1 - ' � -:: � � // "per 31 � ^-'-�� _ �� fT = ' ' _. amn ' � � '� �� ���u M �Lrry °s+s�! ! �F�� �, 6 I � � �I ''���1'� . 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Ili U �5� �j� ® o G �00c C� CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 070937 Issued: 01/04/08 Stipulations: 5th floor tower renovations This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: Parcel Number: Owner: ELMC 8300 W 38TH AVE 39- 262 -00 -010 Contractor: M.A. Mortenson, Jr M. A. Mortenson Company 1621 18t St. Ste 400 Denver, CO 80202 For the Following Purpose: Comm. Tenant Finish COX Editions NO change shall be made in the USE of _ 2003 ICC /2005 NEC this building without prior notice _ 2003 ICC /2002 NEC and a new Certificate of Completion 1997 UBC /2002 NEC from the City of Wheat Rid e. Spr nklei S stem Chi4f[Bijildinq Inspector zonin m' i trator CATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES rM City of Wheat Ridge 0-0 L OOR 0 , Comm. Tenant Finish PERMIT - 070937 PERMIT NO: 070937 ISSUED: 09/04/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 03/02/2008 DESCRIPTION: Sth floor tower renovation. CONTACTS owner 303/425-4500 ELMC gc 303/295-2Sll M.A. Mortenson, Jr 01-8817 M, A. Mortenson Company sub 303/227-4818 Gary A Thiaville 01-8567 Sturgeon Electric Co. sub 970/669-1666 Robert R. Brunson 01-9423 U.S. Engineering Co. -1666 -1413 sub 970/669 Dwight Brinkman 02 U.S. Engineering Company PARCEL INFO ZONE CODE: phd USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 3438,828.00 FEES Permit Fee 18,879.20 Plan Review Fee 12,271.48 Total Valuation .00 Use Tax 61,898.90 TOTAL 93,049.58 Comments: JS: Approved as noted. See attached notes. Subject to Fire Department plan review. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the city. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. M 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. G. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of lation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan I I ubject to field inspections. Signature o date rieVBuilding Official R INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. tiIEDICAL.AIR TESTING AND SERVICE, INC. 1370 HARLA N STREET, LAKEWOOD, CO 30214 PHONE 303 -279 -2491 FAX 303 - 279 -7132 NFPA 99 JOB SITE VISIT FACILITY: 70B DESCRIPTION i � - DATE: " CONTRACTOR: e - V of IlYledical Air Testing and Service Inc. has tested the following_ equipment for proper operation per NFPA 99 . c '` edition. ,34 Oxygen Outlets _ WAGD Inlets Manifolds Vacuum Inlets Carbon Dioxide Outlets Vacuum Pump Systems Medical Air Outlets G ' Zone Valves _ Air Compressor Systems _Nitrogen Outlets Area Alarm Panels Bulk Fields Nitrous Oxide Outlets Master Alarm Panels Other: Note: NFPA 99 (2002) 5.1.1.3 & NFPA 99 (2005) 5.1.1.4 state: "An existing system that is not in strict compliance with the provisions of the standard shall be permitted to be continued in use as long as the authority having jurisdiction has determined that such use does not constitute a distinct hazard to life." Please.contactus for retesting if-a-equired: -The nterruption- ofarycritical medical gas s.`,alrbe the sole respons .bil.ty- ofue- Hospftal. - - -- It is the hospital's responsibility to inform all hospital personnel of status of systems. SYS'T'EM WAS VERIFIED FOR COMPLIANCE TO NFPA 99 5.1.12.3; LEVEL I , LEVEL 2 _ LEVEL 3 OTHER _ 3.3.90 Level IMedical Piped Gas and Vacuum Systems. Systems serving occupancies where interruption of the piped medical gas and vacuum system would place patients in imminent clanger of morbidity or mortality. (PIP) .. _ . _.... _ . 3.3.92 Level 2 Medical Piped Gas and Vacuum Systems. Systems serving occupancies where interruption of the piped medical gas and vacuum system would place patients at manageable risk of morbidity or mortality. (PIP). 3.3.94 Level 3 Medical Piped Gas and Vacuum Systems. Systems serving occupancies where interruption of the piped medical gas would terminate procedures but would not place patients at risk of morbidity or mortality. (PIP) Meets the minimum NFPA 99 Health. Care Facilities Standard to which the facility was tested. Does not.meet the minimum NFPA 99 Health Cate Facilities Standard to which the facility was tested, unless accepted by Authority Having Jurisdiction. System Install Pd in complete accoSdance to NFPA 99 5.1:121.1 5.1.12.2.7.7 byi / Installer Not Available r" I w Facility Authorized Representative Not Available Medical Air Testing and Service, Inc. �v^ m oW (� w U � � C cc a � c c L � U f/1 W o m oW c c L � U f/1 W > C ? Lm C v c z U E R s' h n Z U Z a z z a w W a a Q � J � Q 2 Q 'o O � 4 C 2 LU � o , os Lll 2 0 0 R N CO Z O U Aa � 0 t c -J U y1 Z H LL Oz o 3 t c C LL 0 C �y z b Fn - ua A � LL n. 3 3 c e c c L v � 'o m c g f/1 W > C ? Lm C v c z U E R s' c e Hill c e LL W a ' LU V Z D W C � C W a z V a IL V r 1 L�J ae W = w V/ AA Lx N Z LL Q co Q a ®1 V V 0� LU CL n a W 2 O a 2 os 0 0 t c C LL 0 C �y A � N ti s LL a' !LL LL W a ' LU V Z D W C � C W a z V a IL V r 1 L�J ae W = w V/ AA Lx N Z LL Q co Q a ®1 V V 0� LU CL v I 9 w C n Q 1� S ( s t ■ 9 CU fI LL u .J tt r u ' a e � \ a a C h � � VI ` d � h o . Y a � w " w R a { 4v J v �£ F 5 \J V C C tai W_ g �y I v Y _i \ � 1 � as a o IM ry EXEMPLA LUTHERAN MEDICAL CENTER 5TH FLOOR TOWER REMODEL 8300 W. 38TH AVE. l WHEAT RIDGE, CO 80033 AUGUST 2007 Pre,- ReAd 1 1 P Co TESTING mplete p p ADJUSTING Mechanical TABB CERTIFIED Balancing, Inc. PO BOX 27706 DENVER, CO 80227 FAX 303- 972 -7453 TESTING GNOo mwimum ADJUSTING ��61�j��jQGNpb SYSTEM BALANCING E31b1ffiC�BffiC o BffiC� o !� GENER INFORMATION PROJECT EXF.MPIA LUTHERAN MEDICAL CENTER — 5TH FL 'POWER REMODEL LOCATION 8300 W. 38TH AVE., WHEAT RID CO 80033 l ARCHITECT H+L ARCHITECTURE l( MECHANICAL ENGINEER CATOR, RUMA & ASSOCIATES 0 -60 PSI 0 -100 PSI S HEE MHTFAL CONTRACTO U. S. ENGINEERING BARCO 0 -50" RAIANC CR EW C.[Amr,ETT ALNOR INSTRUMENTS USED THERMOMETERS FLOW HOOD BALOMETER FLOW HOOD SHORTRIDGE ALNOR ANEMOMETER DAVIS SPEED INDICATOR BIDDLE AMMETER AMPROBE VOL TMETER AMPROBE INCLINED DRAFT GAGE DWYER 0- 0.25" 0- 0.50" 400" PROJECT ALTITUDE 5200' FLOW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED PAGE NO. 5951 P.O. BOX 27706 DENVER, CO. 80227 FAX 303- 972 -7453 PHONE 303 - 948 -5429 DATE AUGUST 2007 TYPE ICA 6000 TYPE .9915 TYPE DIGITAL TYPE DIGITAL s Cad Catlett OB009002C Not slid Unleae S ned X VELOCITY MAS NEHELL GAGE 0 -0.50" 0 -1.0" 0 -2.0" 0 -4.0" 0 -8.0" PRESSURE GAG — 30 - - +30 PSI 0 -60 PSI 0 -100 PSI PRESSURE GAGE DIFFERENT AL PYROMETER BARCO 0 -50" 0 -100" 0 -100' MIDWEST 820 ALNOR THERMOMETERS ATKINS TYPE 396 FLUKE TYPE 52 MICR CMANn>v= ALNOR TYPE 5 30 PROJECT ALTITUDE 5200' FLOW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED PAGE NO. 5951 P.O. BOX 27706 DENVER, CO. 80227 FAX 303- 972 -7453 PHONE 303 - 948 -5429 DATE AUGUST 2007 TYPE ICA 6000 TYPE .9915 TYPE DIGITAL TYPE DIGITAL s Cad Catlett OB009002C Not slid Unleae S ned X VELOCITY DENVER CSI tJE Z COLORADO �" C�EfG BfGa PAGE 5951 -1 1 AIR SYSTEM RECAP SHEET JOB: F.XENPTA LUTHERAN MED CTR — 5TH EL TOWER REMODEL — PRE —READS ZONE OR REQ'D ACT'L % OF FUNCTION UNIT NO. MAIN CEM CEM REQ'D MIN REMARKS PAGE SUPPLY EO 501 1 -4 N.G. 424 2 SUPPLY EO 0502 1 -2 N.G. 138 2 SUPPLY EO 0503 1 -4 N.G. 374 2 SUPPLY EO 504 1 -4 N.G. 308 2 F� SUPPLY EO 505 1 -4 N.G. VAV WON'T OPEN 2 SUPPLY SUPPLY E0510 E0509 1 N.G. 154 3 1 -4 N.G. 534 3 SUPPLY E0508 1 -2 N.G. 737 3 1 SUPPLY E0507 1 -3 N.G. 336 3 SUPPLY E0506 1 -2 N.G. 699 3 _ TOTAL N.G. 3704 RETURN R -1 THRU R -9 N.G. 2090 4 TOTAL N.G. 2090 EXHAUST 1 -23 N.G. 2316 5 EXHAUST EXHAUST 24 -49 50 N.G. 2239 6 -53 N.G. 473 7 TOTAL 5028 PROJECT ELMC - 5TH FL TOWER PRE -READS LOCATION EXEMPLA LUTHERAN MED CTR FAN SYSTEM ARU -20 VAVS CONTRACTOR U.S. ENGINEERING PAGE NO 5951 -2 DATE 05 -16 -07 BALANCER C.C. Li REMARKS EO 505 ON COMPUTER READS 800 CFM AVG. VAV WON'T OPEN. El SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL OPENING PIAN ACT' AREA VEL CEM VEL % VEL % VEL % VEL CEM $ REMARKS 1 1 EO 501- 1 24/24 1.10 N.G. 50 50 55 2 24/24 1.10 N.G. 140 140 154 3 24/24 1.10 N.G. 120 120 132 MIN 100 4 24/241 1.10 N.G. 75 75 83 HEAT 140 1 TOTAL N.G. 424 KE 520 EO 0502- 1 24/24 1.10 N.G. 65 65 72 MIN 40 2 24/24 1.1011 N.G. 60 60 66 HEAT 75 TOTAL N.G. 138 17 395 EO 0503- 1 24/24 1.10 N.G. 105 105 116 2 NOT 3124/24 1.10 N.G. 130 130 143 MIN 75 4124/24 1.10 N.G. 105 105 116 HEAT 130 TOTAL N.G. 374 KF 535 EO 504- 1 24/24 1.10 N.G. 40 40 44 2 24/24 1.10 N.G. 100 100 110 3 24/24 1.10 N.G. 100 100 110 MIN 85 4 24/24 1.10 N.G. 40 40 44 HEAT 165 T ML N.G. 308 KF 738 EO 505- 1 24/24 1.10 2 24/24 1.10 '3124/24 1.10 4 24/24 1.10 TO TAL Li REMARKS EO 505 ON COMPUTER READS 800 CFM AVG. VAV WON'T OPEN. El PROJECT ELMC - 5TH FL TOWER PRE -READS LOCATION EXEMPLA LUTHERAN MED CTR FAN SYSTEM AHU -22 VAVs CONTRACTOR U.S. ENGINEERING Ll REMARKS AHU -22 - E0510 1 THRU 5 ON 20 i E0508 VAV WILL NOT DRIVE TO SETPOINT. AIRBA PAGE NO 5951 -3 DATE 08 -16 -07 BALAN C.C. SIZE REQUIRED TEST 1 TEST 2 TEST 3 r FINAL l OPENING PLAN AREA VEL CEM VEL % VEL % VEL % VEL CFM. $ REMARKS E0510- 24/24 1.10 N.G. 140 140 154 MIN 40 /HT 75 N.G. 154 KF 345 I TC7TAL E0509- 1 24/24 1.10 N.G. 130 130 143 I 2 24/24 1.10 N.G. 140 140 154 3 24/24 1.10 N.G. 95 95 105 MIN 120 l 4 24/24 1.10 N.G. 120 120 132 HEAT 145 I TOTAL N.G. 534 KF 775 E0508- 1 2/24 1.10 N.G. 345 345 380 MIN 40 1 I 2 24/24 1.10 N.G. 325 325 358 HEAT 45 TOTAL N.G. 737 KF 210 E0507- 1 24/24 1.10 N.G. 165 165 182 2 24/24 1.10 N.G. 140 140 154 MIN 40 3 24/24 1.10 N.G. 0 0 0 HEAT 85 TOTAL N.G. 336 KF 455 E0506- 1 24/24 1.10 N.G. 310 310 341 MIN 85 2 24/24 1.10 N.G.1 325 325 358 HEAT 100 TOTAL N.G. 699 KF 210 Ll REMARKS AHU -22 - E0510 1 THRU 5 ON 20 i E0508 VAV WILL NOT DRIVE TO SETPOINT. AIRBA PAGE NO 5951 -3 DATE 08 -16 -07 BALAN C.C. PROJECT ELMC - 5TH FL TOWER PRE -READS LOCATION EXEMPLA LUTHERAN MED CTR FAN SYSTEM RETURNS CONTRACTOR U.S. ENGINEER L REMARKS MRML PAGE NO 5951 -4 DATE 08 -17 -07 BALAN C.C. SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL OPENI NG PL�IV AREA VEL CEM VEL % VII e VEL % VEL CFM % RlDQwMS R -1 24/24 1.10 N.G. 240 240 264 R -2 24/24 1.10 N.G. 190 190 209 R -3 24/24 1.10 N.G. 130 130 143 R-4 24/24 1.10 N.G. 0 0 0 R - -5 24/24 1.10 N.G. 500 500 550 R -6 16/16 1.10 N.G. 150 150 165 l R -7 24/24 1.10 N.G. 130 130 143 R-8124/24 1.10 N.G. 300 300 330 R-9 1.10 N.G. 260 260 286 TOML N.G. 2090 1 i i L REMARKS MRML PAGE NO 5951 -4 DATE 08 -17 -07 BALAN C.C. as' U Y 1 i PROJECT ELMC - 5TH FL TOWER PRE - READS PAGE NO 5951 -5 LOCATION EXEMPLA LUTHERAN MED CTR DATE 08 -17 -07 FAN SYSTEM EXHAUST BALAN C.C. CONTRACTOR U.S. ENGINEERING i SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL OPENING PLAN ' AREA VEL CEM VEL o VEL % VEL % VEL CEM % REMARKS EXHAUST 1 6/6 1 1.10 N.G. 85 85 94 2 6/6 1.10 N.G. 80 80 88 3 6/6 1.10 N.G. 100 100 110 4 6/6 1.10 N.G. 85 85 94 5 6/6 1.10 N.G. 125 125 138 6 6/6 1.10 N.G. 75 75 83 7 6/6 1.10 N.G. 150 150 165 81 6/6 1 1.101 N.G. 30 30 33 1.10 N.G. 170 170 187 6/6 1.10 N.G. 180 180 198 d 6/6 1.10 N.G. 15 15 17 12 6/6 6/6 1.10 N.G. 15 15 17 6/6 1.10 N.G. 105 105 116 14 6/6 1.10 N.G. 130 130 143 15 6/6 1.10 N.G. 0 0 0 16 6/6 1.10 N.G. 0 0 0 17 E6/6 1.10 N.G. 100 100 110 18 1.10 N.G. 90 90 99 19 6/6 1.10 N.G. 55 55 61 20 6/6 1.10 N.G. 100 100 110 21 6/6 1.10 N.G. 75 75 83 22 6/6 1.10 N.G. 80 80 88 23 6/6 1.101 N.G. 260 260 286 TOTAL N.G. 2316 AMBA n PROJECT ELMC - 5TH FL TOWER PRE -READS LOCATION EXEMPLA LUTHERAN MED CTR FAN SYSTEM EXHAUST CONTRACTOR U.S. EN L REMARKS H 1:. AIRSAL PAGE NO 5951 -6 DATE 08 -17 -07 BALANCER C.C. SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL l OPEN IM P=lm ACT' AREA VEL CEM VEL % VII, % VEL % VEL CEM % REMARKS f 24 6/6 1.10 30 30 33 25 6/6 1.10 50 50 55 26 6/6 1.10 90 90 99 27 6/6 1.10 65 65 72 28 6/6 1.10 70 70 77 29 6/6 1.10 0 0 0 30 6/6 1.10 145 145 160 31 6/6 1.10 130 130 143 32 6/6 1.10 100 100 110 33 6/6 1.10 80 80 88 34 6/6 1.10 75 75 83 35 6/6 1.10 70 70 77 36 6/6 1.10 150 150 165 37 6/6 1.10 130 130 143 38 6/6 1.10 0 0 0 39 6/6 1.10 0 0 0 40 6/6 1.10 70 70 77 41 6/6 1.10 100 100 110 42 6/6 1.101 90 90 99 43 6/6 1.101 50 50 55 44 24/24 1 . 10 1 160 160 176 45 12/12 1.101 50 50 55 46 8/16 1.10 130 130 143 47 8/16 1.10 50 50 55 48 24/24 1.10 50 50 55 49 6/6 1.10 100 100 110 2= 2239 L REMARKS H 1:. AIRSAL PAGE NO 5951 -6 DATE 08 -17 -07 BALANCER C.C. PROJECT ELMC - 5TH FL TOWER PRE -READS PAGE NO 5951 -7 LOCATION EXEMPLA LUTHERAN MED CTR DATE 08 -17 -07 FAN SYSTEM EXHAUST BALAN C.C. CONTRACTOR U.S. ENGINEE U REMARKS AIR.A SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL 1 PLAN ACP' AREA VEL CEM VEL $ VII, % VEL % VEL CEM % REMARKS 50 751124/24 10 /10 1.10 N.G. 80 80 88 1.10 N.G. 200 200 220 52 24/24 1.10 N.G. 80 80 88 53 8/16 1.10 N.G. 70 70 77 TOTAL N.G. 473 1 3 1 t U REMARKS AIR.A 1 J J J 3 ) U HVAC GENERAL NOTES: I. BONN BOMBED M THE CONTRACT s OEWIIEO IN BOLD. EMMO CORR T010WN ME DENOTE011[:(RT. S. A ORAtED Mb P. IS RIMMED WHEN A CgSIM.COM .WIMIY M MCI SAFETY OF ME OCCUPANTS. 111FPHONE EMPIEM OR VMLL4i£ CCM MY SMAI W SUPPORTS PRIME SYSlElL5: OR 65FNN11V AFFECT RAW. HWAM61T. MMARMS OR SEMROY. S. CONTRACTOR S RERP NE ALE MR RETO V RFKAMM OF Al MRS CONOII0W PRIM TO CMUM FV]R ON MY WORK 4. pURMNOE WORN W1M Al TRADES 5. ONMALNR S Rf5PoNSRUE PM SEdMMO MO WFAIHWROM NO M I.. NOT CCYPLETED WRNO RANKING IOURR 8 COORDINATE AL DOCTAVIC MO MINE, WEN EtUPNEM. STRU NIC I T. CMRWCIM 51 WL eE TESPo165LE ipf DFILINATOx W ROOF K l EOMPNFM MO ISSCf.'Y1ED IIIXUR EOIpNkM. ONLT ONE UM ANN iA'lFN Wf OE EERACE AT AW 1ME W1M R]14NOfR CP UNTO L WEIMMA- OBOAM ME MIN GENZI CONTRACTOR M0 EIECIRIOV WMPACT00. a. GMIRMAOR SHVl NM S1M DOWN / TACE n M SRMIS MY m NRXWf FlRi CCORM. GTM WMR AM PPIDA&!C W 9. ALL SUPPLY NR DIFWSERB NE 4-WAY AR AMENI UIIE4 90M1 OMERREE. 10. 0. BOB OF MARCH WR TO AN DEVICE RAN. BE THE SVE SRE ME OF NH D' UxI.E55 MED N OIMERWTSE II. BRMCN CWT SNE TO MET OF MG TERNINAL BOXES SIWL BE THE . As TM INIET SCMNLLO UM6S NOTED OIIIERVIIRL 11. ALL NEONN PR4VIRE AND M PXBM E SUP LY NR MKMRA SO EX,XXM,y MUPR➢ TO THICKNESS M STATED IN RE EYIWAT DUCRYDPK S NEIMER UIED MR MUBAROX MAZZ AMEX) OMENOW KEY NOTES: Q BROOME (E) AN DEHCE M SH M 0 fXMMiATE (E) MR OC`ME W/ (9) ARLYIlECM1K CFAMD. 3Q BALANCE (fl AA .E W BFY 4pW. O PFIOGTE (t) TERWNM. BON AS XECEMMY TO PHOAOE ACCESS TMMIXA MR. COM MATE M TERAUR BOX LBGd T W/ (N) MCHREMM WALLS MD Q"il L No TAMH.. OS R"a (E) TERRIXM WX ro ON, SIIOMI IN PINNM & p NF/SNE AM PEEMO NLOW AT AM CEt1tE PREN M CpIST a XMAXCE AN DEVICE TO C RESNOEB BEFORE COMMUBTgX A CONSTINCION Is CGPIFIS QI NEA$ME AND IECL4A M AT U. BRAN. TAE -OPT RICAN T MEAR OMEN MM MGB ... NOMOC FD AS A PMT OF 1NO .". A. M f3W REO]f91E0 NSME KY0.E11M ON a ME, O MSTRJO . z WIPIFIE 8 M UCIION UNITS TO ABRAM AT MI5 IOG11b110 %IOVLQ Mt 0 M M AREA M ALLW WATE (* MOflEEMPA. -ATM,. O9 PPOWBE CONMR AM TO (E) KNARIAMN FWE/91CME DAYPE34'.. LOGTICNs ON TIRE BOON ADS 5-10, AND 5-1& =�t - -- --- nl ■. r� 4F pl p f ' f I J �f ■ e � r�EiF1I NRl(�Y�sa.11 \ �' \\ • 04Ti� etIDSA N ! �SN— /� 1£}g9 ..m. �� !i� usD,.... a. JUME � ,I V ® DU a n _ 4 I n 1 J J J 3 ) U HVAC GENERAL NOTES: I. BONN BOMBED M THE CONTRACT s OEWIIEO IN BOLD. EMMO CORR T010WN ME DENOTE011[:(RT. S. A ORAtED Mb P. IS RIMMED WHEN A CgSIM.COM .WIMIY M MCI SAFETY OF ME OCCUPANTS. 111FPHONE EMPIEM OR VMLL4i£ CCM MY SMAI W SUPPORTS PRIME SYSlElL5: OR 65FNN11V AFFECT RAW. HWAM61T. MMARMS OR SEMROY. S. CONTRACTOR S RERP NE ALE MR RETO V RFKAMM OF Al MRS CONOII0W PRIM TO CMUM FV]R ON MY WORK 4. pURMNOE WORN W1M Al TRADES 5. ONMALNR S Rf5PoNSRUE PM SEdMMO MO WFAIHWROM NO M I.. NOT CCYPLETED WRNO RANKING IOURR 8 COORDINATE AL DOCTAVIC MO MINE, WEN EtUPNEM. STRU NIC I T. CMRWCIM 51 WL eE TESPo165LE ipf DFILINATOx W ROOF K l EOMPNFM MO ISSCf.'Y1ED IIIXUR EOIpNkM. ONLT ONE UM ANN iA'lFN Wf OE EERACE AT AW 1ME W1M R]14NOfR CP UNTO L WEIMMA- OBOAM ME MIN GENZI CONTRACTOR M0 EIECIRIOV WMPACT00. a. GMIRMAOR SHVl NM S1M DOWN / TACE n M SRMIS MY m NRXWf FlRi CCORM. GTM WMR AM PPIDA&!C W 9. ALL SUPPLY NR DIFWSERB NE 4-WAY AR AMENI UIIE4 90M1 OMERREE. 10. 0. BOB OF MARCH WR TO AN DEVICE RAN. BE THE SVE SRE ME OF NH D' UxI.E55 MED N OIMERWTSE II. BRMCN CWT SNE TO MET OF MG TERNINAL BOXES SIWL BE THE . As TM INIET SCMNLLO UM6S NOTED OIIIERVIIRL 11. ALL NEONN PR4VIRE AND M PXBM E SUP LY NR MKMRA SO EX,XXM,y MUPR➢ TO THICKNESS M STATED IN RE EYIWAT DUCRYDPK S NEIMER UIED MR MUBAROX MAZZ AMEX) OMENOW KEY NOTES: Q BROOME (E) AN DEHCE M SH M 0 fXMMiATE (E) MR OC`ME W/ (9) ARLYIlECM1K CFAMD. 3Q BALANCE (fl AA .E W BFY 4pW. O PFIOGTE (t) TERWNM. BON AS XECEMMY TO PHOAOE ACCESS TMMIXA MR. COM MATE M TERAUR BOX LBGd T W/ (N) MCHREMM WALLS MD Q"il L No TAMH.. OS R"a (E) TERRIXM WX ro ON, SIIOMI IN PINNM & p NF/SNE AM PEEMO NLOW AT AM CEt1tE PREN M CpIST a XMAXCE AN DEVICE TO C RESNOEB BEFORE COMMUBTgX A CONSTINCION Is CGPIFIS QI NEA$ME AND IECL4A M AT U. BRAN. TAE -OPT RICAN T MEAR OMEN MM MGB ... NOMOC FD AS A PMT OF 1NO .". A. M f3W REO]f91E0 NSME KY0.E11M ON a ME, O MSTRJO . z WIPIFIE 8 M UCIION UNITS TO ABRAM AT MI5 IOG11b110 %IOVLQ Mt 0 M M AREA M ALLW WATE (* MOflEEMPA. -ATM,. O9 PPOWBE CONMR AM TO (E) KNARIAMN FWE/91CME DAYPE34'.. LOGTICNs ON TIRE BOON ADS 5-10, AND 5-1& CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 071335 Issued: 12/11/07 Stipulations: Site Trailers This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: Parcel Number: Owner: ELMC 8300 W 38TH AVE 39- 262 -00 -010 Contractor: M.A. Mortenson, Jr M. A. Mortenson Company 1621 18t St. Ste 400 Denver, CO 80202 For the Following Purpose: Comm. Add Structure c4Z Editions NO change shall be made in the USE of _YY 2003 ICC /2005 NEC this building without prior notice 2003 ICC /2002 NEC and a new Certificate of Completion 1997 UBC /2002 NEC from the City of Wheat Ridg: Sprinkler System ector FICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES City of Wheat Ridge CO tORP , Commercial Miscellan PERMIT - 070702 PERMIT NO: 070702 ISSUED: .07/11/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: '01 /07/2008 'DESCRIPTION: north pavilion interior utility re -feed ** *.CONTACTS * ** gc 303/295 -2511 M.A. Mortenson, Jr '01 -8817 M. A. Mortenson Company owner 303/425 -4500 .Exempla .Healthcare - sub 303/227 -4818 ..Gary A Thiaville 01 -8567 Sturgeon Electric Co. sub . .970/669 -1666 Dwight Brinkman 02 -1413 U.S. Engineering Company. sub 970/669 -1666 Robert R. Brunson 01 -9423 U.S. Engineering Co. ** . PARCEL INFO *.* ZONE CODE: : UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ * *FEE „SUMMARY ** ESTIMATED PROJECT VALUATION: 3660,452.00 FEES Permit Fee .19,933.70 Plan Review Fee 12,956.91. „C1i_ _ -Total Valuation .00 77(.,�`s Use Tax .65,.888.14 �.�'�. ** TOTAL ** 98, 778..7.5 €�".,. Comments:. Sunrise Engineering (TT):. plans approved w/ comments. Must comply w /.2003 IBC & 2005 NEC. Subject to field :inspection.. - - DS: See Fire Department .comments. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules . or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat e ces,for work under this permit. Plans subject to field inspection. Bignatu - o contra r /owner date 1.. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of .Wheat. Ridge,. Colorado or any other applicable 'ordinances of the City. - 2. This permit shall expire. 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. S. If this permit expires, .a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be .made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. if changes have been or if suspension or .abandonment exceeds one (1). year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty - 1(24) hours in advance for all inspections and shall receive, written approval on inspection card before proceeding with successive phases of the job. 6.. :The issuance f a permit or the approval of drawStgs and specifications shall not be .construed to be a permit for, nor an appro f, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All pl iew is =je. field inspections. .Signature of Chief Hui d g is +?e3 date. INSPECTION .REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 7 ° aV ' OF WHEgp ti City of Wheat Ridge'' Building Permit Number: ' m Community s y Dev 7 el l o � pm e en p t ,� D � epar t m j' e p n 7 t � / Dat y � oor OftP00 beO y , . Ct" C. aki�Ei. S�#;. �� -� eH` �� Property Owner: �XFv1fLr4 k>4LTKG•Er�E Property Address: 83CO Allls..41'eg*z CO 8ev3'5 Phone: 3 qZ5'. 4 5` 0 0 Contractor License No,: 01188 j Company: ^. Q . 6A'AA1 Phone:3o3, ZyS• ZS/! OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING., AND AGREEMENT BUlIrIIr7q Depf. VeIUaPlOh Figure: $ 1 hereby certify that the setback distances proposed by this permit application are , accurate, and do not violate applicable ordinances, rules or regulations of the City of c I - Wheat Ridge or covenants, easements or restrictions of record; that all measurements Value:$3 � G6o46 r I shown, and allegations made are accurate; that I have read and agree to abide by all Permit Fee:$ `conditions printed on this application and that I assume full responsibility for , ' compliance with the Wheat Ridge Building Code (I.B.C) and all otherapplicable Wheat Plan Review Fee:$ I21 c 15(z.. T Ridge Ordinances, for work under this perigjL Plans ubjectto field inspection. Use Tax: C;. 04j � (OWNER)(CONTRACTOR): SIGNED DATE /AA?/ 07 Total: r tt (OWNER)(CONTRACTOR):PRINTED o DATE KL D7 i Use of Space (description): p.4V /t /O.✓ Description of work: G✓TCQ[oR (fT�L(Tr;�EfEtO i Sq. Ft. added ;. BUILDING DEPARTMENT USE ONLY SIC: SgYt,: Z ONING COMMENTS: - Zoning: BUILDING COMMENTS: Approval: r 10 PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: r Occupancy: Walls: Roof: Stories Residential Units: Electrical License No: ,..' Plumbin License Nn' i�_ I Company:�LUEA.J & Company: Ell Expiration Date: Expiration NEED: Approval: Approval: _Job valuation "z (1) This permit was issued in accordance with the provi COritT3CtOT Name GC SUB Colorado and to the Zoning- Regulations Buildin the City. _Contractor License GC_ SUB_ (2) This permit shall expire if (A) the work authorized is Contractor License renewal GC SUB_ authorized is suspended or abandoned for a period (3) If this permit expires, a new permit may be acquired _$$$ for Contractor License GC_ SUB_ air have been orwill be made in the original plans and s, contractor insurance Cert. GC_ SUB - (1) year. If changes have been or if suspension or at (4) ` No work of any manner shall be done that will chant – � J Site Plan X u!` (5) Contractor shall no the Building Inspector twenty Fire Dept. Sign Off cc; approval on inspection card before proceeding with _t'' (6} The issuance of a permit or the approval of drawin Engineering details approval of, anyviolation ofthe provisions of the built ' is subject to field Inspections. Notification date: Chief Bulldinq Official WHEAT RIDGE FIRE P PO Box i C M.A. Mortenson July 5, 2007 Nick Deutsch 1621 18` Street Suite 400 Denver, Colorado 80202 Re: 8300 West 38 Ave., Exempla Lutheran. Demolition And Construction. The following; requirements are made under the 2003 International Fire Code and F1.F.P.A. 10 adopted by the Fire Board of the Wheat Ridge Fire Protection Distx-ict and the City Council of the City of Wheat Ridge, Colorado. 1 11 07)`11 All ' "t`) `" ;R ,9 f ` j ( )7? �..� '�j "1 , i ,` r l: f;' }s',�� ,``'C ) {f t& t f 1 1 I 1 ' ' y , t t,.., ' lit 1 � .��{ ?tlfhf ( O'l�}/, ( # } 1 � k P ('e 4 { £", i X �4 Yi '{�!i �(� m ff, A, l � ���l 4t THP" 04 t:P!. l «.t X ? X� N Y L Fire Code # 1404.1 Smoking, shall be prohibited within the hospital area for Group l occupancy. 1 Fire Code # 1404.6 Cutting + Welding, Any and all, "HOT Wt; IW' shall have a fire extinguisher with a minimum rating f 2A -40BC within 10 feet of operations. 1 Fire Code #1405.6 Precautions against fire. Sources of ignition shall be prohibited in flammable and combustible liquid storage areas. 4. Fire Code # 1408.5 HOT WORK OPERATIONS, are the responsibility of the job superintendent supervising the permit system and or approval of all "Hot Work" at the site. 5, Fire Code # 1408.7 Temporary covering of fire protection devices. Covers over fire protection devices to prevent damage or false alarms shall be cleared after every work period. 6. Fire Code # 1409.7 Emergency Telephones, An emergency phone shall be provided at all times in areas of demolition and or construction. 7, lire Cade # 1410.1 required,access. Fire Lanes are to remain clear at all times. 8. Fire Code # 1411.1, Stairway required. Buildings greater than 50 feet shall have one lighted means of egress at all times of demolition. 9. Fire Code # 1413.2, Buildings being demolished- where a building is being demolished and a stand pipe exists, within such a building, such standpipe shall be maintained in an operable condition. 10. All construction plans shall be submitted to the Fire District for approval. I ).Plans shall be submitted to the Fire District for the following; * Change orders for the approved submitted plans.. 12.All construction dumpsters shall be a minimum of 20 feet form any structure. 13.1111 Fire Lanes shall remain clear of construction vehicles at all times of construction. 14.All Fire Alarms shall remain in- service while work is being performed. The Fire District shall be notified of any shut down of these systems, 15.A required fire extinguisher with a minimum rating of 2A 40BC shall be within 10 feet of all "HOT WORK OPERATION". 16.Smoke Zone updates shall be coordinated with Exempla stall' and the electrical contactors. 17.All doors off of the rated corridor shall have self-closing door devices. I&All fire caulking shall be the depth of the opening. 19.An emergency phone shall be supplied by the General contractor for job site emergencies. 20. All inspections shall be scheduler) through the Fire District and the City Building Department. A minimum of 24 Hour notice. 21. Copies of requirements for submittals of sprinklers are attached to this plan review. 22.A11 keys to rooms shall be supplied to the Fire District for the required Knox Box. (Master keys shall match existing.) 23.The Life Safety Code shall be adhered to at all tunes. (For copies contact me at the Fire District,) 24.The Fire District shall be notified during all rough -in inspections and final inspection with a 48 hour notice before. Construction I. All medical gas shut off shall be situated at the beginning of the hall ways. The locations shall be addressed with the general contractor upon construction. 2. All means of egress shall remain clear at all times of construction. 3. As per adopted code through amendments the plans for the Bidirectional — Amplifier shall be submitted to the Fire District for review and approval. (City Council of Wheat Ridge, Colorado and the Fire Board of The Wheat Ridge Fire Protection District has adopted this ainendment.) 4. Doors adjacent to the rated corridor shall have automatic door closures. 5. Complete plans for fire sprinkler and fire alarm shall be submitted to the Fire District for review and approval. 6, Storage shall not be within 24 inches from the ceilin& (Line shall denote 24 inches in storage rooms, 7. All fire dampers shall be tested prior to final testing. 8. All Electrical panels shall be clearly marked with the areas that the individual breakers service. 9. All access to Fire Extinguishers shall remain clear at all times, 10.A11 emergency lighting shall remain at all times of construction, 11 All Fire Doors are to remain clear at all times. 12.All doors servicing frorn the rated corridor shall have automatic door closures. 13. All floor to floor penetrations shall have fire caulk to maintain the fire rating of the floors. 14.All electrical shall comply with the 2002 N.E.C. (Bathroom G.F.I., circuits.) 15.All permits shall be posted at the main entrance to the building. 16-Any changes to the approved plans shall be submitted for approval. 17.Other requirements may be addressed at the time of inspections. (Contingent on the scope of work not included in approved plan&) 18.1fistallation shall be compliant to N.F.P.A. 10-1(a) contractors material and test certification for above ground piping, MAII "HOT WORK7 operations shall have a required fire extinguisher with a minimum rating of 2A-40BC within 10 feet, 20. Specifications for the sprinkler heads shall be forwarded to the Fire District for approval. (No specifications were sent to the Fire District for review and approval.) 21 Plans were not to scale when submitted and may be subject to changes during the required rough-in inspection_ Any questions regarding this plan review please contact the Fire District or myself Reviewed by, Douglas J. Saba Fire Marshal Fire Code Inspector # 5083898 -66 City of Wheat Ridge Plan Correction List 2003 International Building Code Plan Review Date 6122107 Plans Received 6122107 Final Review /Report Date 719107 This report incorporates and supersedes any red line comments on plans. The plans and all construction must comply with the 2003 IBC, IMC, IPC, and IFGC and the 2005 NEC whether noted on the plans or not. Lutheran Medical Center Utility Re -feed Building Address Type of Const. Building Area Stories Fire Sprinklered Occupancy Occupant load Total occupant load Use Description of work and assumptions Tenant Coordinator Architect 8300 w 38th Avenue Wheat Ridge, Colorado 80033 1 -A Not provided (remodel no s.f. change) Not provided Yes 1 -2 NIA Utility Re -feed Unchanged Hospital (1.2), Utility Re -feed of North Pavilion. None provided. Fred Buenning (303) 295.1792 The following items were found to be in violation of codes, unclear, missing from plans or need further explanation. Please make corrections on plans and prepare a plan review response letter indicating where on plans and what type of corrective action was taken. When all corrections have been made, the plans will be approved and the plan correction list will be attached to the approved plans and become part of the approved construction documents 1) Sheets GO.00: The interim life safety plan and the fire protection plan must be approved by the Fire Department I.A.W. NFPA 101. 2) Sheet AO.01: Where the fire wails terminate at fire rated floor /ceiling assemblies then a head of wall detail is required. 3) Sheet AO.01: UL details U465 & U494 do not call for lead -lined drywall as the plans show. Additionally the UL details shown on the plan do not show all of the assembly requirements such as fastener type, size, and spacing. 4) Sheet A4.04: Shafts connecting 4 or more stories must be 2 -hour fire resistive and must be 1 -hour fire resistive when connecting fewer than 4 stories I.A.W. IBC 707.4. 5) Sheet A6.02: There are several keynote # 4 notations on this page but there is no corresponding # 4listed on the RCP keynote key. What does the # 4 symbol on this page indicate? 6) Sheet A8.00: The electrical penetrations show a through - penetration fire stop system but the plan does not list which specific system will be used. Please submit which specific system will be used for approval prior to installation. Through - penetration fire stop systems are required at all penetrations of fire rated assemblies I.A.W. IBC 712. 7) Sheet M4.01A: It appears the exhaust ductwork for the welding hood will be removed and replaced with an air filtration system. Please provide manufacturer installation instructions and cut sheets on the filtration system. 8) Sheet M4.11A — M4.21A: Property cap and seal all ductwork where it has been removed. 9) Sheet M5.01A -5A1A: Support piping I.A.W. IMC Table 305.4. 10) Sheet P2.01: The reduced pressure backflow preventer must be recertified after it is re- installed. 11) Sheet P6.01 C: Provide thermal expansion tanks above the water heaters I.A.W. [PC 504.4. 12) Sheet M1.01: Smoke detectors must be installed in the return air plenum and must shut down the air distribution system upon activation I.A.W. IMC 606. 13) Sheet M4.11: All ductwork must be supported at 10' intervals and at each change of direction I.A.W. IMC Sec. 603.10. 14) Sheet M4.11: All ductwork in unconditioned spaces must be insulated I.A.W. IMC Sec. 604. 15) Sheet M4.11: All seams in ductwork must be sealed with gaskets, mastic or approved tapes (UL 181). IMC 603.9. 16) Sheet ED 3.01: All abandoned wiring not labeled for future use must be removed. 17) Sheet E3.03: The feeder to transformer T-45 appears to be undersized based on the 150 amp overcurrent device. 110 copper minimum must be used with a 150 amp breaker I.A.W. NEC Table 310.16. 18) Sheet E4.01: The new panel in this electrical room cannot encroach into the required working clearance of the panel on the adjacent wall I.A.W. NEC 110.26. 19) Sheet E4.03: The conductors run in conduit on the roof must be sized with the ambient temperature correction factors listed on NEC Table 310.16. Most likely 71 %. Plan Review and Electrical Review Dan Swallow, Master Code Professional, ICC Certified Combination Plans Examiner, Colorado Electrical License #108971 Final Report Review and Local Contact Thomas R. Thompson, CBO and [CC Certified Plans Examiner Sunrise Engineering 4261 Garrison Street Wheat Ridge, Co. 800333023 Cell 303 - 328 -1546 Home 303 -422 -7808 E -mail fthompsonL@sunrise- eng.com M.A. MORTENSON July 9, 2007 Nilk Deubch 162118 Denver, Colorado 80202 Re: 8300 West 38 Ave., $qp floor south win renovati The following requirements are made under the 2003 International Fire Code and N.F.P.A. 10 adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. Plans submitted for review of the construction of the area show partition walls being placed between classrooms. Sprinklers are to accommodate these changes for complete coverage. 1. Plans shall be submitted to the Fire District for the following; o Change orders for the approved submitted plans. 2. All construction dumpsters shall be a minimum of 20 feet form any structure. 3. All Fire Lanes shall remain clear of construction vehicles at all times of construction. 4. All Fire Alarms shall remain in-service while work is being performed. The Fire District shall, be notified of any shut down of these systems, 5, A required fire extinguisher with a minimum rating of 2A-40BC shall be within 10 feet of all "HOT WORK OPERATIOM'. 6. Smoke Zone updates shall be coordinated with Exempla staff and the electrical contactors. T All doors off of the rated corridor shall have self-closing door devices, & All fire caulking shall be the depth of the opening. �R VAf 7 1 F�I� 4 N 0 1):1jfrj'r R_ SIM 1� 1, 'Vt 11 pp Th TA�A J SU1'PV0'V'S --- ---- ---------- - --- TWI Y BF 4"Vf, Plans submitted for review of the construction of the area show partition walls being placed between classrooms. Sprinklers are to accommodate these changes for complete coverage. 1. Plans shall be submitted to the Fire District for the following; o Change orders for the approved submitted plans. 2. All construction dumpsters shall be a minimum of 20 feet form any structure. 3. All Fire Lanes shall remain clear of construction vehicles at all times of construction. 4. All Fire Alarms shall remain in-service while work is being performed. The Fire District shall, be notified of any shut down of these systems, 5, A required fire extinguisher with a minimum rating of 2A-40BC shall be within 10 feet of all "HOT WORK OPERATIOM'. 6. Smoke Zone updates shall be coordinated with Exempla staff and the electrical contactors. T All doors off of the rated corridor shall have self-closing door devices, & All fire caulking shall be the depth of the opening. 9. An emergency phone shall be supplied by the General contractor for job site emergencies 10. All inspections shall be scheduled through the Fire District and the City Building Department. A minimum of 24 Hour notice. 11. Copies of requirements for submittals of sprinklers are attached to this plan review. 12.A11 keys to rooms shall be supplied to the Fire District for the required Knox Box. (Master keys shall match existing.) 13F'ire drills shall be performed with all workers on a quarterly basis and logged. The log book shall be available for inspection at any time. 1;4.The Life Safety Code shall be adhered to at all. tires. (For copies contact me at the Fire District.) 15.The Fire District shall be notified during all rough -in inspections and final inspection with a 48 hour notice before. Construction 1 glans shall be submitted to the Fire District for the complete fire alarm and fire sprinkler system. (No plans have been received to date.) 2. The reflective ceiling plan does not show drop down areas which may need to be addressed with smoke detection and fire sprinkler. 3. Occupancy loads for the shared staff rooms shall be posted with the maximum capacity. The occupancy load may drive a secondary exit out of the room. 4. All areas of classrooms shall have emergency lighting and illuminated exit signs. 5. The Bidirectional Amplifier shall be installed on all levels of construction at or below ground level. 6. A plan review was done for the demolition of the basement, first and second floors. Those requirements are with standing for all demolition. 7. Installation shall. be compliant to N.F.P.A.. 10 -1(a) contractors' material and test certification for above ground piping. 8. All "HOT WORK7 operations shall have a required extinguisher with a minimum rating of 4A -60 BC within 20 feet. 9. Specifications for the sprinkler heads shall be forwarded to the Fire District for approval. (No specifications were sent to the Fire District for review and approval. I O.Plans were not to scale when submitted and may be subject to changes during the required rough -in inspection. Any questions regarding this plan review please contact the fire District or myself. l rn City of Wheat Ridge o t 0RPO °. Comm. Tenant Finish PERMIT 070696 PERMIT NO: 070696. ISSUED: ..07/10/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 01/06/2008 DESCRIPTION: Second floor; south wing * ** .CONTACTS * ** owner 303/425 -4500 Exempla Lutheran Med.. Ctr. gc ; 303/295 -2511 M.A. Mortensen, Jr 01 -8817 M. A. 'Mortensen Company '- sub 303/227 -4818 Gary A Thiaville 01 -8567 Sturgeon Electric Co.' sub 970/669 -1666 Robert R. Brunson 01 -9423 U.S. Engineering Co. sub. 970/669 -1666 Dwight Brinkman 02 -1413 U.S. Engineering Company.. ** PARCEL. INFO * *. ZONE CODE: ` PHD USE: UA `SUBDIVISION: UA - .BLOCK /LOT##: 0/ ** FEE. SUMMARY * *.. ESTIMATED PROJECT. VALUATION: 5806, 945.00: FEES Permit Fee 30,127.20 f i Plan Review Fee 19,582.68 -, W-t`1 g Total Valuation .00 "aa Use Tax 104,525.01 ** TOTAL. ** 154,234.89 Comments TT: 7/10/.07 Okay with notes DS: WRFD. Notes attached Must meet 2005 NEC Must meet :2003 Y Codes Subject to field inspection I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable c;rdinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate;. that I have read and agree to abide by all conditions. printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Rid e 000 d for w rk under this permit. Plans subject to field inspection ...Signature fcontracto caner date 1.. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning. Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior, to expiration date. An extension may be granted at the discretion of the Building Official. 3. '.If this permit expires, .a new permit may be acquired for a fee . of one-half the amount normally required,' provided no °changes have been or will be made . in the original plans and specifications and any suspension or abandonment has not .exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid fora new permit. 4 No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -.four (24) hours in advance for all inspections and shall receive written approval on .inspection card before proceeding with successive phases of the job. 6. The issuance of 'a permit or the approval of drawings and specifications . shall not be construed to be a permit for, nor . an approval of, any violation of the provisions of the building codes or any .. other ordinance law, rule or regulation. All plan review is subject to field inspections. Signature of Chief Building Official date INSPECTION REQUEST LINE: .(303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS .DAY, ' of WHEq p, - 'S o City Of Wheat Ridge '- Building Permit Number: Community Deve Department Date: ep �J cOCORP00 CVM:G'.A%.k(kF S4.tC[l'.f�.STE� 'ILY j �"^.!(.c Property Owner: c7 XrkW4_A 4A1_7—H(W. Property Address: galSn i✓ 5 11 /n/� �f gGV33 Phone:363 lj,Z Contractor License No,: 61$$ 67 Company: �•A_ /�bPT�iVS Phone:�3-a3 -Z5 i OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT BuildingDeot. Valuation .Figure: $ x 'I hereby certify that the setback distances proposed by this permit application are I accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements Value: shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for - Pemlit Fee:$(�,...� 4` J2yz u 'I compliance with the Wheat Ridge Building Code (I.B.C) and all btherapplicable Wheat Plan Review Feel -Ridge Ordinances, for work under this ermit. Plans subject to field inspection. UJ e Tax: (OWNER)(CONTRACTOR). SIGNED DATE I L-5 Tat2l: y (OWNER)(CONTRACTOR):PRINTED &LG: rs 1 �/.� DATE 7 IS ✓7.o /y Use of Space (description): j16ZOfro FL -C24 1�1 y G✓ /N Lj Description of work: f Sq. Ft. added s BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: �y Z ONING COMMENTS: ry � - : Zoning: �� S BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval' 1 IRE DEPARTMENT COMMENTS: � E , Approval: 'C � Occupancy: Walls: Roo Stories Residential Units: a ell Electrical License No: Plu ing License No: Mechanical License No: Company: /om an / Com an $?fJ��7rG �L T `1 p y U5 F_d 01A1£Cej e7 p y Ar /✓✓, ieIn/j expiration , Expiration Date: Date: Expiration Datq. Approval: roval: Approval: (1) This perm it was issued in accordance wit e pr,;,ions set forth" wour application and is subject to the laws of the State of Colorado and to the ZoningRegu4alions -and 'n Code heat Ridge, Colorado or any other apphcaple ordinances F the City . .. of , (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building 'authorized is suspended or abandoned for aperiod of 180 days.. If this (` (3) permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been orwi)i be in _ made the original plans and specifications and any suspension or abandonment has not exceeded one - (1) 3a.' year. if changes have been or if suspension or abandonment exceeds one(1) year, full fees shall be paid for anew permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. v% ` (5) Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all Inspections and shall . receive written '}( approval on inspection card before proceeding with successive phases of the job. (S) : The issuance of a permit or the approval of drawings and specifications shall not be to a approval construed be a permit for, nor an of, any vic lation of the provisions of the building codes . or any other ordinance, law, rule or regulation.. All plan review is subject to field Inspections. FEW Chief Buildinq Official City of Wheat Ridge Commercial Electric PERMIT - 070686 PERMIT NO: . 070686 .ISSUED: :07/09/2007 JOB ADDRESS: 8300 W38TH AVE EXPIRES: 01/05/2008 DESCRIPTION:. Temperature control, low voltage ** *..CONTACTS * *.* .owner - 303/429 -3600 - ELMC go .303/429 -36.00 Joseph J Bogetich 02 -1940 Westover Corporation *. *. PARCEL INFO ** ZONE CODE: phd USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** .ESTIMATED PROJECT. VALUATION: 11,505.00 FEES Permit Fee 272.10 Plan Review Fee 176.87 Total Valuation .00 a Use Tax 207.07 * *. TOTAL ** :656.04 Comments: Must comply ,w /.2005 NEC. All cables must - be - secured,fromstructure. I hereby certify that the setback distances . proposed by this .permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements . shown, and allegations made are .accurate; that I have read and :agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other 'applicable Wheat Ri d dinances, for work under this permit. Plans subject to field inspection Signature of contracp6r /own r - � ate 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge,. Colorado . or any :other applicable 'ordinances of the City. - 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at , the discretion of the Building official 3. -If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required,, provided no changes have been or will be made in the :original plans . and specifications and any suspension or abandonment has not `.exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall . be paid for a new permit. 4... No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5.. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive 'written approval on 'inspection card before proceeding with successive phases of the job. 6. The issuance of a or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval 'of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. `. All plan review is subject to field inspections. - Signature of Chief - Building .Official date INSPECTION REQUEST LINE: .(303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE. MADE BY 3PM.ANY BUSINESS .DAY. FOR INSPECTION THE FOLLOWING BUSINESS DAY. f WHEgT � P o V m c OL ORA COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: BUILDING INSPECTION LINE - 303- 234 -5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303- 235 -2855) PLAN # MINOR APPLICATION Property ()wrier: 0xQ -tM C L t � L i r�2rwn d c r n l C a vl heir Pr Property Address: 0300 3`L?"" A0.0'- Phone: .30S Y.2-9 3'( cOo- Contractor License No.: 09 yQ Ci'6 Company: (. o 3 y_ Phone: i OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Building Dept. Valuation Figure: $ 8 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Value:$ i S -0 5 - Wheat Ridge orcovenants, easements or restrictions of record;thatall measurements �.._ ., !x .shown, and allegations made are accurate; that I have read and agree to abide by all Permit Fee-$,z �- g a conditions printed on this application and that I assume full responsibility for Plan Review Fee:$ ) 76 "— compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat �,� Ridge Ordinances, for work under this permit. Plans subject to field inspection. Cs ", / Use Tax:$ (OWNER)(CONTRACTOR): SIGNED f �� i,!.I1 —:., / _ l'-C. DATE V .7 O TOta):$ G S Use of Space (description): Description of work: � I � r� Can�ve Gov vo /Y�a�j Sq. Ft. added COMMENTS: Approval: Zoning: COMMENTS: Approval: BUILDING DEPARTMENT USE ONLY WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: SIC: Sq.Ft.: SS Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No`. Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of rho rr„ [x (2)�r Th�s,perml#��hall eXplre�i80 days�orlt�the)ssu�afe�Ree��sts forrarf recerve'dt e�i�ahon date �A,ri �XtefIS100 may -be g Yantedat thea�scr fion,of�theBUII�Ihg (3) If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official W HEgr, - -- - — -- — --- - -- O q� U „ City of Wheat Ridge CO OORPO Commercial Demolitio PERMIT 070603 "PERMIT NO: 0.70603. ISSUED: '.06/19/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 12/16/2007 DESCRIPTION: demo per attached plans non- structural. only ** :CONTACTS * ** gc 303/295 -2511 M.A. Mortenson,Jr 01 -.8817 M. A. Mortenson. Company owner 303/425 -4500 Exempla * *.PARCEL -INFO ** ZONE CODE: UA USE: r UA SUBDIVISION: UA BLOCK /LOT #: 0/ FEE SUMMARY ** ESTIMATED PROJECT VALUATION: .00. FEES -. Total Valuation 50.00 TOTAL ** '.50.00 A;3Z Comments: Demo of non - structural items per attached. :subject to field inspection f '.I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable .ordinances, rules or 'regulations of the City of .Wheat 'Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions . printed on this :application and that I. assume full responsibility for compliance with the Wheat Ridge. Building Code..(I.B.C) and all other applicable heat Ridge dinan -for work under this permit. Plans subject to field inspection. i Ii Signature o contractor /owner d� ata ,... 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of .Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge,. Colorado or any .other applicable ordinances of the City. ;.2.. This permit shall expire 180 . days from the issue date. Requests for an extension must be received prior to expiration: date. An extension may be granted at the discretion of the Building Official 3. If this permit expires, anew p p :permit may be acquired . for a fee ofone-half the amount normally required, provided no & 'changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. - If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall l' be paid for a new permit '! 4. No work of any manner shall be done that will change the natural .flow of water causing ,a drainage problem 5 Contractor shall notify , the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive. a" 'written approval.. on inspection card before proceeding with successive phases of the job l �z 6 The issuance of a permit or the approval of drawings and specifications - shall not be construed to be a permit for, nor G an approval of, any violation of the provisions of the building codes or any.. other ordinance, law, rule or 'regulation.' s" All plan review lect to field inspections s Signature of Chi bf date yq: •..; z � 7 INSPECTION REQUEST LINE: (3.03)234 -5933 BUILDING OFFICE: (303).235 -2855 4 ' REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.` z " •I A67 V .. \v E V P,7V, t City of Wheat Ridge ` Building Permit Number: m Communi Dev ent Department Date "/ cOC S.t C,// ,f [%.R..A:�I..ki:�C & MULTI :a4'." Y ORP00 .0 sU 'p gip 7 . Tt KA 0N :q Property Owner: �XEarpL �k H �zvxlL Property Address: g3oo V r 67— 39'dL 1 4Vg, //Hff,q -T j�IX7E X 60 Phone: 2 Contractor License No.: 01W7 Company: 14.4, /�1ag NSn ✓ Phone:3 3)3 -ca r y OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buflr/fnq Dept, Valuation Figure: .$ E I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of ( :Wheat Ridge orcovenants, easements orrestrictions of record; that all measurements `shown, and allegations made that f Value :$ -8 are accurate; have read and agree to abide by all Permit Fee :$ conditions printed on this application and that l assume :. full responsibility for ' compliance with the Wheat Ridge Building Cede (I.B.C) and all otherapplicable Wheat ' Plan Review Feet$ r 1 .Ridge Ordinances, for work under thi per ', lans subject to field inspection. U se Tax: (OWNER)(CONTRACTOR) SIGNED G DATE G/} y Total:$ / �G pd'pq�v 1� (OWNER)(CONTRACTOR):PRINTED , p ✓ +LL DATE / G 14/ Use of Space (description): REMO Description of work: !�l3g Sq. Ft added u BUILDING DEPARTMENT USE ONLY SIC: Z ONING COMMENTS: ., Approvah :Zoning: - BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS'. Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: u Electrical License No: Plumbing License No: Mechanical License No: Company:JTU P16-LI Company: L6 C.dl&A/EgQitN4 Company:U5 Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: !(1) This permit was issued in accordance with the provisions set forth in your application and is subject to the taws of the State of Colorado and to the Zoning- Regulationsand Building Codes of Wheat Ridge Colorado or any other applicable ordinances of the City. - - (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned fora period of 180 days- (3) If this permit expires, a new permit maybe acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. if changes have been or if suspension or abandonment exceeds one(1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. �- (5) Contractor shall notify the Building inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job.' (6) ' The issuance of a permit or the approval of drawings and specifications shall not be to be r' construed a permit for, nor an approval of any violation of the provisions of the building codes or any other ordinance, law, rule or regulation.. 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Add Structure PERMIT - 070504 .ENO: 070504 ISSUED: 05/29/2007 DDRESS: 8300 W 38TH AVE EXPIRES: 11/25/2007 JRIPTION: CELL SITE /TELECOM - PER ATTACHED PLANS * ** CONTACTS * ** TEN ..303/229 -4681 BRAD JOHNSON SPRINT NEXTEL OWNER 303/810 -6601 JOHN CAMPBELL EXEMPLA gc. 303/799 -4994. Jeff Kriznoski 02 -0536 Spectrum Construction Contract. ** PARCEL INFO * * ZONE CODE: PHD USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ * *.FEE '- SUMMARY ** ESTIMATED PROJECT VALUATION: 10,000.00 FEES Permit Fee - - 235.70 .:Plan :Review Fee 153..21 Total Valuation .00 Use Tax 180.00 - ** TOTAL 50 568.91 Comments TRC: OK BM:. plans approved. Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code,(I.B.C) and all other applic e Neat Ric}pe Ordinances, for work undey thiispermit. Plans subject to field inspection. Signature of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge,: Colorado or any other . applicable ordinances of the City. 2. This permit shall expire 180 days from the issue. date.. Requests for an extension must be received prior to expiration -date. An extension may be granted at the discretion of the Building Official. 3. If this permit . expires, a. new permit may be acquired for a fee of one -half the amount normally required, provided no . changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded.. one (1) year... If changes have been or if suspension or abandonment exceeds one '.(1) year, full fees shall be paid for a new permit 4. No work of any manner shall be done that will change the natural flow of water causing a. drainage. problem. 5. Contractor shall notify the Building Inspector twenty -four (24). hours in advance for all inspections and shall receive written: approval on inspection card before proceeding with successive phases of the job 6. The issuance . of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building . codes or any other ordinance, law, rule or regulation. All plan r view is .subject to field inspections. Signatu e ie5 Bu' g fficial date INS PECTIO Q .(303)234. -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS ;MUST BE MADE BY 3PM.ANY BUSINESS. DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. o City of Wheat Ridge Building Permit Number: Community Develo � Department ] Date s : ��4.°°47y]# -C I.je�.�I. p�''�n�$' I. Property Own 44fg SdIYN �9m�Pac�f Property Address- j_ l!', I A (/iF Phone: Contractor License No C13� 3f�3_g7 -27d� Company: I ` Phone: o'aY , v , e (Twoo &a-J) 'bO3- z2-9 -14 , OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT. BUlfr/!pcl Dept. Valuation Figure: $ �% I. hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Value. - Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all Permit Fee:$ conditions .printed on this application- and that I assume full responsibility for ' compliance with the Wheat Ridge Building Code(I.B.C) and all otherapplicable Wheat Plan Review Fee:$ Ridge Ordinances, for work under this permit. Plans subject to field inspection. Use Tax: (OWNER)(CONTRACTOR)' SIGNED DATE Total,:$ � I(OWNER)(CONTRACTOR):PRINTED DATE Use of Space (description): e'C - LL- Sil 1 Ye-t= L0ae4 Description of work: Sq. Ft, added IV r ✓ r BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: LLL- -- ZONING COMMENTS' Approval: )'r Zoning:y�, BUILDING COMMEN T S: P r FA% Approval: lM� °� ` 1 1 u/iw Pv!w4/ vS PUBLIC WORKS COMMENTS: Approval: {r, IRE DEPARTMENT COMMENTS: ,r .Approval: Occupancy: Walls: Roof: Stories: Residen �.- Electrical License NO: Plumbing License No: Mechanical Lice? se No: s,- Company: ` IV I,4 company: �� Company: A 6 f Expiration Date: Expiration Date: Expiration Date: 1. Approval: Approval: Approval This permltwas issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning- Reg uFabons- and Building Cod as of Wheat Ridge Colorado or any other applicable ordinances of 2 the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or the building authorized is suspended orabandoned fora period of 180 days. $, (3) if this permit expires, a new permit. may be acquired fora fee of one -half the amount normally required, provided no changes t, have been or will be made in the originaI plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. �.,, (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector . twenty- four(24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. - j - (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, anyviolation ofthe provisions of the building codes or any other ordinance, Jaw, rule or regulation. All plan review is subject to field inspections. ' Chief Building Official Bradlev Johnson From: 'Travis Crane" <tcrane @ci.wheatridge.co.us> To: <brad @hotmail.com> Sent: Friday, March 02, 2007 3:14 PM Subject: CMRS Collocate Page 1 of 1 Brad - In response to our earlier phone conversation, I offer the following information: If you plan to install building - mounted flush panel antennae, you will need to complete a building permit application. The application should be accompanied by photo simulations, elevations, construction drawings and a letter of authorization from the property owner. There is no public hearing required for building- mounted antennae. If you have any further questions, please feel free to contact me. Travis R. Crane Planner II City of Wheat Ridge CO 303.235.2849 (v) 303.235.2851 (f) www.cl.wheatridge.co.us 3/4/2007 Nest 29th Avenue eat Ridge, Colorado 80033 . Pax: 303.235.2857 Wheat rM I I le City Of ' / /,• 15 April 2005 I Brett Pfleger Pfleger Consulting, LLC 333 Inverness Way South Englewood, Colorado 80112 RE Cellular Panel Antennae/8300 W. 38 Avenue "Lutheran Hospital "' Dear Mr. Pfleger. In response to your inquiry on 12 April 2005 regarding the existing panel antennae on the above - mentioned address, I offer the following information. A building permit was issued on 20 November 1999 for the installation of nine (9) panel antennae at 8300 W. 38 Avenue. The Code of Laws states that installation orreplacement of any building mounted panel antennae shall be reviewed administratively via building permit process. Given this information, any building mounted antennae may be replaced, and will require a new building permit. Please be aware that the antennae must be colored to match the building facade and all equipment shall be screened. If any antennae are proposed to be installed on the roof, a special use permit will be required. If you have any further questions, please feel free to give me a call. I can be reached at 303.235.2849 Sincerely, vis R. Crane Planner Address 1 ORIGIN SITE#: i -06MOUNfAIN . SITE NAME: CROWNfiILL (E)MhdPLA) COMMUNICATIONS SITE LEASE AGREEMENT 03UILDINGI This Communications Site Lease Agreement (Budding) [ "Agreement ") is entered into this �� day of August, 1999, between 2 BEST CORP., a Delaware corporation, We Nextet Communications ("Lessee "), and E}d;WLA, INC., a Colorado nonprofit corporation. ("Lessor"} For good and valuable consideration the receipt and sufficiency of which is hereby aclm mvledged, the parties hereto agree as follows: 1. Premises Lessor is the owner of a parcel of Ind (the "Land ") end a budding (the 'Building ") located in the City of Wheatridge, County of Jefferson, State of Colorado, commonly known as 8300 West 38' Avenue (the Budding and the Land are collectively, the "Property"). The Landis more particularly described in Exhibit A annexed hereto. Lessor hereby leases to Lessee and Lessee leases from Lessor approximately five hundred (500) square feet space on the roof and facade of the Building and all access and utility easements, if any, (collectively, the "Premises ") as described in Exhibit B annexed hereto. ? Ise The Premises may be used by Lessee for any activity in connection with the provision of communications services. Lessor agrees to cooperate with Lessee, at Lessee's expense, in making application for and obtaining all lic enses, permits and any and all other necessary approvals that may be required for Lessee's intended use of the Premises. - 3. Tests and Construction Lessee shall have the right at any time following the full execution of this Agreement to enter upon the Property for the purpose of making appropriate engineerin and boundary surveys, inspections, other reasonably necessary tests and constructing the Lessee Facilities (as defined in Paragraph 6(a) below). 4. Term The term of this Agreement shall be five (5) years . commencing upon the date Lessee begins construction upon the Premises or eiddeZ (18) months following the full execution of tliis Agreement, whichever first occurs ( "Commencement Date ") and terminating on the frfrlt anniversary of the Commencement Date (the "Term") unless otherwise te r m inated as provided in Paragraph 10. Lessee shall have the right to extend the Term for five (5) successive five (5) year periods (the "Renewal Terms ") on the same te and conditions as set forth herein. This Agreement shall automatically be extended for each successive Renewal Term unless Lessee notifies Lessor of its intention not to renew prior to commencement of the su cceeding Renewal Term 5. Rent (a) Within fifteen 15 ess days of the Commencement Date and on the fast day of each month thereafter, Lessee shall pay to Lessor as rent per month ('Rent "). Rent for any fractional month at the beginning or at the end of the Term or ewal Term shall be prorated. Rent shaff be payable to Lessor at Exempla Lutheran Medical Center, 8300 W. 38 Avenue, Wbeatridge, CO 80033; Attention: Director of Facilities Maaagemwt 6. Facilities: utilities: Access (a) Lessee has the right to erect, maintain and operate on the Premises radio communications facilities, including without limitation an air conditioned equipment room in or on the Building, utility lines, transmission lines, electronic equipment, radio transmitting and receiving antennas and supporting equipment and structures thereto ( "Lessee Facilities"). In connection therewith, Lessee has the right to do all work necessary to prepare, mainiai„ and alter the Premises for Lessee's business . operations and to install transmission lines connecting the antennas to the transmitters and receivers. All of Lessee's construction and installation work shall be performed at Lessee's sole cost and expense and in a good and work manlike manner.. Title to the Lessee Facilities shall be held by Lessea: All of the Lessee Facilities sba11 remain Lessee's . personal property and me not fixtures. Lessee has the right to remove all the Lessee Facilities at its sole expense on or before the expiration or earlier termination: of this Agreement provided, Lessee repairs any damage to the Premises caused by such removal. (b) Lessee shall pay for the electricity it consumes in its operations at the rate charged by the servicing utility company. Lessee shall have the right to draw electricity and other utilities from the existing utilities on the Property or obtain separate utility service from any utility company that will provide service to the Property (including a standby power generator for Lessee's exclusive use).. Lessor agrees to sign such documents or easements as may be required by said utility companies to provide such service to the Premises, including the giant to Lessee or to the servicing utility company at no cost to Lessee, of an easement in, over across or through the Land as required by such servicing utility company to provide utility services as provided berein. Any easement necessary for such power or other utilities will be at a location and in a manner acceptable to Lessor and the servicing utility company: (c) Lessee, Lessee's employees, agents, subcontractors, lenders and invitees shall have access to the Premises without notice to Lessor twenty-four (24) hours a day, seven (7) days a week, at no charge. Lessor grants to Lessee, end its agents, employees and contractors a non. exclusive right and easement for pedestrian and vehicular ingress and egress across that portion of the Land described in Exhibit B. Guests and other non- Lessee personnel can only enter the Premises ifpreviously approved by Lessor's on duty security stud. (d) Lessor shell maintain all access roadways from the nearest public roadway to the Premises in a manner sufficient To allow pedestrian and vehicular access at all times under normal weather conditions. Lessor shall be responsible for maintaining and repairing such roadways, at its sole expense, except for any damage caused by Lessee's use of such roadways. (e) Prior to commencing construction, Lessee shall obtain Lessor's approval of Lessee's plans for Lessee's construction work, which approval shall not be unreasonably withheld, delayed or conditioned. Lessor shall give such approval or provide Lessee with its requests for changes within fifteen (15). days of Lessor's receipt of Lessee's plans. If Lessor does not provide such approval or request changes within such t giadw%]=smglleaseslsitesl.A MKT CKYMOUNTAIN Sr M4: L.J - 0267 G � SITE NAME:- CROWNHII.L (EXEIaLA) fifteen (15) day period, it shall be deemed to have approved the plans. Lessor shall not be entitled to receive any additional consideration in exubange for giving its approval of Lessee's plans. 7. Interference _. (a) Lessee shall operate the Lessee Faculties in a warmer that will not cause interference to Lessor and other lessees or licensees of the ?ropwly, provided that their installations predate that of the Lessee Facilities. All operations by Lessee shall be in compliance with all Federal Communications Commission ('FCC ") requirements.. (b) Subsequent to the installation of the Lessee Facilities, Lessor shall not permit itseK its lessees or licensees to cause interference with Lessee's operations. Such interference shall be deemed a material breach by Lessor. In the event interference occurs, Lessor agrees to take all action necessary to eliminate such interference, in a reasonable time period. In the event Lessor fails to comply with this paragraph, Lessee may terminate this Agreement and/orpursue any other remedies available under this Agreement at law and/or at equity. 8. Taxes. If personal property taxes are assessed, Lessee shall pay any portion of such taxes directly attributable to the Lessee Facilities. Lessor shall pay all real property taxes, assessments and deferred taxes on the Property. 9. Waiver of Lessor's Lien (a) Lessor waives any lien rights it may have conce the Lessee Facilities which are deemed Lessee's personal property and not fixtures, and Lessee has the right to remove the same at any tune without Lessor's consent provided, Lessee notifies Lessor prior to any such removal (5) Lessor acknowledges that Lessee has entered into a financing arrangement including promissory notes and financial and security agreements for the financing of the Lessee Facilities (the "Collateral ") with a third party financing entity (and may in the future enter into additional financing arrangements with other financing entities). In connection therewith, Lessor (i) consents to the installation of the Collateral;_ (ii) disclaims any interest in the Collateral, as fixtures or otherwise; and (iii) agrees that the Collateral shall be exempt from execution, foreclosure, sale, levy, attacbment, or distress for any Rent doe or to become due and that such Collateral may be removed at any time wiilmnt recourse to legal proceedings. ' 10. Termination This Agreement may be terminated without further liability on thirty (30) days prior written notice as follows: (i) by either party upon a default of any covenant or term hereof by the other party, which default is not cured withiu sixty (60) days of receipt of written notice . of default, provided that the grace period for any monetary default is tea (10) days firm receipt of notice; or (ii) by Lessee for any reason orfor no - eason, provided Lessee delivers written notice of early termination to Lessor no later than thirty (30) days prior to the Commencement Date; or ., ii) by Lessee if it does not obtain or maintain any license, permit or other approval necessary for the construction and operation of the Lessee Facilities; or (iv) by lessee if Lessee is unable to occupy and utilize the Premises due to an action of the FCC, including without limitation, a take back of channels or change is frequencies. or (v) by Lessee if Lessee determines . that the Premises are not appropriate for its operations for economic or technological reasons, including, without limitation, signal interference. 11. Destruction or Condemnation If the Premises or Lessee Facilities are damaged, destroyed, condemned or transferred in lieu of condemnation, Lessee may elect to terminate this Agreement as of the date of the damage, destruction, condemnation or transfer in Hest of condemnation by giving notice to Lessor no more than forty-five (45) days following the date of such d destruction, condemnation of transfer in lieu of condemnation If Lessee chooses not to terminate this Agreement, Rent shall be reduced or abated in proportion to the actual reduction or abatement of use of the Premises. 12. Insurance Lessee, at Lessee's sole cost and expense, shall procure and maintain on the Premises and on the Lessee Facilities, bodily injury and properly damage insurance with a combined . single limit of at least er occurrence. Such insurance shall insure, on an occurrence basis, against liability of Lessee, itt employees and agents arising out of or in connection with Lessee's use of the Premises, all as provided for herein. Lessor, at Lessor's sole cost and experse, shall mocure and maintain on the Property, bodily injury and property damage insurance with a combined single limit of at least Such insurance shall insure, on an oD=ence basis, against liability of Lessor, its employees end agents arising out of or in connection with Lessor's use, occupancy and maintenance of the Properly. Each party shall be named as an additional insured on the other's policy. Each party shall provide to the other a' certificate of insurance evidencing The coverage required by this paragraph within thirty (30) days of the Commencement Date. 13. Waiver of Subro6tlon Lessor and Lessee release each other and their respective principals employees, representatives and agents, from any claims for damage to any parson or to the Premises or to the Lessee Facilities thereon caused by, or that result . from, risks insured against under any luminance policies carried by the parties and in force at the time of any such damage. Lessor and Lessee shall cause each insurance policy obtained by them to provide that the insurance company waives all right of recovery by way of subrogation against the other in connection . with any damage covered by any policy. Neither Lessor nor Lessee shall be liable to the other for any damage caused by fie or any of the risks insured against under any insurance policy required by Paragraph 12. 14. Assignment and Subletting Lessee may assign this Agreemem or sublet or license the Premises or any portion thereof to any entity upon written notification to Lessor by Lessee, subject to the assignee assmning all of Lessee's obligations herein. Upon assignment or subletting, Lessee hall be relieved of all future performance, liabilities, and obligations under this Agreement Lessee shall have the right to sublet this Agreement wthout Lessor's consent: Lessor may assien this Agreement upon written notice to Lessee, subject to the assignee assumin all of Lessor's obligations herein, including, bra not limited to, those set forth in Paragraph 9 ( "Waiver of Lessor's Lien") .above. This Agreement sball run with the Property and shall be binding upon and inure . to the benefit of the parties, their respective successors, personal representatives, he and. assigns. Notwithstanding anything to the contrary contained in this Agreement, Lessee may assign, mortgage, pledge, hypothecate or otherwise transfer without notice of consent its interest in this Agreemeut to any financing entity, or agent on behalf of any financing entity to whom Lessee tlsiledevVeasiogVcasslsiresLA 2 MKT 3CKY MOUNTAIN SITEni t-0-0267 SITE NAME: CROVa THILL (E)EMPLA) (i) has obligations for borrowed money or in respect of guaranties thereof; (ii) has obligations evidenced by bonds, debentures, notes or similar instruments, or (iii) has obligations: under. or with respect to letters of credit bankers acceptances and similar facilities or in respect . of guaranties thereof. 15. Warranty of Title and Quiet Eniovment Lessor warrants that (i) Lessor owns the Property in fee simple and has rights of access thereto; +ii) Lessor has full right to make and perform this Agreement; and (iii) Lessor covenants and agrees with Lessee that upon. Lessee paying the Rent .md obse and performing all the terms, covenants and conditions on Lessee's part to be observed and performed, Lessee may peacefally and quietly enjoy the Premises. Lessor agrees to indemnify and hold harmless Lessee from any and all claims on Lessee's leasehold interest 16. Repairs Lessee shall not be required to make any repairs to the Premises or Property unless such repairs shall be necessitated by reason of the default or neglect of Lessee. Except as set forth in Paragraph 6(s) above, . upon expiration or termination hereof Lessee shall restore the Premises to the condition in which it existed upon execution hereof reasonable wear and tear and loss by casualty or other causes beyond Lessee's control excepted 17. Hazardous Substances. Lessee agrees that it will not use, generate, store or dispose of any Hazardous Material on, under, about or within the Land in violation of any law or regulation. Lessor . represents, warrants and agrees (1) that neither Lessor nor, to Lessor's knowledge, any third party has used, generated, stored or disposed of or permitted the use, generation, storage or disposal of, any Hazardous Material on, under, about . or within the Land in violation of any law or regulation, and (2) that Lessor will not and will not permit any third party to use, generate, store or dispose of any Hazardous Material on, under, about or within the Land in violation of any law or regulation. Lessor - and .Lessee each agree to defend, indemnify and hold hamrless the other and the othefs partners, affiliates, agents and employees against any and all losses, liabilities, . claims and/or costs (including reasonable attorneys' fees and costs) arising from any breach of any representation, warranty or agreement contained in this paragraph. As used in this paragraph, "Hazardous Material" shall mean petroleum or any petroleum product, . asbestos, any substance . known by the state in which the Land is located to cause cancer and/or . reproductive: toxicity, and/or any substance, chemical or waste that is identified as hazardous, toxic of dangerous in any applicable federal, state or local: law or regulation.: Th paragraph shall survive the termination of this Agreement 18. Liability and Indemnity Lessee shall indemnify and hold Lessor bamless from all claims (including attoneys' fees, costs and expenses of defending against such claims) a rising from the negligence or willful misconduct of Lessee or Lessee's agents or employees in or about the Property.. Lessor shall indemnify and hold Lessee harmless from all claims (including attorneys' fees, costs and expenses of defending against such claims) arising or alleged to arise from the acts or omissions. of Lessor or Lessor's agents, employees, licensees, invitees, contractors or other tenants occurring in or about the Property, The duties described in this Paragraph 18 shall survive termination of this Agreement 19. . Miscellaneous .: (a): This Agreement constitutes the entire agreement and understanding between the parties. and supersedes all offers, negotiations and other agreements con cerning the subject matter contained herein. Any amendments to this Agreement must be in writing and executed by both parties. (b). If any provision of this Agreement is invalid or unenforceable with respect to any party, the .remainder of this Agreement or the application of such provision to persons other than those as to whom it is held invalid or unenforceable, shall not be affected and each provision of this Agreement shall : be valid and enfotneable to the fullest extent permitted by law. (c) This Agreement shall be binding an and inure to the benefit of the successors and permitted assignees of the respective parties, :(d) Any notice or demand required to be given herein shall be made by certified or registered mail, return receipt requested, or reliable . overnight courier to the address of the respective parties set forth below. Lessor_ DMMKA INC., 8300 W. 380 Avenue Wheatridge, CO B0033 Atta: Director ofFacilities Management. Lessee: NEA'TEL WEST CORP. 4643 S. Ulster Street, Suite 500 Denver, CO 80237 Atla: Manager With a copy to:: Nextel Communications, Inc 2001 Edmund Halley Drive Reston, VA 20191 -3436 Atta.: Legal Dept, Contracts Manager Lessor or Lessee may from time to time designate any other address for this purpose by written notice to the other party. (e) This Agreement shall be governed by the laws of the State of Colorado. (f) LessorsclatoHlednes that a Memorandum of Agreement in the form annexed hereto as Exhibit C will be recorded by Lessee in the Official Records of the County where the Property is located. In the event the Property is encumbered by a mortgage or dead of trust, Lessor agrees to obtain and furnish to Lessee a non - disturbance and attomment for each: such mortgage or deed of trosL. (g) Lessee may obtain title insurance on its interest in the Premises:: Lessor shall cooperate by executing.; documentation required by the title insurance company. (h) In any case where the approval or consent of one party hereto is required, requested or otherwise to be given under this Agreement such party shall -not: unreasonably delay or withhold its approval or consent (i), All Riders and Exhibits annexed hereto form material parts of this Agreement (i) This Agreement maybe executed in duplicate counterparts, eacbof which shall be deemed an original t�sitedevveasiagvcasskitesLA 3. MKT: CKY MOUNTAIN S1717:: t-3 -0367 SITE NAME: CROWNHIILL (E3EIIvIPLA) 20.. Marldne Liehtina Reouirements Lessor shall be responsible for compliance with all marlin g. and lighting requirements of the Federal Aviation Administration ("FAA!') and the FCC. Should Lessee be cited because the Property is not in compliance and, should Lessor fail :o cure the conditions of noncompliance, Lessee may either terminate This Agreement or proceed to cure the conditions of noncompliance, at Lessor's expense, which amounts may be deducted from the Rent IN WITNESS WHEREOF, the parties have executed this Agreement as of the date firstabove written. LESSOR:' E7.'EN PLA, INC., a Colorado nonprofit corporation Richard L. Taylor Date: Title: Vice president of Corporate LESSEE: Tax ID# 98023 NEXfEL WEST CORP., a Delaware corporation Date:: /[ / Title: Mark B. Nelson .. VIMP s1 en 3tneenng pe ns t�Site�L- vlleasingVeaseslsilgIA. 4 MKT )CKY MOUNTAIN SITE.': W -0267 SITE NAME: CROWNHILL (EXEMPLA) EXHIBIT A DESCRIPTION OF LAND. to the Agreement dated.Augost 1999, by and between EXEMP" INC., a Colorado nonprofit corporation, as Lessor, and NEXTEL WEST CORP., a Delaware corporation,. as Lessee. The Land is described and/or depicted as follows: Lots 18 through 24 of Long View Subdivision TOGETHER WITH Lots 1 through 8 of Lutheran Subdivision TOGETHER WITH Vacated West 35' Avenue as described in Council Bill 328, Ordinance No. 744, Series 1988, recorded as Reception No. 88017464 in the Jefferson County Records. ALSO together with a tract described as follows: BEGINNING at the Northeast corner of Lot 17, Longview Subdivision, Thence South along the East line of said Subdivision to the Southeast Corner of Lot 20, Longview Subdivision,' Thence East and parallel with the North line of Section 27, Township South, Range 69 West, a distance of 255.55 feet, Thence North and parallel with the East line of Longview Subdivision to a Point on the South bank of the South Branch of the Rocly Mountain Ditch, Thence Northwesterly along said South bank to POINT OF BEGINNING, County of Jefferson, State of Colorado : and otherwise lmown as: 8300: W. 38 Avenue. APN; 69 -03- 26-00D000- NW318- 1602 -76 I:Wted-- AleasingVeas WWSLA :5 Lessor's Initial 21 -f Neatel's Initial MKT: CKY MOUNTAIN SITEk c0-0267 SITE NAME CROWNIDLL (EXU -OLA) EX'MIT B DESCRIPTION OF PREMISES to the A dated.Aug=tE 1999, by and between EXEIAPLA, INC., a Colorado nonprofit corporation, as Lessor, and WEST CORP., a Delaware corporation as Lessee. The Premises are described and/or depicted as follows: 38th Avenue e e c 1 i fa APPROXIM4TE ANTENNA i \ LOCATIONS AND NEXTEL PREMISE. LOCATION OF FINAL DESIGN MAY d VARY. (4 antennas each sector, 3 sectors). ❑'! B 0 0 APPROX LOCATION e I OF NEXTEL COAX CABLE TRAYS NEXTEL LEASE AND SHELTER SPACE. a e LEASE AREA DEFINED BY N COLUMNS. NOT TO SCALE 1 H EXEMPLA LUTHERAN MEDICAL CENTER 8300 W. 38th Avenue Lessor'sTnit at Xlt Nexte). °s:Initial 1 W This Exhibit may be replaced by a land survey of the Premises once it is received by Lessee. Setback ofthe: Premises from the Land's boundaries: shall be the distance required by the applicable governmental authorities. 3.. Width of access mad shall be the width required by the applicable governmental authorities, incl police and fire departments. 4. Ile type, number and mounting positions and locations of antennas and transmission lines are illustrative_ only. Actual types, numbers,. and mounting positions may vary from what is shown above. - L• <SitedevVeasiagVeases\sitesL:4. MKT: CITY MOUNTAIN SITE#. L,0-0267 SITE NAME: CROW7 fILXEIVMLA) O[III]RIT C MEMORANDUM OF AGREEMENT C= Please return this document to* NEXTEL WEST CORP. 4643 S. Ulster Strzct; Suite 500 Denver, Colorado 80237 Atta.: Property Maruager This Memorandum of Agreement is entered into on thib) day of August, 1999, by and EMAPLA, INC, , Colorad nonprofit corporation, with an office at 8300 W. 30 Avenue, Wheatridge, CO 80033 {hereinafter referred to as "Lessor") „ and NEXTEL WEST CORP., .a Delaware corporation, with an office at 4643 S. Ulster Street Suite 500, Denver, Colorado 80237 (hereinafter referred to as "Lessee "). Lessor and Lessee entered into a Communications Site Lease Agreement (Building) ["Ageemem"I on the !�)_ day of August 1999, for the purpose of installing, operating and maintaining a radio communications facility and other improvements. All of the foregoing are set forth in the Agreement 2. The term of the Agreement is for five (5) y ears commencing upon the start of construction or eighteen (18) months following the fall execution of this Agreement, whichever first occurs ("Commencement Date"), and terminating on the fifth anniversary of the Commencement Date with five (5) successive five (5) year options to renew. 3. The Land which is the subject of the Agreement is described in Exhibit A annexed hereto. The portion of the Land being leased to Lessee (the "Premises ") is described in Exhibit B annexed hereto. IN WITNESS WREREOF, the parties have executed this Memorandum of Agreement as of the day and year first above written. LESSOP, LESSEE- OMMIT ONLY NOT FOR EXECUTION) (EXHIBIT ONLY NOT FOR EXECUTION) OORal.A, INC., a Colorado nonprofit corporation NEXTEL WEST CORP., a Delaware corporation Br. Name: Richard L. Taylor Title: Vice President of Corporate Services Date: 0 Title: Date. Lassoes Initial 47 Nextel's Initial 7 �- >��� � r �� ,� X,3 �Iw„'a _ � i �I' . '# ���� �� `��IS.. m M.D. Miller P.E., P.T., Ltd 29156 Summit Ranch Dr. Golden, Co 80401 P. 303.526.9207 F: 303.526.2706 March 23, 2007 Structural Evaluation — Level 1 Site Name: Crown Hill Site Number: DN73XC094 — CO -0267 Site Address: 8300 W. 38 Ave., Wheatridge, CO 80333 Code Data: 2003 IBC Description: Add (1) 750# CDMA equipment cabinet inside the existing rooftop equipment shelter. Mount (1) CDMA antenna to the existing antenna mount frame on the penthouse roof and mount (2) CDMA antennas to the face of the existing building. Documentation: The following documentation provided the basis of this evaluation: • Construction documents by CSAi dated September 24, 1999. • Site Photograph provided by Sprint SMS • Structural Calculations dated 9122/99 prepared by Bierbach Engineers, Inc. Structural Consultants Project name: ELMC Comm. Penthouse, Job # 2727. Steve Bierbach Building description: Existing Hospital roof structure consists of cast in place concrete slab designed for 150 PSF live load. The built in place roof top equipment shelter was designed per attached Structural calculations. Evaluation Statement: Antenna mounting: The existing antenna frame and connection to the existing roof structure will adequately support one additional antenna. Attach (2) CDMA antennas to the existing concrete parapet wall(s) with anchors per the drawings. The additional loads due to the new 750# CDMA equipment cabinet will add 4.2 PSF to the overall roof load for a total unit load of 128.85 PSF at the equipment shelter. This loading is less than the design live load of 150 PSF. Attachments: Structural Calculations dated 9/22/99 prepared by Bierbach Engineers, Inc. Structural Consultants Project name: ELMC Comm. Penthouse, Job # 2727. Steve Bierbach. ` ours Truly, Marvin D. Miller, PE 12264 o�y /% !W N /5� /LG, La .¢N /3�Grr.• Bierbach Go - a X& 9 �Z�tTEtoU�E ��F 4�ov1''46 -IG 'saia > MZrAt_. -7 s &,cA 0.•-ctt 2 Boa VV wi-x- -. 'saia > MZrAt_. -7 s &,cA Boa VV Consulting Engineers, Inc. Structural Consultants I Title EL M6 COMM PE t��Ra No. Z11 „ By T Date 1 ' 2Z Sht. of L.oA4t;� uk a, oL L-L aWD:5 i WT. 'saia > _ 4 Z(-1 -7 s &,cA Boa VV Vet T. S BILYS Vt-c. oP— Live -CvP.-a 2 COO 3G cA 2Z, 4- 42# I .e�$ PS F < ISO r5r, +ASS t- oesl4l, L Ze:>) TN "E IT# FL,=a cr m4a Towctz Fat. . was AeStc.0 S-9 FotZ 0, '56 R)aur,, Rm. Sd;x. F=oot Uv4: LoAp. M.D. Miller P.E., P.T., Ltd 29156 Summit Ranch Dr. Golden, Co 80401 P: 303.526.9207 F: 303.526.2706 March 23, 2007 Structural Evaluation — Level 1 Site Name: Crown Hill Site Number: DN73XC094 — CO -0267 Site Address: 8300 W. 38 Ave., Wheatridge, CO 80333 Code Data: 2003 IBC Description: Add (1) 750# CDMA equipment cabinet inside the existing rooftop equipment shelter. Mount (1) CDMA antenna to the existing antenna mount frame on the penthouse roof and mount (2) CDMA antennas to the face of the existing building. Documentation: The following documentation provided the basis of this evaluation: • Construction documents by CSAi dated September 24, 1999. • Site Photograph provided by Sprint SMS • Structural Calculations dated 9/22/99 prepared by Bierbach Engineers, Inc. Structural Consultants Project name: ELMC Comm. Penthouse, Job # 2727. Steve Bierbach Building description: Existing Hospital roof structure consists of cast in place concrete slab designed for 150 PSF live load. The built in place roof top equipment shelter was designed per attached Structural calculations. Evaluation Statement: Antenna mounting: The existing antenna frame and connection to the existing roof structure will adequately support one additional antenna. Attach (2) CDMA antennas to the existing concrete parapet wall(s) with anchors per the drawings. The additional loads due to the new 750# CDMA equipment cabinet will add 4.2 PSF to the overall roof load for a total unit load of 128.85 PSF at the equipment shelter. This loading is less than the design live load of 150 PSF. Attachments: Structural Calculations dated 9/22/99 prepared by Bierbach Engineers, Inc. Structural Consultants Project name: ELMC Comm. Penthouse, Job # 2727. Steve Bierbach. Yours Truly, Marvin D. Miller, PE ®a 12264 axe w<' 0 'A £Vr� u c ae Gf 'jlWN15� /G�,Lstrtt�'•l�N/f?G�7t Bierb.,h G — oZl. 7 2= to 2 �t�5<- lL4l'tcG�t � tkic 2 .e,L :s 3 jT (05 5 n r S 1 t�lL`(s 1`t.OoR Ldva l.o o-D 10,5 t=S� wT. ?ooh to,S ( 14- W$tlo) .e,L :s 3 jT (05 5 n r S 1 t�lL`(s 1`t.OoR Ldva l.o o-D 10,5 t=S� wT. Consulting Engineers, Inc. Strudural Consultants ►.�,,, �. Title (_. Ud G By Z Date Sht. of J tLY!:t+ak l FJSuc.r�Tie�y� * DRYWALL 4Z.(-1 = - 1 s &z; 3 i 3 eb ?ooh to,S ( 14- W$tlo) n r S 1 t�lL`(s 1`t.OoR Ldva l.o o-D Consulting Engineers, Inc. Strudural Consultants ►.�,,, �. Title (_. Ud G By Z Date Sht. of J tLY!:t+ak l FJSuc.r�Tie�y� * DRYWALL 4Z.(-1 = - 1 s &z; 3 i 3 eb 12'4.8 175k Iliac t�sfi U5+5 oR b�st4t 7HE ' T14 FLzA a 6r- Tve- - C oLua ;a Fat--G4, WAS Pa -941,( *9 r -Da 0, igo R)aU o kza. Sewk9a {aoo4 Llv& LoAp. ?ooh to,S ( 14- W$tlo) 2Z, t ¢Z'z 12'4.8 175k Iliac t�sfi U5+5 oR b�st4t 7HE ' T14 FLzA a 6r- Tve- - C oLua ;a Fat--G4, WAS Pa -941,( *9 r -Da 0, igo R)aU o kza. Sewk9a {aoo4 Llv& LoAp. K� F 'k '41 1` PHOTO SIMULATION EXISTING VIEW Sprint Together with NEXTEL DIV73XCO94 (CO- 0267), Crown Hill Views depicted are simulations only and may not be exact representations. PROPOSED VIEW f Permits presuming 10 give . -- building codes or other ordm ?NAPS of the City shall not be valid. Sprint' y ' .* 0 Te39M9rwMr I♦FEXIkI. 3331NVERNRSE DRIVE SOUTH ENGLEWOOD, COLORADO 80112 ERICSSON 6300 LEGACY DRIVE PLANO, TX 75024 PROJECT INFORMATION: CROWN HILL DN73XCO24 C000267 LUTHERAN HOSPITAL 8300 W. 38TH AVE. WHEATRIDGE, CO 80333 REY. DATE: DESCMF C>N: BY: A O.1pW MIEMfEV L. osWm9 I..0 CROWN HILL 0 8300 W. 38TH AVE S t o WHEATRIDGE, COLORADO p ri n Tw 80333 DN73XCO94 CO -0267 Together with NEXTEL C ONSTRUCTION DRAWINGS ANTENNA MODIFICATION DRAWING SYMBOL LEGEND VICINITY MAP PROJECT TEAM DRAWING INDEX OWNER CONTACT: ARCHITECT: SHEET DESCRIPTION 71.0 TITLE SHEET X SECTION CUT -7 � (M H ES N. * 0 7 007 1 c0.202B02 EXEMPLA HEALTH CARE CO CAMPBELL CHARLES SIECKLY CSM GN GENERAL NOTES TN C6 SHEETTrc E: TITLE SHEET CE MANAGER BUILDING SERVICE 593 S. ZANG Si. WHEATRIDGE, 38TH AVENUE WHEATRIRI DGE, CO 80333 SUITE 280 LITTLETON. CO 80127 A2.0 ROOF PLAN 4 XXJ( 2 INTERIOR ELEVATION FLAG 303.810.6601 303.897.2749 PHONE 303.932.9974 FAX: 303.932.6561 A2.1 ENLARGED ROOF PLAN A2.2 RF DATA 3 W. 41ST AVE SITE DEVELOPMENT: A2.3 EQUIPMENT PLAN X BRAD JOHNSON._ EXTERIOR ELEVATION FLAG rii ¢ S 0 Go PAT PEUSSERO SITE ACOUISmON' RC RILEY d:. ASSOCIATES ikT ' x DETAIL OR PLAN ENLARGEMENT c3 SITE ¢ 655 BROADWwq SUITE 365 DENVER, CO 80203 -UN .L m W. 38TH A - PHONE 720.932.8630 O O x A X — KEYNOTE REVISION SPOT ELEVATION wHRa o NEOICAL m cErvXR rd j - a LAT: 83) 39 > m z 0 QIL w 9 v 1 PROJECT M MIKE MCCRrE0Y SITE ACQUISITION MANAGER ERICSSON C/O SPRINT NEXTEL 333 INVERNESS DRIVE SOUTH ENGLEWOOD, CO 80112- PHONE: 303.332.1212 E . ELECTRICAL SPECIFICATIONS E1.1. G U G IFl ON LAG RITR UN /D NIS E4.0 GROUNDING AUS, TIT G U AL - (TURD -46 -05.07 LONG: HAD 83 105 -05- 24.484 ( N.T.S. I ER: DIRECTIONS TO SITE X - — — E — GRID REFERENCE ELECTRICAL STEVE JAHR ST JAH ST SPR 333 INVERNESS 333 INVERNESS D SOUTH ENGLEWOOD, CO. 801 80112 �� FROM THE SPRINT T LEFT PROCEED NORTHWEST ON INVERNESS DR FOR 0. MILES, LES, TURN LEFT RN ONTO INVERNESS S, TURN RIGHT RF F TA -2 AT —r TELCO I ONTO INVERNESS ESS PKWY, CONTINUE ON I LINE E RD. TAKE 1 -25 NORTH TO I -70, DOT GO WEST TO K U EXIT BLVD & — E/T— —CDAX— —GAS— ELEC & TELCO COAXIAL CABLE W. TRAVEL SOUTH (LEFT) T TO W. 38 THE RIGHT. AVE.. ., TURN RN (LEFT) EAST (LEFT) TO SITE ON Ca a H - V — S — GAS LINE WATER UNE SEWER uNE PROJECT DATA APPROVAL BLOCK PROJECT DES 1 N JURISDICTION: - WHEATRIDGE MEN RF ENGINEER: DATE: INSTALL (2) COMA EXISTING BUILDING, (1) NEW COMA NNA FRAME —SS— SANITARY SEWER — FIPER— —DH FIBER OPTIC CABLE OVERHEAD UTILITIES ZONING DESIGNATION: OCCUPANCY GROUP: - RD - A -2 ACCESSORY USE '. COMA RF ENGINEER: DALE: SHELTEREQU PMEM OOFTOP EQUIPMENT W — X — CHAIN UNK FENCE CONSTRUCTION TYPE: - V -B (SHELTER) RF MANAGER: DATE: - - -- fT WOODEN FENCE LEASE AREA / PROPERTY BOUNDARY RAILROAD TRACKS FULLY SPRINKLERED: NO. OF EXISTING STORIES: GOVERNING CODES: - NO - 7 SITE ACQ: DATE: egg` d g9 Pea` Ri e 1 Department 9 � 6SA SITE MANAGER: DATE 2003 180. 2003 IMC, 2003 IFC, 2005 NEC CONSTRUCTION P.M.: DATE Y / 6 NTRACTOR NOTE IMFY S AND IXIST1Mp piMENSI0N5 AND l0 E JOB SITE AND SHALL IMMEDOCTEY �N00�IOn WR ONG 0 ANY DI C m . %90 S TEEL STUD BATT INSULATION ---- 52ea - - -- EXISTING TOPOGRAPHY ADA COMPLIANCE: THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. PARCEL $: 39- 262 -00 -010 CONSTRUCTION MANAGER: OPERATIONS MANAGER: DATE DATE —5260— I� - PROPOSED TOPOGRAPHY WATER DRAINAGE FLOW FACILITIES MANAGER: ERICSSON: DATE: 1 ! and DATE: y �C}� V I�TyF0�11��1'��Q of, any v iolation to .Rtl� WARE afr'j¢ T djll{i(8OH1H7IR® 1 f thel Permits presuming 10 give . -- building codes or other ordm ?NAPS of the City shall not be valid. Sprint' y ' .* 0 Te39M9rwMr I♦FEXIkI. 3331NVERNRSE DRIVE SOUTH ENGLEWOOD, COLORADO 80112 ERICSSON 6300 LEGACY DRIVE PLANO, TX 75024 PROJECT INFORMATION: CROWN HILL DN73XCO24 C000267 LUTHERAN HOSPITAL 8300 W. 38TH AVE. WHEATRIDGE, CO 80333 REY. DATE: DESCMF C>N: BY: A O.1pW MIEMfEV L. osWm9 I..0 RDR PLAM PREPn D Br. CSAi CXIIRIEB STEGRLY ARCXTEETURP Nc ARCHITECTURE. PLANNING - DESIGN 59]9mVIXZANGlTRFFi.SURF ]91 HR1E( LQRAW 911]] � (M H ES N. * 0 7 007 1 c0.202B02 ORAWN BY: CHK AFM. SSB TN C6 SHEETTrc E: TITLE SHEET SHEET NUMBER: T 1.0 pYHOx 1 - GENERIC REWIRENFNrs PAM 1 GENER& 1.1 INTENT A THESE SPEOMATONS AND ME CMEW=ON DRAMNGS MXUIPMRMO MEN DESCRIBE ME WORIC ro BE DONE AND ME YATFRNS ro SE FUANISIS) FOR CONSINKPON. G ME UNWINDS MD SPEDIFICADONS AM INRIDED TO BE FULLY IXPU WORT MO SURLRERMY. HOMEMER. SHW W MMNING BE SHORN. INOCATS) ON SPEI ON ONE AND NOT ME OTHER. R BIWL E DONE ME SANE M IF MUM. INDIGIm OR SPECIFIED M BmN. C. ME MIEHIIM OF THE DD MDITS 6 M INg1R1E NL LABOR MD MMR REAS UFDD IN ME HFCES OT CON W ME PRORIt EMS)UIION SID COMPIFIOH GF TE WIXB M SHRUIFD RMO. D. ME PWPMZ OF ME S'PEOIFICAMNS M M INIERPRLT ME INIENF W ME MUMNOS AND TO D6WHME ME MEFEMD OF ME PROCEDURE. TYPE MD QUMDY OF MA E REQUIRED TO WNPU E ME WORK. E YDDR OUMIWX4 fROM Tiff DEIGN UWMIT AIE MTICPAlEO MD SNNL E CIXL4OFMD AS PMf OF TXE WOPoC NO CIRQUES nMT KTIER ME OMNJ.'IER Oi ME WMM DUEL � IYDE OR PEIRIIRm RY THE OWNBt MnWUT IssuBIO A CHANCE aRCIX. 1.2 COW=S A ME CONIR&TM SDML BE PE.9CHQNE NR VFTRIG11ON K .ML MF/S11RElAITNTS M ME SITE BffCE ORDERHD ANY WlEI6M.4 M OCNG AJNt' WORK ID FXIRE QVRGE M COYPENGICN SRI. P O MLL ME CO S OUE 10 OIFRRCE B MY SUCH E CHITTY. E E Mcf N5 M S)0 DIMENSIO I M E F S HI U B E OMIFED TO W E SU.ATdR CONK SUTON BEFO CO RE MIXH R E ROCS SW. BE E I MRND M OSIER FOR CONDE BEFORE HIPICTDIt PROCEEDS MTH ME WORIC IN ME AFFECTED A.RAS B. ME BOOFA. IF AWNDS) ME MIORICT. RRL nOT BE N1DFID Ntt EOM COMPENSATION BY REASON OF ANY ENTER OR THING CONCERNING WHICH SEDER MNHO HAVE FULLY INFORIAM HIMSELF PRIOR TO ME BIDDING C. NO PIRA OR MORVICE OF CONDITIONS WT EX6E OR OF DIFFICULT OR CONDINERS TAT MAY E ERCOUNIERD M OF ANY OVER REEVPM ATFR CONCERNING ME MM61 TO BE PERFORMED IN ME EECUDM OF ME WORK RILL BE ACEPRS) M AN IXCUSE SIR mY FNWRE C ME PAM OF ME MNTR G TO FUIFLL E9O DECO OF ALL ME REGUIRMERS CF ME COWRCT DOWNEWS l:010ERNMG ME WOI6L 1.S CONIPMIS S)0 WARIWIIIE A ILA OOCUMFM Mm MBIEMWID FORM a AGPEIIFM BEINFIII OM&]t SID CGARCTCR HM BEm MCOEm SID MLL BE EMPLOYED iIXt 00NMACT FURI B. 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ASSST O'NNER TEONWCMNS IN PERFORMING SWEP LET Q MSALED COX. K CGM. KERB FGN FWNGIKMLS BINL BE DRILLID MD PWRD ON TIE YME GY. 22 RI D FURNISH THE FRAMER D M I E M S MR IC COISIRUCIION DIXXIMFNIS, RIO NGD I F R SII E H OTER TRAD PRIOR OR TO ro ED: F REWIRED: 1. SM SID MD C ILK I INTO OmSE WMLS 2 BFAL W1U( NL (IRRINGB S CANING 4. CU111NG AND IN J00Ft RE R M 23 UR RE9TS OF SEWUTM MmCffS c FURNISH SH LLL LUSTED EWImEM WERE SIGH VDFL S AVNURF. INSML CIXRFORNNCE'MIH U.L STmMRGS WIBIE MPUGIRf. B INSALL MENNA m1ENM C ANES, GRMNGNG S IN ACCORDANCE RON UNWINDS MD SPEGFlGIENS M EFFECT AT PROJECT LOGTM AND RCOMMFNGIXINS OF STATE AND LULL BOImIN S SUES, SPECUL LENS WHO JURISICTR N OVER SPECIFIC POWERS OF WORK. THIS INCLUDES BUT B MDT UNWED 10 ME FOLLOMNO: 1. EM - ELECTRONIC INDDSRIE MSOCROM H5 - 222 STRUmm STmDM M FOR STEEL AUENG 1MELS AND AMEWM SUPPORTING SRVCNRS Z FM - FS)EW. MUON AMINSVORON ADNSORY CRQUWR M M/748D-M, mmm INSIDWI: 00 SIEE. CCSMCHON 9'EUHGTONS FOR UNDERNRETS APPROVED EEAH6GL PR DUCTS M. SUES. PMT n OF ME FM RULE AND MRIS 17 MD 22 OF ME FCC -101 Sprinf )**# TcNNHdmrwHN NEXTEL 3331WERNESS DRIVE SOLEH ENGLEWOW, COLORADO 80112 ERICSSON 6300 LEGACY DRIVE PIANO, TX 75026 PROJECT INFORMATON: CROWN HILL DN73XCO94 CO-00267 LUTHERAN HOSPITAL 8300 W. 38TH AVE. WHEATRIDGE, C08O333 REM.. DATE DESCRPRON: BT: A 03ry491 CLIEMREVILW 950 0 OigTM GSW NOR PLANS PREFARED BY. CSAi CMARLEI STECRLY ARCXREOTURE, Nlu ARCH ITECNRE - PLANNING - DESIGN 59]9 SOUTH SANG STNFFT. RPTE lD IRRFT BI]] NSU I s DRAWN BY. CHIC ARV. SSB TN CS SHEETTITLE: GENERAL NOTES SHEET NUMDEPc G N e� d Sprint' y Top rwlM RE %iEG 3331NVERNE55 DRIVE SOUTH ENGLEWOOD, COLORADO 80112 6 T 8 9 10 (1) N COMA ANTENNA ALPHA MOU D TO FACE OF BUILDING 11 12 13 14 15 p PAINT MATCH RF- t 4.0 (3) EX NO MEN ANTENNAS (TO R N) CLIEW� ; 0 OSNN/ I88LE NDR _ PIANS PREPARED EY. CSAi CRLLF RTECIU.Y ARCRrtECTUR 41n � I II i c No.202802 i DRAWN BY. CHIC APv SsB TN CS SHEETTITLE: ROOF PLAN SHEET NtmmER: A2.0 n ILL L _ I T I ROOFTOP EXISTING CABLE TRAY III I 4I Y r i � 1 (3) EXISTNG I MEN WiiNN BETA - JI I A2.7 MOUNTED T U �: FACE OF B UI _ _ _ _ — � .—,e+ ."' J _ _n4✓r � —� ROUTE NEW COAX IN EXISTING CABLE TRAY I —__ i (E) CABLE TRAY I� I � F I - - I EXISTING WAG - EQUIPMENT - -- - - -- - -- NEW EQUIPMENT CABIN WTTI11N. EQ ENT PEISTING E EXTELL - ` (3) EXISTING - - - - - GAMMA (1) NEW COMA ANTENNA (1) NEW COMA ANTEN I MEN PANEL ANTENNAS MOUNTED TO EXISTING MOUNTED TO ON FRAME SHIFT DOWN AS FRAME PAINT TO MATCH FACE OF BUILDING - REQ'D TO ACCOMMODATE RE: A22 PAINT TO MATCH j NEW CDMA ANTENNA RE: 1/A4.0 j NOTE'. NOTE: - RE: A2.2 FOR RF DATA INFORMATION. PAINT ALL ANTENNAS TO MATCH EXISTING. NORTH i ROOF PLAN SCALE: 1 8. s 0 w vw = v- Sprint' y Top rwlM RE %iEG 3331NVERNE55 DRIVE SOUTH ENGLEWOOD, COLORADO 80112 ERICSSON 5300 LEGACY DRIVE PLANO, TX 7E02A PROJECT INFORMATION: CROWN HILL DN73XCO94 C040267 LUTHERAN HOSPTAL 8300 W. 38TH AVE. WHEATRIDGE. CO 80333 RE .. DATF. DESCRIPTION: BY: p 03(.WM CLIEW� S. 0 OSNN/ I88LE NDR PIANS PREPARED EY. CSAi CRLLF RTECIU.Y ARCRrtECTUR 41n ARCHMT RE - PLANNING - DEAGN 5.S .MH SANG STREET. 38J IfTRET MW .2> N / a Ci)"{ s N. [v1A7 W L N� q c No.202802 i DRAWN BY. CHIC APv SsB TN CS SHEETTITLE: ROOF PLAN SHEET NtmmER: A2.0 ¢ I 9 2E �e �s a � ° w $ he ln ii V,. ' L (E) PENTHOUSE I ILA EXISTING CONCRETE ROOF DECK IXIWNG EQUIPMENT 4 > DESIGN LOAD 150 POUNDS / �i SHELTER O 7TH FLOOR J SO Fi. LNE LOAD �� / ROOF LEVEL w L ON ROOF HVAO UNITS " ON ROOF CURB INSTALL 2 3/8' PIPE & ATTACH W/ MTS XP -2020 TRANSFER KITS TO EXISTING ANTENNA FRAME PAINT TO MATCH RE: 2/A4.0 21' -8 21' -6' 21' —S' - NORTH SCALE: I A. A. 0 8' T ENLARGED ROOF PLAN Sprint' y Tnpatl ,3 M N£RTEL 3331NVERNESS ORIVE SOUTH ENGLEWCOD, COLORADO 80112 ERICSSON if 8300 LEGACY DRNE PLANO, TX 75024 PROJECT INFORMATON: CROWN HILL DN73XCO94 CO-00267 LLITHERAN HOSPITAL 8300 W.38THAVE. WHEATRIDGE, CO 80333 REY. CA= DESCRIPMON: Bv: A asgmoT =i PEVEN sse 0 4.w Issl£ NDR PIANS PREPARED 6Y. CSAi CNI1R ee RTEDKLY ARDNR[ {TYRG Inc. ARCHITEMRE - P W VNING - DMGN 593350V1X E:T.SUIiE]BJ / m 4 CENSURE N . V CHI S N . l�A T 0 7 2007 cP� N0.20280 0 DRAYm Br. CHK APJ: SS8 TN CS SHEE Tln ENLARGED ROOF PLAN SHEET' NUNEER: [ :A2 . I 1. GENERAL: PROVIDE ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY FOR RECEIVING, INSTALLING, TESTING AND ADJUSTING ANTENNA CABLES FROM THE ANTENNA TO THE CONNECTORS AT THE BASE TRANSMISSION SYSTEM ( SYSTEM. ANTE S I EQ R EQUIRED F OR A C NNA, ANTENNA CABLES, CON ECTORS, AND FI TINGSSHALL BETHIRD PARTY FURNISHED OP ERA TI NG COMPONENTS AS SHOWN ON THE BILL OF MATERIALS. 2. MATERIALS A ANTENNA CABLES: AS SCHEDULED B. ANTENNA CONNECTORS: AS SCHEDULED C. CABLE HANGERS: INSTALLED AT MAXIMUM 4' SPACING D. GROUNDING KITS: AS SPECIFIED 3. INSTALLATION A. ANTENNA CABLE LENGTHS SHALL BE FIELD MEASURED PRIOR TO PURCHASE OF CABLE INSTALLER SHALL NOTIFY SPRINT OF THE OVERALL LENGTH REQUIRED. B. CABLES SHALL BE LABELED JN ACCORDANCE WITH SPRINT SPECIFICATIONS. C. ALL OUISIDE CABLE CONNECTIONS SHALL BE COVERED WITH WEATHERPROOFING TAPE D. THE MINIMUM BENDING RADIUS FOR ALL ANTENNA CABLES SHALL BE AS SHOWN BELOW OR AS PER THE MANUFACTURER, WHICHEVER IS MORE CONSERVATIVE: CABLE IN AIR / CABLE TRAY IN CONDUIT 1/2" 5' 10' 7/8' 10" 18" 1 5/8" 20" 28' E. CABLES SHALL BE INSTALLED WITH THE MINIMUM NUMBER OF BENDS. CABLES SHALL NOT BE LEFT UNTERMINATED IN THE FIELD. F. GROUNDING KITS - AFTER INSTALLATION OF GROUND STRAPS, THE CONNECTION SHALL BE MADE WEATHER TIGHT USING WEATHERPROOFING KITS AS IDENTIFIED ABOVE GROUND PIGTAILS SHALL BE BROUGHT OUT IN THE DOWNWARD DIRECTION FROM THE CONNECTIONS TO THE ANTENNA CABLE WITHOUT ANY SHARP BENDS (MINIMUM BEND RADIUS 10') AND CONNECTION SHALL BE MADE TO GROUNDING SYSTEM. ANT. SECTION SECTOR i ALPHA SECTOR 2 (BETA SECTOR 3 OSAtiOI CURRENT GONFIG. PROPOSED CONFIG. CURRENT CONFIG. PROPOSED CONFIG. CURRENT CONFIG. xoR AZIMUTH (TN) 15' 140' ANTENNA MODEL RR45- 19- 06DPL4 RR45- 19- 04DPL4 -� COAX LENGTH IN FEET ALPHA TBD - ALPHA TEND COAX (ft) SIZE (in) 7/B" \ 7/8' �j l 120' !r 45' / OF COAX 120' 2 EDEN 2 IDEN # OF ANTENNAS 1 I 1 ANT. RAD CENTER 67' 69' PLANS PREPARED Br. ANT. LENGTH ARCHITECTURE - P WJNING . DENGN 5SSMUHZNGSWEET.SUA M ITrnxTDN mSnPAOO W127 4' c N. STECKLY * MAY 0 7 2007 � TP No. 202802 0° 4' Sprint° Toxe6wrwlM x %lEL 333 INVERNESS DRIVE SOUTH ENGLEWOOD, COLORADO W112 ERICSSON 10 6300 LEGACY DRIVE PLANO, TX 75D24 PROJECT INFORMATION: CROWN HILL DN73XCO94 CO-00267 LUTHERAN HOSPfTAL 8300 W. 38TH AVE. WHEATRIDGE. CO 80333 REV: DATE: DESCRIPTION: BY: P OSAtiOI GLIEMIENEW Ln o asmm IssLE xoR ANTENNA RE: 2/A4.0 P— -� ALPHA -� - ALPHA % \ 7,3 \ 35P 350' 350' EDEN EDEN EDEN �j l 120' 350' 350' 350' 15' EDEN EDEN EDEN COMA / 120' EDEN 10 11� IDEN I BETA PLANS PREPARED Br. CSAi cxARLBB srlEexLr axDxrrBCruRe, IRS. ARCHITECTURE - P WJNING . DENGN 5SSMUHZNGSWEET.SUA M ITrnxTDN mSnPAOO W127 / c N. STECKLY * MAY 0 7 2007 � TP No. 202802 0° DRAWNEIY. CHIC APY: SSB TN cs SHEET Trt1E: RF DATA SHEEP NUMBER: A21. VERIFY CONFIGURATION WITH THE CONSTRUCTION MANAGER AND CURRENT EBTS WORKSHEET PRIOR TO INSTALUNG. GENERAL NOTEC 1. THREADED RODS ON THE POLY- PHASOR RACK SHALL BE CUT 4' BELOW THE BOTTOM CROSS MEMBER AND CAPPED. 2. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURER'S SPECIFICATIONS, WHICH EVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 3. ALL MAIN CABLES SHALL BE COLOR CODED AT FOUR LOCATIONS: A) AT THE ANTENNA MOUNTING PIPE. B) AT THE BOTTOM OF THE TOWER. C) EXTERIOR PART OF THE COAX ENTRY PORT (AT THE SHELTER /CABINET WALL). D) INTERIOR OF THE SHELTER /CABINET. 4. ALL MAIN CABLES SHALL BE GROUNDED AT: A) AT THE ANTENNA MOUNTING PIPE. B) MIDDLE OF THE CABLE RUN IF OVER 200'. C) PRIOR TO ENTERING THE EQUIPMENT SHELTER /CABINET (WITHIN IF OF ENTRY). S. PROVIDE AT LEAST 6' OF SLACK IN THE MAIN COAXIAL CABLES AT THE TOWER TOP TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. 6. PROVIDE A DRIP LOOP AT THE BOTTOM OF THE TOWER BELOW THE TOWER BOTTOM GROUND CONNECTIONS AND AS THE CABLE TRANSITIONS TO THE SHELTER /CABINET. 7. CONTRACTOR SHALL VERIFY COAX CABLE TYPE, ANTENNA TYPE, AZIMUTHS, AND DOWN -TILTS WITH THE CONSTRUCTION MANAGER IMMEDIATELY PRIOR TO CONSTRUCTION. 8. WHEN EDEN ANTENNAS ARE REPOSITIONED TO ACCOMMODATE COMA ANTENNAS, EXISTING EDEN COAX AND JUMPERS MUST BE DRESSED IN FOR NEW ANTENNA LOCATION TO INCLUDE CURING BACK THE HARD LINE TO LENGTH, RECONNECT AND RE- SWEEP, TEST REWORKED LINES. NO EXCESSIVE SLACK TO BE LEFT ON COAX OR JUMPERS. 31 ANTENNA NOTES AND REQUIREMENTS 41 RF DATA NEW COMA ANTENNA RE: 2/A4.0 P— -� ALPHA -� - ALPHA % \ 7,3 \ 35P 350' 350' EDEN EDEN EDEN �j l 120' 350' 350' 350' 15' EDEN EDEN EDEN COMA / 120' EDEN 10 11� IDEN I BETA BETA E.1 jj � 12P % j EDEN EDEN MEN �' 120' EDEN i 120 DEN 140' COMA 121 CURRENT ANTENNA CONFIGURATION N.TS. I I PROPOSED ANTENNA CONFIGURATION N.T.S. a EXISTING EQUIPMENT PLAN NEW EQUIPMENT PLAN NOTE: THIS DRAWING WAS PROVIDED BY SPRINT /NEXTEL AND EXACT EQUIPMENT LAYOUT SHOULD BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTE: THIS DRAWING WAS PROVIDED BY SPRINT /NEXTEL AND EXACT EQUIPMENT LAYOUT SHOULD BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. Sprint' y > Te tI%ErwM REXTEL 333 INVERNESS DRIVE SOUTH ENGLEWOOD. COLORADO 80112 ERICSSON 8300 LEGACY DRIVE PLAND. TX 75024 PROJECTINFORMATON: CROWN HILL DN73XCO94 C000267 LUTHERAN H05PITAL 8300 W. 38TH AV . WHEATRIDGE. CO 80333 REM DATE: DESCMI ON: EY: A 0=07 CLEMRtM1'RW m 0 06g1,Vr !mE NOP PL PREPARED BT: CSAi ORARIffi ETECEELY ARCMRECTURE. Mu ARDHITEC RE - PLANNING - DESIGN 5935 OUTH LWG STREET, SUITE 3® flT1EFI B31Y rV CH Sid. STE KLY �a MAY Q 7 2007 a 11 cP� No.202802 Q DRAWN BY CHIC APY. SSB TN CS SHEETTRLE: EQUIPMENT SHELTER PLAN SHEET NU ESM A2.3 ?E e w Sprinf Tap rwINIL£]ITEL 3331NVERNESS DRIVE SOUTH ENGLEWOOD' COLORADO 88112 ERICSSON it 63081EGACY DRIVE PI-AND, TX 75024 PROJECT INFORMATON: CROWN HILL DN73XCO94 CO-00267 LUTHERAN HOSPITAL 8300 W. 38TH AVE. WHFATRIOGE. CO 80333 E D C 8 CLIPIE REVIEW A B B6glM Iss1E xBR EXISTING EQUIPMENT SHELTER ON ROOF (3) EXISTING MEN ANTENNAS FACE MOUNTED TO BUILDING r (1) COMA ANTENNA MOUNTED TO EXISTING FRAME PL s PREPA D BV: _T� -' -- r'I of 1 ! RE: 2/A4.0 (3) EXISTING VEN ANTENNAS ON EX ISTING e CH S N. * MAY 0 7 21007 � N0.202802 O DRAWN BY. CHK APV: SSB m cs SHEETTlT : ELEVATIONS SHEET NUMBER: A3.O 5 L_� FRAME REMAIN) TYP (1) NEW CDMA ANTENNA MOUNTED TO EXISTING BUILDING FACE - RE- 1/A4.0 (3) EXISTING iDEN ANTENNAS f u _-____..� ---T iI_.___._ PAINT NEW CDMA ANTENNA TO MATCH j EXISTING i ANTENNAS � U�.. —..� i + tltl . I--J 9 � 9 �.Li_ _.� I I 1-' � i i � � i 1 ------ 7 _ fir --� I � r I 1 I I —J T I �� I _ f j L _I L-i / r , __ — --------- .._ ------ - i I FIRST FLOOR - 100 .FINISH a _0. 2 SCALE: 10' 6 0 10' EAST ELEVATION r -fora^ ® 3 SCALE: 1P 5' 0 t0' WESTELEVATION r -ton^ 7 8 9 10 11 12 13 14 15 EXISTING EQUIPMENT ON ROOF SHELTER (3) EXISTING MEN MOUNTED ON FRAME ANTENNAS ---- -- - - -� (1) CDMA ANTENNA ON EXIST FRAME MOUNTED - RE- 2/A4. m � T� l T � / k (1) NEW CDMA ANTENNA FACE Y r / ! MOUNTED TO EXISTING BUILDING - RE: 1 A4.0 �/A I �� �� I � ��'-T— r i —TT \i \ \III 7\ Fl / F a � n LJ Y T r � l . /, /, / I . f , T 1 „ ./ / , / , / , �7, // ' , I // /// G am. FIRST FLOOR - FINISH SCALE: 10' T 0 1IT - SOUTH ELEVATION 1 ^ - 10,-0. Sprinf Tap rwINIL£]ITEL 3331NVERNESS DRIVE SOUTH ENGLEWOOD' COLORADO 88112 ERICSSON it 63081EGACY DRIVE PI-AND, TX 75024 PROJECT INFORMATON: CROWN HILL DN73XCO94 CO-00267 LUTHERAN HOSPITAL 8300 W. 38TH AVE. WHFATRIOGE. CO 80333 REV. DATE: DEGCRIPTON: BY. A IXl9LOOl CLIPIE REVIEW SBB B B6glM Iss1E xBR PL s PREPA D BV: CSAi CNpRLE9 STECKLY ARCMRECTURE, IIIC. ARCHITECTURE - FINNING - DMGN 5933 WD ZA STREET, SURE 2EB mIn r® 3 ENSURE e CH S N. * MAY 0 7 21007 � N0.202802 O DRAWN BY. CHK APV: SSB m cs SHEETTlT : ELEVATIONS SHEET NUMBER: A3.O i �e �R QQ �w 0 �D. TING FRAME ANTENNA MOUN TING DETAIL Sprint y TOgB1 ,.M Me%lEL 3 TWIN RNESSDRIVESOUTH ENGLEWOOD, COLORADO 80112 I PROJECTINFORMATON: CROWN HILL DN73XCO94 CO-00267 LUTHERAN HOSPITAL 8300 W. 38TH AVE. WHEATRIOGE. CO 80333 RIM. DATE: DESCRIPTION: BV: A OYnN -- _ GSB NOTE aSWM Iss1E MDR _ CONTRACTOR TO VERIFY EXISR CONDITIONS AS SHOWN ON DRAWINGS CONTACT ARCHITECT / ENGINEER IF NEW CDMA ANTENNA MOUNTED — -�'� EXISTING CONDITIONS DO NOT MATCH CONDITIONS SHOWN ON DRAWINGS TO NEW 2 3/8 PIPE MAST W �.�� PLANS PREPAREo 6Y. 1/2" U -BOLTS (lYP) ARCHITECTURE - PLANNING. DMGN 593MWH]ANG.. .,AA . mrn MISU T LY I L C S R. -� o. MAY (b 5 2007 �` Ts Plo. zozsoz DRAWN BV: CHIC ATV: sse TN cs SHEETTR .. RF DATA t DETAILS SHEET NUMOER: /i i � NEW 2 3/8 PIPE / * PIPE TRANSFER KIT MIS - $XP2020 iI \ i 2A (E) ANTENNA FRAME _� � A4.0 �. * (HARD CONNECTED E 4.0 PIPE ROOF) O TO EXISTING I m (E) ROOFING SYSTEM NEW 2 3/8" PIPE MOUNT (3) EXISTING WEN ANTENNAS ATTACH TO EXISTING SHIFT DOWN AS REQUIRED TO ANTENNA FRAME W/ %� •- --- - `�' = - "' LGL��- - ACCOMMODATE NEW COMA 1/2 U -BOLTS (TP) ANTENNAS - RE: RF DATA �(E) 10' -0 NEW COMA ANTENNA 4 CONC. STRUCTURE RE: RF DATA FOR . ANTENNA AZIMUTH A SECTION - INFORMATION 21 ANTENNA MOUNTING DETAIL (ANTENNA FRAME) 6 - FOR ANTENNA RAD CTR NEW PANEL ANTENNA PAINT TO MATCH (E) ' BUILDING NEW COAX CABLE RUN ROOF - W/ UN 4!-0" UNISTITUf O 4' -O O.C. I (4) 5/8 MASONRY ANCHORS POWER FASTENERS #6940 K MIN 2 3/4 MIN. EMBED NEW ANTENNA MOUNT a MTS PART# MT -248 GALVANIZED WALL - MOUNT OR SIMILAR ANTENNA MOUN TING DETAIL Sprint y TOgB1 ,.M Me%lEL 3 TWIN RNESSDRIVESOUTH ENGLEWOOD, COLORADO 80112 ERICSSON 8 NO, ORIVE PIANO, TX 75024 PROJECTINFORMATON: CROWN HILL DN73XCO94 CO-00267 LUTHERAN HOSPITAL 8300 W. 38TH AVE. WHEATRIOGE. CO 80333 RIM. DATE: DESCRIPTION: BV: A OYnN CI3ENI �W GSB o aSWM Iss1E MDR PLANS PREPAREo 6Y. C SAi cxan Irtelaar , Inc. ARCHITECTURE - PLANNING. DMGN 593MWH]ANG.. .,AA . mrn MISU T LY I L C S R. -� o. MAY (b 5 2007 �` Ts Plo. zozsoz DRAWN BV: CHIC ATV: sse TN cs SHEETTR .. RF DATA t DETAILS SHEET NUMOER: A 4eO a .... _ ................... _ ... DIVISION 18 - GENERAL ELECTRIC GENERAL ELECTRICAL PROVISION 1. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 24. THE CONTRACTOR SHALL COORDINATE THE ELECTRICAL DRAWINGS WITH ALL OTHER PROJECT DRAWINGS AND TRADE PRIOR TO ANY ROUGH IN. 25. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH RECOMMENDATIONS OF THE MANUFACTURER AS APPROVED BY THE PROJECT MANAGER, AND TO CONFORM WITH THE CONTRACT DOCUMENTS. 2. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATIONS ANTENNA CABLE COVER ASSEMBLY TEST, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE 26. THE INSTALLATION SHALL BE ACCOMPUSHED BY WORKMEN ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SKILLED IN THIS TYPE OF WORK. SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ARCHITECT HARE TINNED COPPER WIRE LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 27. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR TO BTS EXCAVATION. 3. HEIGHTS SHALL BE VERIFIED WITH OWNER PRIOR TO CONDUIT INSTALLATION. 28. CONTRACTOR TO INSTALL ALL EQUIPMENT SO IT IS CIGBE STRUCTURALLY SOUND AND DOES NOT AFFECT THE STRUCTURE ON C THESE PLANS ARE DIAGRAMMATIC ONLY, FOLLOW AS CLOSELY AS WHICH IT IS MOUNTED. POSSIBLE. DRAWING 5. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY 29. CONDUIT TAGGED IN EACH PANEL BOARD, PULLBOX, J -BOX, SWITCH BOX, ETC., A. RIGID CONDUIT SHALL BE U.L LABEL GALVANIZED ZINC COATED IN COMPLIANCE WITH OCCUPATIONAL SAFETY AND HEALTH ACT WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR (O.S.HA). UNDER CONCRETE SLABS IN CONTACT WITH THE EARTH, UNDER GND PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING 6. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS INSURANCE, EXTERIOR. RIGID CONDUIT IN CONTACT WITH EARTH SHALL BE 1/2 EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, LAPPED WRAPPED WITH HUNTS WRAP PROCESS NO. 3. ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED GALVANIZED RIGID STEEL THROUGHOUT AND AS INDICATED ON DRAWINGS AS SPECIFIED HEREIN B. ELECTRICAL METALLIC TUBING SHALL HAVE U.L LABEL, FITTING AND /OR AS OTHERWISE REQUIRED. SHALL BE GLAND RING COMPRESSION TYPE WITH INSULATED ISCW THROATS. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. 7. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT PERSONAL COMMUNICATION SERVICE CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L LISTED LABEL OF THE SAME MANUFACTURER THROUGH FOR EACH CLASS OR GROUP AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL OF EQUIPMENT. MATERIALS SHAT BE LISTED "J" WHERE SUBJECT BE "JAKE" OR "SQUEEZE" TYPE, SEAL TIGHT FLEXIBLE CONDUIT. TO SUCH APPROVAL MATERIALS SHALL MEET WITH APPROVAL OF THE ALL CONDUIT SHALL HAVE FULL SIZE EQUIPMENT GROUND WIRE. DIVISION OF INDUSTRIAL SAFETY AND ALL GOVERNING BODIES HAVING PROVIDE FLEX CONNECTIONS TO ALL EQUIPMENT AND JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE TRANSFORMERS. SEALTRE SHALL BE USED FOR ALL CONNECTIONS WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA. AND NBFU. TO MOTORS, AND EXTERIOR EQUIPMENT. 8. CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH TELEPHONE ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.S.HA D. CONDUIT RUNS SHALL BE SURFACE MOUNTED IN CEILINGS OR UNO WALLS UNLESS INDICATED OTHERWISE CONDUIT INDICATED SHALL 9. CONTRACTOR SHALL SECURE ALL NECESSARY BUILDING PERMITS RUN PARALLEL OR AT RIGHT ANGLE TO CEILING. FLOOR OR BEAMS. AND PAY ALL REQUIRED FEES. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH THE OWNER CS PRIOR TO INSTALLING. NO HORIZONTAL CONDUITS SHALL BE BELOW 10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE 7' -6" AF.F. NO BX OR ROMEX CABLE IS PERMITTED. (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT E. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 PERIOD SHALL BE CORRECTED AT ONCE UPON WRITTEN NOTIFICATION, (UNLESS NOTED OTHERWISE) AT A MINIMUM DEPTH OF 24" BELOW AT THE EXPENSE OF THE CONTRACTOR. GRADE THERE SHALL BE NO PVC CONDUIT INSIDE OF THE BUILDING OR ABOVE GRADE IF ABOVE GROUND, IT SHALL BE 11. ALL CONDUIT ONLY (C.O.) SHALL HAVE A PULL WIRE OR ROPE CHANGED TO STEEL. CONDUIT. A TENSILE STRENGTH OF 200# & A MEASURING DEVICE TIED OFF AT F. CONDUIT TYPES & SUPPORTS SHALL BE PER N.E.C. 12. PROVIDE PROJECT MANAGER WITH ONE SET OF COMPLETE G. MINIMUM SIZE IS 1/2" UNLESS NOTED OTHERWISE ON THE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE DRAWINGS AND SHALL BE INSTALLED IN A CONCEALED MANNER. JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS AND CIRCUITS. H. IF ALLOWED BY THE OWNER OR ENGINEER, CONDUIT MAY BE 13. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP INSTALLED IN AN EXPOSED MANNER IN CERTAIN LOCATIONS. IF DRAWINGS, ETC., SHALL BE TURNED OVER TO THE OWNER AT JOB EXPOSED, IT SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO COMPLETION. THE LINES OF THE BUILDING. 14. USE T -TOP CONNECTIONS ON ALL MULTI- CIRCUITS WITH I. RIGHT ANGLE BENDS SHALL BE MADE WITH STANDARD ELBOWS. COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURES. WHERE EXPOSED AND, BELOW 6 FEET ABOVE THE FLOOR AND SUBJECT TO PHYSICAL DAMAGE, IT SHALL BE G.R.S. CONDUIT. 15. ALL CONDUCTORS SHALL BE COPPER. 16. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING SHORT CIRCUIT CURRENT TO WHICH THE MAY BE SUBJECTED AND A MINIMUM OF 10,000 AI.C. 17. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 18. PATCH, REPAIR AND PAINT ANY AREAL THAT HAS BEEN DAMAGED IN THE COURSE OF THE ELECTRICAL WORK. 19. PENETRATIONS IN FIRE RATED WALL SHALL BE FIRE STOPPED IN ACCORDANCE WITH APPLICABLE LOCAL BUILDING CODES. 20. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. 21. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER }2. 22. METER SOCKET AMPERES, VOLTAGE, NUMBER OF PHASES SHALL BE AS NOTED ON THE DRAWINGS. MANUFACTURED BY "SQUARE D COMPANY ", OR APPROVED EQUAL 23. ALL MATERIALS SHALL BE U.L. LISTED ELECTRICAL SPECIFICAT J. WHERE CONDUIT PENETRATES WALLS, CEILINGS AND /OR FLOORS, THE CONTRACTOR SHALL PATCH AROUND CONDUIT TO PROVIDE A TIGHT SEAL AND THE SURFACE WILL BE LEFT IN A CONDITION TO MATCH THE EXISTING. ALL CONDUIT THAT PASSES THROUGH A RATED. FIREWALL OR FLOOR SHALL USE APPROVED FIRESTOPS. EVEN IF NOT SHOWN ON THE DRAWINGS. K. LABEL ALL CONDUITS AT ALL JUNCTION BOXES, PANELS, ETC., AND ALL JUNCTION AND OUTLET BOXES SHALL BE PAINTED WHITE ENAMEL BOTH ON THE INSIDE AND OUTSIDE OF EACH BOX. L CONTRACTOR WILL NOT BE ALLOWED TO USE AC ", "MC ", "NM" TYPE WIRING SYSTEMS WITHOUT THE WRITTEN PERMISSION OF THE OWNER. 30. DISCONNECT SWITCH & FUSE A ALL FUSIBLE DISCONNECT SWITCHES SHALL BE HEAVY DUTY WITH VOLTAGE AND NEMA RATING AS INDICATED. FUSIBLE SWITCHES SHALL BE USED WITH CLASS R FUSES. B. LABEL ALL DISCONNECT SWITCHES WITH RESPECT TO THE EQUIPMENT THEY CONTROL AND TO THE FUSE SIZE AND TYPE C. ALL DISCONNECT SWITCHES USED WITH MOTORS SHALL BE HORSEPOWER RATED. SIZE FUSE PER N.E.C.. D. PROVIDE A SPARE FUSE CABINET WITH AT LEAST 10% SPARE FUSES OF EACH SIZE AND TYPE, WITH A MINIMUM OF 3 EACH. PROVIDE A NAMEPLATE ON THE SPARE FUSE CABINET INDICATING THAT ONLY THE "RK1" TYPE OF FUSES SHOULD BE RESTOCKED TO MATCH EXISTING. 31. ENCLOSURES A. - ELECTRICAL EQUIPMENT INSTALLED INDOORS SHALL BE IN NEMA 1, OR GENERAL PURPOSE ENCLOSURES. B. ELECTRICAL EQUIPMENT INSTALLED OUTDOORS SHALL BE IN NEMA 3R, OR WEATHERPROOF ENCLOSURES. 32. BOXES A ALL BOXES SHALL BE PER N.EC. AND SIZED PER CODE BASED ON THE NUMBER OF WIRES ENTERING OR LEAVING EACH BOX. B. IDENTIFY ALL OUTLET, JUNCTION AND PULL BOXES ACCORDING TO THE SYSTEM CARRIED BY MEANS OF PAINTED ON STENCILS OR LABELS, WITH LEGIBLE LETTERS AND CONTRASTING COLORS AND WITHOUT ABBREVIATIONS. C. ALL BOXES SHALL BE A MINIMUM OF 1 -1/2" DEEP BY 4" X 4" SQUARE OR OCTAGONAL WHEN USED WITH FIXTURES UNLESS A LARGER SIZE IS REQUIRED BY THE DEVICE OR NUMBER OF WIRES BEING INSTALLED OR PER CODE ALL BOXES SHALL BE PRESSED STEEL GALVANIZED TYPE U.N.O. ON THE DRAWINGS. BOXES FOR MASONARY -BLOCK OR TILE WALLS SHALL BE SQUARE CORNERED TYPE 33. PANELS A ALL PANELS SHALL BE AS INDICATED ON ONE -LINE DIAGRAM AND PANEL SCHEDULE. B. FURNISH TYPEWRITTEN DIRECTORY BOARDS TO IDENTIFY EACH CIRCUIT. NOTE SPARE CIRCUITS ON DIRECTORY CARDS IN PENCIL C. CLEAN OUT ALL DIRT AND DEBRIS IN ALL ELECTRICAL EQUIPMENT, PANELS AND SWTTCHGEAR. 34. CONDUCTORS A ALL WIRE SHALL BE COPPER U.N.O. ON THE DRAWINGS. WIRE $12 & #10 SHALL BE SOLID; LARGER WIRES SHALL BE STRANDED U.N.O. B. TAG ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS IN ALL ENCLOSURES, JUNCTION BOXES, PANELS, ETC., TO INDICATE ITS CIRCUIT AND PANEL NUMBER FROM WHICH IT IS FED. C. FEEDERS #4 AND LARGER SHALL BE XHHW OR THWN. SMALLER WIRES SHALL BE T14W OR BETTER. D. WIRES USED AT 100A OR LESS SHALL USE 6OC RATING; ABOVE 10GA SHALL USE 75 - C RATING. 35. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 36. CONTRACTOR TO COORDINATE THE ELECTRICAL SERVICE WITH THE UTILITY COMPANY. CONTRACTOR TO COORDINATE WITH UTILITY COMPANY FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. 37. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL POTENTIAL GROUND TESTS FOR APPROVAL. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. ABBREVIATIONS ACCA ANTENNA CABLE COVER ASSEMBLY AWG AMERICAN WIRE GAUGE BOW BARE COPPER WIRE STCW HARE TINNED COPPER WIRE BSCW BARE STRANDED COPPER WIRE BTS BASE TRANSMISSION SYSTEM C CONDUIT CAB CABINET CIGBE COAX ISOLATED GROUND BAR EXTERNAL CO CONDUIT ONLY DWG DRAWING EMT ELECTRICAL METALLIC TUBING (E) OR EX. EXISTING GEN GENERATOR GFI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND GPS GLOBAL POSITIONING SYSTEM GR GROWTH GRS GALVANIZED RIGID STEEL IGR INTERIOR GROUND RING (HALO) IMC INTERMEDIATE METAUJC CONDUIT ISCW INSULATED STRANDED COPPER WIRE PITS PERSONAL COMMUNICATION SERVICE PPC POWER PROTECTION CABINET PRC PRIMARY RADIO CABINET PVC POLYVINYL CHLORIDE CONDUIT PWR POWER CABINET RWY RACEWAY S.LD. SINGLE LINE DIAGRAM SS STAINLESS STEEL TEL TELEPHONE TYR TYPICAL UNO UNLESS NOTED OTHERWISE WP WEATHERPROOF EQUIPMENT XFMR TRANSFORMER Sprint' � Te99639r WM NEXTEL 3331NVERNESS DRIVE SOUTH ENGLEWOOO,COLORADO W112 ERICSSON 6300 LEGACY DRIVE PLANO, TX 76024 PROJ=INFORMATON: CROWN HILL DN73XCO94 C000267 LUTHERAN HOSPITAL 8300 W. 38TH AVE. V,HEATRIDGE, CO 80333 REV. DATE: DES MR 10N: EN: A oxwm Q1ENIfEJElN ssa o aso3m3 1581£ LR PUNS PREPARED BY: CSA1 CXAR ee STEDI(LY ARDXrtECTORP 133c. ARCHITECTURE. PLANNING- DESIGN 5935MWHLWGSTREET.SURE391 NFREf W117 0 suRE f n C Gil A3 �� d[�AT `- X00/ � N No.202602 0 11 `�/ DRAWN BY. CHIC APY. SSB TIN CS SHEETTTIP: ELECTRICAL SPECIFICATIONS F SHEET � 11 1� NUMBER: E L `w yy I S X 2 e 9 1E Qa o f 6 N a� �w 7� �a GROUNDING STANDARDS GENERAL ELECTRICAL PROVISION 1. DEMITTONS AGB - ANTENNA GROUND BUM AM - MOM WIRE GUAGE CAD WELDING - AN EXOHERMIC WELDING PROCESS WHICH CREATES POSITIVE CONTACT OF GROUNDING CONDUCTORS EMT - ELECTROAL METAL TUBING (LOW GUAGE METAL CONDUIT) MGB - MISTER GROUND BUSS PVC - POLY VINYL CHLORIDE CONDUIT IM - RADIO FREQUENCY INTERFERENCE MW - LETTER TYPE DESIGNATON FOR CONDUCTOR INSULATION THAT IS A MOISTURE AND HEAT RESISGNT THERMOPLASTIC WITH A "BELEM OPERATING TEMPERATURE OF 75 DEGREES CELSIUS OR 157 DEGREES FAHRENHEIT. T/I - TENANT IMPROVEMENT 2.0 BACKGROUND 2.1 AREAS OF CONCERN: WHEN DESIGNING A GROUNDING SYSTEM FOR A MOBILE RADIO FACUIY THERE ARE FOUR INTERRELATED AREAS OF CONCERN. THE BASIC OBJECTIVE FOR EACH 5: A UGHRBNG PROTECTION - TO AMMAN ALL EQUIPMENT AT THE BRAE POTENTIAL DURING A UGHTING IMPULSE B. RFI FOR NOISE INDUCTION CONTROL - TO ESTABLISH THE LOWEST POSSIBLE INPMANCE AMONG ALL EQUIPMENT. C. EUECTROSTATC CONTROL - TO REDUCE EECPWRATIC DISCHARGE PROBLEMS D. PERSONNEL SAFETY - MNWNN A MINIMUM VOLTAGE DIFFERENCE BETWEEN ANY TWO METAWC OBJECTS WHICH PERSONNEL MICW CONTACT SIMULTANEOUSLY 2.2 A/C GROUNDING IN THIS GROUNDING SYSTEM THE A/C SOMCE GROUND SHALL BE KEPT ISOLATED FROM THE EQUIPMENT FRAME MW AND LIGHTNING PROTECTION GROUND SYSTEMS EXCEPT MR ONE SPECIFIC POINT. THIS MEW IS THE MAIN GROUNDING POW OF THE SYSTEM. THIS WOULD TYPICA BE CUNMCTNG THE A/ R: C RMCE GROUND AT THE COMMERCIAL ER POW RISER POLE DISCONNECT /METER BASE TO THE EXTOWN. GROUND RING. IN THE CASE OF TENANT IMPROVEMENT SITES T MAY BE A COLD WATER PIPE OR BUILDING STEEL. 2.3 UGKMING CONSIDERATIONS LIGHTNING DAMAGE OCCURS FROM ETHER INDUCTION OR FROM AN ACTUAL DIRECT STRIKE TO THE BUILDING USUALLY TAKEN THROUGH THE TOWER AND /OR ANTENNAS. STRIKES TO OTHER NEARBY OBJECT INDUCE HIGH ENERGY INTO POWER OR TELEPHONE CABLES ENTERING THE BUILDING. THIS TYPE OF EFFECT HISTORICALLY CAUSES MOST OF THE DAMAGE M THE BUILDING AND ITS CONTENTS. 3.1 MATERIALS: A #2 ANC, BARE SOLID TINNED COPPER WIRE, FOR ALL EXTERIOR CONDUCTORS AND TOWER GROUND BAR CONDUCTORS OR AS OTHERWISE SPECIFIED. THE GROUND WIRE TO THE MOB SMALL, BE GREEN JACKETED STANNDED 1/0 AM WIRE CAD WELDED TO THE BUSS BAR AND CONNECTED TO THE GROUND RING ON A GROUND ROD. B. /2 ANC, INSULATED STRANDED COPPER CABLE IS ACCEPTABLE FOR INTERIOR GROUND WCONDUCTORS ON TENANT IMPROVEMENT SITES. C. 5/e x 10 GROUND RODS OF SOLD COPPER, STNMESS STEEL OR COPPER CLAD HIGH STRENGTH STEEL 32 MASTER GROUND BAR (MGB) THE PURPOSE OF TIE MASTER GROUND BAR IS TO GROUND THE BITS AND ANY OTHER METAUJC OBJECTS AROUND THE M. THE NOB IS A COPPER BAR MEASURING 4W x 24L x 1/4 LOCATED AS CLOSE TO THE GETS AS POSSIBLE THE MGB SHALL HAVE MINIMUM NUMBER OF 27 EACH 7/16 HOLES GROUND BAR SHAD. BE SUPPORTED BY MOUNTING BRACKETS WITH INSULATOR STANDOFFS. A GREEN JACKETED 1/0 AWG. AS SPECIFIED IN SECTION 3.1 A OR B. CONDUCTOR SHALL BE CAD WELDED TO THE BUSS BAR. THIS CONDUCTOR SHALL BE KEPT SEPARATE AND ISOLATED UNTIL TERMINATING AT THE MAIN GROUNDING POINT, (I.E. EXTERIOR GROUND RING, COLD WATER PIPE OR BUILDING STEEL). 3.3 ANTENNA GROUND BAR (AGB) THE AGS IS A COPPER BAN MEASURING 4W x 24L x 1/4 OR A 4W x 12L x GROUND BARS AND ISOLATED UNTIL TERMINATING AT ME AWN GROUNDING POEM C.E. EXTERIOR GROUND RING, COI) WATER PIPE OR BUILDING STEEL). THE AM DAN BE HOME RUN TO THE MGB ON A TA WHERE BUILDING STEEL EUSTS. 3.4 GROUND ROD AND GROUND RING PLACENEW THE OUTSIDE GROUND RING SMALL BE PLACED AROUND THE GETS AT A DISTANCE OF TWO (2) FEET FROM THE GEES AT A DEPTH OF 2' -6' OR 6 BELOW THE MOST LINE WHICHEVER IS DEEPER, RODS SHALL BE DRIVEN TO A DEPTH SUCH THAT THE TOP OF THE RODS IS AT THE LEVEL. OF THE GROUND RING CONDUCTOR THE RODS SHALL BE PEALED MINIMALLY ALONG THE RING TH THE FOLLOWING LOCATIONS. A BELOW THE AREA OF THE INTERNAL MASTER GROUND EVER (MCB) FOR CONNECTION TO THE MGB. B. BELOW 'THE UTUTY RACK FOR CONNECTION TO THE MAN BUILDING COMMERCIAL POWER DISCONNECT, C. BELOW THE CORNERS OF TIE TITS D. AS REQUIRED TO ACHIEVE A MAXIMUM SPACING OF TO (10) FEET BETWEEN GROUND RODS AMONG THE RING PERIMETER. E. AS REQUIRED ALONG THE RING PERIMETER TO ACHIEVE 5 OHMS OR LESS RESISTANCE WHEN TESTED (REF. 4.5) F. TWO RODS LOCATED ON OPPOSITE SIDES AT EACH TOWER LEG OR MONOPOLE G. ONE ROD LOCATED BENEATH EACH END OF THE WAVE GUIDE BRIDGE OR CABLE TRAY. H. ONE ROD LOCATED ADJACENT TO THE STANDBY GENERATOR, AND IF SEPARATEO BY MORE THAN TEN FEET, ONE LOCATED ADJACENT TO ME NE TANK. ONE ROD LOCATED AT THE BASE OF THE TOWER FOR THE AGB 3 TOWER GROUNDING ALL MONOPOLES SHALL HAVE TWO GROUND RODS (MINIMUM). ALL DRIER TOWERS SHAT HAVE TWO GROUND RODS PLACED AT THE BASE OF EACH TOWER LEG. EACH MONOPOLE OR TOWER LEO SHALL BE WADED TO THE SYSTAI MA TWO 112 ME TINNED SOUR CONDUCTORS. GAD WEIRS SCOW. BOND THE CONDUCTORS TO ONLY STRUCTURAL BASE PITIES OR LUGS OR EARS AS MAY BE PROVIDED . NO CAD WELD CONNECTIONS SHALL BE MADE TO THE VERTICAL WALLS OF THE STRUCTURE B. GATE POSTS GATE POSTS SHALL BE GROUNDED TO EACH TITHER WITH A BURIED CABLE TO ENSURE THE ENTIRE FENCE HAS ELLCIRICAL CONTINUITY. CONNECTIONS SHALL BE GAD WELDED TO THE POSTS WITH /2 AM BARE SOLD TNNED COPPER WIRE C. GATES GATES SHNJ. BE BONDED TO GATE WITH A JACKETED 1/0 AM STRANDED INSULATED CABLE THE CONNECTION SHALL BE CAD WELDED TO THE GATE POST AND MECHANICAL TO THE GATE FRAME. D. ALL DOWN LEADS TO EARTH WILL BE ENCASED IN 3/4 INCH PVC NON- MEFAWC AND SEALED WITH SILICONE 3.8 GENERATOR FUEL TANK GROUNDING THE GENERATOR FUEL TANK SHALL BE CONNECTED IN AT LEST ONE PEACE TO THE MAN EXTERIOR GROUND RING. CAD WELDED CONNECTIONS SHALL BE MADE BETWEEN THE NEAREST EMERIOR GROUND RING GROUND ROD AND ONE SUPPORT LEG OF THE FUEL TANK USING /2 AM RARE SOM TNNED COPPER WIRE 3.9 EQUIPMENT ROOM GRGINDRIG THE MASTER GROUND BAR (MGB) SERVES AS THE COLLECTION MEW FOR THE BLS AS WELL AS ALL INTERIOR NON- ELECTRICAL GROUNDED METAL MATERIALS, HVAC GRILLS, DOOR FRAMES/DOORS, TELCO BOARD, UNISTILITS, GABLE TRAYS, ALARM JUNCTION BOX, ETC., SHALL BE GROUNDED WITH /6 AM SIFANDED (GREEN) GROUND WIRES WITH INDIVIDUAL RUNS BACK TO THE MOB. (THE CABLE TRAY, DOOR /FRAME AND UNISIRUT MAY BE JUMPERED TOGETHER AND HAVE A SINGLE GROUND WERE CONNECTON TO THE MGB. ME STEEL SKIDS OF THE SHELTER SHALL BE GROUNDED DIRECTLY TO THE GROUND RING IN TWO PLACES (OPPOSITE CORNERS) WITH CAD WELDED CONNECTIONS. 3.10 WALL PENETRATION SLEEVES ALL WALL PENETRATIONS MR GROUND CONDUCTORS SHALL HAVE A PVC CONDUIT SLEEVE THAT IS AT A 45 DEGREE ANGLE AND WEATHER SEALED WNW SILICONE 3.11 A/C COMMERCIAL POKER GROUNDING CONNECTIONS AT THE ON -SITE RISER POLE LOCATION OR UNDERGROUND SERVICE ENTRANCE LOCATION, THE A/C SERVICE SHALL BE MECHMCALLY BONDED TO THE A/C SERVICE EMWICE GROUND AS SPECIFIED BY THE NATIOMIL DE ERIC COOS ARTCLE 250, AND /OR APPROPRIATE LOCAL CODES. A SEPARATE GROUND ROD SHALL BE PROVIDED AT THIS POEM, AND SHALL BE CONNECTED TO THE EXTERIOR GROUNDING RING. A SEPARATE A/C SERVICE GROUND AND NEUTRAL SHALE. THEN BE ROUTED TO AND CONNECTED TO THE MAN DISCONNECT INSIDE THE BUILDING. 3.12 GENERATOR RECEPTACLE GROUNDING TIRE GENERATOR RECEPTACLE (APPLETON PLUG) SHAL BE GROUNDED THROUGH THE ELECTRICAL SYSTEM. NO GROUND ROD OR DOWN LEAD IS REQUIRED AT IRIS LOCATON. 3.13 COAX BRIDGE /CABLE TRAY GROUNDING BOND THE COAX BRIDGE OR CABLE TRAY TO THE AGB WITH GREEN 02 STNINDED GROUND WERE. THESE CONNECTIONS SKALL BE DOUBLE LUG BOLTED / SCREWED MECHANICAL CONNECTIONS WITH STAR LOCK WASHERS AND NO -OX GRFARE 3.14 CAD WELD AND MECHANICAL BONDING 3.18 BONDING PREPARATION k FINISH ALL SURFACE REQUIRE PREPARATION PRIOR TO BONDING OF THE OTHER CAD WELD OR MECHANICAL FASTENERS. GALVANIZED SURFACES SHALL BE GROUND OR SANDED TO THE POINT OF EXPOSING THE STEEL SURFACE BELOW. PRIOR TO BONDING THE GROUND CONDUCTOR. FOR OTHER SURFACES INCLUDING COPPER BUSS BARS ALL PAW, RUST, TARNISH, AND GREASE SWILL BE REMOVED PRIOR TO BONDING THE GROUND CONNECTOR CAD WELD TYPE BONDS (EXCEPT BUSS BARS) SHAH BE FINISHED WITH THE MPUCATON OF COLD GALVANIZATION AND WHEN MPUCABLE FINISH PANTED WITH AN ARPROPRATE COLOR AS REQUIRED. MECHANICAL TYPE BONDS ON BUSS BARS SHALL BE FINISHED WITH ME MPUCATON OF COLD GALVANIZATION AND OR THE APPROPRIATE PAW TO MATCH AS REQUIRED. A1FFii?]IIR[t THE OUTSIDE GROUND RING SHVl BE TESTED AFTER INSTALLATIONS BUT PRIOR TO BACK FIWNG THE GROUND RING TRENCH. THE GROUND FIELD RESISTANCE SHALL MEASURE 5 OHMS OR LESS TO GROUND. ANY DIFFICULTY IN ACMIEWNG THIS LEVEL OF RESISTANCE MUST BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. THE RESISTANCE TO GROUND SHAL BE MEASURED USING THE FALL OF THE MTEMAL METHOD. TESTING SHAL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY FROM WHICH A WRITTEN REPORT SHALL BE PRODUCED FOR RENEW BY THE PROJECT MANAGER. 320 SPECIAL CONDITIONS: WHEN SOIL CONDITIONS EXIST (I.E., NON- COMPATBLE ROCK, GRAVEL SHALE, M. 11{AT PREVENTS THE INSTAWTON OF THE STANDARD GROUNDING SY AND PROCEDURES, THEN THE FOLLOWING PRECEDURES SHALL BE IMPLEMENTED: 320.1 EXTERNAL GROUND RING THE EXTERNAL GROUND RING SHALL EXTEND TO THE MAXIMUM ALLOWABLE OEM IN 95% COMPATBLE SOIL 3202 GROUND RODS (REPIACEAENT) WHEN GROUND RODS CANNOT BE DRIVEN INTO THE SOIL VEMCALLY TO A DEPTH DESCRIBED IN PARAGRAPH 4.10.1, AND REMAIN IN 95% COMPATIBLE SOIL THEN THE FOLLOWING METHODS OF WBSTRUIION MAY BE USED. THESE PRE SUGGESTED METHODS ONLY, AND EACH CASE SHOULD BE REVIEWED BY TIE PROJECT MANAGER. THE PURPOSE IS TO ACHIEVE THE LOWEST IMPEDANCE TO GROUND, IN ANT' CASE, EQUAL TO OR LESS THAN 5 OHMS. 3.20.2.1 ROCK WITH SOME OR NO SOIL COVER FOR SITES WHICH HAVE SOIL CONDITIONS WHICH CONSIST OF SOLD OR SEMI SOLID ROCK BELOW ABOUT THREE FEET OF COMPATIBLE SOIL A COMBINATION OF METHODS MAY BE USED. A A COMBINATION OF SHORT GROUND RO05 MAY BE USED WITH 3' RE SQUA 1/4 COPPER PLATES A MINIMUM OF TWO PLATES SHOULD BE USED AND SHOULD REPLACE GROUND RODS ON A EQUNALENCY OF TWO GROUND ROD LENGTHS PER COPPER PLATE THE COPPER PLATE SHOULD BE PLACED IN A MINIMUM r BENTONM WE AND COVERED WITH 3" OF BENTONTIE FELL PRIOR TO BACKFIW D. CAD WELD OR OTHER APPROVED EXOTHERMIC WELDING SYSTEM FOR BONDING AS SPECIFIED. E KR OR OTHER APPROVED MEMIGY. GROUND RODS, ALL CHEMICAL GROUND RODS SHALL 89 UL APPROVED. F. SOLD COPPER PLATES OF MINIMUM 3x 1/4 SM AS SPECIFIED. G. NO-OX OR APPROVED EQUAL CONDUCTIVE MEDIUM MATERIAL SHALL BE USED IN ALL MECHANICAL CONNECTIONS. H. 15 AM STRANDED INSULATED (GREEN) FOR ALL INTERNAL EQUIPMENT GROUNDING. 1. MECHANICAL FASTENERS (I.E. DOUBLE LUGS, SPLIT BOLTS PAR ALLEL. CONNECTORS) SHALL BE BRONZE, BRASS, COPPER OR STANEESS STEEL AND HAVE NO —OX BETWEEN CONDUCTOR AND CONNECTION. J. COLTS, NUTS AND SCREWS USED TO FASTEN MECHANICAL CONNECTORS SHALL BE BE STAINLESS STEEL WITH STAR TYPE STAINLESS STEEL LOCK WASHERS. K. ALL LUG TUBE FASTENERS SHALL PROVIDE TWO HOLES TO ALLOW A DOUBLE BOLT CONNECTION. L ALL GROUNDING MILE IN CONCRETE SHAU. BE IN PVC CONDUIT. NO METAWC CONDUIT SHN1 BE USED FOR GROUNDING CONDUCTOR SLEEVES. M. AU. GROUNDING ELECTRODES SHAL BE BONDED TOGETHER PER NEC 250-50. PROVIDE ALL GROUNDS AS REQUIRED BY THE N.E.C. IN ADDITION TO GROUNDING SHOWN. W ALL GROUNDS SHAU. BE TINNED COPPER. 0. DO NOT INSTALL BURIED GROUND RING OUTSIDE OF PROPERTY LINE CONTRACTOR SHALL NOTFY OWNERS REPRESENTATIVE WHEN THE BURIED GROUND RING IS INSTALLED SO THE REPRESEMATIVE CAN INSPECT GROUND RING BEFORE IT IS BACKFILLED, GROUNDING SPECIFICATIONS 3.6 ANTENNA GROUNDING EACH ANTENNA COAXIAL CABLE SHALL TYPICALLY BE GROUNDED AT THREE POINTS USING A COAXIAL CABLE KT FROM THE MANUFACTURER OF THE ANTENNA CABLE A TYPICAL INSTAUATON SHALL BE AS FOLLOWS: A THE FIRST GROUND CONNECTIONS SHALL OCCUR AS CLOSE TO THE MOBILE ANTENNAS AS POSSIBLE, BELOW THE FIRST CONNECTOR THIS GROUND SHALL TERMINATE DIRECT TO TOWER STEEL AT THE FIRST POEM ME LOA( CABLE BEGINS TO RUN VERTICAL DOWN THE TOWER. ON A T/I, GROUND TO THE AGB AT THE ANTENNA MOUNTS. B. THE SECOND GROUND SHALL BE MADE AT THE BEGINNING OF THE SEND OF THE COAXIAL. CABLE AS IT TURNS OUT AWAY FROM THE TOWER TOWARDS THE EIS. THIS GROUND SHAL BE TERMINATED AT THE AGB THE AGB SHALL HAVE A DOWN LEAD OF 02 ANC+ BARE TINNED SOLID COPPER WIRE, AND SHALL TERMINATE AT THE TONER GROUND RING ON A GROUND ROD. C. THE THIRD GROUND SHALL BE ON THE MGB AT THE EIS. IN ALL CASES, TIKE GROUND KITS WILL BE ATTACHED TO THE CABLE ON THE STRAIGHT RUNS (NOT WITHIN THE BENDS) AND BE WEATHER PROOFED PER THE MANUFACTURERS SPECIFICATONS. 3.7 PERIMETERS PENCE A CORNER AND END POSTS. ALL FENCE CORNER AND END POSTS (MINIMUM OF TWO) SHALL HAVE ONE /2 SOLID TINNED COPPER TINNED GROUND WIRE CONNECTED TO A 5/8 x 10 SOLD COPPER CHAD GROUND ROO NEXT TO THE POST . THESE POSTS SHALL BE CONNECTED TO THE GROUND RING WITH A /2 SOLD TNNED COPPER GROUND WIRE AND INTERMEDIATE GROUND RODS IF THE DISTANCE FROM THE POST TO THE GROUND RING EXCEEDS 10 FEET. IN NO CASE SHALL ANY PORTION OF THE SAME FENCE REMAIN DISCONNECTED FROM THE GROUND RING. B. AN ACTIVE TYPE CHEMICAL ROD SYSTEM HAY BE USED THIS 15 AN ENGINEERING JUDGEMENT AND SHOULD BE USED ONLY WHERE NECESSARY, DUE TO EXPENSE. IN ALL CASES, THE STANDARD PRACTICES OUTLINED IN THIS DOCUMENT SHOULD BE FOLLOWED TO THE EXTENT THAT IS APPLICABLE AND SHOULD BE MODIFIED AS TO THE QUANTITY OF GROUND RODS AND CONDUCTOR SIZE ONLY AS RECOMMENDED BY THE MANUFACTURER OF THE GROUND ROD SYSTEM. C. A SYSTEM UTILIZING CORED SHAFTS, STMOARD GROUND RODS ON A CAD WS (EXOTMIC WELDS) SHAL BOND ALL UNDERGROUND AND TYPICAL R S WITH A TESTE DIV OU B AND IN THIS CASE EACH WELDS HER CAMP CONNECTONS, SHELTER SKID GROUNDS, TOWER OR GROUND ROC SHOULD BE TESTED MR AND EACH ROD SHOULD LO MONOPOLE GROUND, FENCING CORNER AND DATE POSTS, ANTENNA GROUND HAS ANTI ACCESS BOX PEALED FOR FUTURE TESTING. BARS, (AGB) AND THE MASTER GROUND BAR (MGB). MECHANICAL 3.21 HIGH RISE BUILDING: CONNECTIONS SHALL BE TYPICALLY USED TO BOND ALL IIMEOR EQUIPMENT, COAX CABLE BRIDGES AND COAXAL CABLE GROUND KITS. ALL LUG TYPE MECHANICAL CONNECTORS TO THE MGB OR AGB SHALL BE TWO HOES TYPE CONNECTED WITH SFNNEESS STEEL BOLTS AND NUTS WITH STAINLESS STEEL LOCK WASHERS AND NO -OX ON ETHER SIDE OF THE BUSS BALI 3.15 XT GROUNDS (CHEMICAL GROUND RODS) XIT GROUND RODS SHALL NOT BE INSTALLED ON GROUND RING INSTALLATIONS WITH NORMAL SOIL CHEAICM GROUND RODS SHALL BE INSTALLED ONLY FOR SPECIAL DESIGN MPUCATONS THAT REQUIRE SINGLE POEM GROUNDING DUE TO SPECIFIC SITE CONDITIONS 3.15 XR GROUNDS (CHEMICAL GROUND RODS) XR GROUND RODS SHALL NOT BE INSTALLED ON GROUND RING INSTN.IATIONS WITH NORMAL SOIL CHEMICAL GROUND RODS SHAT BE INSTALLED ONLY FOR SPECIAL DESIGN ARPUCATONS THAT REQUIRE SINGLE POEM GROUNDING DUE TO SPECIFIC SITE CONORONS. 3.16 TENANT IMPROVEMENT SIZE GROUNDING: FOR ROOF TOP ANTENNA INSTALLATIONS ADDITIONAL ANTENNA GROUND SARIS MAY HAVE TO BE INSTALLED AT EACH ANTENNA MOUNT WCATON. ALL ANTENNA MOUNTS SHALL BE GROUNDED WITH A /2 AM CONDUCTOR CONNECTED TO THE NEAREST BUILDING STEEL OR THE AGB INSTALLED AT THE MOUNT. ALL BUSS BARS, BOTH MGB AND AGS(0, SHALL BE INDEPENDENTLY TIED TO THE NEAREST BUILDING STEEL OR COLD WATER PIPE NO GROUND WERE IS TO CONNECT THE BEIM BARS TOGETHER. AGEE(.) MAY BE HOME RUN BACK TO THE MOB WHERE NO BUILDING STEEL IS AVAILABLE A HIGH RISE BUILDINGS PRESENT A UNIQUE PROBLEM IN GROUNDING. A FACILITY INVESTIGATION SHOULD BE MADE INTO THE STRUCTURE OF THE BUILDING AND AS TO THE POSSIBLE PRESENCE OF AN EXISTING UGHTNING PROJECTION SYSTEM. IF ONE IS IN PLACE AND APPEARS ADEQUATE IN DESIGN, T WILL BE NECESSARY TO CONNECT THE ANTENNA SYSTEM TO THE EXISTING SYSTEM. B. STRUCTURAL STEM BURDINGR IF THE BUILDING IS BUILT OF STRUCTURAL STEEL R MAY BE MOSELE TO GROUND THE ANTENNAS TO THE BULDING SITE T IS PREFERABLE TO GROUND THE ANTENNAS AND THE SITE TO A DIRECT EARTH CONNECTION BY USE OF SEPARATE DOWN LEADS OF CONSIDERABLE SIZE (250 MOM OR LARGER) COMING FROM GROUND BUSS BARS TO COLLECT THE GROUND INPUT, AND RUN DOWN A VERTICAL SHAT OR STARWEL TO A PATTERN OF NO LESS THAN FOUR GROUND CODS. WHERE PRACTCAL THE BUILDING STEEL SHOULD BE BONDED TO THE GROUND RING WITH A SEPARATE LEAD TO THE GROUND ROD MEW. C. STRUCTURAL CONCRETE BUILDINGS ARE MORE DIFFICULT TO GROUND PROPERLY. THE ANTENNAS SHOULD BE GROUNDED TO A SEPEATE BUSS PER AND DOWN LEAD WHERE ME COAXAL CABLES ENTER TIE BUILDING. THE BONN LEAD SHOULD BE RUN IN A SIMILAR FASHION AS IN TIE STRUCTURAL STEEL EQUIPMENT ROOM. THE DOWN LEADS SHOULD BE PROTECTED IN CONDUIT AND SHOULD BE INSTALLED AS FAR APART AS IN PRACTICAL FROM EACH OTHER. ME SEPARATE DOWN LEADS SHOULD NOT CONTACT EACH OTHER UNTIL CONNECTION WITH FIRST GROUND ROD. 3.17 LIMITS OF BEND RADIUS B IS IMPORTANT THAT THE GROUNDING CONDUCTOR CONNECTING THE INSIDE AND OUTSIDE GROUND SYSTEMS BE AS STRAIGHT AS POSSIBLE WITH NO TURN OR BEND SHORTER THAN ONE FOOT RADIUS WITH A THREE FOOT RADIUS PREFERRED. NO RIGHT ANGLE OR SHARP BENDS SHAD. BE ALLOWED. Sprint' y > T.,e ,w NEXTEI 333 INVERNESS DRIVE SOUTH ENGLEWOOD, COLORADO 80112 ERICSSON MOO LEGACY DRIVE PIANO, TX 75024 PROJECTINFORMATION: CROWN HILL DN73XCO94 CO00267 LUTHERAN HOSPITAL 8300 W.38THAVE. WHEATRIDGE, CO 80333 REV. DATE: DESCRIPTION: BY: A 033hID 4lIFNf FEVEVI 550 a aANM 199LE xo0 PLANS PREPARED BY. C SAi GXAR °a STECIfLY ARCXEEGTURE, HA[. ARCHITECTURE. PLANNING -DMGN 5935m WZINGMEET WMM �Qp. W127 CENSU �' D TI KLY M 0 7 2007 � N0.202802 �0 ,mew DRAWN BY: CHIC APY. 588 TN CS SHEET TITLE: GROUNDING SPECIFICATIONS SHEET NUMBER: E1WI m a y � S z i 9 iE U� we �w `3K ry0 En NEW -48V DC CIRCUIT BREAKER SUB -PANEL (ARGUS PART # 020 - 533 -20, OR EQUAL). (SEE NOTE 6) EXISTING -48V DC POWER PLANT (SEE NOTE 5) c c r (BR BUS) ( -48V BUS) #2 INSULATED WELDING CABLE SIZE #2 AWG THHN STRANDED COPPER GREEN INSULATED GROUND TO EXISTING MOB (NOTE 1) ( -48V) A FEED (BR) BATTERY RETURN ( -48V) B FEED (BR) BATTERY RETURN ( -48V) C FEED (BR) BATTERY RETURN SEE NOTE 5 1. ROUTE (2) #2 AWG EQUIPMENT GROUND CONDUCTOR TO TOP OF BTS CABINET. CUT, COIL, AND TAPE SIX -FOOT PIGTAIL FOR CONNECTION. 2. ROUTE CIRCUIT TO TOP OF BTS CABINET. CUT, COIL, AND TAPE A SIX -FOOT PIGTAIL FROM BOTTOM OF CABLE RACK FOR CONNECTION. AT LOCATIONS WHERE CABLE CANNOT BE INSTALLED IN CABLE RACK USE 1 1/2 AL IMC. 3, COORDINATE WITH SPRINT FOR THE INSTALLATION OF TWO NEW RECTIFIERS. 4. PROVIDE TWO -HOLE COPPER COMPRESSION CONNECTORS TO MATCH LUGS ON BTS CABINETS. 5. NEW 50A BREAKERS SHALL MATCH EXISTING. 350 KCMIL INSULATED WELDING CABLE EXISTING -48V OC POWER PLANT (SEE NOTE 1) (BR BUS) ( -48V BUS) #2 INSULATED WELDING CABLE #2 INSULATED WELDING CABLE SIZE #2 AWG THHN STRANDED COPPER GREEN INSULATED GROUND TO EXISTING MGB (NOTE 2) ( -48V) A FEED (BR) BATTERY RETURN ( -48V) B FEED (BR) BATTERY RETURN ( -48V) C FEED (BR) BATTERY RETURN SEE NOTE 5 BTS 1. CONTRACTOR SHALL TAP MAIN 48V DC BUS IN EXISTING DC PLANT TO SUPPLY NEW SUB -PANEL PROVIDE 2 -HOLE LUG AS NECESSARY. 2. ROUTE (2) #2 AWG EQUIPMENT GROUND CONDUCTOR TO TOP OF STS CABINET. CUT, COIL, AND TAPE SIX -FOOT PIGTAIL FOR CONNECTION. 3. ROUTE CIRCUIT TO TOP OF DR RACK. CUT, COIL, AND TAPE A SIX -FOOT PIGTAIL FROM BOTTOM OF CABLE RACK FOR CONNECTION. AT LOCATIONS WHERE CABLE CANNOT BE INSTALLED IN CABLE RACK USE 1 1/2 AL IMC. 4. COORDINATE WITH SPRINT FOR THE INSTALLATION OF TWO NEW RECTIFIERS. S. PROVIDE 2 -HOLE COPPER COMPRESSION CONNECTORS TO MATCH LUGS ON BTS CABINETS. 6. NEW 49V DC SUB -PANEL SHALL HAVE A TOTAL CAPACITY OF NOT LESS THAN 300A AND SHALL BE ABLE TO ACCOMODATE (3) 50A BREAKERS. PROVIDE BREAKER BLANK PLATES, IF NEEDED. FIELD DETERMINE MOUNTING LOCATIONS FOR PANEL I OPTION A SHALL BE USED FOR SITES WHERE DC PLANT CAN SUPPORT 50A BREAKERS AND HAS SPARE BREAKER POSITIONS I O P T IO N B SHALL BE USED FOR SITES WHERE DC PUNT CAN NOT SUPPORT SOA BREAKERS AND /OR DOES NOT HAVE SPARE BREAKER I 2 DC ONE -LINE DIAGRAM (OPTION A) SCALE: T DC ONE -LINE DIAGRAM (OPTION B) SCALE` N.T.S. I N.T.S. Sprint' y > Top rwlM RIXiEI 3W IW5RNESS DRIVE SOUTH ENGLEWOOD. COLORADO 80112 ERICSSON 0 6380 PIANO. TX T5026 PROJECT INFORMATION: CROWN HILL DN73XCO94 CO-00267 LUTHERAN H05PTTAL 8300 W. 38TH AVE. WHEATRIDGE. CO 80333 REV. DATE: DESCRIPTON: BY: P OSAM! CLIENT kNIEW 550 0 o v IBBLE NDR PLANS PREPARED BY: CSAi CXARlFB BTECRLY ARCMRECNRE, 4w. ARCHITECTURE- PUNNING - DESIGN snsso sulream v e CJ. LICENSURE NO. '� �` o C S N. 0 * MAY 0 7007 Ll, N0.202802 O. DRAWN BY. CHK AN. SSB TN CS SHEETTrt : DC ONE-LINE DIAGRAMS SHEET NUMDER: E2.0 0 z B ?E e� �a mg ok o �n Sprint' Tep rwLM NEXTEL 933 INVERNESS DRIVE SOUTH ENGLEWOOD COLORADO 80112 ERICSSON 8300 LEGACY DRIVE PLANO, TX 75024 • • REV. DATE: DESCRIPITON: BT: p OYiNT INDOOR OUTDOOR ENTRANCE WA LL,/ROO F 0 'wV Iss NO FEED -THRU ASSEMBLY Immm ANTENNA CABLES (lYP). pARLLTaL xmrzaxrLL (Y11.9xIMORS: xonnnxru.. s �IRF`. cOPPm Lurs IL'tIOIIIWIIII�IO�I�IW�III CABLE GROUNDING KITS PARYLEL THROUGH TO FIAT REEL SURFACE OR TWO HOLE - LONG (Typ) CONNECLDN OF HOWWAL HORI O Al. PIPE - tt E HIS RAARD. MORI CABLE - 1YPE PT TYPE YA-2 - SECTOR 1 ANTENNA 7 OR C ABLE 0 0 THROICX d®F ro c6Dlao Rao vERTIaL sTm suRFACE PLANS PREPARED BY. CSAi CRARLFS STECI6Y AROXRECTYRP� Lnu 0 CENSURE FELD FABRC M OREN TTflOLKAi CABLE ro lOP CABLE OOW11 AT W ro Y1]ifICN. DRAWN BY: CHK APV: SECTOR 1- ANTENNA 7 OR CABLE 2 TN CS 12' RADIUS SRUNOm INSUTATTD OF GROUND ROO STEEL SURFACE INCWONG PIPE TYPE 2 -YA-2 1YPE a - hPE VS #6 AWG IJ 1. COLOR BAND TO BE 2' WIDE ON MAIN UNE. GROUND BAR I II'� 2. SPACING TO BE 1' BETWEEN COLORS. I \ 3. COLOR BAND ON JUMPERS 1' WIDE W/ 1' SPACE. 4. START COLOR BANDS 2' BEYOND WEATHERPROOFING. AWG B TO 5. START SECTOR COLOR NEXT TO END CONNECTOR. EXTERIOR GROUND EX HOM%OMLL CPI MF 'C' YERRCLL PIS RING sPUCE OF HORZOWAL MUM CONNECTOR XYPRE55 TYPE YGHC CABLE AT ' TO RANGE OF TA]TIXAL PIPE INDOOR -SEE SURGE 1YPE 55 T VS ARRESTOR RACK DETIAL 2/E5.0 5 TYPICAL CADWELD &COMPRESSION CONNECTION DETAILS SCALE: 3 SCALE: EXAMPLE OF COLOR CODING 2 COAX CABLE GROUNDING SCALE: N.rs. N.rs. N.T.S. (E) SECTOR GROUND BAR — MOUNTED OF 1 TO�FACCE BUILDING 8 9 10 71 72 73 14 15 ALPHA - EXISTING E� GROUND HALO L CABINET IN TA NEW EQUIPMENT SHELTER I— ROOFTOP I EXISTING ON ILE TRAY I I BETA -- L COAX II N EXISTING LE TRAY IV —I .. NEW E UIPMEM CABIN WITHIN (E) S CfOR NEW ECTOR EXISTING NEXTEL EQUIPMENT GAMMA GROUND BAR GROUND BAR EXISTING SURGE / FOR GROUNDING E: 4/E6.0 (1) NEW COMA ANTENNA NEW COMA (ANTENNA II LL - - ARRESTOR MOUNTED TO EXISTING — FRAME MOUNTED TO EXISING GROUND BARS L_ — FACE OF BUILDING - REIE4.0 FOR COAX GROUNDING.. NORTH NORTH 4 GROUNDING AT EQUIPMENT SHELTER SCALE: I GROUNDING PLAN 16' w 0 i6' N.T.S Sprint' Tep rwLM NEXTEL 933 INVERNESS DRIVE SOUTH ENGLEWOOD COLORADO 80112 ERICSSON 8300 LEGACY DRIVE PLANO, TX 75024 PROJECTINFORMATON: CROWN HILL DN73XCO94 CO-00267 LUTHERAN HOSPITAL 8300 W. 38TH AVE. WHEATRIDGE. CO 80333 REV. DATE: DESCRIPITON: BT: p OYiNT CLIENT IE NB 0 'wV Iss NO PLANS PREPARED BY. CSAi CRARLFS STECI6Y AROXRECTYRP� Lnu ARCHITE=RE -PW NING�DESIGN 5%15mUTH..TR ..SUMW BBIv a CENSURE "' C STE K Y AY ®9 2007 A Nc.202 &Q2 Y• e DRAWN BY: CHK APV: SsB TN CS SHEEFTrt : GROUNDING PLAN / DETAILS SHEET. NUMBER: E 3.0 III SECONDARY SECONDARY _ SECONDARY r ______ ______� r _____- �___ -__� r __ �______� rte, rt, rt, rt I I I I I I I I I I I I If 1 1 I� Ir If 1 1 1 1 1 I I�I I�I I�I I�I I�I I�I * ICI ICI I-I I I �I I I I I I I I I I I I I I Lt l LJ I I LJ LJ 11 1 $6 THWN GREEN #6 THWN GREEN I f6 THWN G u Li INSULATED (TYP) I I L Li INSULATED MP) I I L LI INSULATED `1.1) ANTENNA COAX I ANTENNA COAX I ( ANTENNA COAX CABLE (TP) II I I CABLE (TYP) I I CABLE MP) I I #2 THWN GREE L r J #2 THWN GREEN I — _ J /2 THWN GREEN INSULATED (TYP) I I — — 7' r INSULATED (TYP) ( I I T INSULATED (m) TO ANTENNA I I TO ANTENNA I TO ANTENNA — L t MOUNTING MOUNTING I MOUNTING ' I ` FOLLOW PRIMARY Z FOLLOW PRIMARY I I FOLLOW PRIMARY CONFIGURATION (IF L — — — — I CONFIGURATION (IF I CONFIGURATION (IF REQUIRED) , I REQUIRED) I I I REQUIRED) IL------------------- - - - --I I I --------- - - - -�— J L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L ---------------------- - - - - -- h ----------------- - - - - -� uuuuuuuu Oo00 °00000° TO COAX GROUND KITS ° 00000000000 ° EXISTING TOWER I TOP GROUND BAR O 0000000 ° e 00000000000 EXISTING TOWER BOTTOM GROUND BAR TO COAX GROUND KITS TO COAX GROUND KITS III III III III owvw0000000 O 0000000 ° 00000000000 ° - ° 000000000o ° Q2 AWG q #2 AWG CPS ANTENNA EXISRNG EXTERIOR DTCW PROPOSED HTCW SHELTER GROUND BAR / EXTERIOR SHELTER EXISTING / GROUND BAR NEXTEL TO UND RII (WHERE RED.) TO EXISTING SHELTER GROUND RING GROUND RING — CPS ANTENNA TO COAX GROUND KITS MAST III5--------- t-- r-------------- r - - - - - � TO COAX GROUND KITS '' J III � 2 AWG BTCW "�. I w rf L — TO EXISTING OWWWO000000 WWWW O0000ow #6 THWN GROUND RING ° ° ° ° GR EE N REV: DATE: DESCRIPTION: Br: A 00000000000 - i 00000000000 INSULATED 0 ObJ]N] EXISnNG N. ;ROPOSED SHELTER GROUNDIOBAR ( GROUND mmI __— W N6 THWN ( BAR (WHERE RED.) GREEN INSULATED I PROPOSED COMA I CABINET (TYP) L--------------- - - - - -- --J 1 GROUNDING RISER DIAGRAM N.T.B. Sprint' Tepa .Iftlli 333 INVERNESS DRIVE SOUTH ENGLEWOOD, COLORADO 60112 ERICSSON 63 LEGACY DRNE PLANO, TX 73 PROJECFINFORMATON: CROWN HILL DN73XCO94 C000267 LUTHERAN HOSPITAL 8300 W. 38TH AVE. WHEATRIDGE, CO 80333 REV: DATE: DESCRIPTION: Br: A pyJp9! MIEWI IM 2L 0 ObJ]N] I&9lE N. PLANS PREPARED BT: CSAi °KARLEE SFECKLY ARCKRECTYRE,IM. ARCH ITE=RE - PINJNING - DMGN SUlS fySTRFFRSUITE341 LICENSURE U c -�^ S N. 3 C,aa` ad I E KLY MAY 0 7 20N sS� Pfo.202 N DRAV.M BT. CHK APY. BBB TN CS SHEETTD : GROUNDING DETAILS SHEET' NII .. E4.0 )ETAIL 5084 10 COPPER GROUND BAR, 1/4 4'X 20', NEWTON INSTRUMENT CO. CAT, N0, B -6142 OR EQUAL HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. Q INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061 -4 30 5/8' LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015 -8 ® WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT NO. A -6056 OS 5/8 -11 X 1' HHCS BOLTS, NEWTON INSTRUMENT CO. CAT NO. 3012 -1 I w z 2E e 0 E� ° G �a NOTES: 1. ALL HARDWARE (INCLUDING NUTS, BOLTS AND LOCK WASHERS) SHALL BE STAINLESS STEEL CONNECTIONS SHALL BE MADE IN THE FOLLOWING SEQUENCE BOLT, LOCK WASHER, BUSS BAR, LUG AND LOCK WASHER. 2. CONNECTIONS TO STEEL SHALL HAVE A THOMAS BETTIS IDTW DRAGON TOOTH TRANSTDON WASHER BETWEEN THE LOCK WASHER AND THE LUG. CONNECTIONS SHALL BE MADE IN THE FOLLOWING SEQUENCE: BOLT, LOCK WASHER, STEEL DRAGON TOOTH WASHER, LUG AND LOCK WASHER. 3. KOPR- SHIELD, ANTIOX, NO -OX, OR EQUIVALENT SHALL BE APPLIED WHERE ALL DISSIMILAR METALS CONNECT. BURNDY GROUND LUG, HEAT SHRINK GROUNDING SEE LUG SCHEDULE (CLEAR) CONDUCTOR FOR SPECIFICATIONS S/S NUT S/S LOCK WASHER_ BUS BAR — S/S LOCK WASHER - S/S BOLT (1 OR 2) LUG SCHEDULE WIRE SIZE BURNDY LUG BOLT SIZE #6 AWG YA6C -2TC38 3/8' - 16 NO S 3 BOLT #2 AWG SOUD YA3C -2TC38 3/8' - 16 NO S 3 BOLT #2 AWG STRANDED YA2C -2TC38 3/8' - 16 NO S 3 BOLT #2/0 AWG YA26 -2TC38 3/8' - 16 NO S 3 BOLT #4/0 AWG YA28 -2N 1/2' - 16 NC S 3 BOLT 2 -HOLE LUG W /LONG BARREL FOR #6 STRANDED BARE WIRE TO BE NO -OXED AT BOTH ENDS HEAT SHRINK #6 STRANDED 51 GROUND BAR DETAIL N.T.s. 31 GROUNDING LUG TO BUS BAR DETAIL N.T.S. 7 I NOT USED N.T.S. CDUNG OF NEXTEL ROOM INTERIOR GROUND HALO #2 AWG GREEN ISCW NOTES: O 1.DO NOT INSTALL CABLE GROUND KR AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO - -- - - -- #6 AWG FROM ANTENNA GROUND BAR ENTRY PORT ANTENNA CABLE GROUND KIT 2. WEATHER PROOFING SHALL BE ANDREWS. (TYPE & PART NUMBER AS SUPPUED OR RECOMMENDED BY CABLE MANUFACTURER.) TPANDUrr STANDOFF SECTOR GROUND BAR - 18' O.C. HORIZ. & VERT. TO ANTENNAS (P /N /: PP2S- S70 -X) SURGE INSIDE VIEW ATTACH HALO TO WEATHERPROOFING KR (TYP.) SUPPRESSOR STANDOFF WITH JUMPER REQUIRED ONLY— RACK MOUNTED NATURAL NYLON FOR 1 5/8'0 COAX OR W/ 3/8' CABLE TIES STANDARD GROUND KR (TYP.) THREADED ROD FOR EASE OF (SEE NOTE) p QO QD O pO OD O CONNECTION (TYP.) CONNECTOR O O OO D OO O O WEATHERPROOFING KIT ANTENNA CABLE IN (TYP.) SEE NOTE 2 CABLE TRAY TO EQUIPMENT #6 AWG GREEN LOCATION (TYP.) ISCW TO SURGE #6 AWG - SUPPRESSOR GROUND BAR MOUNTED GROUND BAR NEAR /BELOW ANTENNA NOTE FROM ANTENNA FRAME 1. CONTRACTOR TO UTILIZE KOPR- SHETLD SUPPORT BONDED TO GROUND WIRE INSULA (THOMAS & BETS) ON ALL LUG ALONG CABLE TRAY TO MOB MASTER GROUND CONNECTIONS #2 AWG STRANDED, GROUND COAX PORT 2. SIMILAR INSTALLATION FOR TOP AND INSULATED BAR (MGB) IF INSIDE ONLY BOTTOM TOWER GROUND BARS AND FOR COAX ENTRY PORT GROUND FROM ANTENNA MAST AIR CRIMPED BARS, (IF APPUCABLE). TERMINALS (WHEN TO SOUD EXTERIOR CW (MECHANICAL BOLT REQUIRED) GROUND RING CONNECTION) 6 1 CONNECTIONS TO GROUND BAR N.T.S. 141 GROUND WIRE TO GROUND BAR CONNECTION N.T.S. Z 1 SURGE SUPPRESSOR GROUNDING DETAIL N.T.S. Sprint Tope ,. M KE%lEl. 3W INVERNESS DRIVE SOUTH ENGLEWOOD, COLORADO 80112 ERICSSON 0 6300 LEGACY DRIVE PIANO, TX 75024 PROJECT' INFORMATION: CROWN HILL DN73XCO94 C040267 LUTHERAN HOSPITAL- 6300 W. 38TH AYE. WHEATRIDGE. CO 80333 REV: DATE: DESCRIPTION: BY: A OY.41M CLIEHI.HVILW s� 0 0.5g3p1 Issl NDR PLANS PREPARED BT: C ARCHITECTURE - PLANNING - DOIGN 593MLffHZ NGMUT,s... B IY E 3. y a CENSURE r. . ESN S ST KLY e-A M MI SAY ®7 2D0% 0 No.202802 DRAWN BY. CHK APV: SSB TN Cs SHEETTm : GROUNDING DETAILS SHEET NUMBER: E5.0 9 g o Sprint' tuna.. wMil xE1LTe1. M IMERNESS DRIVE SOUTH ENGLEWOOD, COLORADO 80112 ERICSSON 8300 LEGACY DRNE PIANO, T% 7802C V REV: DATE: DESCRIPTON: BY: j I j I I OLdW9l CLIEWI Bffl 558 0 YSTTrOI 1991E N8P II 6 z a z a a > E $ ( F 3 a _ K m O` r x m a PLPNS PREPA DD BY. C S l CXAR ST[L'KLY ARCNRECIURF.Inm. ARCHITECNRE - PUNNING - DEIGN 593550 0.xT, 5111TE3® Ill G t1 c 3 C . '1L 4d IJCENSURE ' � .. Sa f DRAWN BY' CHIC APY. usiippp 'x"fF em< TN CS 33 ° 3$$ z y Sprint' tuna.. wMil xE1LTe1. M IMERNESS DRIVE SOUTH ENGLEWOOD, COLORADO 80112 ERICSSON 8300 LEGACY DRNE PIANO, T% 7802C I REV: DATE: DESCRIPTON: BY: j I j I I OLdW9l CLIEWI Bffl 558 0 YSTTrOI 1991E N8P II z a a a > E a _ K m O` r x m PLPNS PREPA DD BY. C S l CXAR ST[L'KLY ARCNRECIURF.Inm. ARCHITECNRE - PUNNING - DEIGN 593550 0.xT, 5111TE3® Ill G t1 c 3 C . '1L 4d IJCENSURE ' v MAY 7 2007 lj�� o.202BO2 0 DRAWN BY' CHIC APY. SSS TN CS SHEETTRLE: RF DATA z y R F- 1 m n Sprint' tuna.. wMil xE1LTe1. M IMERNESS DRIVE SOUTH ENGLEWOOD, COLORADO 80112 ERICSSON 8300 LEGACY DRNE PIANO, T% 7802C PROJECT INFORMATON: CROWN HILL DN73XCO94 C040267 LUTHERAN HOSPITAL 8300 W. 38TH AVE. WHF MIDGE. CO 80333 REV: DATE: DESCRIPTON: BY: q OLdW9l CLIEWI Bffl 558 0 YSTTrOI 1991E N8P PLPNS PREPA DD BY. C S l CXAR ST[L'KLY ARCNRECIURF.Inm. ARCHITECNRE - PUNNING - DEIGN 593550 0.xT, 5111TE3® Ill G t1 c 3 C . '1L 4d IJCENSURE ' v MAY 7 2007 lj�� o.202BO2 0 DRAWN BY' CHIC APY. SSS TN CS SHEETTRLE: RF DATA SHEET NUMDER: R F- 1 s Sprint' �� TaM rwMRB %TE1. 3331NVERNEW DRIVE 30UR3 ENGLEWOOD, COLORADO 80112 ERICSSON 10 8300 MGACY DRIVE PIANO,T 7fM4 PROJECTINFORMATION: CROWN HILL ON73XCO94 C000267 LUTHERAN HOSPITAL 8300 W. 38TH AVE. V FATRIDGE, CO 80333 REw- DATE: DESCRIPl10N: BY. A . CLIEN3i M SSB 0 =79 ISSIE NCP n. PLANS PREPARED EM. CSAi LMARIEf STECIR.Y ARLHrtELTLRR Ne. ARCHITE RE. PLANNING -DBIGN 5935 SO V!X Z4NG R0.EET, SURE 3B] umET RA330 nIn �3 CHJOES N. AY s0 7 X 200 - 1 � to No. 202802 �O v DRAWN BY. CHK APY: SSB TN CS SHEET TITLE: RF DATA SHEEP NUMBER: RF -2 F 2 a $ S o I 3 N I i c n y VV • O• O• z , I i I I i a g E a y 4 x y eE 8 5 t = isz4 $ Y a a a_u s m � m � m o E e n e 8r U m S is $$ °� L - u�S3¢Zw¢ n A z ...lzY. ";,§ '.'kN0193SJ.VHditl: - -'ti' >. <tU01035 LTHB - t* - .�ti.SY01035v tlWWYO, ..,:oS Sprint' �� TaM rwMRB %TE1. 3331NVERNEW DRIVE 30UR3 ENGLEWOOD, COLORADO 80112 ERICSSON 10 8300 MGACY DRIVE PIANO,T 7fM4 PROJECTINFORMATION: CROWN HILL ON73XCO94 C000267 LUTHERAN HOSPITAL 8300 W. 38TH AVE. V FATRIDGE, CO 80333 REw- DATE: DESCRIPl10N: BY. A . CLIEN3i M SSB 0 =79 ISSIE NCP PLANS PREPARED EM. CSAi LMARIEf STECIR.Y ARLHrtELTLRR Ne. ARCHITE RE. PLANNING -DBIGN 5935 SO V!X Z4NG R0.EET, SURE 3B] umET RA330 nIn �3 CHJOES N. AY s0 7 X 200 - 1 � to No. 202802 �O v DRAWN BY. CHK APY: SSB TN CS SHEET TITLE: RF DATA SHEEP NUMBER: RF -2 — - ` Jun, 15. 2007 12 :47PM WHEAT RIDGE FIRE DISTRICT No. 0612 P. 2 WHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 507 • 3880 UPH.AM STREET * WHEAT RIDGE. COLORADO 800340507 303.403 -5900 • FAX 3039404D350 • www wRFiRE.ORG Sturgeon Electric June 15, 2007 Wayne Dorris 12150 East 112' Ave. Henderson, Colo. Re: 8300 West 38 Ave., 6"' floor remodel. The following requirements are made under the 2003 International Fire Code adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. NOTE- ALL CONTRACTOR VFMCI.F.S AND DELIVERS FOR CONTRACTORS SHALL NOT BE PARKED IN THE FIRE LANES AT ANY TIME. A CITY TRAFFIC SUMMONS WILL BE ISSUED AND THF, VF,HICLF WILL BF TOWF,D AT THF, OWNERS FXPFArSF. Demolition 1. Any use of trash dumpsters shall be greater than 20 feet to any structure. 2. All exit paths shall remain clear of construction materials. 3. Upon removal of the ceiling tiles all wiring shall be attached to structure. There shall be no wiring hanging below drop ceiling height. 4. Fire Lanes shall remain clear at all times of construction. 5. An emergency phone shall be on site during all construction. (Cell phone will substitute for land line.) 6. Emergency contact numbers will be posted on the front door during construction. 7. A Fire Extinguisher with a minimum rating of 2A -40BC shall be within 10 feet of all "HOT WORK" operations. CONSTRUCTION: Jun. 15. 2007 12:47PM WHEAT RIDGE FIRE DISTRICT No, 0612 P, 3 1. Plans submitted show total coverage to all areas. Addresses shall be added to all devises in the tenant finish. 2. All components of the alarm shall be tested and printed out for submittal to the Fire District upon final testing and sign off. 3. Plans shall be submitted to the Fire District for the fire alarm permit and approval. 4. Plans shall be submitted for changes to the existing sprinkler system. 5. Any and all room with storage of medical gases shall be marked as such. 6. Any and all electrical or mechanical rooms shall be marked as such. 7. All paths of egress shall remain clear at all times of construction. Any questions regarding these requirements please contact the Fire District or myself. Douglas J. Saba Fire Marshal Fire Code Inspector # 5083898 -66 Jun. 7. 2007 11:34AM WHEAT RIDGE FIRE DISTRICT No-0605 P. 2 WHEAT RIDGE FIRE FROTECTIoN DISTRICT PO BOX 507 • 3880 UPHAM STREET • WHEAT RIDE, COLORADO 800340507 $03-403.5$00 • FAX 30.'+91d0-0350 • WWWWRFIRE.ORG Sturgeon Electric Jule 7, 2007 Wayne Dorris 12150 East 112' Ave. Henderson, Colo. Re: 8300 West 3e Ave., 1s' floor classroom. HVAC alarms,. The .following requirements are made under the 2003 lntemational Fire Code adopted by the Yxw Board of the VAeat Ridge Eire Protection District and the City Council of the City of Wheat Ridge,, Colorado: NOTE, ALL CONTRACTOR VEHICLES AND DELIVERS FOR CONTRACTORS SHALL NOT BE PARKED M THE FIRE LANES AT ANY TIME ACHY TRAFFIC SUMMONS WILL BE ISSUED AND THE VEHICLE WILL BE TOWED AT THE OWNERS EXPENSE. Demolition 1. Any Use of trash dumpsters shall be greater than 20 feet to any structure. 2. All exitpatbs shall remain clear ofconstruction materials. 3. Upon removal of the ceiling tiles all. wiring shall he afched to structure. There shall be no .wiring hanging below drop ceiling height: 4. Fire Lanes shall remain clear at all tunes of construction. 5. An emergency phow shall be on site g all conskuctica- (Cell phone will substitute for land line) 6. Emergency contact ambers will bar posted on the it door during construction.. 7. Required keys will be given to the Fim DisWet for access to the tenant space. Said keys will be placed in the Knox BOX located of the site. Jun. 7. 2007 11:34AM WHEAT RIDGE FIRE DISTRICT No. 0605 R. 3 8. A Fire Extinguisher with a mimm rating of 2A -40BC shall be within 10 feet of all "HOT WORK" operations. 9. The electrical box and the gas meter servicing this tenant shall be clearly marked with the unit number. 10. All electrical shall be shut down to all devices that are to be moved at the electrical panel. 1: flans submitted show total coverage to all areas. Addresses shall be added to all devises in the tenant finish. 2. All components of the alarm shall be tested and printed out for submittal to the Fire District upon final testing and sign Off. 3. Plans shall be submitted to the Fire District for the fire alarm permit and approval. 4. If there is any raised floor system it shall be monitored with an approved fire alarm system. Raised fl©or systems shall also have panel removal tools mounted in the room they are installed. 5. Any and all room with storage of .medical gases shall be marked as suck 6. Any and all electrical or mechanical rooms shall be marked as sue. 7. All paths of egress shall remain clear at all times of conshucam Any questions regag these requirements please contact the Fire 'strict or myself l>wo W as J. Saba Fire Marshal Fire Code Inspector # 5083898 -66 Jun. 6. 2001 2:12PM WHEAT RIDGE FIRE DISTRICT No.0602 P. 2 WHEAT RIDGE FIRE PROTECTION DISTRICT PO Box 507 • 3880 UPHAM STREET • WHEAT RIDGE, COLORADO 800340507 303.4035900 • FAX 303.940.0350 • WWW WRFIRE.ORG Faelwrich Fire Protection June 6, 2007 George Faeharich 11723 Xavier Court Westminster, Colorado 80031 Re_ Sprinkler addition to M.R.I., 8300 west 38'" Ave. The following requirements are made under the 2003 International Fire Code adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. I. Permits and approved plans shall remain onsite during all phases of construction. 2. All construction vehicles shall keep all Fire banes elm at all times "NO EXCEPTIONS ". Parking summons will be issued. 3. Fire alarm drawings shall be submitted to the Fire District for approvaL 4. A required box for spare sprinklers(wrouch for replacement shall be in the area of the Ere pump room. 5. The system shall be tested prior to contact the Fire District for a final acceptance tesk 6. A fire extinguisher with a minimum rating of 2A -40BC shall be within 10 feet of all `W(Yr WORK OPERATIONS". 7. Any changes to the approved plans shall be submitted to &e Fire Dish 8. The Fire District permit and the City Building Permit shall be pasted at the front of the home during all phases of construction- 9. The Fire District shaft be present during all pressw testing and final approval of the system. 10. Any changes, to the approved plans shall be submitted to the Hm IDS fiw approval. Any questions or to schedule the, rough at, contact xne,at#he V= District- ZP 1, Fr. • ' - ,1 ,Y, o .NHEg City of Wheat Ridge 0O LORPO O Commercial Remodel PERMIT - 070418 PERMIT NO: 070418 ISSUED: 05/07/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 11/03/2007 DESCRIPTION: Upgrade MRI on 1st floor. * ** CONTACTS * ** owner Exempla Lutheran Med. Ctr. gC 303/571 -5377 Abdul Karim 02 -1114 Gerald H. Phipps, Inc. sub 303/227 -4818: Gary A Thiaville 01 -8567 Sturgeon Electric Co. sub 303/295 -1414 Jim Durant 02 -1280 Trautman & Shreve, Inc. sub 303/295 -1414 Jim Durant - 02 -1280 Trautman & Shreve, Inc. ** PARCEL INFO ** ZONE CODE: PHD USE: ua SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 371,114.00 - FEES Permit Fee 3,272.11 Plan Review Fee 2,126.87 Total Valuation .00 Use Tax 6,680.05 ** TOTAL ** 12,079.03 Comments .Sunrise Engineering (Thomas Thompson .. &.Dan Swallow): OK per redlines. .See . comments attached. Must comply w/ 2003 I -codes & 2005 NEC. DS: OK w/ Fire Department Comments. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I. assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C). and all other ..applicable Wheat Ridge Ordinances, for work under this pe it. Plans subject to field inspection. 4 67 Siq6erErre of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. _ 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no .`changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. e 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an al of, any�iolation of the provisions of the building codes or any other ordinance, law, rule or regulation. Al n review ,/sp lYj act to field inspections. Offical date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. OF WHEAT City Of Wheat Ridge Building Permit Number: m Community Developm Department r.F.�u artment D ate: TZ V °otoRnoo WAVI.[.F4IRMLc �� ULTI-FA A Property Owner: Exempla Lutheran Medical Center Property Address: 8300 West 38" Ave. Phone: Contractor License No.: '21114 Company: Gerald H. Phipps, Inc. Phone: 303 -571 -5377 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Bpj /OJjryq Dept, Valuation Figure:. y m 'I hereby certify that the setback distances proposed by this permit application are - accurate, and do not violate . applicable ordinances, rules or regulations of the City of Value:$ Wheat Ridge orcovenants, "easements or restrictions of record;thatall measurements shown, and allegations made are accurate; that I have read and agree to abide by all POrrnit Fee:$ 3, 2-72-1 1 conditions printed on this application... and that assume full responsibility for " 72� compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Plan Review Fee:$ a, Ridge Ordinances, for work under thisp It Plans subject to field inspection. ) USe Tax: b, b�' =c�' (OWNER)(CONTRACTOR) SIGNED DATE' �� ' 12,0. o3 (OWNER)(CONTRACTOR)TRINTED Ab Karim DATE 4/25/07 Use of Space (description): Upgrade MRI on First floor of Exempla Lutheran Medical Center Description of work: Sq. Ft. added 0 BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft : Z ONING COMMENTS. Approval: Zoning. BUILDING COMMENTS: Approval: A PUBLIC WORKS COMMENTS. Approval: 1 - IRE DEPARTMENT COMMENTS :Approval Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: 01- f _(p l Plumbing License No: (D;L -(Xo Mechanical License No: 02 - tGefa, Company: 5�'ta 6ttt4_4.xC Company: gylwrMONr e,*tkvL Company: Tf*jrjte0 d.- tloM fr' Expiration Date - Vv/ov Expiration Date: 913D/0 Expiration Date: 11 b? Approval: Approval: Approval (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire If (A) the work authorized Is not commenced within sixty (60) days from Issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3). If this permit expires, a new permit may be acquired for afee of one -half the amount normally required, provided no changes have been orwill be made In the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit: (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify. the Building Inspector twenty -four (24) hours advance for all inspections . and shall receive written ,approval . on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings, and specifications. shall not be construed: to be a permit for, nor an :. approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation.. All plan review . is subject to field inspections, Chief Building Official City of Wheat Ridge Plan Correction List 2003 International Building Code Plan Review Date 513107 Plans Received 4127107 Final Review /Report Date 513107 This report incorporates and supersedes any red line comments on plans. The plans and all construction must comply with the 2003 IBC, IMC, IPC, and IFGC and the 2005 NEC whether noted on the plans or not. Lutheran Medical Center MRI upgrades Building Address 8300 w 38th Avenue Wheat Ridge, Colorado 80033 Type of Const. Building Area Stories Fire Sprinklered Occupancy Occupant load Total occupant load Use Description of work and assumptions Tenant Coordinator Architect -A Not provided (minor remodel no s.f. change) Not provided Yes 1.2 Unchanged Unchanged Hospital (1.2), Minor remodel of existing MRI facility None provided. Fred Buenning (720)946.0276 The following items were found to be in violation of codes, unclear, missing from plans or need further explanation. Please make corrections on plans and prepare a plan review response letter indicating where on plans and what type of corrective action was taken. When all corrections have been made, the plans will be approved and the plan correction list will be attached to the approved plans and become part of the approved construction documents 1) Sheet 0.0: The interim life safety plan must be approved by the Fire Department I.A.W. NFPA 101. 2) Sheet LS0.1: The Life Safety Plan Data shows the plan is based on the 2002 edition of NEC. This should be changed to the 2005 edition of the NEC as is adopted by the State of Colorado and the City of Wheat Ridge. 3) Sheet LS01: The Life Safety Plan Data shows that the columns must be 2 -hour fire resistance rated. The columns that supporting the roof only may be 2 -hour fire resistance rated while other columns are required to be 3 -hour rated I.A.W. Table 601 footnote b. Additionally, the rooficeiling assembly and beams supporting it must be 1.5 hour fire resistance rated I.A.W. Table 601. 4) Sheet A1.1: Required exit doors are not permitted to have manually operated flush or surface mounted bolts I.A.W. IBC Sec 1008.1.8.4. 5) Sheet M1.01: Smoke detectors must be installed in the return air plenum and must shut down the air distribution system upon activation I.A.W. IMC 606. 6) Sheet M2.01: All ductwork must be supported at 10' intervals and at each change of direction I.A.W. IMC Sec. 603.10. 7) Sheet M2.01: All ductwork in unconditioned spaces must be insulated I.A.W. IMC Sec. 604. 8) Sheet M2.01: All seams in ductwork must be sealed with gaskets, mastic or approved tapes (UL 181). IMC 603.9. 9) Sheet ED 2.01: All abandoned wiring not labeled for future use must be removed. 10) Sheet E 2.01: A light fixture must be installed outside of the required exit door and it must be connected to the emergency egress lighting system with battery backup IAW IBC 1006.3 # 5. 11) Sheet E2.01: All wiring in the above ceiling plenum area must be of an approved wiring type and method I.A.W. NEC 300.22. 12) Sheet E2.01: Light fixtures installed in the suspended ceiling must be supported I.A.W. NEC Sec. 410.16 (c). Plan Review and Electrical Review: Dan Swallow, Master Code Professional, ICC Certified Combination Plans Examiner, Colorado Electrical License #108971 Final Report Review and Local Contact Thomas R. Thompson, CBO and ICC Certified Plans Examiner Sunrise Engineering 4261 Garrison Street Wheat Ridge, Co. 80033.3023 Cell 303.328 -1546 Home 303 - 422.7808 E -mail tthompsonna sunrise- ena.com May. 8. 2007 10:46AM WHEAT RIDGE FIRE DISTRICT Gerald H. Phipps Inc. Abdul Karim 1530 West 1P Ave. Denver, Colorado 80204 May 4, 2007 No. 0555 P. 2 Re. Remodel and construction of the M.R.T. 8300 West 38 Ave, Exempla Lutheran Medical Center. The following requirements are made under the 2003 International Fire Code adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. Demolition 1'. Any use of trash dumpsters shall be greater than 20 feet to any structure. 2. All exit paths shall remain clear of construction materials. 3. Fire Lanes shall remain clear at all times of construction. This includes but not limited to the alley behind this structure. Any parking in FIRE LANES is a violation under the code and a summons will be issued. 4. An emergency phone shall be on site during all construction. (Cell phone will substitute for land line.) S. Emergency contact numbers will be posted on the front door during construction. 6. Required keys will be given to the Fire District for access to the tenant space. Said keys will be placed in the Knox Box located at the site. 7. A Fire Extinguisher with a minimum rating of 2A -40BC shall be within 10 feet of all "HOT WORK" operations. 8. Any and all construction shall be submitted to the city and the Fire District for permitting. 9. Corridors that are blocked during construction shall have alternative exit routes clearly posted. I O.Exit routes shall be clearly defined and posted. May. 8, 2001 10:46AM WHEAT RIDGE FIRE DISTRICT No, 0555 P. 3 I LALL fire doors shall operate as designed even in work areas. These doors are fire stops and shall remain operable. Construction 1. Shall be submitted to the Fire District for the following; • Fire Alarm system • Fire Sprinkler System • Change orders for the approved submitted plans. 2. All construction dumpsters shall be a minimum of 20 feet form any structure. 3. All Fire Lanes shall remain clear of construction vehicles at all times of construction. 4. All Fire Alarms shall remain in- service while work is being performed. The Fire District shall be notified of any shut down of these systems. The life safety states that an alternative alarm may be set up (This shall be deleted from the life safety.). 5. A required fire extinguisher with a minimum rating of 2A40BC shall be within 10 feet of all "HOT WORK OPERATION'. 6. Smoke Zone updates shall be coordinated with Exempla staff and the electrical contactors. 7. All doors off of the rated corridor shall have self - closing door devices. 8. All restmoms shall be compliant with A.D.A. requirements. 9. Fire extinguishers with a minimum rating of 2A -40BC shall be mounted in both exit corridors. 10. Warning signs shall be posted by the microwaves as approved by the Fire Prevention Division of Exempla Lutheran Hospital. 11.Tables in the pharmacy may need to be grounded. Check with building department. 12. All inspections shall be scheduled through the Fire District and the City Building Department. A minimum of 24 Hour notice. 13.A11 keys to rooms shall be supplied to the Fire District for the required Knox Box. 14.Fire drills shall be performed with all workers on a quarterly basis and logged. The log book shall be available for inspection at any time. IS.All workers shall adhere to Q.H.S.A. standards of workplace safety. 16.The Life Safety Code shall be adhered to at all times. (For copies contact me at the Fire District.) May, 8, 2007 10 :46AM WHEAT RIDGE FIRE DISTRICT No, 0555 P, 4 17-The Fire District shall be notified during all rough -in inspections and final inspection with a 48 hour notice before. Any questions regarding these requirements please contact me at the Fire District. Reviewed by, Douglas J. Saba Fire Marshal Fire Code Inspector # 5083898 -66 City of �j- W heatP, COMMUNFIY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. June 11, 2008 M.A. Mortenson Company Attn: Nick Deutch 1621 18 St. Ste 400 Denver, CO 80202 Nick.deutsch@mortenson.com 303 - 421 -2999 Re: Core /Shell permit # 080510 To Whom It May Concern: Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 This letter is to inform you that we have closed building permits #080445 and #080585 pertaining to the Core /shell foundations for the Exempla Lutheran Medical Center addition at 8300 W. 38 Ave. All future inspections pertaining to the Core /Shell package shall be called for under permit #080510. Please advise all supervisors /project managers as to this change. Please feel free to contact our office at 303 - 235 -2855 if you have any questions. Thank you. Sincerely, Kristy Shutto . Property Inspector City of Wheat Ridge www.ci.wheatridge.co.us COMMUNITY DEVELOPMENT DEPT. �, °F " ""q Inspection Services Division a m (303) 2345933 Inspection line (303) 235 -2855 Office C °t°Rp 0 4 CORRECTION NOTICE ❑ Elec. `?Plumb. ❑ Mech. ❑ Structural El Other ❑ 1st 1:1 2nd El 3rd -�� Job Address:rn D Re- inspection fee of $ must be paid prior to re- inspection. " ❑ `blocked Access o No one available for inspection: Time AM /PM 'When correcti have been made, call for re- inspection at 303 - 234 -5933 Date: f(� ! Inspector. N, r DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. 4 °FWHEAr.PiQi� Inspection Services Divisiop (303) 234 -5933 Inspection line (303) 235 -2855 Office ° °Rp CORRECTION NOTICE ❑ Elea El Plumb. ❑ Mech. Structural p Other ❑ 1st ❑ 2nd ❑ 3rd - 4-IM d✓ Job Address :S�n dAi €` `z ar, t1f1 P- Re- inspection fee of $ must be paid prior to re- inspection. Blocked Access No one available for inspection: Time AM /PM .. corrections have been made, call for're " ection at 303 - 234 5933 Date: , "`� Inspector. DO NOT REMOVE THIS NOTICE ( COMMUNITY DEVELOPMENT DEPT. ,oF " "�' Inspection Services Division �^ (303) 234 -5933 Inspection line (303) 235 -2855 Office c�CORP�� CORRECTION NOTICE 21lec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other • Re- inspection fee of $ must be paid prior to re- inspection. • Blocked Access • No one available for inspection: Time AM /PM 'When corrections have been made, call for re-inspection at Dafe: ��C�7 07 Inspector: I COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 2345933 Inspection line (303) 235-2855 Office CORRECTION NOTICE iR Elec. ❑ Plumb. ❑ Mech. 1:1 structural ❑ Other -1st ❑ 2nd El 3rd Job Address: Fri L,_) -3<C p is 2,1 ;: / "7 I C4 -e El Re-ins`p4cti fee of must be paid prior to re-inspection. ❑ Blocked Access, ❑ No one available for inspection: Time AM/PM When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division ° m (303) 2345933 Inspection line (303) 235 -2855 Office °o�oRpo° O- ORftEC 4QU NOTICE Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st 0 2nd ❑ 3rd Job Address: () 10 0t f /! O n r .f ❑ Re- inspection fee of $ must be paid prior to re- inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM /PM *When corrections have been made, call for re- inspection at 303 - 2345933 r ' Da te: r`�d'sB<- q Inspector: DO NOT REMOVE THIS NOTICE p COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 234-5933 Inspection line (303) 235-2855 Office CORRECTION NOTICE Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: ❑ Re-inspection fee of must be paid prior to re-inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM/PM *When corrections have been made, call for re-inspection at 303-234593 Date:/&?,!, "-:4 Inspector' DO NOT REMO THIS NO TIdE 7— COMMUNITY DEVELOPMENT DEPT. �,oF "�' Inspection Services Division m (303) 234 -5933 Inspection line (303) 235 -2855 Office CORRECTION NOTICE ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural ©" Ether ❑ 1st ❑ 2nd ❑ 3rd Job Address: � ��' ✓� 11111 -< ❑ Re- inspection fee of $ must be paid prior to re- inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM /PM *When corrections have been made, call for re- inspection at 303 - 2345933 Date: l� i�27 Inspector: DO NOT REMOVE THI OTICE i COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 234 -5933 Inspection line (303) 235 -2855 Office °Rp CORRECTION NOTICE ❑ Elec. Ej Plumb. ❑ Mech. ❑ Structural ❑ Other o Re- inspection fee of $ must be paid prior to re- inspection. o Blocked Access. o No one available for inspection: Time AM /PM' * When co cdo s have been made, call for re- inspection at 303- 234-5933 Date: Inspector. DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division m (303) 2345933 Inspection line (303),.235 -2855 Office °L °Rp CORRECTION ;NtTICE El Elec. El Plumb. El M( tructural ❑ Other ❑ 1st 0 p 3 Job Address: � � ❑ Re- inspection fee of $ must be paid prior to re- inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM /PM *When corrections have been made, call for re- inspection of 303 - 234 -5933 t _ Date:"! "� D Inspector: �f DO NOT REMOVE THIS NOTICE i COMMUNITY DEVELOPMENT DEPT. U�oFw "Eerq,T Inspection Services Division (303) 2345933 Inspection line (303) 235 -2855 Office CO(ORP�O CQRRECTION NOTICE ❑ Elec. p Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd Job Address: ( t ) 4 r VUL. _d ❑ Re- inspection fee of $ must be paid prior to re- inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM /PM *When corrections have been made, call for re- inspection at 303-234-5933 Date. Inspector. DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. m Inspection Services Division (303) 235 -2855 cNOR pO� Correction Notice Job Address: $ G' U W !8A When corrections have been made, call for re- inspection at 303 -234 -5933 Date: 7Ah' -r' . - Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division °^ (303) 2345933 Inspection line (303) 235 -2855 Office CORRECTION NOTICE 91 Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: w J4 _ ❑ Re- inspection fee of$ must be paid prior to re- inspection. ❑ Blocked Access o No one available for inspection: Time AM /PM *When corrections have' been made, call : for ce- inspection 303- 2345933 Date: 1-;5 < Inspector: ' DO NOT REMOVE THIS NOTICE i< COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 234 -5933 Inspection line (303) 235 -2855 Office CORRECTION NOTICE Eg Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other 9 1st ❑ 2nd ❑ 3rd Job Address: Grp, n ❑ Re- inspection fee of $ must be paid prior to re- inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM /PM I `When corrections have been made, call for re- inspection at 303 - 234 -5933 , bate: _i hr} Inspector: DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ` (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Job Address /Permit Number: 9a a ,, lyn),w w G' E , r i s ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes �Kl _ When corrections have been made, can for re- inspection at 303- 234 -5933 Date: t!Z � Inspector: U E �: DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division:. "m (303) 234 -5933 Inspection line (303) 235 -2855 Office °Rp CORRECTION NOTICE ❑ Elec. ❑ Plumb. ❑ Mech. ❑ Structural M, Q,ther - ❑ 1st ❑ 2nd ❑ 3rd Job Address: rf 07e, �C , ❑ Re- inspection fee of$ must be paid prior to re- inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM /PM *When corrections have been made, call for re- inspection at 303- 2345933 Date: 19 v Inspector: t/ DO NOT REMOVE THIS NOTICE r - 2 , -z- p COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 234 -5933 Inspection line (303) 235 -2855 Office CORRECTION NOTICE Elec. 61 Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3ro Job Address: Lca / " n"' r„dv s Z ❑ Re- inspection fee of $ must be paid prior to re- inspection. El Blocked Access ❑ No one available for inspection: Time AM /PM *When correctio have been made, call for re- inspection at 303 - 2345933 Date: f( f Inspector: DO NOT REMOVE THIS NOTI� C COMMUNITY DEVELOPMENT` DEPT. Inspection Services Division (303) 234 -5933 Inspection line (303) 235 -2855 Office COCORP�O CO RRECTION NOTICE Elea ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: i— c>C 9 ❑ Re- inspection fee of $ must be paid prior to re- inspection. ❑ Blocked Access o No one available for inspection: Time AM /PM *When corrections have been made, call for re- inspection at 303 - 2345933 Date: t5 v Inspector: DO NOT °REMOVE THIS NOTICE 0 v 6 Lo COMMUNITY DEVELOPMENT DEPT. ti o WHFAII m Inspection Services Division (303) 234 -5933 Inspection line (303) 235-2855 Office CORRECTION NOTICE E2 Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd O 3rd Job Address: -i- c_--o w' 3 �_ ``` ❑ Re- inspection fee of $ must be paid prior to re- inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM /PM When corrections have been made, call for re- inspection at Date: 0 Inspector: DO NOT REMOVE THIS NOTICE q F wHEq COMMUNITY DEVELOPMENT DEPARTMENT ti Building Inspection Division (303) 235 -2855 Office x (303) 235 -2857 Fax pg co <oRao° INSPECTION NOTICE Job Address /Permit Number: P,$ C'7:z'o 5 h 1" ❑ No one available for inspection: Time 9 AM /PM s Re- Inspection required: Yes 0 c When corrections have been made, call for re- inspection at 303- 234 -5933 Date: i> Inspector rim DO NOT REMOVE THIS NOTICE j. COMMUNITY DEVELOPMENT DE PT. WRE9T o Inspection Services Division m (303) 234 -5933 Inspection line (303) 235 -2855 Office cotoRPao CORRECTION NOTICE 0 Elec. ❑ Plumb. ❑ Mech. ❑ structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: ❑ Re- inspection fee of $ must be paid prior to re- inspection. ❑ Blocked Access ��--rr� ❑ No one available for inspection: Time AMA` *When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: �� / 7 Inspector / DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. !o Inspection Services Division �^ (303) 234 -5933 Inspection line (303) 235 -2855 Office ' CORRECTION NOTICE ❑ Elec. ❑ Plumb. y Mech. ❑ Structural El Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: aG �/ nl ,(L ❑ Re- inspection fee of $ must be paid prior to re- inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM /PM `When corrections have been made, call for re-inspection a4 30-"4-5933 - ( Date: ( -� Inspector: P DO NOT REMOVE THIS NOTICE E COMMUNITY DEVELOPMENT DEPT. °F "�' Inspection Services Division ° (303) 234 -5933 Inspection line 4 m (303) 235 -2855 Office CORRECTION NOTICE aElec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other ❑ 1st ❑ 2nd ❑ 3rd Job Address: t+ ❑ Re- inspection fee of $ must be paid prior to re- inspection. ❑ Blocked Access o No one available for inspection: Time AM /PM ` *When corrections have been made, call for re- inspection at 303 - 2345933 .Date: r « c> Inspector: DO NOT REMOVE THIS NOTICE r COMMUNITY DEVELOPMENT DEPT. 6t VWEA, Inspection Services Division (303) 234 - 5933 Inspection line . (303) 235 -2855 Office Job Add IVV 11%rC ❑ Structural ❑ Other 0 3rd -A : 1._ ❑ Re- inspection fee of $ must be paid prior to re- inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM /PM *When 6orrectio2s have been made, call for re- inspection at 303 - 234 -5933 Date:'' f Inspector: A DO NOT REMOVE THIS NOTICE f ( COMMUNITY DEVELOPMENT DEPT, �, °F "�" Inspection Services Division m (303) 234 -5933 Inspection line (303) 235 -2855 Office ° < °Rp °° CORRECTION NOTICE W Elec. ❑ Plumb' ❑ Mech. ❑ Structural ❑ Other S 1st ❑ 2nd ❑ 3rd Job Address: ­75 r LJ 2�fti ❑. Re- inspection fee of $ must be paid prior to re- inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM /PM *When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: ' t: �n q� Inspector: s DO NOT REMOVE THIS NOTIC l COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 235 -2857 Fax INSPECTION_NOTIC Inspection Type: dl�r /.✓✓ter` Job Address/Permit Number: p /fJ .fis✓ .s'�,i.� rJsv`Y'a L yPr9eo". Nf'e'�� �LFf�a /I;"' /'�L`�43.EGiUfJ%� ❑ No one available for inspection: Time 3� AM /PM Re- Inspection required: Yes, :Nl)v *When corrections have been made, -call for re- inspection at 303 - 234 -5933 Date: Inspector: DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 235 -2857 Fax INSPECT ION _NU I ICE_ Job Address /Permit Number: ,.( ✓��?'r ❑ No one available for inspection: Time /e-./`&> AM /PM f Re- Inspection required: Yes:: When corrections have been made, call for re- inspection at 303- 234 -5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i y ❑ No one available for inspection: Time /e-./`&> AM /PM f Re- Inspection required: Yes:: When corrections have been made, call for re- inspection at 303- 234 -5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i y COMMUNITY DEVELOPMENT DEPARTMENT r Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 235 -2857 Fax' < INSPECTION NOTICE MaN "Wil I ypw. .e ,Vw" Job Address /Permit Number: o P, s - e, � „?e ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes �- When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: Inspector: r'e DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division '! (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 235 -2857 Fax INSPECTION NOTICE Job Address /Permit Number: UDIY7v ;_ >' e,� e,7&, R"/ 442 X. X< r? y 1 o No one available for inspection: Time V AM /PM Re- Inspection required: Yes d!g,/ When corrections have been made, call for re- inspection at 303- 234 -5933 Date: 1 , 1,0'o Inspector: �G DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ' (303) 235 -2857 Fax INSPECTION NOTICE nspection- Type: - - JobAddress /PermitNumber: 017 ; 3 y 6 Af1J i " /0 .�.vril j �/nas �F Zf,�r�i1Ts "l is k!: ❑ No one available for inspection: Time x! AM /PM Re- Inspection required: Yes' When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: 4.1r 1 9 Inspector: � 1 DO NOT REMOVE THIS NOTICE j COMMUNITY DEVELOPMENT DEPARTMENT Building Inspection Division (303) 234 -5933 Inspection line `! (303) 235 -2855 Office * (303) 235 -2857 Fax ` INSPECTION NOTICE inspection i ype: a -. w�- Job Address /Permit Number: 771 S ❑ No one available for inspection: Time w AM /PM Re- Inspection required: Yes No *When corrections have been made, call for re- inspection at 303- 234 -5933 Date. 1117 Inspector: Z,&_ DO NOT REMOVE THIS NOTICE a Inspection Type: Job Address /Permit Number: l Y l _ V Ej No one available for inspection: Time _ Re- Inspection required: Yes No When corrections have been made, call for re- i sp bate: 4 Inspector: i. I DO NOT REMOVE THIS pI _ y , .T ,. _ .. tttYhhhh CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line ��J (303) 235 -2855 Office - (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Job Address /Permit Number: J i` El No one available for inspection: Time AM /PM Re- Inspection required: Yes �No } When corrections have been made call f r re -i7 action at 303 - 234 -5933 Date: — Z/ Inspector: _ Y ? DO NOT REMOVE TH/3'ICIOTICE E ��A CITY OF WHEAT RIDGE Building Inspection Division '(303) 234 -5933 Inspection line (303) 235 -2855 Office " (303) 235-2857 Fax INSPECTION NOTICE Inspection Type _c/ C ti /ecd; W Job Address /Permit Number: z car, f !iz S l _ tl -7 li i ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes When corrections have been made, caH for re- inspection at 303 - 234 -5933 Date: Inspector: ✓ z z� _� DO NOT REMOVE fF1IS NOTICE X V CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: 6� 2` � `7/ l_5` Job Address /Permit Number: Gam, zx f _ i E- ki': X „L C!'f ❑ No one available for inspection: Time AM /PM Re- Inspection required: 'Yes iVo When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: ° G' Inspector: DO NOT REMOVE THIS NOTICE x CITY OF WHEAT RIDGE / //� Building Inspection Division 1// (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: Job Address /Permit Number _ ❑ No one available for inspectio j ime AM/PM Re- Inspection required: Yes �No When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: Inspector: A r DO NOT REMOVE THIS NOTICE it 1 CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office ` (303) 235 -2857 Fax INSPECTION NOTICE Inspection_ Type: Job Address /Permit Number: c90 tom. 3 /eve_ r G ❑ No one available for inspection: Time 5!T7 AM /PM Re- Inspection required: Yes When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: z{ Inspector: — ? DO NOT REMOVE THIS NOTICE i COMMUNITY DEVELOPMENT DEPT. Inspection Services Division �^ (303) 234 -5933 Inspection line (303) 235 -2855 Office CO RRE C TION NOTI Elec. ❑ Plumb. ❑ Mech. ❑ Structural ❑ Other _W 1st ❑ 2nd ❑ 3rd Job Address ❑ Re- inspection fee of $ must be paid prior to re- inspection. ❑ Blocked Access ❑ No one available for inspection: Time AM /PM "When corrections have been made, call for re- inspection at 303 - 2345933 Dater (z 8 Inspector: DO NOT REMOVE THIS NOTICE EXEMPLA LUTHERAN MEDICAL CENTER E -WING 6TH FLOOR PRE -READ 8300 W. 38TH AVE. WHEAT RIDGE, CO 80033 MAY 2007 TESTING ADJUSTING TABB CERTIFIED SYSTEM BALANCING omplete �, Mechanical PO BOX 27706 ncnnioo rn snoo7 PHONE 303 - 948 -5429 TESTING ADJUSTING SYSTEM BALANCIlU PAGE NO. 5755 P.O. BOX 27706 DENVER, CO. 80227 FAX 303 - 972 -7453 PHONE 303 - 948 -5429 GENERAL INFORMATION EXEMPTA LUTHERAN MEDICAL CENTER - E -WING 6TH FLOOR - PRE -READ 8300 W. 38TH AVE., WHEAT RIDGE, CO 80033 PRO LOCATION ARCHITECT M ECHAMCAL ENGINEER S HEETMETAL CONTRACTOR BALANCIWG CREW c mgmmum F3�1b��S1C�BPa7C�„ B�'1C�o C. OATrETT A.STRUBLE DATE MAY 2007 INSTRUMENTS USED FLOW HOOD RAICIMEMER FLOW HOOD SHORTRIDGE ANEMOMETER DAVIS TYPE SPEED INDICATOR BIDDLE TYPE AMMETER A MPROBE TYPE DIGITAL VOL TMETER AMPRO TYPE DIGITAL INCLI DRAFT GAGE DWYER 0- 0.25" 0- 0.50" 400" MAGNEHELIC GAGE 0- 0.50" 0 -1.0" 0 -2.0" 0 -4.0" 0 -8.0" PRESSURE GAG 30 - - +30 PSI 0 -60 PSI 0 -1 PSI PRESSURE GAGE DIFFERENTIAL BARCO 0 -50" 0 -100" 0 -100' MIDWEST 820 PYROMETER AT,NnR ATKINS TYPE 396 F LUKE TYPE 52 _, u / NII E• AINOR - _ TYPE 530 r� ' o Cad Not VaOd 3 i9ned PROJECT ALTITUDE 5200' FLOW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X CORRECTED LCA 6000 9915 X GNO °��7SE� DENVER GII f COLORADO �pN�o II��a PAGE 5755—A NOTES JOB: EIMC — E —WING 6TH FLOOR — PRE —READ EO-602 — CALLING FOR COOLING BUT READ 0 CEM. COMPUTER SHOWED CEM FOR OUT HAD 0 CEM. EO-604 — CAN NOT TALK TO VAV. NO COMUNICATION. M ° ° mmop EEC. :i:A' 4 DENVER COLORADO PAGE 5755 -1 JOB: EIMC - E -WING 6TH FLOOR - PRE -READ ZONE OR REQ'D ACT'L % OF FUNCTION UNIT NO. MAIN CEM CEM REQ'D MIN R EMARKS PAG SUPPLY EO -601 1 175 171 98 VAV 100% OPEN 2 SUPPLY EO -602 2 175 0 SEE NOTE PAGE 2 SUPPLY EO-603 3 -5 520 429 83 VAV 100% OPEN 2 SUPPLY EO -604 6 -7 260 226 87 SEE NOTE PAGE 2 SUPPLY EO -605 8 -11 590 462 78 VAV 100% OPEN 2 SUPPLY EO -606 12 -15 350 242 69 VAV 100% OPEN 2 SUPPLY EO -607 16 -19 800 798 100 3 SUPPLY EO-608 20 -21 340 391 115 NO DAMPER 3 SUPPLY EO -609 22 -24 340 297 87 3 SUPPLY EO-610 25 -26 390 209 54 VAV 100% OPEN 3 SUPPLY EO -611 27 -30 600 0 3 SUPPLY EO-612 31 150 105 70 3 TOTAL 4690 3330 71 RETURN RE -20 42 -54 3915 2827 72 4 TOTAL 3915 2827 72 COMPLETE PROJECT ELMC - E -WING 6TH FL - PRE -RE PAGE NO 5755 -2 MEC ANICAL LOCATION 3800 W. 38TH AVE. DATE 05 -09 -07 BALANC FAN SYSTEM AHU -20 BALANCER C. C. & A. S. CONTRACTOR US ENGINEERING REMARKS AHU -20 - STAT PRESSURE SET POINT 2.0" AND ACTUAL IS 1.83" AIRBA •• HOW ma .....m .� • Y• ----® -..... -m. mm mmmm ...am.�■ mm Imm mm m mm mm mm m ml REMARKS AHU -20 - STAT PRESSURE SET POINT 2.0" AND ACTUAL IS 1.83" AIRBA ♦. a Y. r a•r• PROJECT ELMC - E -WING 6TH FL - PRE -RE PAGE NO 5755 -3 LOCATION 3800 W. 38TH AVE. DATE 05 -09 -07 FAN SYSTEM AHU -22 BALANCER C.C. & A.S. CONTRACTOR US ENGINEERING REMARKS AHU -22 - STATIC PRESSURE SET POINT 3.0" AND ACTUAL IS 2.71 ". AIRBAL •• e�°eieseeeeeeee r... =mom MIM N 1 1 mo • 1 • P 11• MOM w ME ®-� 00% OPEN MIN MON-- 1 _.....-�.. _-�--_.....--. 1 - NO 1 - • 11 mm ® ®� �o....��.® am am i • • �.....��.�. mm mm • mom Wim.� 10mm 10=0 mm REMARKS AHU -22 - STATIC PRESSURE SET POINT 3.0" AND ACTUAL IS 2.71 ". AIRBAL wI n Y PROJECT ELMC - E -WING 6TH FL - PRE -RE PAGE NO 5755 -4 LOCATION 3800 W. 38TH AVE. DATE 05 -09 -07 FAN SYSTEM RE -20 RETURN BALANCER C. C. & A. S. CONTRACTOR US ENGINEERING SIZE REQUIRED TEST 1 TESL' 2 TEST 3 FINAL OPE PLAN ACT' AREA VEL CEM VEL % VEL % VEL % VEL CEM $ REMARKS RE -20 -42 8/8 1.10 159 175 80 50 115 127 72 43 8/8 1.10 191 210 0 0 155 171 81 44 6/6 1.10 91 1001 80 88 1551 171 171 45 10 /10 1.10 236 260 270 114 1651 182 70 46 16/16 1.10 273 300 610 224 215 237 79 47 14/14 1.10 632 695 0 0 255 281 40 4814/14 1.10 632 6951 0 0 460 506 73 49 6/6 1.10 109 120 0 0 85 94 78 50 12/12 1.10 355 390 480 135 270 297 76 51 8/8 1.10 136 150 30 22 1151 127 84 52 10 /10 1.10 264 290 30 11 1 1951 2151 74 100°% OPEN 53 14/12 1.10 400 440 630 158 315 347 79 54 6/6 1.10 82 90 0 0 70 77 86 TL 3915 2827 :.- __ !__ ii -... .�, Fl 12 .p�.. -_ 1 L. - ____.�_._ :. -: ,; II r •r,,..' „ __7_, - ).. r . - - L� � ul 1 � ,; _' �r_., L._L ^= I, ... .. SP r „D a ��I+ U. .y'.. l !.i -ll _ _. -._... _,: .. r rw�,. 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Jjj t, 'x :erm d� I! s tb ' ._..:✓ � e.,,:Nl � i rud 1 i 1 i n �'] I� II �, ...,._ � .. �1 -. � 3.. �. ,r .� r$y� 5'.ul I� .. .... t I i [ F l:i r .� • I) 11 I �I :i / S 1 , it '� w< FA i I ,_. � M E ® I C A 1370 Harlan Street Lakewood, CO 80214 R: Phone: 303-279-1304 Fax: 303-279-7132 1-800-863-3247 VERIF ATION OF MEDICAL GAS SYSTEM PERFORMED BY: MEDICAL AIR TESTING AND SERVICE, INC. 1370 HARLAN STREET LAKEWOOD, CO 80214 (303) 279-2491 LOCATION. LUTHERAN MEDICAL CENTER 8300 W. 38TH AVE. WHEAT RIDGE, CO 80033 CONTRACTOR U.S. ENGINEERING PO BOX 905 LOVELAND, CO 80537 ' 6T' FLOOR N THIS DATE, AUGUST 23, 2007 - Q TY DESCRIPTION 43 OXYGEN OUTLETS 43 VACUUM OUTLETS 00 NITROUS OXIDE OUTLETS 00 HP NITROGEN OUTLETS 00 MEDICAL AIR OUTLETS 00 WAGD OUTLETS 08 SHUTOFF VALVES 00 ALARM PANELS 00 MASTER ALARM PANELS 00 VACUUM PUMPS 00 AIR COMPRESSORS 00 MANIFOLDS VERIFICATION IS PER NFPA 99, 2005 EDITION. THE FINDINGS ARE ATTACHED. 7MARKS: * ANY MODIFICATIONS, OR ALTERATIONS TO THE MEDICAL GAS SYSTEM SHALL ._? QUIRE QUIRE REVERIFICATiON. HIS DOCUMENT CONSISTS OF 16 PAGES. PAGE 01 OF 16 Medical Gas Equipment: Service, Testing, Verification M EDICAL SIR TESTING AND SERVICE INC ., HAS INSPECTED THIS SYSTEM FOR ADHERENCE TO NFPA 99 GAS AND VACUUM SYSTEMS; 2005 EDITION. \ THE FOLLOWING @S A LIST CT DEFICIENCIES AND/OR OF CONCERN. NONE NOTED AT THIS TOME. l� 1 TESTING QUALITY ASSURANCE Any or all ®f the following have been used in the testing and analysis ®f the Medical Pas Systems: - MST Model G2000 Medical Gas Analyzer, SIN 059 - Foxboro Model MlB Portable Ambient Air Analyzer, SIN 2744 05 - Ainsworth Model A-200 ®S AA Series Balance, Readability of . 01 mg - 26 mm membrane PTFE Filters NYAD Model MA -1608 Trace Dew Point Monitor, SIN 1993 - Minlox I Oxygen Analyzer - limn Sapphire I -R Analyzer Model 205BMLIA3N, SIN 20SE- 79520 -4 08 MEDICAL. AIR TESTING AND SERVICE, INC. Inspector: SCOTT ,IUSSEL Date: 08/23107 Page: 3 OUTLET TESTING PROCEDURES I 1) Establish proper labeling of outletiiniet per 5.1.11.3.1. 2) Check for leakage with proper adaptor inserted , 3) Check latching mechanism for proper operation and condition of outletlinlet. 4) Check static pressure per 5.1.12.3.10.2 & 5.1.12.3.10.3. Perform vacuum inlet performance test per 5.1.12.3.10.4. 5) Perform standing pressure test per 5.1.12°3.2. 6) Perform cross - connect per 5.1.12.3.5. 7) Perform valve test per 5.1.12.3.4. 6) Perform piping purge test per 5.1.12.3.6. 9 Perform a in f p g particulate test 5.1.12.3.7. 10) Perform piping purity test per 5.1.12.3.0. 11) Perform operational pressure test per 5.1.12.3.10.. 12) Perform medical gas concentration test per 5.1.12.3.11. 13) Perform medical air purity test per 5.1.12.3.12. 14) Perform medical air quality test per 5.1.12.3.14.3. MEDICAL AIR TESTING AND SERVICE, INC. inspector. SCOTT JUSSEL Date: 05/23/07 Page. 4 ZONE VALVE TESTING PROCEDURES 1) Check for proper location/condition. 2) Check f ®r proper labeling per 5.1.11.2.1. 3) Check for leakage. 4) Properly label valve per r® ®ens or areas controlled. 5) Perform valve test per 5.1.12.3.4. MEDICAL AIR TESTING AND SERVICE, INC. Inspector: SCOTT JUSSEl_ Date: 08/23/ 07 rage: 5 AREA ALARM PANE, TESTIR O P ROCEDURES PER 5.1.12.3.6 1) Check for proper location per 5.1.9.3.1. ) i 2) Establish that power is on Life Safety branch per 5,1.9.1(9). 3) Establish 68 Power On" indication. 4) Establish visual and audible alarm signals ( "Push To 'rest "). 5) Establish proper labeling per zone and gas. 5) Observe existing pressurelvacuum reading of alarm panel for each gas. 7) Observe existing low and high alarm points for each gas. 8) . Establish actual line pressure with calibrated gage. 9) Calibrate to actual lane pressure per manufacturers' recommendations. 10) Establish and set high and low alarm points per HFPA and �l manufacturers' recommendations. 11) Verify actual alarm set points by removing and subjecting each rtaraaccnnr ®la>aronannvn tra nsduce r free a known Source of dry nl range n_ - �..._...... .. ... .. .... ..tea....... ....�....� .v ... ._.... ...._ '"a __—� —_ MEDICAL AIR TESTING AND SERVICE, INC. Inspector: SCOTT JUSSEL Date: 08/23/ 07 Page: 6 MEDICAL GAS & VACUUM ZONE VALVE & ALARM PANEL DATA SHEET 1 ZONE: T6 -683 THRU T6 -691 VALVE LOCATION: ACROSS FROM ROOM T6 -663 SEE PAGE #05 FOR EXPLANATION OF TESTING PROCEDURES TEST TESTING PROCEDURES GAS AREA SERVED LABELED ZONE/GAS SEE NOTE 1 1 -10 02 T6 -683 THRU T6 -691 YESIYES *' 2 1 -10 VAC T6 -683 THRU T6.691 YESIYES *' 3 2 5 4 TEST COMMENTS - DATE REP'D REWD BY 5 AREA ALARM PANELS /LOCATION: NONE ALARM MODEL /MODEL NUMBER ALARM SERIAL NUMBER ill SEEPAGE ##07 FOR EXPLANATION OF TESTING PROCEDURES TEST TESTING PROCEDURES GAS INDICATED PRESSURE LABELED ZONEIGAS INDICATED LOW ALARM INDICATED HIGH ALARM VISUAL SIGNAL AUDIBLE SIGNAL SEE NOTE 2 3 4 5 6 TEST COMMENTS DATE REPO REP'D BY NOTE: (") MEETS STANDARDS, ANY LETTER IN THIS COLUMN REFER TO PAGE 2 MEDICAL AMR TESTING AND SERVICE, INC. Inspector. SCOTT .JUSSEL Date: 093123/07 Page: 7 MEDICAL GAS AND VACUUM OUTLET DATA SHEET 1 ZONE. T6 - 683 THRU T6 -691 / NOTE. ( **) MEETS STANDARDS, AMY LETTER IN THIS COLUMN REFER TO PAGE 2 i SEE PAGE #04 FOR EXPLANATION OF TESTING PROCEDURES - Il TEST TESTING PROCEDURES ROOM LABELED GAS DETECTED GAS STATIC PRESSURE (PSIGP'hg) FLOW RATE (SCFM) .FLOW PRESSURE (PSIGPHG) SEE NOTE 1 1.10 T6 -683 02 - 02 55 PSIG 3.5 52 PSIG ** Y :. 1 -10 T6.683 VAC VAC 17 "HG 5.0 16 "FIG *` 3 1.10 T6 -664 02 02 55 PSIG 3.5 52 PSIG "* 4 1.10 TS -684 VAC VAC 17 "HG 4.5 16 "FIG . " *.. 5 1.10 TS -685 02 02 55 PSIG 3.5 52 PSIG ** 6 1 -10 T6 -685 VAC VAC 17 "FIG 4.5 16 "FIG "* . 7 1 -10 T6.686 02 02 55 PSIG 3.5 52 PSIG ** 8.. 1.10 T6.686 VAC VAC 17 "HG 4.5 16 "FIG ** 9 1.10 T6.687 02 02 55 PSIG 3.5 52 PSIG. ** 10 1 -10 TS -687 VAC VAC 17 "HG 4.5 16 "HG ** 11 1 -10 T6 -688 02 012 55 PSIG 3.5 52 PSIG ** 12 1 -10 T6.688 VAC v4C 17'HG - 4.5 16 "HG ** 1 -10 T6 -689 02 02 55 PSIG 3.5 52 PSIG F 14 1 -10 T6 -689 VAC VAC 17 "HO 4.5 16 "FIG 1 =10 T6 -599 02 na 5g Pgur_ 3.5 tit peer, ** 18. 1.10 T6.690 VAC VAC 17 "HG 4.5 16 "HG ** 17 1.10 T6 -691 02 02 55 PSIG 3.5 52 PSIG ** 18 1.10 T6 -691 VAC VAC 17 "HG 4.5 16 "* 19 20 TEST COMMENTS DATE REP'D REP'D BY NOTE. ( **) MEETS STANDARDS, AMY LETTER IN THIS COLUMN REFER TO PAGE 2 i ZONE: T6 -650 THRU T6 -658 VALVE LOCATION. ACROSS FROM ROOM T6 -657 SEE PAGE #05 FOR EXPLANATION OF T PROCEDURES TEST TESTING PROCEDURES GAS AREA SERVED - LABELED ZONE/GAS SEE NOTE 1 1.10 02 TS-660 THRU T6.658 YES/YES 2 '1-10 VAC T6.660 THRU T6 =668 YESIYES 3 2 . 4 5 s. 4 TEST COMMENTS DATE REP'D REWD BY 5 AREA ALARM PANELS /LOCATION.- NONE ALARM MODEL /MODEL NUMBER ALARM SERIAL NUMBER F F-sZE PAGE ##07 FOR EXPLANATION OF TESTING PROCEDURES TEST TESTING PROCEDURES GAS INDICATED PRESSURE LABELED ZONEIGAS INDICATED LOW ALARM INDICATED HIGH ALARM VISUAL SIGNAL AUDIBLE SIGNAL SEE NOTE 1 2 . 3 4 5 6 TEST COMMENTS DATE REP'D REP'D BY NOTE: ( * *) MEE'T'S STANDARDS, ANY LET'T'ER IN THIS COLUMN REFER TO PAGE 2 MPU ;iI .L .4. ' ., f .J ill 1 ill !T NOTE: (**) MEETS STANDARDS, ANY LETTER IN THIS COLUMN REFER TO PAGE 2 MEDICAL AIR TESTING AND SERVICE, INC. Inspector., SCOTT JUSSEL Pate. 08/23/07 Pasek 10 SEE PAGE #04 FOR EXPLANATION OF TESTING PROCED—UR—FS—1 TEST TESTING PROCEDURES I ROOM LABELED GAS DETECTED GAS - STATIC PRESSURE (PSIGP'hg) FLOW RATE (SCFM) FLOW PRESSURE (PSIGI"HG) SEE NOTE 02 02 65 PSIG 3.5 52 PSIG 2 I 10 T6-650 VAC VAC 17 5 1 0 1:6 - HG 3 1-10 T6.651 02 02 55 PSIG 3.5 52 PSIG .1 1-10, T6;651 VAC VAC 17*'HG 4.6 16" HG 5 1-10 T6-652 02 02 55 PSIG 3.5 52 PSIG 1-10 T6-652 VAC VAC 17*'HG 4.5 16"HG 7 1-10 T6-653 02 02 55 PSIG 3.5 52 PSIG 8 1.10, T6-653 VAC VAC 17"HG 4.5 16"HG 9 1.10 T6-654 02 02 55 PSIG 3.5 52 PSIG 10 I-ID T6-654 VAC VAC 1VHG 4.6 16"HG 11 1.10 T6-655 02 02 55 PSIG 3.5 52 PSIG 12 1-10 T6-655 VAC VAC 17"HG 4.5 16"He 13 1-10 TS-656 02 02 55 PSIG 3.5 52 PSIG 14 1-10 T6 -656 VAC VAC 17"HG 4.5 16"HG lz 4 = 4 0 55 PSIG 3.$ 52 PSIG 16 1.10 T6-657 VAC VAC 17"HG 4.5 16 17 1-10 T6 -658 02 02 55 PSIG 3.5 52 PSIG .18 1.10 T6-658 VAC VAC 17"HG 4.5 16"He is 20 TEST COMMENTS DATE REPID REP'S BY NOTE: (**) MEETS STANDARDS, ANY LETTER IN THIS COLUMN REFER TO PAGE 2 MEDICAL AIR TESTING AND SERVICE, INC. Inspector., SCOTT JUSSEL Pate. 08/23/07 Pasek 10 MEDICAL GAS & VACUUM ZONE VALVE & ALARM PANEL DATA SHEET ZONE. T6 -653 THRU T6 -669; 'r6 -135 VALVE LOCATION. ACROSS FROM ROOM T6 -663 SEE PAGE t#05 FOR EXPLANATION OF TESTING PROCEDURES TEST TESTING PROCEDURES GAS AREA SERVED LABELED ZONE /GAS SEE NOTE 1 1 -10 02 T6.659 THRU T6.669, TG -135 YES(YES ** 2 1 -10 VAC T6.659 THRU T6 -668, TG -135 YES/YES ** 3 2 4 5 6 4 TEST COMMENTS DATE REP'D REP'D BY 5 AREA ALARM PANELS/LOCATION: NONE ALARM MODELIMODEL NUMBER ALARM SERIAL NUMBER WE •.u. FOR EXPLANATION OF .r• yU TEST TESTING PROCEDURES GAS INDICATED PRESSURE LABELED ZONEIGAS INDICATED LOW ALARM INDICATED HIGH ALARM VISUAL SIGNAL AUDIBLE SIGNAL SEE NOTE 1 2 3 4 5 8 COMMENTS DATE REP'D REP'D BY TEST NOTE, ( * *) MEETS STANDARDS, ANY LETTER IN THIS COLUMN REFER TO PAGE 2 MEDICAL AIR TESTING AND SERVICE, INC. Inspector: SCOTT JUSSEL Date: 03/23/07 Page: 99 MEDDCAL CAS AND VACUUM OUTLET DATA SHEET ZONE. T6 -659 THRU T6 -663. T6135 MV I E: (FF) MEETS STANDARDS, ANY LETTER IN THIS COLUMN REFER TO PAGE 2 MEDICAL AIR TESTING AND SERVICE, INC. Inspecto n SCOTT JUSSEL Date- 06/23107 Page. 12 SEE PAGE #04 FOR EXPLANATION OF TESTING PROCEDuRE5 TEST TESTING PROCEDURES ROOM LABELED GAS DETECTED GAS .STATIC PRESSURE fPSIGI "fig) FLOW. RATE (SCFM) FLOW PRESSURE (PSIG/-HG) SEE NOTE 1 1.10 TS -659 02 02 55 PSIG 3.5 52 PSIG I "* 2 1.70 T6.659 VAC VAC 17 "HG 5.0 1.6 "HG ** 3 1.10 TS -660 02 02 55 PSIG 3.5 52 PSIG ** 4 -1.10 T6.660 VAC VAC 17"HG 4.5 16 "HG ** 5 1.10 T6 -661 02 02 55 PSIG 3.5 52 PSIG ** - 6 1 -10 T6 -661 V.AG VAG 17 "HG 4.5 16 "HG *° 7 1 -10 T6 -662 02 02 55 PSIG 3.5 52 PSIG ** 8 1.10 TS -662 VAC VAC 17'HG 4.5 16 "HG ** 9 1.10 T6.663 02 02 55 PSIG 3.5 52 PSIG **' 10 1 -10 T6 -663 VAC VAC 17 4.5 16 "HG ** 11 1.10 T6 -664 02 02 55 PSIG 3.5 52 PSIG ** f2 1 -10 T6 -664 VAC VAC 17 4.5 - 16 "HG ** { 13 1 -10 T6-665 02 02 55 PSIG 3.5 52 PSIG ** 14 1 -10 T6.665 VAC VAC 17'HG 4.5 16 "HG ** 15 1 -10 T6. 667 02 g2 'S5 PSIG 3.5 5 P-s!G •+ 16 1.10 T6.6b7 VAC VAC 17 - HG 4.5 16 °'HG ** 17 1.10 - T6.668 02 02 55 PSIG 3.5 52 PSIG ** 18 1 -10 76 -668 VAC VAC 17°HG 4.5 16 "HG *• 19 1 -10 T6 -135 02 02 55 PSIG 3.5 52 PSIG ** 20 1 56 -135 VAC VAC 17 "1-16 4.5 TEST- COMMENTS DATE REP'D REP'D BY MV I E: (FF) MEETS STANDARDS, ANY LETTER IN THIS COLUMN REFER TO PAGE 2 MEDICAL AIR TESTING AND SERVICE, INC. Inspecto n SCOTT JUSSEL Date- 06/23107 Page. 12 MEDICAL GAS AND VACUUMS OUTLET DATA SHEET NOTE: ( * *) MEETS STANDARDS, ANY LETTER IN THIS COLUMN REFER TO PAGE 2 MEDICAL AIR TESTING AND SERVICE, INC. Inspector: SCOTT JUSSEL Date. 06/23/07 Page; 13 ZONE. T6 -659 THRU T6- 669. 76135 SEE PAGE # )4 FOR EXPLANATION OF TESTING PROCEDURES TEST TESTING PROCEDURES ROOM LABELED GAS DETECTED GAS .STATIC PRESSURE (PSIGPhg) FLOW RATE (SCFM) FLOW PRESSURE (PSIGI "HG) SEE NOTE 21 1 -10 T6 -669 02 02 55 PSIG 3.5 52 PSIG ** 22: 1 -10 T6 -669 VAC VAC 17 "PIG 5.0 1S - HG. * *- 23 24. 25 26 27 28 L 32 r34 - 36' 37 38 39 40 TEST COMMENTS DATE REP'D REP'D BY M EDICAL GAS & VACUUM ZONE `SALVE & ALARM PANEL DATA SHEET ZONE: T6 -670 THRU T6 -662 VALVE LOCATION. ACROSS FROM ROOM T6 -663 SEE PAGE #09 FOR EXPLANATION OF TESTING PRO CEDURES TEST TESTING PROCEDURES' GAS AREA SERVED LABELED ZONE /GAS SEE NOTE 1 1 -10 02 76 -670 THRU T6 -682 YES/YES ** ' 2 1 -10� VAC T6 -67D THRU T6 -682 YESIYES ** 3 2 4 .: S 6 4 TEST COMMENTS DATE REF'D REPb BY S SEE PACE #07 FOR EXPLANATION OF TESTING PROC TEST TESTING PROCEDURES GAS INDICATED PRESSURE LABELED ZONEIGAS INDICATED LOW ALARM INDICATED HIGH ALARM VISUAL SIGNAL AUDIBLE SIGNAL SEE NOTE 1 2 3 4 S 6 COMMENTS" DATE REP'D REP'D BY TEST NOTE: (• *) MEETS STANDARDS, ANY LETTER IN THIS COLUMN REFER TO PAGE 2 MEDICAL AIR `VESTING AND SERVICE INC. Inspector SCOTT JUSSEL Date- 03/23107 Page. 14 MEDICAL GAS AND VACUUM OUTLET DATA SWEET ZONE. T6 -670 THRU T6 -682 NOTE: ( * *) MEETS STANDARDS, ANY LETTER IN THIS COLUMN REFER TO PAGE 2 SEE PAGE # 14 FOR EXPLANATION OF TESTING PROCEDURES TEST TESTING PROCEDURES ROOM LABELED GAS DETECTED GAS STATIC PRESSURE (PSIGI "hg) FLOW RATE (SCFM) FLOW PRESSURE (PSIGI"HG) SEE NOTE 9 1 -90 T6.670 02 02 55 PSIG 3.5 52 PSIG ** T6 -670 VAC VAC 17 "HG 5.0 16"HG *" 3 1 -10 T6 -672 02 02 55 PSIG 3.5 52 PSIG ** 4�.. 1 -10 T6 -672 VAC VAC 17 4.5 16' *HG ** 5 1 -10 T6.672 02 02 55 PSIG 3.5 52 PSIG ** 6 1 -10 T6.672 VAC VAC 17 "HG 4.5 16 "HG 7 1 -10 T6 -672 - 02 02 55 PSIG 3.5 52 PSIG *" 6 1 -10 T6 -672 VAC VAC 17 "HG 4.5 16 11 HG ** 9 1 -10 T6.672 02 02 55 PSIG 3.5 52 PSIG ** 10 1 -10 T6.672 VAC VAC 17 4.5 16 "HG °* 91 1 -10 T6 -674 02 02 55 PSIG 3.5 52 PSIG ** 12 1 -10 T6 -674 VAC VAC 17 4.5 16 "HG *° .13 1 -10 T6 -675 02 02 55 PSIG 3.5 52 PSIG ** 14. F 1.10 T6 -675 VAC VAC 17 4.5 1611HG ww 15 1- 10 - ' TG- 676 02 02 55 PSIG 3.5 .52 -PSIG. ** 16 1.10 T6.676 VAC VAC 17 "HG 4.5 16 "HG ** 17 1.10 T6 -677 02 02 [ ] VAC 55 PSIG 3.5 52 PSIG `* 18 1 -10 T6 -677 VAC 17 4.5 16 ** 19 1 -10 T6.676 02 02 55 PSIG 3.5 52 PSIG *' 20 1 -10 T6 -678 VAC VAC 17 "HG 4.5 16 "HG ** TEST COMMENTS DATE REP'D REP'D By NOTE: ( * *) MEETS STANDARDS, ANY LETTER IN THIS COLUMN REFER TO PAGE 2 ZONE.- T6 -670 THRU T'6 -662 NOTE. (11) MEETS. STANDARDS, ANY LETTER IN THIS COLUMN REFER TO PAGE 2 SEE PACE #04 FOR EXPLANATION OF TESTING PROCEDURES TEST TESTING PROCEDURES ROOM LABELED GAS DETECTED GAS ..STATIC PRESSURE (PSIGf'hg) FLOW RATE (SCFM) FLOW PRESSURE (PSIGI -HG) SEE NOTE 21 1.10 T6 -679. 02 02 55 PSIG 3.5 52 PSIG `* 22 1 -111 T6 -579 VAC VAG 17 "HG 5.0 16 ** 23 1 -10 T6 -680 02 02 55 PSIG 3.5 '52 PSIG •* .24 .; '1.10 T6 -680 VAC VAC - 17"HG 4.5 16 "F➢G. * *.. 25 1.10 T6 -681 02 02 55 PSIG 3.5 52 PSIG ** 26 1 -10 _ T6 -681 VAC VAC 17 "HG 4.5 16 "HG' 27 1.10 T6 -682 02 02 55 PSIG 3.5 52 PSIG *° M '1.10 T6 -682 VAC VAC 17 "HG 4.5 16 "HG ** 29 30 31 32 F 36 37 38 39 40 TEST COMMENTS DATE REP'D REP'D BY NOTE. (11) MEETS. STANDARDS, ANY LETTER IN THIS COLUMN REFER TO PAGE 2 \ # IT in ag � 0 ■ ■ d q ° ■ LLA §q \ / \ \ � c o 0 k -C) J ƒ: » R � k � Co 3 | A ■ �. I O o L � LU 2 % 4 ds § ca § : \ 6 2 ■ 2 \ 0 � 0 A \ � � k � § 2 a� c; k� k � � � 2 CL 5 rr 0 � 2 t & k § x / k / k .§ .k° 7 2� bb �o «a k$B22 3k . ■ 0 m § ) e § 2 \ / \ \ � k §\ CO .0 .r \ J ƒ: » R o k � Co 3 ° � A ■ �. I o � % § \ ( k kz � B 2 � . lu U a 2 n / } ( L « * . � . Q k ` . k k § \ �2 2 D E . « \ co r k$§ ` k' \ Ir '� I I I � (. § ° § 2 - § / ' 0 \ _ ) k a k k z k } § \ . :5 ± f£ /$ I . ■ �b m § ) e § / _ / \ \ � k §\ CO .0 .r \ J ƒ: » 2 % £ § k � Co 3 ° � A ■ �. I o . ■ �b m / \ \ � \ §\ \ \ k E \ 2 % £ § k � Co 3 ° � A ■ �. I . ■ ¥. «.�.< �b m �B � % § 2 � B � lu U 2 � . Q ` k \ �2 2 D E . « co r k$§ ` k' Ir '� I I I ¥. «.�.< o . r 9 1= s an ,a N o . r 9 1= s an ,a 1 I EXEMPLA LUTHERAN MEDICAL CENTER 6TH FLOOR TOWER REMODEL J 8300 W. 38TH AVE. WHEAT RIDGE, CO 80033 - l SEPTEMBER 2007 J TESTING Complete PO BOX 27706 } ADJUSTING Mechanical DENVER, CO 80227 TABB CERTIFIED Balancing, Inc. FAX 303- 972 -7453 SYSTEM BALANCING PHONE 303 - 948 -5429 €.3 �. 9 TESTING c oOmmimum ADJUSTING Imm C MflM E VI&I ll SYSTEM BALANCING m5LZlTa1c',3afo 0 73mc o I ' r l GENERAL INFORMATION .PAGE NO. 6005 P.O. BOX 27706 DENVER, CO. 80227 FAX 303- 972 -7453 PHONE 303 - 948 -5429 1 PROJECT EXEIvlPrA LUTHERAN MEDICAL CENTER - 6TH FLOOR TOWER REMODEL 1 LOCATION 8300 W. 38TH AVE,, WHEAT RIDGE, CO 80033 ARCHITECT H + L ARCHITECTURE MECHANICAL ENGINEER CATOR, RUM & ASSOCIATES S HEE METAL CONTRACTO US ENGINEERING CCH PANY INCLINED DRAFT GAGE DWYER 0- 0.25" 0- 0.50" 400" MAQV,HE IC GAGE 0- 0.50" 0 -1.0" 0 -2.0" 0 -4.0" 0 -8.0" PRESSURE GAG - 30 --+30 PSI 0 -60 PSI 0 -100 PSI PRESSURE GAGE DIFFERENTIAL BARCO 0 -50" 0 -100 0 -100' MIDWEST 820 PYR OMETER ALNOR THERMOMETERS ATKINS TYPE 396 MICRCMANOMET ALNOR FLUKE TYPE 52 TYPE 530 call Catlett ssooeooic Not Valid Unless Signed Coe e PROJECT ALTITUDE 5200' FLOW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X /' �I• � I• �I' 11 USED TYPE ICA 6000 TYPE 9915 TYPE DIGITAL TYPE DIGITAL X VELOCITY CORRECTED BALANCING CR C.C'AT E T r, INSTRUMENTS FLOW HOOD AAIk)ME ER FLOW HOOD SHORTRIDGE ANEMOMETER DAVIS SPEED INDICATOR BIDDLE AMMETER AMPROBE VOLTMETER AMPROBE INCLINED DRAFT GAGE DWYER 0- 0.25" 0- 0.50" 400" MAQV,HE IC GAGE 0- 0.50" 0 -1.0" 0 -2.0" 0 -4.0" 0 -8.0" PRESSURE GAG - 30 --+30 PSI 0 -60 PSI 0 -100 PSI PRESSURE GAGE DIFFERENTIAL BARCO 0 -50" 0 -100 0 -100' MIDWEST 820 PYR OMETER ALNOR THERMOMETERS ATKINS TYPE 396 MICRCMANOMET ALNOR FLUKE TYPE 52 TYPE 530 call Catlett ssooeooic Not Valid Unless Signed Coe e PROJECT ALTITUDE 5200' FLOW HOOD CORRECTION 1.10 APPLIED TO; AREA ( K FACTOR ) STATIC PRESSURE CORRECTION 1.21 RECORDED PRESSURE READINGS ARE MEASURED X /' �I• � I• �I' 11 USED TYPE ICA 6000 TYPE 9915 TYPE DIGITAL TYPE DIGITAL X VELOCITY CORRECTED C�OOpbL ZB DENVER G p C COLORADO PAGE 6005-A NOTES JOB: EINO - 6TH FLOOR TOWER REMODEL E0602 - CEM SETPOINT IS 75 CEM, VAV WON'T OPEN TO SETPOINT BY ITSELF. E06O5 - VAV HAS A 8" INLET, VAV 100% OPEN. f� E0606 - OUTLET #16 DUCT CAPPED, EXISTING. PAGE 2. E06O7 - EXISTING OUTLET, NO DAMPER. TOLD U S ENG INEERIN G. E0609 - HAS NO COMMUNICATION, REPAIRED COMMUNICATION. } E0611 - OUT #28 - #30 TAPPED OFF, CANNOT BALANC PAGE 3. EXHAUST - OUTLETS E -34 THRU E -50 CAN'T FIND ANY BLOCKAGE ZONE 100% OPEN, DON'T KNOW WHAT OTHER FLOORS ARE DOING. R. PAGE 7 & 8 ! Lq C NOTES ;1 AIR SYSTEM RECAP SHEET DENVER COLORADO PAGE •00 1 JOB: ELMC - 6TH FLOOR TOWER REMODEL ZONE OR REQ'D ACT'L % OF FUNCTION UNIT NO. MAIN CFM CFM REQ'D MIN R E M ARKS P SUPPLY E0601 1 -2 400 435 109 2 SUPPLY E0602 3 75 77 103 SEE NOTE PAGE 2 SUPPLY E0603 4 -6 400 413 103 2 SUPPLY E0604 7 -8 250 259 104 2 SUPPLY E0605 9 -12 1200 842 70 SEE NOTE PAGE 2 SUPPLY E0606 13 -16 200 259 130 SEE NOTE PAGE 2 SUPPLY E0607 17 -20 600 611 102 SEE NOTE PAGE 3 SUPPLY E0608 21 200 204 102 3 SUPPLY E0609 22 -24 275 281 102 SEE NOTE PAGE 3 SUPPLY E0610 25 -26 450 237 53 3 'E SUPPLY E0611 27 -30 600 SEE NOTE PAGE 3 SUPPLY E0612 31 150 149 99 3 SUPPLY E0613 32 400 395 99 4 SUPPLY E0614 33 -34 200 198 99 4 Ll TOTAL 5400 4360 81 RETURN TOTAL R- 1 -R -16 4025 4025 3069 3069 76 5 76 EXHAUST E- 1 -E -11 850 842 99 6 EXHAUST E -12 75 143 191 6 EXHAUST E- 13 -E -24 925 941 102 6 EXHAUST E- 25 -E -32 600 594 99 7 EXHAUST E -33 75 72 96 7 EXHAUST E- 34 -E -50 1975 859 43 SEE NOTE PAGE 7 -8 TOTAL 4500 3451 77 R COMPLETE PROJECT ELMC - 6TH FL TOWER REMODEL MECHANICAL LOCATION E WING BALANCING FAN SYSTEM AHU -20 VAVs (� CONTRACTOR US ENGINEERING PAGE NO 6005 -2 DATE 08 -27 -07 BALAN C.C. REMARKS AIRRAL mom 644Y �,... ' 1.1• . -�� 11 Mom ...� I M I 65/FFE 75 mm ....mm.�� MEE mm mi . V• _--� 11 —.....-®. � mmmm a Iu11 #6mm ME mm mm m REMARKS AIRRAL I' REMARKS AIRBN PROJECT ELMC - 6TH FL TOWER REMODEL LOCATION E WING FAN SYSTEM AHU -22 VAVs CONTRACTOR US ENGINEERING PAGE NO 6005 -3 DATE 08 -29 -07 BALANCER C.C. ••� e�ee�e�e�eeeee ��.��- , 1.1: � � -®1 � 11 11 ®1 ---.® 1 � � .I p I I III IF A Wi, /1 .1761 •1 • Y� _-�- .11 _..... m-. mm.....mm. 1 • ®....® . • .. 1 .'IY/ =V1�17 mmmmmmmm _- ' -_---_ �..... --. '---- m..... --- I' REMARKS AIRBN PROJECT ELMC - 6TH FL TOWER REMODEL LOCATION E WING FAN SYSTEM AHU -22 VAVs CONTRACTOR US ENGINEERING PAGE NO 6005 -3 DATE 08 -29 -07 BALANCER C.C. I SIZE REQUIRED TEST 1 TEST 2 TESL' 3 FINAL OPENING PIAN AREA VEL CEM VEL o VEL % VEL % VEL CFM % REMARKS E0613 -32 22/10 1.37 292 400 278 95 288 395 99 MIN 250 /HEAT 250 APL 400 395 KF 573 E0614 -33 24/24 1.10 91 100 100 110 90 99 99kN 250 /HEAT 250 34 24/24 1.10 91 100 70 77 90 99 99 L 200 198 KF 530 REMARKS EL] PROJECT ELMC - 6TH FL TOWER REMODEL LOCATION E WING FAN SYSTEM AHU -22 CONTRACTOR US ENG. VAVs PAGE NO 6005 -4 DATE 08 -29 -07 BALANCER C.C. AIRSAL `l COMPLETE PROJECT ELMC - 6TH FL TOWER REMODEL PAGE NO 6005 -5 MECHANICAL LOCATION E WING DATE 08 -31 -07 BAIANC FAN SYSTEM RETURN BALAN C.C. l CONTRACTOR US ENGINEERING 1 REMARKS 0 AIRBAL !1 SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL I OPENING FLAN AREA VEL CEM VEL % VEL % VII, % VEL CEM % REMARKS RETURN R -1 24/24 1.10 264 290 130 49 175 193 66 100% OPEN R -2 24/24 1.10 82 90 90 110 110 121 134 NO DAMPER R -3 24/24 1.10 91 100 90 99 65 72 72 R -4 24/24 1.10 409 450 150 37 275 303 67 100% OPEN R-5124/24 1.10 400 440 160 40 265 292 66 100% OPEN R -6 24/12 1.10 68 75 100 147 50 55 73 R -7 24/12 1.10 91 100 60 66 65 72 72 R -8 24/12 1.10 68 75 22013231 1 85 94 125 100% CLOSED R -9 24/12 1.10 182 200 50 28 130 143 72 R -10 24/24 11.10 273 300 225 83 190 209 70 R -11 24/24 1.101 159 .175 225 141 115 127 72 R -12 24/24 1.10 632 695 450 71 445 490 70 R -13 24/24 1.10 632 695 650 103 440 484 70 R -14 24/24 1.10 59 65 125 212 130 143 220 100% CLOSED R -15 24/24 1.10 182 200 130 72 130 143 72 R -16 24/24 1.10 68 75 400 587 120 132 176 100% CLOSED T mns, 4025 3069 1 REMARKS 0 AIRBAL !1 PROJECT ELMC - 6TH FL TOWER REMODEL LOCATION E WING FAN SYSTEM EXHAUST CONTRACTOR US ENGINEERING AIRBAL PAGE NO 6005 -6 DATE 08 -29 -07 BALAN C.C. l •�� e�ee�0eeeeeeee .�,... ' IP • • -��� ® ®.... ®®' � 11'. M. .911 AIRBAL PAGE NO 6005 -6 DATE 08 -29 -07 BALAN C.C. l AIROAL PROJECT LOCATION E WING FAN SYSTEM EXHAUST CONTRACTOR US F.NGT' PAGE NO 6005 -7 DATE 08 -30 -07 BALAN C.C. ELMC - 6TH FL TOWER REMODEL • eee�seeee�eee -Di ,... MIN wo mom a mmm mmm ONE M mm AIROAL PROJECT LOCATION E WING FAN SYSTEM EXHAUST CONTRACTOR US F.NGT' PAGE NO 6005 -7 DATE 08 -30 -07 BALAN C.C. ELMC - 6TH FL TOWER REMODEL PROJECT ELMC - 6TH FL TOWER REMODEL LOCATION E WING FAN SYSTEM EXHAUST CONTRACTOR US ENGINEERING PAGE NO 6005 -8 DATE 09 -04 -07 BALAN C.C. ,R.A SIZE REQUIRED TEST 1 TEST 2 TEST 3 FINAL OPENING FLAN AREA VEL CEM VEL % VEL % VEL o VEL CEM $ REMARKS EXHAUST- E-47 10/24 1.10 91 100 65 72 35 39 39 E-48124/24 1.10 227 250 40 18 60 66 26 100% OPEN 1 E-49 24/24 1.10 227 250 11551 75 83 33 NO DAMPER E -50 24/24 1.10 227 250 100 44 95 105 42 TOTAL 850 292 TOTAL E -34 -50 1975 859 ,R.A OF WHEgT� City of Wheat Ridge :. Comm. Tenant Finish .PERMIT = 071365 PERMIT NO: 071365 ISSUED: 12/19/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: DESCRIPTION: Build out shell space in .MOB #3. 1st. floor. ** *.CONTACTS * ** owner - S, m (2�V4'; C'fAA ` Exempla Lutheran Med. Ctr. gc 303/571 -5377 02 -1114 Gerald H. Phipps, Inc_. .sub 303/733 -7248 Patrick D. Alley -01 -8137 Intermountain. Electric,: Inc. sub -: 303/295 -1152 Harold. McGlathery 06- 0039 - Crabb, -Inc. sub 303/295 -1152 Harold McGlathery 06 -0039 Crabb, Inc. sub 303/429. -3600 Joseph .J Bogetich 02 -1940 Westover Corporation * * PARCEL INFO * ZONE CODE: PHD USE: 'UA SUBDIVISION: UA BLOCK /LOT #: -:. 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 373,714:.00 FEES Permit -Fee 3,286.67 Plan Review Fee 2,136.34 Total Valuation .00 Use Tax 6,726.85 ** TOTAL. ** 12 Conditions: Approved with attached review notes JS 12/19/07 Subject to .field .inspections I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C):and. all other applica Wheat e.. Ordinances, for work under this permit. Plans .subject ` to field inspection. Signa a of contractor /owner date 1. T permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable . ordinances of the City. 2. This permit shall expire 180 .days from the issue date. Requests for an extension .must be received prior to expiration -date. An extension may be granted at the discretion of the Building Official. - 3. If this permit expires, a. new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any.. suspension or abandonment has not `exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem S. Contractor shall notify the Building Inspector. twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job 6. The issuance of a permit or the approval of 'drawings and specifications shall not be construed to be a. permit for, nor an approval of, any violation of the ovisions of : the building codes or any other ordinance, law, rule or regulation:. All plan review is subject t nspections Signature of Chief Building Of ial -date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE .MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. o City of Wheat Ridge Building Permit Number: B' Community Development � Depart A m �j e ?p n t t' � ] Date: �� f OOLORPOO p �.s �i _(I,A.F.S.�.1:. Fr.el4L &� �E�. CCk.S7'.��.7Sr�..C'sy �Y TION Property Owner: Ekes -YcA I- LyTlok At1 AjeC: Cef.� Property Address: ?00 W Phone: Contractor License No.: a I I Company: bLY+(BLth d�. QbhfpS hJC, Phone: 3Da ^$7I'�7 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT RgaI t, ng Dept. VBIUatl01] Figu re: ,$ i I hereby certify that the setback distances proposed by this permit application are .: accurate, and do not violate applicable ordinances, rules or regulations of the City of Value:$ Qj']j'71 I Wheat Rid g e or covenants, easements or restrictions of record; that all measurements ) mm shown, and allegations made are accurate;. that I have read and agree to abide by all Permit 1~00:$ conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code(I.B.C) and all other applicable Wheat Plan Review Fe0:$ 3 Ridge Ordinances, for work under this p ermit. Plans subject to field inspection Use Taxi (OWNER)(CONTRACTOR): SIGNED / �� DATE [ 6 TQta1:$ i 4 ast7 I gg�qq�� F�FrA/� /l DATE_ (OWNER)(CONTRACTOR):PRINTED lL� ` A4 Use of Space (description): 00 V pu Mj6 il�3 LlffkJR A tt. (tl 1- '�'f , Descriptfon of work: Sq.Ft. added BUMDING DEPARTMENTUSE ONLY SIC: Sq.Ft,: Z ONING COMMENTS: Approval: Zoning:. BUILDING COMMENTS: 077/(r w& ��/j av&7z� Approval: / I PUBLIC WORKS COMMENTS: Approval' r IRE DEPARTMENT COMMENTS: t f Approval ' Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: ( Company: Company: Crt A56 Company: Gclo5.L t 7 SL Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of 'Colorado and to the Zoning-Regulations-and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of l: the City (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. ' (3) ifthis permit expires a new permit may be acquired for a fee of one - halfthe amount normally required, provided no changes :. have been orwill be made in the original plans and specifications and anysuspension orabandonment has not exceeded one >, (1) year. If changes have been or if suspension or abandonment exceeds one (1). year, full fees shall be paid for a new permit. ` (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive, phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for nor an approval of, anyviolation of the provisions ofthe building codes or any otherordinance, law, rule orregulation.. All plan review is subject to field inspections., - Chief Building Official W;. a .I 7500 West 29th Avenue Wheat Ridge, Colorado 80033 - Telephone 303/235 -2846 September 27, 2007 The City of Wheat Ridge "TEMPORARY ADDRESSES" NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): Exempla Inc., 8300 W. 38` Ave., Wheat Ridge, CO 80033 TEMPORARY ADDRESSES 8300.38r Awe. - Temporary Constriction Tialer #1. #T`fSe attached map) NOTES: This is to assign temporary addresses for the construction trailers (7 total) at the Exempla Lutheran Medical Center site. AUTHORIZED BY: 2 7 S5 DATE: DISTRIBUTION: 1. Property Owner 2. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033 3. Xcel Energy, ATTN: Correspondence, P.O. Box 840, Denver, 80201 4. Water District: Wheat Ridge 5. Sanitation District: Wheat Ride_ e 6. Fire District: Wheat Ride 7 Wheat Ridge Planning Division 8 ea�clguilgitsont 9. Wheat Ridge Police Department 10, Log File 11, Other: NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: "The Carnation City" c ,-> �... �;. -, �`, ,; , �� �. +� , `` ,s _s � . '::? I -ng Inspect,or (7c Lficate of. occupancy,, . .�. r.'. -. ..\ ^...,.\r :. ^: ✓�.v �\v.� ...-.tivr. �.r.v ✓✓a:rr..':......i :..: .. r..rwv r.nr.'a.v.i•r✓�.'.v. ^.. ^.v; ..v ✓ ✓ ✓✓.rr.w :'...i 1 i r Date: ID /BJO� i A Certificate of Occupancy ] Completion has been requested for. ADDRESS f PURPOSE OF STRUCTURE: I , IL Zp�q t$ , 'i iYl �(S S i�e�o �S 1 �a1 PVC i l t S Building Department Approva Remarks ? CSC; Zoning Approval U` Remarks . t Public Works Approva t Remarks c' t Fire Marshall Approva s (If Applicable) t Remarks . Sanitation District Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks �\. � r \ - \n �/\'v \M'��.V \'� ^.�•.�\ ^.M ^�hh.'�.'V Vim'\.\ \ \'\r.i\.V \'4lM'�. ": \ \/\'W�'tiV�M \/�1.'V'V�.VJ\'��\l V \1'\ City of Wheat Ridge Comm. Tenant Finish PERMIT - 070457 PERMIT NO: 070457 ISSUED: 05/17/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 11/13/2007 DESCRIPTION: Patient Rooms / Dialysis Rms. 6th floor / 1970's Tower. _ * ** CONTACTS * ** owner 303/917 -7561 ELMC gc 303/295 -2511 M.A. Mortenson, Jr 01 -8817 M. A. Mortenson Company sub 303/227 -4818 Gary A Thiaville 01 -8567 Sturgeon Electric Co. sub 970/669 -1666 Dwight Brinkman 01 -9423 U.S. Engineering Co. sub 970/669 -1666 Dwight Brinkman 02 -1413 U.S. Engineering Company ** PARCEL INFO ** ZONE CODE: PHD USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ _ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 3000,000.00 FEES Permit Fee 16,793.95 Plan Review Fee 10,916.07 Total Valuation .00 Use Tax 54,000.00 ** TOTAL ** 81,710.02 Comments: Must meet 2003 I Codes - 2005 NFPA 2005 NEC Subject to field inspections I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all .other. applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection.. Signature of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance eermit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval o violati n the provisions of the building codes or any other ordinance, law, rule or regu lation.All plan revY ect�t/o 1 d inspections.. Signature of Chief Building Offical date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. � 1, M M O O 00 N - N Cp _O Cr 0) O M N V N 0 O 0 4 Y/ 3 d c O v w O G. N . l0 v W r w _m c M R d 0 c d N fA c O CL 0 1. w d C' V O V O NI U C co U U r u Q H r� `Fummir c 2 1Q a0 0 C L t U .0 �Y 0 .� cc� � m U a OD O � w LU u g LL 5 w c Z U c � O N � U 1- C9 O i Z a a z z W O. J W iUQ O a a co °- J Q Z Q a F ¢q D Z>: LU co o , 0 CO Z O c � a m 2 a. c y t N 1 Z O `p U. � fA Z O U E� $ ? LL a LL c u g LL 5 w c Z U c � O N v � BE L N r � -p c LM F m u i i F F ial Q 1 i Q o� b a�� s C a N V N g O b ISM lk v o 6 Cr- n -� n� p� g O b ISM lk v o 6 Cr- u� City of Wheat Ridge . °° Comm. Tenant Finish PERMIT. 070683 PERMIT NO: 070683 ISSUED: 07/06/2007 JOB ADDRESS: .8300 W 38TH AVE EXPIRES: 01/02/2008 DESCRIPTION:. MOB .I 3rd /4th Floor Renovation ** *.CONTACTS * ** gc '303/295 -2511 M.A. Mortenson, Jr 01 -.8817 M. A.'Mortenson Company sub 303/227 -4818 :Gary A Thiaville 01 -8567 Sturgeon Electric Co. sub '970/669 -1666 Robert R. Brunson 01 -9423 U.S. Engineering Co. SUB :970/669 -1666 Dwight Brinkman 02 -1413 U.S.. Engineering Company owner 303/425 -4500 Exempla ** PARCEL INFO ** ZONE CODE: ` UA USE: - UA SUBDIVISION: UA BLOCK /LOT #: 0/ * *FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 515,780.00 ' y FEES Permit Fee �/ y 4,302.83 Plan Review Fee /py�� 2,796.84 Total Valuation 0 ) a 00 Use Tax 9,284.04 ** TOTAL ** 16, 383.71 Comments: TT: OKAY SUBJECT TO CORRECTION NOTES INCLUDED WITH PLANS ELECTRICAL MUST MEET 2003 NEC SUBJECT TO 2003 I CODES SUBJECT TOWRFD NOTES SUBJECT TO FIELD INSPECTIONS Ihereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable " ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate;. that I have read and agree to abide by all conditions: :printed on this application and that I assume full responsibility for compliance with the Wheat. Ridge. Building Code (I B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection signature of contractor /owner date i. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the ..State of Colorado and to the Zoning' Regulations and Building .Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City., 2. This permit shall expire 180 :days from the issue date. Requests: for an extension must be received . prior to expiration date An :extension may be granted at the discretion of the Building Official 3. If this permit expires,a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or .abandonment has not exceeded one ,(1) year.- If changes have been or if 'suspension or abandonment exceeds one (1) year, full fees shall be paid for... a new permit 4 No work of any manner shall be done that will change the natural flow of water causing a drainage: problem. S. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive ' written `approval'on ins ctioncard before: proceeding with successive . phases of the, job. I 6. The issuance of a p or theappr val of drawings and specifications shall not be construed to be a permit for, nor an approval of, a anon of ovi.ions the building codes or any other ordinance, law, rule or regulation All plan review ' t to spections j Signature of Chief Building Official date j INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS. MUST BE MADE BY 3PM ANY .BUSINESS.. DAY. FOR INSPECTION THE FOLLOWING BUSINESS. DAY.. j-, _ � WHEA2- ,m City of Wheat Ridge 0O 1ORP 00 Commercial Demolitio PERMIT 070603 PERMIT NO: 070603 ..ISSUED: 06/19/2007 . JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 12/16/2007 DESCRIPTION: demo . per attached plans- non- structural only ** *'CONTACTS. * ** gc 303/295 -2511 M.A. Mortensen, Jr 01 -8817 M. A. Mortensen Company 'owner 303/425 -4500 Exempla * *PARCEL 'INFO * *` ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** :�q ESTIMATED PROJECT VALUATION: .00. FEES Total Valuation �jel 50.00 * *.TOTAL ** 6® /" 50.00 Comments; .Demo of non - structural items per attached. subject to field inspection I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all ;measurements shown, and allegations made are accurate; that I.have read and agree to abide . by all conditions printed on this application . and that I,.assume full responsibility for compliance with the Wheat Ridge. Building Code(I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. , Plans subject to field inspection. Signature of contractor /owner date 1 This permit was :issued in accordance with the .provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other . applicable ordinances of the .City. 2. This permit shall expire 180 days from the issue date.. Requests for an extension must be received . prior to .expiration - date. An extension may be granted at the discretion of the Building Official -3. if this permit expires, a new permit may be acquired for a fee of one -half the amount . normally required, provided no `changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full Jtees shall be paid ,fora new permit. 4. : No work of any manner shall be done that will change the natural. flow of water causing a drainage problem... 5. . Contractor . shall notify the Building Inspector :twenty -four (24): hours in advance for all inspections and shall receive written approval on inspection card before proceeding: with successive phases of the job 6. The issuance of apermit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of— y. violation of the provisions of the building codes or any other ordinance, law, rule or regulation.: All plan sev` subject topfield inspections Signature of Ch 1 in date INSPECTION. REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235-2855 'REQUESTS MUST BE :MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 1p � � 2 o � � g Ch ( LL § k z k t ( � J ��k a \ k m § f ui E$f t a. A f k Ch env � �q ° 4 a o ILU :3 co / . ?. 4) 22 ® k R 2 : 2 q L e S 5 U n \ w) kq (A % kw� / z § s . t @ �2 E . b -- 2 co \ c a . � .. .� § , ..� .� ■ \2 k � 2 I �| @a bb �o «t 2 k ©££ o � , , � ( LL § k z k t ( � J ��k a \ m } # f ui E$f t a. A f k }/ t / � \ w) % / z . b -- a . � U) / 0 � j CO # a § k \ § § .7 / �o { �\ � k : ( Ix c � \ � k a. = L ( 2 Z A! I = @ a .c f § I } E� z . z B 7 = /§ � s \ L k U. % m 2 U. # £ J ■ � , , � ( LL § k z k t ( � J ��k a — ) e / $ � m } # f ui E$f t a. A f k t � m �§ � % % . 2 . � 0 � a \ .7 �o � k � k = L 0 2 & A! . .c r § E� z E = /§ � s L U. % d R" d9 ter/ / aa/v // >� a %� r� ✓/�� v o� �r i 7 �'' P � p >��7� zcq 5 42 r �p tip 4 vV t 3 ti v 1 x it I \, l r�r v �J L N 0 1 i L� � l`c � 42 r �p tip 4 vV t 3 ti v 1 x it I \, l r�r v �J L N 0 1 IK y � O X V � v N� \D i L� l`c � IK y � O X V � v N� \D Fi �qT March 4, 2004 City Of Wheat Ridge 7500 W. 29 Ave. Wheat Ridge CO. 80033 To whom it may concern: This is a clarification regarding the Power Plant upgrade work. It has been pre- determined by the ELMC Facilities department that the built date for the existing buildings, in the areas of construction, the chiller room was 1991. According to the comprehensive asbestos report completed June 20, 2000 the following assumptions can be made: 1991 Built Date (1 ST floor) There are no suspected materials identified in the 1987 built date: See attached These building were not found to have any ACBM in the asbestos report. According to the test results, they contained no asbestos. If there is a question of asbestos during demolition, it is understood that the G.C. will contact Steve Hogsett at ELMC and get a test done immediately. If the test is not completed, the G.C. will retain the right to hold off on demolition until the results have been received in writing. Please note that anything built prior to 1981, including the hard straight run pipe insulation and mudded joint fittings, the fire door insulation, and elevator shafts will be considered Presumed Asbestos Containing Material until properly sampled and analyzed. If you have any additional questions, please contact Steve Hogsett at (303) 425 -2112 or (303) 897 -4468. Thank you, Steve Hogsett Steve Hogsett 12/01/05 Page 1 of 1 I �,,..., ^; .:•n'��, �., �.:.....M .• �-...... .n.`.- ...rr.v,v.- �.�iv�i..�.... r.i :n: .rr,.rr.v r...:.- w�. v .i�r.i..•.v ✓:. ^.- :\� ^r ✓aw�r�.w Date: A Certificate of Occupancy] Completion has been requested for 7 ^ o Uj' 1J�� ADDRESS:' ��y S _ < pURpoSE OF STRUCTURE: ✓1 \�� { t Building Departn Remarks 4, Zoning Approval Remarks: 5 Public Works Approva Z Remarks: Fire Marshall Approva tp t (if Applicable) 1 S Remarks - �` �v 1 '" � V Sanitation District Approval:, `_ �, � (If Applicable) ( Yvra Remarks: 565 u � Water District Approval: (If Applicable) Remark.- l i i • _ _ _ •.....n..nn...�.�.�.�.'�.�1\ 4WD.\ 1.\/ �• V\ h\ N\'V".'\' �n.' V�/ �hV\n• �' �.\ V \�.11/�,'�. ^./�1/'..'�V�'�•�MM/ INSPECTION RECORD Occupancy/Type I, - Inspection Line (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. b7c INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB i FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: 'Footings /Caissons �� ! 2 pY 1 Stemwall Reinforcing or Monolithic 10 �G n Concrete Encased Ground CEG Weatherproof / French Drain Sewer Service Lines - Water Service Lines POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR I d. �< ical (Underground) ping (Underground) Tg (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED :ROUGHS - Sheathing Mid -Roof ' �� ! 2 pY 1 Electrical Service Rough Electric 10 �G n Rough Plumbing Gas Piping 'Rough Mechanical - = raming nsulation )rvwall Screw :FINALS Electrical Plumbing FMechanical �� ! 2 pY 1 Roof Building Final 02 OZ �G R.O.W & Drainage Fire Department Parking & Landscaping ' ""NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED, FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER __- ZON /SEP /20 /THU 10;43 AM SPECTRUM FAX No,3037994995 P,004 Spectrum Construction Contracting, LLC September 20, 2007 City of Wheat Ridge Building Department 7500 W 29' Avenue Wheat Ridge, CO 80033 303- 235 -2855 303 -235 -2857, fax Re: Permit - 070961 (TRANSFER) Job Address: 8300 W 38"Ave Dear Christie, Spectrum Construction contracting, LLC would like to transfer the subject Building Permit, 070961. Please transfer to the following contractor: Western Telecom, Inc. 50 5 Havana St., Suite 520 Aurora, CO 80012 720 -858 -1115 303 - 478 -8101 — Mobile 720 -858 -1117 — Fax Attn: Bill Kallergis Area Manager, Denver Please contact me if you have any questions or need additional information. Sincerely, 4)&w„ 9nia- Dawn Jones Project Coordinator 7399 South TVcson Way - Suite G5 - CenteunW, CO 80112 - Phone 303.799.4994 - Fax 303399.4995 20 &7 /SEP /20 /THU 10:4 AM SPECTRUM FAX No•3037994995 P.005 �e, di�E, atey�n[res� rang ra�aa;�ar,a yea :�€..gae�ai iaq. ��+8 .gYlq epeC�icai�o Jiang -ehz ±va ra �aPm :oR ,.ea�j•�9,euz >t�¢),'�Lov�.,+s,' ; Sri.. ;oia�ys �.aa3 :flip'bdil�7ng.pGde9::rox. `�P•9 C CITY OF WHEAT RIDGE ` q` 0 09/07107 105 PM tdb 1 12/28/07 Build Permit Parcel Letters Pc1Inq PERMIT MASTER FILE bplso -pg Co$1 Contacts Val /Fees Status Notes Condtns Address Receipts Inspect DrvInst Apprv'l RegInspt Delete ✓v L ; � 3,_ Lt,F arc k+�•w - —i'I�.nx I '� sz 2107 /SEP /20 /THU 10;41 AM SPECTRUM FAX No,3037994995 P.002 i Spectrum Construction Contracting, LLC September 20, 2007 City of Wheat Ridge Building De 7500 W 29 Avenue Wheat Ridge, CO 80033 303- 235 -2855 303- 235 -2857, fax Re: Permit— 070504 (CANCEL) Job Address: 8300 W 39' Ave Dear ChrisYte, Spectrum Construction Contracting, LLC would like to cancel the subject Building Permit, 070504. Please send us a refund for the Building Permit expense. Please contact me if you have any questions or need additional informatlon. Sincerely, aUO-M g Dawn Jones Project Coordinator 7399 South Tucson Way - Suite C-5 - Centennial, CO 80112 - Phone 303.799.4994 - Fax 303.799.4995 20D7/SEP /20MU 10:41 AM SPECTRUM FAX No.3037994995 P.003 itYixa ;YoveeaY: CITY OF WHEAT RIDGE 96725!07 4:3 PR Cd6 Spectrum Can5tructie Go iA adVA;SCi seive;::ppe'ses..al, RECEIPT WO!CO2388; AMOUNT :pa iona;�sbaT :.vi $PSP CELL SITEITELECOM - 568.91 sode9:ai a y',.IXE1 678504 Permit Fee Plan Review Fee 235.7@ 153. i'1 Use Tax 189.8© E PAYMENT RECEIVED AMOUNT NC:dFFY�zf' <.: Ck 19959 568.91 ':SNSPECTS.CDSi TOTAL 568.91 gF ,WHEgr� i City of Wheat Ridge C Comm. Add Structure PERMIT - 071335 PERMIT NO: 071335- ISSUED: '12/07/2007 JOB ADDRESS.: 8300 W. 38TH. AVE EXPIRES: 0.6/08/2008 DESCRIPTION: Site :Trailer .Complex .- * * *. CONTACTS * ** owner 303/425 -4500 ELMC gc ` 303/295-2511 M.A. Mortenson, Jr 01 -8817 M. A. Mortenson Company sub 303/227-4818 Gary AThiaville 01 -8567 Sturgeon Electric 'Co. sub 970/669-1666 Robert R. :Brunson 0.1 -.9423 U.S. Engineering Co. sub 970/669-1666 Dwight Brinkman 02 -.1413 U.S. Engineering Company ** .PARCEL 'INFO ** ZONE CODE: '. PHD USE: UA SUBDIVISION: UA..' BLOCK /LOT #: 0/ FEE SUMMARY ** ESTIMATED PROJECT. VALUATION: 321,434.00 FEES Permit Fee 2,908.11 Total Valuation .00 ** .TOTAL ** 2,908.11 Conditions:: TRC: OK I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable .ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions' of record;': that all measurements shown, and 'allegations made are accurate;. that I have read and : agree to abide by all conditions printed on this application and that I assume full responsibility for .compliance with the Wheat Ridge. Building Code :(I e C) and all other . applicably at e o inan_ _.ces, for work under this permit. Plans sub ject to field inspection Signature of ntractor /owner date 1 This permit was issued , in accordance with the provisions set forth in your 'application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City.. 2. This permitshall expire 180 days from the issue date. Requests for an extension must be received: prior to expiration date. An extension maybe granted at the discretion of the building Official. 3 If this permit expires, a new permit may be acquired for a fee of 'one half the amount normally required, provided no changes have been or will be made in the original plans . and specifications and any suspension or abandonment has not exceeded one ,.(1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit 4 No work of any manner shall be done that will change the natural flow of water causing ,a drainage. problem. 5 Contractor shall notify.. the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive: written approval on inspection card before .proceeding: with successive phases'. of the ,job 6 The issuance '. of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation.: All plan review is subject to fi inspections. Signature of Chief Building 1 date INSPECTION >REQUEST INE: (303)234- 5933 - .BUILDING OFFICE: (303)235-2855 REQUESTS: MUST BE.. E BY `3PM ANY BUSINESS .DAY FOR < INSPECTION THE 'FOLLOWING BUSINESS DAY. i OF WHEgp. ` nI o City of Wheat Ridge Y Communi Development Department ' Date: �oGDRAOO C01 :t%A.�:,[.:F (y p 1 / .C�..A:b- & MU T I , '.t "p I l Property. Owner: 1-VI JS. - E'ii1.?r 64e4E x Property Address: S3ov 47 - FKS° Z� Phone: Contractor License No,: ZJ 961 8��3 j Company: /-I A. lmotTYA)!5oi v Phone: lGtC -1 i,_7f.� a OWNER/ CONTRACTOR SIGNATURE OF UNDERSTANDING AND .AGREEMENT BUJlr Q Dept. Valuation Figure: 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Valne:$3�1, �f$y l Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that r have read and agree to abide by all Permit Fee: inted on for A co comp with the Whea Ridge l Bu il ld ng Code (I.B and all th fu erappl cab e heat Plan Review Fee:$ Ridge Ordinances, for work under this p it. Plans subject to field inspection. �Tn/� Use Tax:$ (OWNER)(CONTRACTOR) SIGNED T '.. DATE 21`7f, 7 1 QCa1:$ (OWNER)(CONTRACTOR).PRINTED DATE 7 Use of Space (description): 517 7R_*l toe_ /' m /h � K Description of work: F ' 4 " Sq. Ft, added BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: Z ONING COMMENTS: r Approval: t, 0 ,Zoning: V `R BUILDING COMMENTS: Approval: - N E r I PUBLIC WORKS COMMENTS: �X, Approval: .n r a ^i IRE DEPARTMENT COMMENTS: ai 'Approval: r Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No' Mechanical License No: Company: az,7f Company: U3 g/ erlLVgCC_ Company: L).5 ICIFNC71AI Expiration Date: Expiration Date: Expiration Date: Appro4al: Appro Approval: (1) This permit was issued in accordance with the provisions set forth in your application and Is subject to the taws of the State of �, Colorado and to the Zoning-Regulations Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of c- the City. i� (2) This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building :authorized is suspended or abandoned for a. period of 180 days_ = -(3) 1f this permit expires, s new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and anysuspension or abandonment has not exceeded one - (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit (4) No work of any manner shall be done thatwill change the natural flow of water causing drainage problem. ` (5) Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. - - ; (6) The issuance of permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an �? approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation.. All plamrevie n is subject to field inspections. Chief Building Official -' City of Wheat Ridge Commercial Miscellan PERMIT - 071315 PERMIT NO: 071315 - ISSUED: .12/04/2007 ..JOB ADDRESS:. 8300 W38TH AVE EXPIRES: 06/01/2008 DESCRIPTION:. Reshoring / structural only package. (ext. permit ... #071149) * ** CONTACTS * ** owner ELMC gc 303/295 -2511 M.A. Mortenson, Jr 01 -8817 M. A. Mortenson .Company sub 303/227 -.4818 Gary A Thiaville 01-8S67 Sturgeon Electric Co. - -sub `.970/669 -1666 Dwight Brinkman 02- 1413 - U.S.: Engineering Company: sub 3031669 -1666 01 -.8198 U. S. Engineering Co. ** PARCEL INFO ** ZONE CODE: PHD USE: UA SUBDIVISION: UA : BLOCK /LOT #:. 0/ * *.FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 4334,178.00 FEES Permit Fee 20,.586.50 Plan Review Fee '13.,381.23 Total Valuation .00 Use Tax 78,015.21 * *TOTAL ** 111,982.94 Conditions:. related to Demolition permit # 071149 JS: :See attached comments. I hereby certify that the setback distances proposed by this permit application are accurate, and do . not violate applicable ordinances, . rules or regulations of the City of Wheat Ridge or covenants, . easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable w Ordi for work under this .Permit Plans subject to field inspection. ��7 Signature of ontractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2 This permit shall .expire 180 days from the issue date. :Requests for an extension must be received prior to .expiration date. An extension may be granted at the discretion of the Building Official 3. If. this permit expires, .a new permit may be acquired for a fee of one -half the amount normally . required, provided no changes have been or will be made in the original plans and specifications and any suspension . or abandonment has not 'exceeded one (1) year.'; If changes have been or if suspension or abandonment exceeds one (1):. year., full fees shall be paid for a new permit 4. No work of any manner shall. be Hone that will change the natural . flow of .water causing adrainage problem. S. Contractor shall notify the Building Inspector twenty -four '(24) hours in advance for all inspections and shall receive - written approval n inspection card before proceeding with successive phases of the job 6. The i ssua ce f. .permit or the approval of drawings and specifications shall not be construed to be apermit for, nor `an °appro a any violation of the provisions of the building codes or any .other ordinance, law, rule or regulation. All .plan is subj ec t'to field inspections. Signature. f Chie flBuilding. Official date INSPECTION REQUEST. LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR. INSPECTION -THE.. FOLLOWING BUSINESS ;DAY, I City of Wheat ' P, dge COMMUNITY DEVELOPMENT Memorandum TO: Nick Deutsch THROUGH: Mortensen FROM: John C. Schumacher, Jr., CBO "1\ DATE: 11/26/07 UUU All SUBJECT: Additional Fees for "bemo and Re -Shore Package Permit Nick, Attached is a copy of the Estimate of F permit, with the stated valuation of $6, a stated valuation of $2,498,713.00, wz fee for this permit was $68,760.26. Th( based on the stated valuation;; s $180, issued partial permit and the permftfor 0 ;v f n A r., the complete Demd and Re -Shore Package 94:00. The ,permit' #071149, issued 10/24/07, with he structur'al,pprtion`of the project only. The total fee Qr x�e _oiinplete Demo and Re -Shore Package, 1. The Affeince in fees between the previously :mplete "package is $111, 982.94. Upon completion of the plan review and receipt of the additional fees, the City will re -issue permit #071149 as the pennit for the complete package. By re- issuing the existing permit in lieu of issuing a new perinit based on the stated valuation difference of $4,334,178.00, the savings to you is $4,205.34 in permit and plan review fees. If you have any other questions, or require any other information, please do not hesitate to contact me. 11/26/07 15:57:18 City of Wheat Ridge Page 1 bp340 -iq ESTIMATE OF VALUATIONS AND FEES cruote THE FOLLOWING INFORMATION ARE ESTIMATES ONLY AND NOT ACTUAL VALUES. CODE -- DESCRIPTION - -- - - - -- VALUATION - - - - - -- -FEE - - -USE TAX prm Permit Fee 6,832,891.00 35,000.70 0.00 rvw Plan Review F 6 22,750.46 0.00 totva Total Valuati 6,832,891.00 0.00 0.00 use Use Tax 6,832,891.00 0.00 122,992.04 TOTAL VALUATION: 6832,891.00 FEES VALUATION: 6832,891.00 PERMIT FEE: 35,000.70 USE TAX: 122,992.04 OTHER FEES: 22,750.46 TOTAL FEES: 180,743.20 F � V1 1 �t ?/ r av F PERMIT NO: JOB ADDRESS: DESCRIPTION: City of Wheat Ridge Res. Miscellaneous PERMIT - 071149 071149 ISSUED: 10/24/2007 - 8300 W.38TH AVE EXPIRES:. .04/21/2008 Reshoring Package. Structuralpackage only. . * * *. CONTACTS * ** gc 303/295 -2511 M.A. Mortenson, Jr 01 -8817 M. A. Mortenson Company sub 303/227 -4818 ` Gary A Thiaville 01 -8567 Sturgeon Electric Co. sub 970/669 -1666 Dwight Brinkman 02 -1413 U.S. Engineering Company sub 303/669 -1666 - 01 -8198 U. S.:Engineering. Co. ** PARCEL .INFO ** ZONE CODE: UA USE: UA SUBDIVISION: UA .BLOCK /LOT #:..0 / - ** FEE SUMMARY * *' ESTIMATED PROJECT VALUATION: 2498,713.00 FEES Permit Fee - 14,414.20.. `Plan Review Fee 9,369.23 Total Valuation .00 Use Tax .44,976.83 * *. TOTAL ** .'68,760.26 Comments: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge . or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C). and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor /owner date 1. This permit was issued in accordance with the.: provisions set .forth in your application and is subject to the laws ofthe State of Colorado and to the Zoning Regulations and Building . Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City.` 2. This permit .shall expire 180 days from the issue date. Requests for an extension mush be received prior to expiration date. An extension may be granted at the discretion of the.Building Official. 3. If this permit expires, a new permit may be acquired for a`£ee of one -half the amount normally, required, no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded. one (1) year. 'If changes have been or if suspension or abandonment exceeds. one (1) year, full fees shall he paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify. the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with .successive phases of the job 6. The 'issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, .nor . an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections Signature of Chief Building .Official - date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (30.3)235 -2855 REQUESTS MUST BE .MADE BY 3PM ANY BUSINESS DAY `. FOR INSPECTION THE FOLLOWING. BUSINESS DAY:. 4 665� ' 1 0 City of Wheat Ridge 0 ORPO :Comm. Add Structure. PE 071335 ? PERMIT NO: 071335 - ISSUED: 12/07/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 06/08/2008 !DESCRIPTION: Site Trailer. Complex.. ** *.CONTACTS * ** 'owner 303/425 -4500 ELMC gc 303/295 -2511 M.A. Mortenson; Jr ,01 -8817 M. A. Mortenson Company sub. 303/227 -4818 Gary _A Thiaville 01 -8567 Sturgeon - Electric 'Co. sub 970/669- 1666 - Robert R. Brunson ' 01-9423 U.S. Engineering Co. .sub - 970/.669 -1666 Dwight Brinkman 02 -1413 U.S. Engineering Company * *PARCEL INFO. ** ZONE CODE: PHD USE: UA SUBDIVISION: UA BLOCK /LOT##: 0/ * *.FEE SUMMARY ** ESTIMATED PROJECT VALUATION: '321,434.00 FEES Permit Fee .2,908.11 Total Valuation .00 ** TOTAL ** 2,908.11 Comments: Conditions: TRC: OK I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City. of Wheat Ridge or covenants, easements: or restrictions of record;.. that all measurements shown, and allegations made are accurate; that have read and agree to abide by all conditions printed on this application and that T assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other .applicable Wheat Ridge Ordinances, for work under this permit. Plans .. subject to fieldinspection. - Signature of date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building .Codes of .Wheat Ridge, Colorado or any other applicable ordinances of the City.. 2 This permit shall expire 180 days from the issue date.. Requests : for an extension must be received prior to expiration -date An :extension may be granted at the discretion of the Building official. 3_ 'If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, '. provided no ^changes have been or will be made in the original :plans and specifications and any suspension or abandonment has not 'exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) pear, full fees shall be paid for 'a new permit. 4. No work of any manner shall be Hone that will change the natural .flow of .water causing a drainage problem S. Contractor, shall notify the Building Inspector twenty -four (24) hours in :advance for all inspections and shall receive written approval on inspection card before ;proceeding with successive phases of the :job 6. The issuance of a permit or the approval of drawings . and specifications.: shall not be construed to be a permit for, nor an approval 'of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections Signature of Chief Building Official date INSPECTION 'REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235-2855 REQUESTS - MUST .BE MADE BY '.3PM ANY BUSINESS.. DAY FOR INSPECTION THE FOLLOWING. BUSINESS DAY. OF WHE4lq City of Wheat Ridge CO ZOR PO° Comm. Add Structure PERMIT - 071335 PERMIT NO: 071335 - ISSUED: 12/07/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 06/08/2008 DESCRIPTION: Site Trailer !Complex `.a* * . CONTACTS *** owner .303/425 -4500 ELMC gc :303/295 -2511 M.A. Mortenson, Jr 01 -8817 M. A. Mortenson Company .sub 303/227 -4818 Gary A Thiaville 01 -8567 Sturgeon Electric Co. sub 970/669 -.1666 Robert R. Brunson 01 -9423 U.S. Engineering Co. sub 9701669 -1666 Dwight Brinkman 02 -1413 U.S. Engineering Company ZONE CODE: PHD USE: UA SUBDIVISION: UA - BLOCK /LOT #: 0/ * *FEE .SUMMARY ** ESTIMATED PROJECT VALUATION: 321,.434.00 FEES Permit Fee. .2,908.11 Total Valuation .00 ** TOTAL ** 2,908.11 .Comments: Conditions: TRC: OK I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable .ordinances, rules or regulations . of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit'. Plans subject to field inspection. = Signature of contractor /owner ` date 1. This permit was issued in accordance . with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building official 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no 'changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one U) year, full fees shall be paid for a new permit. - 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in :advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications . shall not be construed to be apermit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, y law, rule or regulation. All plan review is subject to field inspections Signatureof -Chief Building official date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235-2855 REQUESTS. MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. OF WHEAT- ,. ,T City of Wheat Ridge 0O 1ORPO° Comm. Add Structure PERMIT .- 071335 PERMIT NO: 071335 ISSUED: 12/07/2007 JOB .ADDRESS: .8300 W 38TH AVE EXPIRES: 06/08/.2008 DESCRIPTION: Site Trailer. Complex * * *- CONTACTS * ** .owner 303/425 -4500 ELMC gc .303/295 -2511 M.A. Mortenson, Jr 01- 8817:M. A. Mortenson Company sub. 303/227-4818 Gary AThiaville 01 -8567. Sturgeon Electric Co. sub 970/669 -1666 Robert R. Brunson 01 -9423 U.S. Engineering Co. sub. 970/669- 1666 -. Dwight Brinkman 02 -1413 U.S. Engineering Company ** PARCEL INFO ** ZONE CODE: PHD USE:. UA SUBDIVISION: UA. BLOCK /LOT #: ;0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 321,434.00 FEES Permit. Fee 2,908.11 Total Valuation .00 * *'TOTAL ** 2,908.11 Comments; - Conditions: TRC : -. OK I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations . of the City of Wheat Ridge or covenants, easements or restrictions of record; that all :measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume :full responsibility for compliance with the Wheat Ridge Building Code (I.B.C). and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the city. 2 .This permit :shall expire 180 days from the... issue date Requests for an extension must be received, prior to expiration date. An extension may be granted at the discretion of the Building Official 3. If. this permit expires, ,a new permit may be acquired . for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not 'exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1). year, full fees shall be .paid fora new permit. 4 No work of any manner shall be done that will change the natural .flow of water causing a drainage problem. 5 - Contractor shall notify. the Building Inspector twenty-four (24).hours in advance for all inspections and shall receive written ,:approval on inspection card before proceeding with successive phases of the 'job. 6. The issuance of a. permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval : of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections Signature of Chief Building Official.` data INSPECTION REQUEST LINE: (303)234 -5933 - .BUILDING OFFICE: (303).235 -2855. REQUESTS MUST BE MADE.: BY 3PM ANY BUSINESS DAY FOR INSPECTION ` THE FOLLOWING BUSINESS DAY::' � v // . _ "1.1 . ^.'v ". n.Mi.'\'✓ �i /\1. ^.1. ^: '.lM/� ^J`.VJ \N.l.1n /:'J:ni i n:'•J' nVl�n :.'W'Vl`/`J.':V`. ..'� ^ . ": �.M!✓JJ./'!`.W A Certificate of Occupancy .+ Completion has been requested for. � � Ann�fss: : // ✓` z S S l PURPOSE OF STRUCTURE: \ Building Department Approval: t i Remarks ? \ Zoning Approval VL/' C Remarks i Public Works Approva < Remarks t Fire Marshall Approva } ti (if Applicable) 5 Remarks } t C r i Sanitation District Approval: r (If Applicable) <, S Remarks: c Water District Approval: 2 (If Applicable) Remarks • _ _ .... :.^.. n.. nn�. ��. ��.' ��h\ 1.\/ �^ i1n.\ N\ Y^ �\ �V' W\`\ VV\ 1�. 1�/ �n. Y'V.V./�1 /.YV1'�'JM/•/�rW/v INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS Footings /Caissons Plumbing Stemwall Mechanical Reinforcing or Monolithic Roof Concrete Encased Ground CEG Building Final / g Weatherproof / French Drain R.O.W & Drainage Sewer Service Lines Fire Department Water Service Lines Parking & Landscaping ro a s POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final / g R.O.W & Drainage Fire Department Parking & Landscaping ' "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. - OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED K PROTECT THIS CARD FROM THE WEATHER 4RO19 ,NHEar City of Wheat Ridge Commercial Demolitio PERMIT - 071196 PERMIT NO: 071196 .ISSUED: '.11/01/2007 JOB ADDRESS: 8300W 38TH AVE EXPIRES: '04/29/2008 DESCRIPTION: demo of "south house" .'at Lutheran Campus x **. CONTACTS. * ** go 303/295 -2511 M.A. Mortenson, Jr 01- 8817M. A. Mortensen Company sub 303/227 -4818 .Gary A Thiaville : 01-85G7 Sturgeon Electric Co. sub 970/669 -1666 Robert R. Brunson 01 -9423 U.S. Engineering lCo. sub '970./669 -.1666 .Dwight Brinkman 02 -1413. U.S.. Engineering Company * *PARCEL INFO. ** ZONE CODE: UA USE: UA .SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: .00 FEES _ Demolition. Fee 50.00 ** :TOTAL ** ` 50.00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (Ln.C) and all other `applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection.,: ..Signature of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must . be received prior to expiration. . date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit 4.. No work of any manner shall be done that will change. the natural flow of water . causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive . written approval on inspections card before .proceeding with successive phases of the job 6..: ..The issuance of a. permit: or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the rovisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject t f' d spections. Signature of .Chief. Building Of cia date INSPECTION REQUEST - LI ::(303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWINGS BUSINESS DAY. WHE4,- U. i °t0Rn PERMIT NO: .JOB ADDRESS: DESCRIPTION: * * *- CONTACTS * ** gC 303/295 -2511 M.A. ,Mortenson, Jr 01 -8817. M. A. Mortenson Company sub 303/227-4818 Gary A Thiaville 01 -8567. Sturgeon Electric Co. sub.. 970/669 -1666 Dwight Brinkman 02 -1413 U.S.. Engineering Company. sub ' '303./669 -1666 01 -8198 U. S. Engineering Co. ;* *•PARCEL INFO ** .'ZONE CODE: UA USE: 'UA SUBDIVISION: CA `.BLOCK /LOT #: 0/ * *.FEE. SUMMARY ** ESTIMATED PROJECT VALUATION: 2498 ;713.00 t. FEES..:. Kermit Fee 14,414_20 Plan Review Fee 9,369.23 ' Total Valuation - 00 Use Tax 44,976.83 *TOTAL ** 68,76.0.26 Comments JS. .10/24/07 Structural 'bracing /shoring only NO .demo Subject to field inspections I . hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable .ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that r have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building . Code (I.B.C) and all other applicabl WW Ridge O inanc for work under this permit. Plans subject to field inspection Signature of co ractor /owner da e 1 This permit .was issued in accordance with the provisions set forth in your application and is subject to the laws of the f State of Colorado and to the Zoning Regulations and Building Codes of 'Wheat Ridge, Colorado or any other. applicable �y ordinances of the City. 2.. This permit shall .expire 180 days from the issue date... Requests for an extension must be received prior to expiration f ,;, date. An extension may be granted at the discretion of the Building Official 3 If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no 'changes have been or will be .made in the original . plans and specifications and any suspension or abandonment has not I exceeded one (1) year. ` If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4.: No work of any manner shall be .done that will change the natural flow of water causing a drainage problem. N 5 Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive :written approval on inspection card before .proceeding with successive phases of the .job. 6 The issuance of a: permit or the approval of drawings and specifications shall not be construed to be a. permit for, 'nor an approval . of, any :violation of t provisions of the building codes or any other ordinance, law, rule or regulation.' All plan review is subject inspections. Signature of Chief Building fici l date r-' INSPECTION REQUEST LINE: :(303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS. MUST. BE MADE BY 3PM ANY BUSINESS .DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. r , z, 1 1 City of Wheat Ridge Res. Miscellaneous PERMIT - 071149 071149 .ISSUED: 10/24/2007 8300 W 38TH AVE EXPIRES: 04/21/2.008 per attached.. p 1 K_ Yi/fq yi-e / � zte� - ,74raAx.ia I 0)4-7 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: L� oFW "EgTm BUILDING INSPECTION LINE -303- 234 -5933 Date: CITY OF WHEAT RIDGE m 7500 WEST 29TH AVENUE PLAN # `� WHEAT RIDGE, CO 80033 - (303- 235 -2855) 0- CO t ORADO MINOR APPLICATION Property Owner: EXEMPLA HEALTHCARE Property Address: 8300W.38 TH ST. WHEAT RIDGE, CO 80033 Phone: 303 - 425 -4500 Contractor License No.: #018817 Company: M.A. MORTENSON COMPANY Phone: 303 - 295 -2511 OWNER /CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Building Dept. Valuation Figure: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of alue:$ 2;498 Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all Pe 4Llt ee:$ conditions printed on this application and that I assume full responsibility for Plan Review Fee:$ compliance with the W heat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. I I Use Tax: (OWNER)(CONTRACTOR):SIGNED DATE I I Total:$ (OWNER)(CONTRACTOR):PRINTED NICK DEUTSCH DATE 8/30/2007 Use of Space (description): Reshoring Package Description of work: Structural ONLY. Sq. Ft. added COMMENTS: Approval: Zoning: G��y�� / J�� G COMMENTS: �J lvV d - 6 001 Approvale V WORKS COMMENTS: Approval: fffLLL I31J1 joKlHpl- 117\.UW91�I I I SIC: Sci.Ft.: DEPARTMENT COMMENTS: Approval: Walls: Electrical License No: Company: STURGEON ELEC. Roof: Stories: Plumbing License No: Company: US. ENGINEERING Units: Mechanical License No: Company: US.ENGINEERING Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permitwas issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of (3) If this permit expires,a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has notexceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: !� of w " - BUILDING INSPECTION LINE - 303 - 234 -5933 - - Dater a CITY OF WHEAT RIDGE _ ° 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 M (3 - � 2 - , 2 [ P 855) F A r/ OOCORAOO 1G.kNR APLIC TA"C,FXF Property Owner: rFWC1 Property Address: Phone: Contractor License No.: rp,tJ ft�Ti Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Dept. Valuation Figure: 1 hereby certify that the setback distances proposed by this permit application are - accurate, and do not violate applicable ordinances, rules or regulations of the City of Value:$ - - WheatRidgeorcovenants, easements orrestrictions ofrecord; thatall measurements shown, and allegations made are accurate; that I have read and agree to abide by all Permit Fee:$ - conditions printed on this application and that I assume full responsibility for compliance with the Wheat RidgeEtuilding Code(I.B.C) and all other applicable Wheat Plan Review Fee: _ Ridge Ordinances, for work u der t is p r it. P ns subject to field inspection � Use Tax: (OW NER)(CONTRACTOR): SIGNED DATEZW 7 Total: Use of Space (description): Description of Work: Sq. Ft. added �'�O- fTJ�e�"✓ iq/ Q7QCi7T� BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: OMMEN16: ( L Approval: Vm q�.t� Zoning: l G COMMENT Approval: - cf WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: - Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of - Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. - - - (3) If this permit expires, a new permit maybe acquired fora fee of one -half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one - (1) year. if changes have been or if suspension or abandonment exceeds one(1) year, full fees shall be paid for a new permit. - (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. - - (5) Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written . approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an - - approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official H+L ARCHITECTURE September 14, 2007 .: 1.621 181H SIREET, SUITE 110 `DENVER, COLORADO 80202 (n) 303.295.179'_ {i) 303 292.6437 -- in(oC�7hlarch.com www.h[ardh.com Mr. Travis Crane The City of Wheat Ridge 7500 West 29 Avenue Wheat Ridge, CO 80033 219 LAST COLORADO AVENUE - COLORADO SPRINGS, COLORADO 80903 (I5) 719 578.9317 (t) 719.578.9548 InfoC www.hlarch.con, RE: Building Permit Application /8300 W. 38 Avenue Site Improvements - Roadway& Utility Package, North Pavilion Exempla Lutheran Medical Center Dear Mr. Crane, Enclosed are the site lighting photometrics calculations and plans. Included are three sets of the following sealed drawings: El SITE LIGHTING PHOTOMETRICS, 9/14/07 E2 SITE LIGHTING LUMINAR CUTS, 9/14/07 This submittal, per City requirements, is in response to comments from Travis R. Crane, Planner II — 8/3/07 City Planning, comment #1, and the subsequent site joint review agreement to provide the Lighting Calculations under a later separate Submittal. If the City requires additional clarification, please contact us and we will be available, my phone is 303- 298 -4712. Sincerely, H +L ARCHITECTURE 4Gundr � Dav1d n AIA, NCARB Project Manager, Site Improvements CC. Mike Wood, Lillibridge Nick Deutsch, MAM File Ff REY A. ANIBROSE AIA ' ROBIDAVIDSON, AIA 'COTT A. WEHN, AIA �M1QiiAEL E. OSSIAN, AIA I ZED IM1 NiNING. AIA 'Al Rl(K 11101 INSON, AIA CHAD O. NOVAK, AIA AIAPK S. WILLIAMS, AIA �, �- ; , ,,, 10/26/07 13:34:58 City of Wheat Ridge Page 1 bp701 -1s PERMIT INFORMATION - 070508 crusts PERMIT INFORMATION: Permit#: 070508 Permit Cd: Comm. Tenant Finish Permit Dt: 05/30/2007 Expires: 04/23/2008 LAND PARCEL INFORMATION: Zone Cd: Unassigned Front Use Unassigned Subdivision: Unassigned Cent Type: Brick Legal: Address: 8300 W 38TH AVE Parcel Cd: 39- 262 -00 -010 OWNER: Exempla Lutheran Address: City /St /Zip: DU: 0 Last Zone Dt: - Annex Dt: Lot: Block No: 0 SOB DESCRIPTION: renovate existing office bldg /level 1 4600 sq. ft. FEES QTY DUE PAID: Permit Fee 768,000.00 5,860.20 5,860.20 Plan Review Fee .00 3,809.12 3,809.12 Total Valuation 768,000.00 .00 .00 Use Tax 768,000.00 13,824.00 13,824.00 ---- - - - - -- --- - - - - -- 23,493.32 23,493.32 CONTACTS: gc CL1 Eiewit Building Group Inc. Michael S. Colpack 7200 S. Alton Wy. Ste A -300 Englewood, CO 80112 3039309000 sub CLA Sturgeon Electric Co. Gary A Thieville 12150 E. 104th Avenue Henderson, CO 80640 3032274818 sub CL9 Braconier Plumbing & Heating C Allen C. Stone P.O. Sox 1208 Englewood, CO 80150 3037773037 sub CL8 Braconier Plumbing & Heating C Allen C. Stone P.O. Box 1205 Englewood, CO 00150 3037773037 owner Exempla Lutheran 3034252112 sub CL9Air Systems Inc. 2991 S. Tejon St. Englewood, CO 80110 3037615020 INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 pug:Plumbing Underground 02 -0998 06/26/07 no SM 06/27/07 06/27/07 PARTIAL 2 PUG:Plumbing Underground 02 -0998 07/03/07 no BM 07/05/07 07/05/07 COMPLETE 3 pri:Plumbing Rough Insp. 02 -0990 07/25/07 no BM 07/26/07 07/26/07 COMPLETE 4 pri:Plumbing Rough Insp. 02 -0990 00/06/07 no BM 00/07/07 00/07/07 COMPLETE 5 ERI:Electrical Rough Ins 00/06/07 no SM 00/07/07 08/07/07 INCOMPLETE 6 FRI:Framing Rough Insp. 07 -0093 08/15/07 no BM 08/16/07 00/16/07 COMPLETE 7 pri:Plumbing Rough Insp. 02 -0998 08/17/07 no us 07/20/07 8 mri: Mechanical Rough Ins 02 -0998 08/17/07 no JS 08/20/07 08/20/07 COMPLETE 9 mri: Mechanical Rough Ins 02 -0998 08/20/07 no as 08 /21/07 08/21/07 COMPLETE 10 dws:Drywell screw /nail 07 -0093 00/23/07 no SS 08/24/07 08/24/07 PARTIAL 11 dws:Drywall screw /nail 07 -0093 00/20/07 no SS 08/29/07 08/29/07 PARTIAL 12 dws:Drywall screw /nail 07 -0093 08/29/07 no is 08/30/07 08/30/07 COMPLETE 13 dws:Drywall screw /nail 07 -0093 08/30/07 no JS 09/04/07 09/04/07 PARTIAL 14 ffi:Final Frame Insp. 07 -0093 09/12/07 no cis 09/13/07 09/13/07 COMPLETE 15 mri:McehanicaI Rough Ins 02 -0998 09/19/07 no cis 09/20/07 09/20/07 INCOMPLETE 16 eri:Electrical Rough Ins 01 -8567 09/19/07 no my 09/20/07 09/20/07 COMPLETE 17 MFI:Mechanical Final 02 -0990 09/20/07 no CIA 09/21/07 09/21/07 COMPLETE 16 MFI: Mechanical Final 02 -0998 09/20/07 no CIA 09/21/07 09/21/07 COMPLETE 19 PFI:Plumbing Final Ins, 02 -0998 10/00/07 no COI 10/09/07 10/09/07 COMPLETE 20 efi:Electrical Final Ins 01 -0567 10/11/07 no cci 10/12/07 10/12/07 INCOMPLETE 21 EFI:Electrical Final Ins 01 -8567 10/16/07 no CCI 10/17/07 10/17/07 COMPLETE 22 bfi:BUilding Final Insp 07 -0093 10/23/07 no kc 10/24/07 10/24/07 INCOMPLETE 10/26/07 13:34:58 bp701 -1s City of Wheat Ridge PERMIT INFORMATION - 070508 Page 2 cxuote 23 bfi:Building Final Insp 07 -0093 10/24/07 no KC 10/25/07 10/25/07 INCOMPLETE 24 bfi:Building Final Insp 07 -0093 10/26/07 no kc 10/26/07 10/26/07 COMPLETE City of Wheat Ridge Comm. Tenant Finish PERMIT - 070508 PERMIT NO: 070508 - ISSUED: 05/30/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 11/26/2007 DESCRIPTION: renovate existing office bldg /level 1 4600 sq. ft. * ** CONTACTS * ** gc 303/930 -9000 Michael J. Colpack sub 303/227 -4818 Gary A Thiaville sub 303/777 -3037 Allen C. Stone sub 303/777 -3037 Allen C. Stone owner 303/425 -2112 Exempla Lutheran 07 -0093 Kiewit Building Group Inc. 01 -8567 Sturgeon Electric Co. 02 -0998 Braconier Plumbing & Heating C 02 -0998 Braconier Plumbing & Heating C ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** . ESTIMATED PROJECT VALUATION: 768,000.00 FEES Permit Fee 5,860.19 Plan Review Fee 3 Total Valuation .00 Use Tax 13,.824.00 ** TOTAL ** 23,493.31 Comments: Sunrise Engineering: OK w/ notes & comments. Subject to field inspections. DSc OK w/ Fire Department comments. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. - Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6.. The issuan a permit o the approval of drawings and specifications shall not be construed to be a permit for, nor an app ro f, any vi of the provisions of the building codes or any other ordinance, law, rule or regulation. All pla w is s o field inspections. Signature of Chief Building Offical I date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. d WHEAT RIDGE FIRE PROTECTION DISTRICT PO Box 507 • 3880 UPHAM STREET ^ WHEAT RIDGE, COLORADO 80034-0507' 303 -403 -5900 - FAX 303940 0350 ^ wv. w.w P.FiRE.oRG M A Mortensen July 29,2007 Nick Duebch 1621 1 e Street Suite 400 Denver, Colorado 80212 Re: Remodel and Demolition at Exempla Lutheran Medical Office .Building 5 floor renovation. The following requirements are made under the 2003 International Fire Code adopted by the Fire Board of the Wheat Ridge hire Protection District and the City Council of the City of Wheat Ridge, Colorado. Demolition requirements are as follows: 1. Any trash dumpsters used for the demolition shall be greater than 20 feet from any structure. 2. All Fire Alarm components shall remain on -line or placed back in service when workers are clear of the work areas. 3. All means of egress shall remain clear of constructions materials at all times. 4. All Fire Lanes shall remain clear of construction vehicles and equipment at all times. 5, A Fire Extinguisher with a minimum rating of 2A- 40BC shall be with in 10 feet of all "HOT WO operations. 6. An emergency phone shall be onsite at all times (or access to one). 7. All electrical power shall be disconnected at the circuit panel after removal of light fixtures.. (Panel shall be marked as such.) Construction requirements; 1. All means of egress shall remain clear at all times of construction. 2. Doors adjacent to the rated corridor shall have automatic door closures. I Complete plans for fire sprinkler and fire alarm shall be submitted'to the Fire :District for review and approval. 4. Storage shall not be within 24 inches from the ceiling.. Line shall denote 24 inches in storage rooms. 5. All fire dampers shall be tested prior to final testing. 6. All Electrical panels shall be clearly ?narked with the areas that the individual breakers service. 7. All access to Fire Extinguishers shall remain clear at all tithes. 8. All fire detection devices shall be maintained at all times of construction. I. All emergency lighting shall remain at all times of construction. 10. All Fire Doors are to remain clear at all times. 11 All doors servicing from the rated corridor shall have automatic door closures. 12. All floor to floor penetrations shall have fire caulk to maintain the fire rating of the floors. 13. All electrical shall comply with the 2002 N.E.C. (Bathroom G.F.I., circuits.) 14. All permits shall be posted at the main entrance to the building. 15. Any changes to the approved plans shall be submitted for approval. 16. Other requirements may be addressed at the time of inspections. (Contingent on the scope of stork not included in approved plans.) Any question regarding this review please contact me at the Fire District. Re viewed�b D J. Saba � //Gj Fire Marshal Fire Code Inspector # 54838 -98 \ 0 . � y � � �� ■ � Cl) � CmX 4 o N N LU C E 0 0 } § § 2 2 2 2 § 1 1 ( ( ��d� k M M ■ o.� R . ca ƒ�^ f § o � � ƒ § ( � $ Jo- cr 2 v .. � 2 _ § k � k 2 E 2 a c � k � � / i� �� ©•2 a -5t /kk k w .2 \ R o 1 k w) / ) ® w S \ a E f �# � ..o �§ \ � $ / .§ < & ( UJ § ° ® - _2 k U © 0 k ] z A2 45 ` 7 . / S / LLU k \ � k . � . :7 f LL �\ �?Ef@ t -u . Z 2 \ ƒ (© � � - \ } \ \ } -1 . ...■ \ � �§ 2 % § 2 � 2 � � 2 .7 \ . � _ .L2 LL. & A |. . . Im) \) 2 E I s LL iI2 \ � k . � . :7 f LL �\ �?Ef@ t -u . Z 2 \ ƒ (© � � - \ } \ \ } -1 . ...■ \ � �§ 2 % § 2 � 2 � � 2 .7 \ . � _ .L2 LL. & A |. . . Im) \) 2 E I s LL iI2 � � - \ } \ \ } -1 . ...■ \ � �§ 2 % § 2 � 2 � � 2 .7 \ . � _ .L2 LL. & A |. . . Im) \) 2 E I s LL iI2 -1 . ...■ \ � �§ 2 % § 2 � 2 � � 2 .7 \ . � _ .L2 LL. & A |. . . Im) \) 2 E I s LL iI2 \ � �§ 2 % § 2 � 2 � � 2 .7 \ . � _ .L2 LL. & A |. . . Im) \) 2 E I s LL iI2 l 1 i u \ V Do i V l l� V n � � 4 14H42-+ City of Wheat Ridge Comm. Fire Sprinkler PERMIT 070742 PERMIT NO: 070742 ISSUED: 07/20/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 01/16/2008 DESCRIPTION: 3rd /4th floor (MOB1) sprinkler system. * ** CONTACTS * ** owner ELMC gc 303/792 -0022 _ 01-7609 API / dba: Western States Fire ** PARCEL INFO ** - ZONE CODE:• PHD .USE: UA SUBDIVISION:" UA BLOCK /LOT# 0/ * *'FEE SUMMARY ** Permit Fee ESTIMATED PROJECT VALUATION:. 60,000.00 FEES 927.95 Total Valuation - .00 Use Tax 1,080.00 ** TOTAL ** 2,007.95 Comments: 7/13/07: DS:. OK w/ comments fromWR Fire District 7/20/07.: JS: approved as noted by fire dept. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other appl' able W at R' a Ordinances, for work under this permit. Plans subject to field inspection. .( ) : 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done.that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, a violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan v' subject to field inspections. Signature o hi Building Official date INSPECT ON REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. q - I o City of Wheat Ridge Building Permit Number: Community Development Department Date: ML & m vm Y BUUDMRERWTAMJ"77W Property Owner: Property Address: �Oc) 3Ft` A�e Phone: Contractor License No.: �r,ti1 c� men i3 rower �Mr 7 Company: OZr; fA iibYou F�KL 0e 0' Q? Phone/e 0 c A ni OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building 4 Dept Valuation Figure: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements Or restrictions of record; that all measurements Vlalue: $ shown, and allegations made are accurate; that I have read and agree to abide by all Permi Fee:$ conditions printed on this applicatlionr and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Plan Review Fee:$ Ridge Ordinances, for work under this permit, Plans subject to field ins 'ection. T a (OWNER)(CONTRACTOR): SIGNED DATE �690 TOt Total:$ (OWNER)(CONTRACTOR):PRINTED DAT Use of Space (description):. g'cc Description of Work: Sq. Ft. added BUMDING DEPARTMENTUSE ONLY SIC: Sq.Ft,: ZONING COMMENTS: Approval: Zoning: COMMENTS: 41VROZAt J) F/w-1 . BU ILDING roval eer �> 093 A10TIn A p: P fir 0' PUBLIC WORKS COMMENTS:, i' Approval: I 6 IRE DEPARTMENT COMMENTS: Approval: "g 4, Occupancy: Walls: Roof Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: K, Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of ll?" Colorado and to the Zoning-Reg ulations-arrid Building Codes of Wheat Ridge, Colorado of any other applicable ordinances of 11§ i4 the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended Or abandoned fora period of 180 days. (3) if this permit expires, a new p ermit may be acquired for a fee of o ne -ha the amoun norma req u ired, p rovided n o ch have been or wil be made in the original pla ns and specifications an any suspension o r abandonment has not excee d ed one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive, phases of the job. (6) The issuance of a permit Or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation._ All plan review is subject to field inspections- gJ Chief BuHdinq Official 5 WHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 507 • 3880 UPHAM STREET • WHEAT RIDGE, COLORADO 80034 -0507 303403.5900 • FAX 303940 -0350 • WWW.WRFIRE.ORG Westerns States Fire July 13, 2007 Robert Merlino 7026 South Tucson Way Centennial, Colorado 80110 Re: 3655 Lutheran Pkwy., Exempla Lutheran Medical Center Medical office building 1 ( Lutheran Campus). The following requirements are made under the 2003 International Fire Code and N.F.P.A. 10 adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. NOTE: ALL CONTRACTOR VEHICLES AND DELIVERS FOR CONTRACTORS SHALL NOT BE PARKED IN THE FIRE LANES AT ANY TIME. A CITY TRAFFIC SUMMONS WILL BE ISSUED AND THE VEHICLE WILL BE TOWED AT THE OWNERS EXPENSE. CONSTRUCTION 1. Plans submitted to the Fire District do not show drop down areas of ceiling which may need to be addressed for coverage. 2. Complete sprinkler coverage shall apply to all rooms occupied and unoccupied. ( Phase of work which we talked about as in — complete finish after unoccupied areas are completed first.) 3. Plans shall be submitted to the Fire District for the following; • Change orders for the approved submitted plans. 4. All construction dumpsters shall be a minimum of 20 feet form any structure. 5. All Fire Lanes shall remain clear of construction vehicles at all times of construction. 6. All Fire Alarms shall remain in- service while work is being performed. The Fire District shall be notified of any shut down of these systems. 7. A required fire extinguisher with a minimum rating of 2A -40BC shall be within 10 feet of all "HOT WORK OPERATION". 8. Smoke Zone updates shall be coordinated with Exempla staff and the electrical contactors. 9. All fire caulking shall be the depth of the opening. IO.An emergency phone shall be supplied by the General contractor for job site emergencies. 11. All inspections shall be scheduled through the Fire District and the City Building Department. A minimum of 24 Hour notice. 12. Copies of requirements for submittals of sprinklers are attached to this plan review. 13.All keys to rooms shall be supplied to the Fire District for the required Knox Box. (Master keys shall match existing.) 14.Fire drills shall be performed with all workers on a quarterly basis and logged. The log book shall be available for inspection at any time. 15.The Life Safety Code shall be adhered to at all times. (For copies contact me at the Fire District.) 16.The Fire District shall be notified during all rough -in inspections and final inspection with a 48 hour notice before. 17.Installation shall be compliant to N.F.P.A. 10 -1(a) contractors material and test certification for above ground piping. 18.All "HOT WORK' operations shall have a required fire extinguisher with a minimum rating of 4A -60BC within 20 feet. 19. Specifications for the sprinkler heads shall be forwarded to the Fire District for approval. (No specifications were sent to the Fire District for review and approval. 20.Plans were not to scale when submitted and may be subject to changes during the required rough -in inspection. Any questions regarding this plan review please contact the Fire District or myself. Reviewed by, Douglas J. Saba Fire Marshal Fire Code Inspector # 5083898 -66 Western States Fire Protection Co. 7026 South Tucson Way Centennial, CO 80112 (303) 792 -0022 Fax (303) 792 -9049 Lutheran Medical Center 3 and 4 Floor MOB I Renovation 8300 West 38 Avenu Wheat Rid e CO 800 3 APPROVED g , Subject to Field Inspections Wheat Ridge Building Dept, Date.7�.Z?/97 Checker ,voeat Fudge T ire rrotection Dis,,rict Plan rwiewed by Fire Ulershal- Douglas J. Saba Internaiional Fire Code -Fire Inspector State Certified Fire Suppression Inspector Date: Y /S/dj Comments: See L ■ A = 11 IWO Norm e Prepared by: John Alessio Project Manager Phone: (303) 792-0022 Cell: (303) 328 -7897 Fax: (303) 792-9049 Email: john.aiessio @wsfp.us July 4, 2007 a EQUIPMENT INDEX VI. Grooved Fittings — 2 %z" and larger Description Model Manufacturer I. Sprinkler Heads Style 005 Victaulic A. Standard Spray Quick Response Sprinklers F1FR Reliable II. Pipe — 2" and smaller threaded Style 744 Victaulic A. Lightweight Schedule 40 Replacement Pipe Dyna Thread Allied B. Lightweight Schedule 40 Replacement Pipe Eddythread 40 Bull Moose VII. C. Black Schedule 40 Pipe ASTM A 795 Varies ** III. Pipe —2 VT and larger grooved A. Lightweight Schedule 10 Replacement Eddy Flow Bull Moose B. Black Schedule 10 ASTM A 795 Varies ** IV. Flexible Pipe to Sprinkler Connection Fig. 6 Tolco A. 5' -0 Flex Head Model 2060 F1exHead Industries V. Screwed Fittings — 2" and smaller HDI Hilti A. Black Class 125 Cast Iron ANSI B16.4 Varies ** B. Class 150 Malleable Iron ANSIB16.3 Varies ** VI. Grooved Fittings — 2 %z" and larger A. Grooved Firelock Fittings Varies Victaulic B. Grooved Firelock Rigid Couplings Style 005 Victaulic C. Grooved Flexible Coupling Style 75 Victaulic D. Grooved Flange Adapter Style 744 Victaulic E. Firelock Outlet Tee Style 922 Victaulic F. Mechanical Tee Outlets Style 920/920N Victaulic VII. Welded Outlets (Certified welds per NFPA-13) Varies Varies ** VIII. Pipe Hangers (Per NFPA -13) A. All Thread Rod Fig. 99/100 Tolco B. Adjustable Ring Hanger -- Fig: 200 Tolco C. Riser Clamp Fig. 6 Tolco D. Powder Driven Pins for Poured Pans W IO -30 -27 PIO Hilti E. Drop In Anchor HDI Hilti F. Drop In Anchor HDI -P Hilti G. Top Beam Clamp Fig 68 Tolco IX. Valves & Devices A. Riser Manifold Assembly 747 Victaulic B. Flow Switch WFD System Sensor C. Flow Switch VSF Potter D, Grooved Check Valve 717 Victaulic E. Grooved Butterfly Valve with Tamper 705W Victaulic X. Additional Items A. Signs 2" x 6" Argco B. Spare Sprinkler Cabinet 6/12 Head Box Argco C. Pressure Gauge Model 7500 AGF D. Test and Drain Valve Model 1000 AGF E. Auxiliary Drain Valve Model 125SUL United ** Denotes not Submitted Bulletin 136 Rev.O m Model F1 FR Model F1 FR Recessed Quick Response Sprinklers 0 Model F1 FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model F1 FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Deflector Listings & Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) 3. Certified by FM Approvals 4. Loss Prevention Council (LPC, UK) 5. NYC BS &A No. 587 -75 -SA 6. Meets MIL- S -901C and MIL -STD 167 -1 7. Verband der Schadenversicherer (VdS, Germany) 8. NYC MEA 258 -93 -E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Patents: US Patent No. 6,374,920 Applies to Model F1FR Vertical Sidewall Sprinklers. Product Description Reliable Models F1 FR and F1 FR Recessed Sprinklers are quick response sprinklers Which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1 FR and F1 FR Recessed automatic sprinklers utilize a 3.0 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 FR Recessed sprinklers 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 manu- factured glass capsule. This glass bulb is specially con- structed 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- Upright Vertical Sidewall Horizontal Sidewall HSW 1 Deflector Pendent Conventional pands, 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 deflectorto distrib- ute the discharging water. Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised thatthe orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Asso- ciation or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2 -8N or other applicable standards. Quick response sprinklers and standard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 103 Fairview Park Drive, Elmsford, New York 10523 Recessed Pendent (Model FP Shown) Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installatinn nnta- Sprinkler Type K Factor Sprinkler Height Approval Organization Sprinkler Identification Number(SIN) US Metric SSU SSP Standard-Upright SSU and Pendent (SSP) Deflectors Marked to Indicate Position " (15mm) Standard Orifice with Y" NPT (R 2 ) Thread 5.6 80 mm 1,2,3,4,5,6,7 R3625 83615 20mm Large Orifice with "'NPT R /a Thread _(17mm) Ori fice with y,," NPT(R,z) Thread 8.0 4.2 115 _ 60 mm RE","' mm 1,2,3,4,7,8 1,2,8 R3622fu R3623u) 83612 R361 10mm)Smal Orifice with ,; "NPT(Ry)Thread 2.8 40 mm 1,2,8 R3621 fD R361 10mm Orifice XLH with R)/ Thread 4.2 60 4,6,7 R3624 R3614 Conventional - Install in U ri ht or Pendent Position 10mm Orifice XLH with R % Thread 4.2 60 56mm (1) .REFER TO F1 A FF E5CUICHE0N OACA MBIE FOR APPROVALS AND DIMENSIONS. R3674 15mm Standard Orifice with v" NPT (RyLThread 5.6 80 56mm 4,6,7 83675 ------ --- 20mm Large Orifice with 3 /4' NPT (R' /4)Thread 8.0 1 115 58mm 4,7 - ---- -------- R3672 f) Polyester coated upright UL and ULC listed corrosion resistant. Upright Pendent Conventional Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Approval Organizations Sprinkler Identification Number (SIN) US Metric yz' (15mm) y "'NPT(RI/2) 5.6 80 2.2 "(56mm) 1,2,3,4,5,7,8 R3615 ( 2cmm) _ __ ?�' NPT (R /4) 8.0 115 2.3" (58mm) 1,2,3,8 R3612 (11 mm) NPT (R 4.2 60 2.2 1 ' (56mm) 1,2,8 R3613 (lomm) J2 " NPT (R %2) 2.8 40 2.2 "(56mm) 1,2,8 R3611 10mm R% 4.2 60 56mm 4,7 R3614 (1) Refer to escutcheon data table for approvals and dimensions. 2 1' s" HCLE DR. .r 2 518" DIA. T667m11 ,5Z2 Mj HOLE IN CEILING 1 15116" DIR 2 5116" 01A. [58Jmm] (992 -1 CUP I "X 112" REDUCER CUTMR U DG" rc r A v RL gG V91 SPR1NF(fR WRENCH BO55� o - o X 112" REDUCER � �— FACE OF FlrrlNG TO ('J CI £ICING OIMEN5 /ON AOJUSCDENr 1 'I 00 va zmm7 " (5� 2 2 7/J2" DA ()21 -1 1361C01_E (1) .REFER TO F1 A FF E5CUICHE0N OACA MBIE FOR APPROVALS AND DIMENSIONS. 2. .r 2 518" DIA. T667m11 HOLE IN CEILING 2 5116" 01A. [58Jmm] CUP X 112" REDUCER 1 CEILING FACE OF FOTING TO FACE OF CEILING DIM ION(I) VVd ADJUSTMENT JJ q" 0) UE2a ;,a (1) REFER TO FP ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS 2. Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Approval Organizations Sprinkler Identification Number (SIN) US Metric Yz" Ye" NPT (A 1 /2) 5.6 80 2.2" (56mm) 1, 2, 3, 6, 8 Sprinkler 15mm 1 /2" NPT (RY2) 5.6 80 2.2" (56mm) 4 111 R3685 n ) LPC Approval is for Pendent position only. Vertical Sidewall US Patent No. 6,374,920 Orientation Deflector to Ceiling Dimension (Min. - Max.) U ri ht 4" - 12" 102mm - 305mm Pendent 6" - 12" 152mm - 305mm i Vertical Sidewall US Patent No. 6,374,920 Orientation Deflector to Ceiling Dimension (Min. - Max.) U ri ht 4" - 12" 102mm - 305mm Pendent 6" - 12" 152mm - 305mm Model F1FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: NOTE: UL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon. Horizontal Sidewall 136FG04 (1) FACE OF FITTING TO WALL DIMENSION 2 1/4" HOLE DIA. [57.2mm] 1" X 1/2" REDUCER - E -vJf 1 IS /t6 "' DIA.1 /yp ° li p , 1 1/4" MIN. (31.Amm] 4 .. 6 .. (3.2mm] (101.6m LING T 4mmJ CEILING TO DEFLECTOR 1 27/32" DIA. [72.2mm] TURN COLLAR UN]'IL TIGHT AGAINST SPRINKLER WRENCH BOSS. ADJUSTMENT REFER TO ESCUTHCEON DATA TABLE FOR APPROVALS AND DIMENSIONS. 3. Approval Organizations K Factor a nd Type of Approval Sprinkler Nominal Thread Sprinkler Identification Number (SIN) Light Ordinary Orifice Size US Metric Length Hazard Hazard Y" (15mm) }z' NPT(RY2) 5.6 80 2.63" (67mm) 1,2,3,5,8 1,2,5,8 93635 NOTE: UL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon. Horizontal Sidewall 136FG04 (1) FACE OF FITTING TO WALL DIMENSION 2 1/4" HOLE DIA. [57.2mm] 1" X 1/2" REDUCER - E -vJf 1 IS /t6 "' DIA.1 /yp ° li p , 1 1/4" MIN. (31.Amm] 4 .. 6 .. (3.2mm] (101.6m LING T 4mmJ CEILING TO DEFLECTOR 1 27/32" DIA. [72.2mm] TURN COLLAR UN]'IL TIGHT AGAINST SPRINKLER WRENCH BOSS. ADJUSTMENT REFER TO ESCUTHCEON DATA TABLE FOR APPROVALS AND DIMENSIONS. 3. Installation Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2 -8N or other applicable standards. Quick response sprin- klers and standard response sprinklers should not be inter- mixed. The Model F1 FR Recessed Quick Response Sprinklers are to be installed as shown. The Model F1 or F2 Escutcheons illus- trated are the only recessed escutcheons to be used with the Model F1 FR Sprinklers. The use of any other recessed escutch- eon will void all approvals and negate all warranties. When installing Model F1FR Sprinklers, use the Model D Sprin- kler Wrench. When installing Model F1 FR Recessed Pendent or Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. RE- MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- moval of the protectors before this time may leave the bulb vul- nerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Temperatu Ratings Classification Sprinkler Temperature Max. Ambient Temp. Bulb Color Face of Fill Model ary 57 135 ( 100 F(38°C) Orange ary 68 155 100 °F(38°C) Red ediate Lgh j 79 175 150-F (66-C) Yellow ediate 93 200 150-F (66-C) Green n 141 286 225 °F(107°C) Blue 0) Not available for recessed sprinklers. Escutcheon Data No Dimensional Figure for FP 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 stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprin- klers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to mini- mize the potential for damage to sprinklers that would cause improper operation or non - operation. Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes (t) (2) Standard Finishes Sprinkler Escutcheon Bronze Face of Fill Model Approvals Adjustment imension Dim' to Ceiling or Sprinkler Escutcheon Bright Brass _ Bright Brass Wall Dimension Black Plated Black Paint Black Paint 1y „ Off White F1 1,2,4,8 Max Recess (38.1 mm) %c " % e , Min Recess %" (5mm -24mm) 19.1 mm 1y „ F2 1,2,3,4,5,7,8 Max Recess (38.1 mm) 3;6' Min Recess %" (5mm -17mm) 24mm FP 1,2 Max Recessed 1y "(38.1mm) 1 110707 Pui Threi 1,2 Min Recessed e m 1 "(25.4mm) 2 4 No Dimensional Figure for FP 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 stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprin- klers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to mini- mize the potential for damage to sprinklers that would cause improper operation or non - operation. Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes (t) (2) Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Plated Chrome Plated (3) White Polyester Coated White Painted (3) Special Application Finishes Sprinkler Escutcheon Bright Brass _ Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Satin Chrome ( Other finishes and colors are 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- orUrhread -off escutcheon. ( UL and ULC listed corrosion resistance. SIN numbers: R3621, R3622, R3623, R3625. Note: For Y 2 " orifice pendent FM approved white polyester coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 014. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Note: When Model F1FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic (800)431 -1588 Sprinkler Co., Inc. Sales Offices ® n a Peed Riel (800)848 -6051 Sales Fax Revision lines indicate updated or new data (914)829 -2042 Corporate Offices www.reliablesprinkleccom Internet Address es. Printed in USA 3107 PIN9999970027 Dyna- Thread° Full Line Sch -40 Replacement Dyna - Thread offers the life expectancy of Sch40 with superior hydraulics and greater value. Dyna - Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch -40 pipe with quality and superior hydraulic advantages. Co to Schedule 40 l Comparison to L.W.T. Pipes` • Dyna- Thread's inside diameter is up to 3.6% larger than Sch -40 giving it superior hydraulics. And, when used in combination with Dyna -Flow pipe, down sizing often occurs. • With its increased strength and lighter weight, Dyna - Thread reduces installation fatigue and is ideal for retro -fit applications. • More wall thickness at the thread (CRR =1.00) gives Dyna- Thread better life expectancy than lightwall threadable pipe joints. Dyna- Thread is fully listed and approved by UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna- Thread and Sch-40 are equal based on the calculated wall thicknesses per UL. • The consistent quality of steel used to make Dyna- Thread facilitates smooth threading and lower maintenance costs. • The exterior of Dyna- Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. @ FM UDC Listed Approved Listed Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna- Thread and Sch -40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF ". In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. • Unlike lightwall threadable pipe, Dyna- Thread has no thread gauge warning. Dyna - Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. • Dyna - Thread is safer to weld on. • Dyna- Thread is more widely accepted than lightwall threadable where Sch -40 is specified. Super 40/Dyna- Thread pipe is manufactured to meet: ASTM A -135, Grade A and is in compliance with NFPA -13. All sizes of Super 40 /Dyna- Thread are rated at 300 psi working pressure. Super 40 /Dyna - Thread is UL and ULC Listed for wet, dry deluge and pre- action sprinkler systems and FM Approved for use in wet systems. Super 40/Dyna- Thread can be "hot -dip" galvanized to meet FM requirement for dry systems. Super 40 /Dyna - Thread is approved for all threaded couplings and welded outlets and is suitable for all roll - grooved, and plain -end fittings. (See listing information). fZIC® /F /ow Control allied 11350 No co t m r Rd. -Philadelphia, PA 19154 Customer (800) 882 -5543 TUBE & CONDUIT 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708- 339 -1806 S3 -3 Specifications NPS Nominal I.D. Wt. WI. (H20 Filled) Fes/ WVLift (21') WI/Lift (24') WVLiIt (25 In; mm In; mm Lbs/Ft; Kg /m Lb&IR; Kg /m Lift Lbs; Kg Lbs; Kg Lbs; Kg 1" 1.080 1.330 1.75 70 1955 2234 2327 25 27.4 2.0 2.60 70 887 1013 105 1 1 14 1, 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 108 1 1 /2 , 1.639 2.290 3.22 44 2115 2418 2519 40 41.6 3.4 4.79 44 959 1097 114 2" 2.104 3.050 4.57 30 1921 2196 2287 50 53.4 4.5 6.80 30 871 996 103 • Unlike lightwall threadable pipe, Dyna- Thread has no thread gauge warning. Dyna - Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. • Dyna - Thread is safer to weld on. • Dyna- Thread is more widely accepted than lightwall threadable where Sch -40 is specified. Super 40/Dyna- Thread pipe is manufactured to meet: ASTM A -135, Grade A and is in compliance with NFPA -13. All sizes of Super 40 /Dyna- Thread are rated at 300 psi working pressure. Super 40 /Dyna - Thread is UL and ULC Listed for wet, dry deluge and pre- action sprinkler systems and FM Approved for use in wet systems. Super 40/Dyna- Thread can be "hot -dip" galvanized to meet FM requirement for dry systems. Super 40 /Dyna - Thread is approved for all threaded couplings and welded outlets and is suitable for all roll - grooved, and plain -end fittings. (See listing information). fZIC® /F /ow Control allied 11350 No co t m r Rd. -Philadelphia, PA 19154 Customer (800) 882 -5543 TUBE & CONDUIT 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708- 339 -1806 S3 -3 Submittal Data Sheet Dyna- Thread® Full Line Sch -40 Replacement Dyna- Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch -40 pipe with quality and superior hydraulic advantages. Comparison to Schedule 40 Dyna- Threads inside diameter is up to 3.6% larger than Sch -40 giving it superior hydraulics. Also, when used in combination with Dyna -Flow pipe, down sizing often occurs. Dyna - Thread is fully listed and approved UL, ULC, and FM for fire sprinkler applications. The life expectancy of Dyna - Thread and Sch-40 are equal based on the calculated wall thicknesses per UL. The consistent quality of steel used to make Dyna- Thread facilitates smooth threading and lower maintenance costs. The exterior of Dyna- Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. With its increased strength and lighter weight, Dyna - Thread reduces installation fatigue and is ideal for retro -fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna - Thread and Sch-40 have the same calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. Comparison to L.W.T. Pipe More wall thickness at the thread (CRR = 1.00) gives Dyna- Thread better life expectancy than lightwall threadable pipe joints. Unlike lightwall threadable pipe Dyna- Thread has no thread gauge warning. Dyna - Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. Dyna- Thread is safer to weld on than many zinc- coated lightwall threadable pipe products. Dyna - Thread is more widely accepted than lightwall threadable where Sch -40 is specified. Specifications & Approvals Super 40/ Dyna- Thread pipe is manufactured to meet: ASTM A 135, Grade A and is in compliance with NFPA -13. All sizes of Super 40 /Dyna - Thread are rated at 300 psi working pressure. Super 40/ Dyna - Thread is UL and ULC Listed for wet, dry and pre- action sprinkler systems and FM Approved for use in wet systems. Super 40 /Dyna- Thread can be "hot -dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna- Thread is approved for all threaded couplings and welded outlets and is suitable for all roll - grooved, and plain -end fittings. (See listing information). The internal surface of all black Fire Sprinkler pipe up to 4.5000" in diameter shall be coated with Allied Tube & Conduit Antibacterial Formula "ABF ". Stamp Here American Tube and Pipe was acquired by Allied Tube and Conduit on February 1, 1997. The engineered lightwall and standard wall family of products although they have different names are the same in all respects with regard to strength, weight, bundle count, listings and approvals. For example, Dyna -Flow and Super Flo are the same product as O are Dyna Thread and Super 40. XL is manufactured U L FM LC with Exterior galvanized coating. BLT is manufactured with Black lacquer coating. Listed Approved Listed Project: Sprinkler Contractor: Date: Engineer: Specification Reference: System Type: Comments: S3 -4 Specifications MPS Nominal I.O. Wt. Wt. (1120 Filled) Raj Wt1Ljf1(21') W1/Liff (24') WK111(25') In; mm In, mm LbslFt; Kg /m Lbs/ft; Kg /m Lift Lbs; Kg Lbs; Kg Lbs; Kg 1" 1.080 1.330 1.75 70 1955 2234 232 25 27.4 2.0 2.60 70 887 1013 105 1 1 /4' 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 1081 11/x 1.639 2.290 3.22 44 2115 2418 2519 40 41.6 3.4 4.79 44 959 1097 114 2" 2.104 3.050 4.57 30 1921 2196 228 50 53.4 4.5 6.80 30 871 996 103 American Tube and Pipe was acquired by Allied Tube and Conduit on February 1, 1997. The engineered lightwall and standard wall family of products although they have different names are the same in all respects with regard to strength, weight, bundle count, listings and approvals. For example, Dyna -Flow and Super Flo are the same product as O are Dyna Thread and Super 40. XL is manufactured U L FM LC with Exterior galvanized coating. BLT is manufactured with Black lacquer coating. Listed Approved Listed Project: Sprinkler Contractor: Date: Engineer: Specification Reference: System Type: Comments: S3 -4 A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of 1.0 Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: • Has a Corrosion Resistance Ratio of 1.0 • Has No Thread Warning • Has a Pressure Rating of 300 psi • Is Lighter Weight Than Schedule 40 • Is Approved by Factory Mutual and Listed by Underwriters Laboratories • Is Produced in Accordance to ASTM A -135 and A -795 • Can be Used With Standard Schedule 40 Threaded Fittings, Couplings and Valves • Is Produced From Steel With Excellent Properties of Strength and Threadability • Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems" • Offers Lower Freight Costs 1 1.600 1.090 70 1 -1/4 2.139 1.425 51 1 -1/2 2.562 1.655 44 2 3.364 2.124 30 ANCE RA 1 1.00 1.00 0.74 1-1/4 1.00 1.00 0.48 1-1/2 1.00 1.00 0.47 2 1.00 1.00 0.38 Fddythread 40 can be hot dipped galvanized to meet FM's requirement for dry systems 1819 Clarkson Road For additional information, Chesterfield, MO 63017 contact your salesperson today at C L uS 1 ( 81 ILL MOOSE TUee CCWAPANy (800) 325 -4467 V FAX: (636) 537 -2645 (800) 325 -4467 or (636) 537 -2600 in the USA, or from Canada USTEO — :- ..; -....� www.bullmoosetabe.com call (600) 882 -4666 FM AR R company a -mail: infoRbullmoosetube.com APMOVM All information contained herein is accurate as known at the time of publication. Bull Moose Tube reseNdsthe night to change product specifications without notice and without incoming obligation. 02/03 The Cost Effective Replacement for Schedule 10 Realizing the growing need of fire protection systems in commercial and residential construction, Bull Moose Tube has added Eddy Flow to its comprehensive line of sprinkler pipe products. Eddy Flow is a specially engineered replacement for schedule 10, offering better flow characteristics while providing design flexibility. This product is FM approved, as well as UL listed (for U.S. and Canada) for roll grooving and welding. Please check with appropriate sources for up -to -date listings and approval information. As an added benefit, it is more economical to use than schedule 10 due to reduced delivery costs and ease of handling. Furthermore, Eddy FlovA larger ID provides an opportunity for downsizing and further cost savings. 1 -1/4 1.660 1.515 1.442 1.380 2.93 1.00 1 -1/2 1.900 1.734 1.682 1.610 3.44 1.00 2 2.375 2.209 2.157 2.067 2.78 1.00 2 -1/2 2.875 2.729 2.635 2.469 1.09 1.00 3 3.500 3.342 3.260 3.068 1.00 1.00 4 4.500 4.316 4.260 4.026 1.00 1.00 orrosion Resistance Ratio ? Dual Certified to ASTM A135 and A795. ? FM approved for roll grooving and welding for use in wet systems. ? UL listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. ? Lightweight- saves shipping costs, and offers easier handling. ? Can be used with roll grooved couplings or welded outlets for pressures up to 175 psi. ? Floor stock available in various lengths produced in Trenton (GA), Gerald (MO), and Masury (OH). Also can be ordered in custom lengths. ? Can be supplied roll grooved, or plain end for use with Victaulic FI7 Fittings. ? Can be used for wet and dry* systems. toot' Hew can be not dipped galvanized to meet FAA requirement for dry systems PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufactured instructions for the specific fitting used. ; ` ^ 1819 Clarkson Road For additional information, 1 Chesterfield, MO 63017 contact your salesperson today at ✓ y ) t, LL.Avidlo ETtAWC5C1WWVP MY (800) 325 -4467 (800) 3254467 or (636) 537 -2600 FAX: (636) 537 -2645 in the USA, or from Canada www.bullmoosetube.com call (800) 882 - 4666 - ACfl company e-mail: info(r>7.bullmoosetube.com All informeGOn mnlalned herein is accurate as known at Ira lima of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incuning obligation. orn> lexHead sprinklers allow engineers, architects, contractors and building owners a degree of versatility previously unavailable. With so many options, they make it easy to design and work with whatever configuration your plans call for. Benefits and features include: FlexHead Metal Stud Detail *Reduced manpower, labor costs, O 4 ryi l4 and call -backs Materials Hose Assembly - ALL 304 Stainless Steel Gih i4,""} ' oFast -track construction for rapid Sprinkler Multi-port Bracket- HD G60 Galvanized MetaL building occupancy brenchline RaHead R^ i *Quick retrofit of existing buildings sprinkler drop *Predictable installation that eliminates bidding problems or Marti -pert metal stud missed schedules . Adjustable hub mounting bracket ®Easy installation of semi - recessed, full- pendant, or fully concealed Metat stud �t sprinkler head - F IIII "•t '*" perfect *Multi- ort bracket for )Itattu� P P Sheetrock ceiling uniformity with any suspended Sprinkler head or sheetrock ceiling system *Meets International Building Code (IBC) and NFPA guidelines FlexHead Suspended Ceiling Detail *Meets ASCE 7 -98 guidelines for each FM- approved unit is ready -to- in feel :bS seismic desi n Cate Dries C, D, E Pressure- and leak - tested, and come 9 9 complete with a flexible stainless -s F referenced in the:IBC' hose and mounting bracket with e adjustable hub. *Approved for use in suspended ceilings with light, medium, and heavy -load grids (ASTM C635, 636) Multi-part ceiling g d *Industrial grade, all- welded mounting bracket y \ I no 0 -ring construction - *Rated up to 300psi and requires no hangers ` Suspended t.... *Easy friction loss /water pressure: Ubar grid Ceiling file 0 _ t ` calculations Sprinkler head yib(t; B,Sk 4 _... ...._...__..._.._._......._..__ -------- ---- _- �........ �._. �.._-... �.._..__....-».. ......_ .......... ......._.._... FlexHead Outlet Hose Assembly Equivalent Length of 1" Maximum Rated Model q Size Length ft(m) schedule 40 pipe ft(m) Pressure psi (kPa) ,-d 2024 1/2in. _._. _2ft (0.6m) 17ft (5.1m) 175 (1205) ya,1y� 2036 1 /2m. 3ft (0.9m) 22ft (6.6m) 175 (1205) 2048 1 /tin. 4ft (1.2m) 24ft (73m) 175 (1205) :'nth 2060- ". .. .__._._ 1 /tin. _ 5ft (1 5m) 25ft (7.5m) _ -. 175 (1205) - { --- -- _ � 2072 1 /2in_ 6ft (1.8m) 28ft (8.4m) 175 (1205) 2024 3 /4in. 2ft (0.6m) 9ft (2.7m) 175 (1205) - 2036 - -- 3 /4in. - -- - - 3ft (0.9m) _ -- 16ft (4.8m) - - -- 175 (1205) - - -- 2048 - 3 /4in. -. 4ft (1.2m) 21ft (6.4m) 175 (1205) % 2060 3 /4in. 5ft (1.5m) 22ft (6.6m) 175 (1205) .i 207 - 3 /4in. - -- - 6ft (1.8m) - 25ft (7.5m) - - -- 175 (1205) - - -- FlexHead products are intended for use in hydraulically designed wet, pre action, deluge or dry pipe sprinkler systems per NFPA 13, 13R and 73D guidelines. The hydraulic loss of the FlexHead needs to be included in the hydraulic design calcu the some as a valve of fitting. Each FlexHead has a 3" minimum bend radius per UL guidelines and o 7'. mrmmum bend radius per FM guidelines. FireLock® Fittings VICTAULIC' IS AN ISO 9001 CERTIFIED COMPANY PRODUCT DESCRIPTION th c t FireLock'D products comprise a unique system specifically designed for fire protection services. FireLock full -flow elbows and tees are a CAD - developed, hydrodynamic design that has a shorter center -to -end dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Style 005 FireLock couplings. Use of other couplings or Flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. Patented U� UDC PM See Victaulic publication 10.01 for details. DIMENSIONS h l0 I 0 to No. 001 No. 003 •- to 0 p to 10 -t No. 002 No. 006 e REGISTERED TRADEMARK OF VICTAULIC - 0 COPYRIGHT20N VICTAULIC - PRINTED IN U.S.A. Victaulic Company of America • Phone: 1-800- PICK -VIC (1- 800- 742 -5842) • Fax:610- 250 -8817 • e- mail:pickvic@victaulic.com Victaulic Company of Canada• Phone905- 884- 7444•Fax:905- 8849774 e-mail: viccanada @victauliccom Victaulic Europe • Phone.32 -9 -387 1500 • Fax: 32 9-380-4438 • e- mail: viceuro@victaulic.be Victaulic America Latina • Phone 610-559-3300 • Fax 610 - 559 -3608 e-mail: viml@viclaulic.com ....Victaulic Asia Pacific •. Phone: 65. 6235 -3035 • Fax 65-6235-0535 _. e -mail vicap@vlctauliccom 1539 REV E ctau lic 0 C No. 001 No. 003 No. 002 No. 006 Fitting Size 90 °Elbow 45 °Elbow StraightTee Cap Actual Apnn Apon Aprx. Thickness Aprx. Nominal Outside CtoE Weight CtoE Weight CtoE Weight 'T" Weight Diameter Diameter Inches Each Inches Each Inches Each Inches Each Inches7mm Inchesfmm mm LbsJkg mm LbsJkg mm LbsJkg mm LbsJkg 1 1.660 2.75 1.0 1.75 0.9 2.75 1.5 0.82 0.3 32 42,4 70 0,5 45 4,1 70 03 21 0,1 1 V2 1.900 2.75 1.2 1.75 0.9 2.75 2.0 0.82 0.4 40 48,3 70 0,5 45 4,1 70 0,9 21 0,2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 60,3 70 0,8 1 51 0,8 70 1,1 22 0,3 2 2.875 3.00 3.1 2.25 2.2 3.00 3.5 0.88 1.0 65 73,0 76 1,4 57 1,0 76 1,6 1 22 0,5 3.000 3.00 3.30 2.25 2.4 - - - - 76,1 mm 76,1 76 1,5 57 1,1 -- - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 88.9 86 1,8 64 1.4 86 2,4 22 0,5 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3,0 76 2.5 102 3,9 25 1,1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141,3 124 5,7 83 3,8 124 7,1 25 1.9 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 168,3 140 S3 89 5,3 140 10,3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11,6 100 9.3 176 1 17.6 1 29 5,8 e REGISTERED TRADEMARK OF VICTAULIC - 0 COPYRIGHT20N VICTAULIC - PRINTED IN U.S.A. Victaulic Company of America • Phone: 1-800- PICK -VIC (1- 800- 742 -5842) • Fax:610- 250 -8817 • e- mail:pickvic@victaulic.com Victaulic Company of Canada• Phone905- 884- 7444•Fax:905- 8849774 e-mail: viccanada @victauliccom Victaulic Europe • Phone.32 -9 -387 1500 • Fax: 32 9-380-4438 • e- mail: viceuro@victaulic.be Victaulic America Latina • Phone 610-559-3300 • Fax 610 - 559 -3608 e-mail: viml@viclaulic.com ....Victaulic Asia Pacific •. Phone: 65. 6235 -3035 • Fax 65-6235-0535 _. e -mail vicap@vlctauliccom 1539 REV E ctau lic 0 C 10.03;' FLOW DATA t The flow data listed is based upon the pressure drop of Schedule 40 pipe. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A -536, grade 65 -45 -12 Fitting Coating: Orange enamel • Optional: Hot dipped galvanized This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 2 Firel-ocV Fittings Frictional Resistance Fitting Size Equivalent Feetfineters of Straight Pipe Actual Straight Tee Nominal Outside No. 002 Diameter Diameter 90 Elbow 45° Elbow Inches/mm Inchesltnm No. 001 No. 003 Branch Run 2 2.375 3.5 1.8 8.5 3.5 50 60,3 1,1 0,5 2,6 1.1 2 1 /2 2.875 4.3 2.2 10.8 4.3 65 73,0 1.3 0,7 3.3 13 3.000 4.5 2.3 11.0 4.5 76,1 mm 761 1,4 0,7 3,4 1,4 3 3.500 5.0 2.6 13.0 5,0 80 88.9 1.5 1 0.8 4,0 1,5 4 4.500 6.8 3.4 16.0 6.8 100 114,3 2,1 1,0 4.9 2,1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2,6 1,3 6.4 2,6 6 6.625 10.0 5.0 25.0 10.0 150 1683 3.0 1,5 7,6 3,0 8 8.625 13.0 5.0 33.0 13.0 200 219,1 4,0 1,5 10,1 4,0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A -536, grade 65 -45 -12 Fitting Coating: Orange enamel • Optional: Hot dipped galvanized This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 2 Firel-ocV Fittings Style 005 FireLock® Rigid Coupling with Vic -Plus® Gasket System PRODUCT DESCRIPTION L L , OWA VICTAULIC" IS AN ISO 9001 CERTIFIED COMPANY viieplud Gasket System 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 couplings provide rigidity for valve connections, fire mains and long straight runs. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle -pad design permits assembly by removing one nut/bolt and swinging the housing over the gasket. This reduces components to handle during assembly; speeds and eases installation on pipe grooved to Victaulic specifications. Style 005 FireLock couplings with the Vic - PIusTM Gasket System are designed and recommended for use ONLY on fire protection systems. Vic -Plus Gasket System: Victaulic" now offers a gasket system which requires no field lubrication on wet pipe systems. The Vic - PIusTM' System (patented) is dry, clean, and non - toxic. It reduces assembly time substantially and eliminates the mess and chance of over - lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1 -100) for supplemental lubrication requirements. VAC U FM in VU LPC and VdS Approved, Request VlctaWI seenotesonpage2. publication 10.01 for details. R tT 4 O IsY� �z� Rated for wet and dry sprinkler systems at 350 psi (2413 kPa) for 11/< - 4" (32 - 100 mm) sizes and 300 psi (2068 kPa) for 4 S" (108 - 200 mm) sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expansion, contraction or angular deflection. 4 T Refer to notes on page 2. 0 REGISTERED TRADEMARK OF VICTAULIC — ® COPYRIGHT 2004 VICTAULIC — PRINTED IN U.S.A. —SKU YWCAS67MHPN 1535 REV H Viclaulic Company of America • Phone: 1- 800- PICK -VIC (1- 800 - 742 -5842) - Fax: 610 - 250 -8817 • e -mail: pickvic @Victaulic.com Victaulic Company of Canada • Phone: 905- 884 -7444 • Fax: 905 -884 -9774 • e -mail: viccanada@victaulic.com Victaulic Europe • Phone:32 -9- 381 -1500 • Fax: 32 -9- 380 -4438 • e -mail: viceuro @viclaulicbe ^ Viclaulic America Latina •Phone:610- 559 -3300' Fax: 610 -559 -3608 • e -mail: vical @viclaulic.com Ct21 U' 1 C r Viclaulic Asia Pacific • Phone: 86- 21- 58855151 • Fax: 86- 21- 58851298 • e -mail: vicap@viclaulic.com Dimensions Pipe Size Max. Max. Allow. Inches /mm Actual Nominal Outside Work. End Pipe End W Bo taNut Aprx. Diameter Diameter Press. § Load' Sep.t No. - Size Wilt Ea. Incheslmm Inches /mm PSI1kPa LbsJN InJmm Inches/mm X Y Z LbsJkg 1 1.660 350 755 0.05 2.75 4.50 1.88 1.2 32 42,4 2413 3370 1,2 1 2 - 3 /e X 2 /° 70 114 148 0,5 11/2 1.900 350 990 0.05 3.00 4.75 1.88 1.2 40 48.3 2413 4415 1,2 3 2 - /8 X 21/4 76 121 148 0,5 2 603 5 0.07 2 _ 3 /a X 21 /z 0 3 89 1 146 0 41 6900 1,7 133 8 O 21/ 2 780 5 350 0.07 4. 5. 1 2270 1,7 2 -3 /e X 21/2 46 18 1 0,9 3 76. 0 1 0 350 2475 0.07 1 76,1 mm 1,7 2 - X 2112 4OS 546 18 0.9 3 889 0 0.07 6 .13 1 0 241 1 985 13 2. X 21/z 118 56 18 1,0 2 54 3 100 140 3 2 1 24760 0,16 2 - 3 /s X 21 /z 146 164 1,4 108,0 mm 4 4 0,16 2 3 /6 X 2112 1 8 2 54 3 80 288 940 - 184 1,4 5 5.563 300 7290 0.16 1 2 - /2 X 23/4 6.88 9.00 2.13 4.5 125 1413 2068 32445 4 1 175 229 54 2,0 300 6495 04,16 6.68 9.0 2 54 3 133,0 mm 133.0 2 68 8900 2 - X 23/< 9 2,0 5.500 300 7125 0.16 6.86 9.00 2.13 4.8 1393 mm 139.7 2068 31715 4,1 2. 1 /2 X 23/. 175 229 54 2,2 13 0 8. 10500 2 54 0 l50 823 206 46020 0,16 2 - 1/2 X 23/4 2,3 6. 0 0.16 10500 2 5a 159,0 mm 9 266 4095 2 - sla X 4 �'yq 2,5 165,1 mm 665 99 0.16 2 X 231e 8. 10500 2. 200 -V2 2,5 21921 0 ,fl9 2 - 5 18 X 41/4 1 2 0 6] 0 13343 2 1 200 2 68 78000 0 REGISTERED TRADEMARK OF VICTAULIC — ® COPYRIGHT 2004 VICTAULIC — PRINTED IN U.S.A. —SKU YWCAS67MHPN 1535 REV H Viclaulic Company of America • Phone: 1- 800- PICK -VIC (1- 800 - 742 -5842) - Fax: 610 - 250 -8817 • e -mail: pickvic @Victaulic.com Victaulic Company of Canada • Phone: 905- 884 -7444 • Fax: 905 -884 -9774 • e -mail: viccanada@victaulic.com Victaulic Europe • Phone:32 -9- 381 -1500 • Fax: 32 -9- 380 -4438 • e -mail: viceuro @viclaulicbe ^ Viclaulic America Latina •Phone:610- 559 -3300' Fax: 610 -559 -3608 • e -mail: vical @viclaulic.com Ct21 U' 1 C r Viclaulic Asia Pacific • Phone: 86- 21- 58855151 • Fax: 86- 21- 58851298 • e -mail: vicap@viclaulic.com 10.02 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. Housing Coating: Orange enamel • Optional: Hot dipped galvanized Gasket: • Grade "E" EPDM - Type A Vic -Plus Gasket System A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure us- ing the Grade "E" Type A Vic -Plus Gasket System, requiring no field lubrication for most installation condi- tions. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeal Gasket. Contact Victaulic for details. Bolts /Nuts: Heat - treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A -449 and physical requirements of ASTM A -183. A Standard gasket and FlushSeal gasket approved for dry pipe systems to -40'F (- 40 °C). Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below 0°F ( -1 S'C) and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be rquired on pipe with raised or undercut weld seams or pipe that has voids and /or Cranks at the weld seams. Victaulic continues to recommend the use of FlushSeal gaskets for dry services. LISTINGS /APPROVALS The information provided below is based on the latest listing and approval data at the time of publication. Listings /Approvals are subject to change and /or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Rated Working Pressure - PSI Rated Working Pressure -PSI Rated Working Pressure - PSI Pipe Sch. Size Inches UL ULC FM Pipe Sch. Size Inches UL ULC FM Pipe Sch. Size Inches UL ULC FM 5 1 1 14 -3 175 175 175 EL 1 -2 300 N/A N/A MT 1 1 /4 -2 300 N/A N/A 1Y, - 4 350 350 350 ET 1/4 - 2 300 NIA N/A STE 1 1 14 - 4 NIA N/A 300 10.40 5-8 300 300 300 EZ 4-6 300N N/A 300 Steady Thd. 1 r /° - 2 NIA N/A 300 BLT 1'/4-2 300 300 NIA FF P4 -4 N/A N/A 300 TF 3 -8 N/A N/A 300 DF 1 - 4 300 300 300 GAL -7 1 1 /4 - 2 300 N/A N/A WLS 1 1 /4 - 2 300 300 N/A DT 1'L -2 300 300 N/A MET 1'/4 -2 300 N/A N/A XL 1'q -3 300 300 300 EF 1'!z - h 175@ N/A 175 ME 1'/ - 4 300 N/A 300' FM approved for service in 1112 - 4' pipe. # UL Listed for service up to 4' pipe only. OUL Listed for service up to 3' only. PIPE SCHEDULE NOTES: 5 refers to Listed /Approved Schedule 5 steel sprinkler pipe 10 refers to Listed /Approved Schedule 10 steel sprinkler pipe 40 refers to Listed /Approved Schedule 40 steel sprinkler pipe BILL refers to Listed steel sprinkler pipe manufactured by Allied Tube & Conduit OF refers to Listed /Approved Dyna -Flow steel sprinkler pipe manufactured by Allied Tube & Conduit D refers to Listed Dyna Thread steel sprinkler pipe manufactured by Allied Tube & Conduit EF refers to Listed /Approved Eddy Flow steel sprinkler pipe manufactured by Bull Moose Tube Co. EL refers to Listed Eddyine steel sprinkler pipe manufactured by Bull Moose Tube Co. ET refers to Listed Eddythread 40 steel sprinkler pipe manufactured by Bull Moose Tube Co. EZ refers to Listed EZ Flow steel sprinkler pipe manufactured by Northwest Pipe & Casing Co. FF refers to Listed Fire -Flo steel sprinkler pipe manufactured by Youngstown Tube Co. GAL -7 refers to Listed steel sprinkler pipe manufactured by IDOD Systems, LLC MET refers to Listed steel sprinkler pipe manufactured by Wheatland Tube Company MF refers to Listed Mega -Flow steel sprinkler pipe manfactured by Wheatland Tube Company MT refers to Listed Mega- Thread steel sprinkler pipe manufactured by Wheatland Tube Company STE refers to Listed Steady Flow steel sprinkler pipe manufactured by AMS Tube Corporation Steady Thread refers to Appproved steel sprinkler pipe manufactured by AMS Tube Corporation TF refers to Tex Flow steel sprinkler pipe manufactured by Tex -Tube Company WLS refers to Listed /Approved steel sprinkler pipe manufactured by Wheatland Tube Company XL refers to Listed XL or XL II Steel sprinkler pipe manufactured by Allied Tube & Conduit Corp. NOTES ' Working Pressure and End Load are total, from all internal and external loads, based on stantlard weight (ANSI) steel pipe, standard roll or alt grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY. the Maximum Joint Working Pressure may be increased to 1 limes the figures shown. f For field installation only. FireLock Style 005 couplings are essentially rigid and do not accommodate expansion/contraction. 9 Number of bolts required equals number of housing segments. Metric thread size bolts are available (color Coded gold) for all coupling sizes upon request. Contact Victaulic for details. § Style 005 couplings are VdS and 1 -PC Approved to 12 Bar (175 psi). WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. This product shall be manufactured by Victaulic Company. All products shall be installed in accordance with current Victaulic installationlassembly instructions. Victaulic reserves the right to change product specification, designs and standard equipment without notice and without incurring obligations. 2 Style 005 FireLock® Rigid Coupling Style 75 Coupling VICTAULIC® IS PRODUCT DESCRIPTION Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to s 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi 't (3450 kPa) depending on size. Housings are cast in two identical pieces in all sizes. Hot -dip galvanized and special coatings are available for all sizes. U� UDC FM See Victaulic publication 10.01 for details. Exaggerated for clarify DIMENSIONS ur � 8t 1 Table continued on page 2. 0 REGISTERED TRADEMARK OF VICTAULIC - 0 COPYRIGHT 2003 VICTAULIC - PRINTED IN U.S.A. 't @ Refer to notes on page 2. 1470 HEY F Viclaulic Company of America • Phone: 1- 800 -PICK VIC (1 -800- 742 -5842) • Fax: 610- 250 -8817 • e- mail:pickvic@victaulic.com Victaulic Company of Canada • Phone 905 -884 -7444 • Fax: 905-884-9774 • e -mail: viccanada @victaullc.com Victaulic Europe • Phone.32 -9 -381 1500 • Fax: 32-9-380-4438 • e-mail: viceuro@victaulic.be , ��� �', C n Victaulic America Latina • Phone 610-559-3300 • Fax 610 -559 -3608 • e-mail: vical@victaulic.com Viclaulic Asia Pacific .• Phone: 65 6235 -3035 - Fax: 65-6235 0535. +.e mail vicap @victaulicxom Max. Max. Allow. Deflect. Fr. @ Dimensions Aprz' Pipe Size Work Pres. End Load Pipe End CLt Bolt/Nut No. - Size Inches/millimeters Wgt. Each Nominal Actual Per Pipe Diameter Out. DID. PSI* Lbs.' Sep. Cplg. InJFt. Inches Lbs. InJmm InJmm kPa N human Deg. mmlm mm X y Z kg 1 1.315 500 680 0-0.06 0.57 2.38 4.27 1.77 1.3 25 33,4 3450 3025 0-1,6 2 - 43' 48 3 2 - /s X 2 61 108 45 0,6 1 1.660 500 1080 .0.45 0-006 2° - 10' 3 2 - /a X 2 2.68 4.61 1.77 1.4 32 42,2 3450 4805 0-1,6 38 68 117 45 0,6 1 1.900 500 1,420 0 -0.06 0.40 2.91 4.82 1.77 1.5 1 ° - 56' a 2 - X 2 /a 40 48,3 3450 6320 0-1,6 33 74 122 45 0,6 2 2.375 500 2,215 0 -0.06 1* - 31 0.32 3 2 - /e X 2 3.43 5.22 1.88 1.7 50 60,3 3450 9860 0-1,6 26 87 133 48 0,8 2 2.875 500 3.245 0-006 0.26 3.88 5.68 1.88 1.9 65 73,0 3450 14440 0 1,6 1' -15 22 2 - 3 7e X 2 98 144 48 0,9 3.000 500 3,535 0-0.06 026 4.00 5.90 1.88 1.9 76,1 mm 76,1 3450 15730 0 -1,6 1 ° _ 12 , 22 2 - 3 /s X 2 102 150 48 0,9 3 88 0 0 x182 4.50 7 1 48 8 0 9 34 21360 -01,66 1 ° - 2' 2 - 1 /2 X 23/4 8 1,9 3 4.000 500 6,300 0-0 ' 06 0.19 5.00 7.50 1.88 2.9 90 101,6 3450 28035 0 -1,6 0° - 54' 16 2 V2 X 2374 127 191 48 1,3 11463 7 00 0,23 1 -36' 0284 2 - 1 /2 X 23/4 8. 2 54 3 100 300 3 80 147 04 1,9 108,0 mm 4.250 450 6,380 0-0.13 1° - 41' 0.35 2 - 12 X 70.0 5.55 7.79 2.13 3.7 108,0 3100 28395 0 -3,2 29 141 198 54 13 4 5.000 450 8,820 0-013 1 ` 26, 0.25 2 - s/ X 3V< e 6.13 9.43 2.13 5.5 120 127,0 3100 39250 0 -3,2 21 156 240 54 2,5 10,93 0 3 0,23 1 ° - 18 0237 2 - s/s X 31/4 6'75 10 56 7 2 54 3 125 1456 300 486 00 2,6 133,0 mm 5.250 450 9,735 0 - 0.13 1 ° - 21' 0.28 2 -16 X 82.5 6.55 9.37 2.13 6.0 133,0 3100 43325 03,2 24 166 238 54 2,7 1393 mm 5.500 a 0 10,66 O 0.23 ° -1 0 24 8 2 - s/e 31/4 6.80 9.4 9 2 6. 1 X 9 152,4 mm 6.000 450 12,735 0-0.13 1 , _ 72 , 0.21 2 -'le X 3114 7.38 10.48 1.80 6.2 152,4 3100 56670 0 - 3.2 18 187 266 48 2.8 6 .62 7 , 00- 1 ° - 5' 0 : 1 8 3 2 - 5 /e X 31/4 8. 12807 2 54 3 150 3400 55 32 Table continued on page 2. 0 REGISTERED TRADEMARK OF VICTAULIC - 0 COPYRIGHT 2003 VICTAULIC - PRINTED IN U.S.A. 't @ Refer to notes on page 2. 1470 HEY F Viclaulic Company of America • Phone: 1- 800 -PICK VIC (1 -800- 742 -5842) • Fax: 610- 250 -8817 • e- mail:pickvic@victaulic.com Victaulic Company of Canada • Phone 905 -884 -7444 • Fax: 905-884-9774 • e -mail: viccanada @victaullc.com Victaulic Europe • Phone.32 -9 -381 1500 • Fax: 32-9-380-4438 • e-mail: viceuro@victaulic.be , ��� �', C n Victaulic America Latina • Phone 610-559-3300 • Fax 610 -559 -3608 • e-mail: vical@victaulic.com Viclaulic Asia Pacific .• Phone: 65 6235 -3035 - Fax: 65-6235 0535. +.e mail vicap @victaulicxom 0.6.05 DIMENSIONS 121 V,�10 ANNI I ' �t'� Ir11 # Style 74 Couplings 't@ Refer to notes below. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Housing Coating: Orange enamel • Optional: Hot dipped galvanized and others. Gasket: (specify choice') t • Grade "E" EPDM EPDM (Green color code). Temperature range -30'F to +230'F ( -34'C to +110 °C). Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI /NSF 61 for cold +86'F ( +30 °C) and hot +1l ( +82 °C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade `T" nitrile Nitrile (Orange color code). Temperature range -20'F to +180'F ( -29 °C to +82 °C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140 °F ( +60 °C) and water over +150'F ( +66 °C). NOT RECOMMEND- ED FOR HOT WATER SERVICES. 'Services listed are General Service Recommendations only. It should be noted thatthere are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. TSupplemental lubricant is recommended for services installed at or continuously operating below 0 °F (-18 °C). Bolts /Nuts: Heat treated carbon steel, zinc plated to ASTM B -633, track -head conforming to physical properties of ASTM A -183 minimum tensile 110,000 psi (758340 kPa). NOTES Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 1 12 times the figures shown. 7 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at eachjoint for standard roll grooved pipe. Figur m es for standard cut grooved pipe may be doubled. These figures are maximus; for design and installation purposes these figures should be reduced by: 50% for 3 /4 - 3 (20 - 90 mm); 25% for 4' IT 00 mm) and larger. Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. This product shall be manufactured by Victaulic Company. All products shall be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Style 75 Coupling Ma Deflect. Mat Max. Allow. Fr. W Dimensions Pipe Size Work Pros. End Load Pipe End} Cif BolUNut No. •Size Inches /millimeters w9t. Wgt. Each Nominal Actual Per Pipe Diameter Dub Dia. PSI' Lbs.` Sep. Cplg. InJFL I Inches Lbs. InJmm Irblmm We N InJmm Deg. mm/m mm X Y Z kg 6.250 450 13,800 0-0.13 0,24 7.63 10.49 2.13 6.8 159,0 mm 159,0 3100 61405 0 -3,2 V - 9 20 2 - 16 X B2.5 194 266 54 3,1 14,940 0-013 . 0.23 1066 2.06 165,1 mm 66501 3 00 1' _ 6 , 2 - s/s X 3'l4 x'99 3,3 8.000 450 22,635 0 - 0.13 0.16 9.72 13.33 2.31 12.6 203,2 mm# 203.2 3100 100725 0 -3,2 0' - 54 , 13 2 3 /4 X 4'/4 247 339 58 5,7 8 8.625 450 26,280 0 - 0.13 0'18 10.34 13.97 2.32 12.4 200 219,1 3100 116945 03,2 0° - 50' 14 2 - 3 /4 X 4'/4 263 355 59 5,6 254,0 mm# 10.00 3 50 00 0-0.13 0° - 43' 0.15 2 - '/9 X 5'/2 1 75 2 20 00 1223 09 6 4 304,8 mm# 12,000 350 39,500 0 - 0.13 0' - 36' 0'13 2 -' /e X 51 /z 14.16 17.69 2.53 23.6 364.8 2400 175775 0 -3.2 9 360 1 449 64 10,7 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Housing Coating: Orange enamel • Optional: Hot dipped galvanized and others. Gasket: (specify choice') t • Grade "E" EPDM EPDM (Green color code). Temperature range -30'F to +230'F ( -34'C to +110 °C). Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI /NSF 61 for cold +86'F ( +30 °C) and hot +1l ( +82 °C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade `T" nitrile Nitrile (Orange color code). Temperature range -20'F to +180'F ( -29 °C to +82 °C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140 °F ( +60 °C) and water over +150'F ( +66 °C). NOT RECOMMEND- ED FOR HOT WATER SERVICES. 'Services listed are General Service Recommendations only. It should be noted thatthere are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. TSupplemental lubricant is recommended for services installed at or continuously operating below 0 °F (-18 °C). Bolts /Nuts: Heat treated carbon steel, zinc plated to ASTM B -633, track -head conforming to physical properties of ASTM A -183 minimum tensile 110,000 psi (758340 kPa). NOTES Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 1 12 times the figures shown. 7 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at eachjoint for standard roll grooved pipe. Figur m es for standard cut grooved pipe may be doubled. These figures are maximus; for design and installation purposes these figures should be reduced by: 50% for 3 /4 - 3 (20 - 90 mm); 25% for 4' IT 00 mm) and larger. Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. This product shall be manufactured by Victaulic Company. All products shall be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Style 75 Coupling VICTAULIC" IS AN 1509001 CERTIFIED COMPANY Style 744 FireLock® Flange Adapter with Vic- PIusTM Gasket S stem VIC Y Gasket System PRODUCT DESCRIPTION 2 - 8" Sizes IIII Style 744 FireLock Flange adapter is designed for directly incorporating flanged components with ANSI CL. 125 or CL. 150 bolt hole patterns into a grooved pipe system. Sizes 2 - 8" (50 - 200 mm) are hinged for easy handling with integral end tabs which facilitate assembly. The design incorporates small teeth inside the key shoulder I.D. to prevent rotation. Because of the outside flange dimension, FireLock Flange adapters should not be used on FireLock fittings. When wafer or lug -type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. FireLock Flange adapters should not be used as anchor points for tie -rods across nonrestrained joints. Mating rubber faced Flanges, valves, etc., require the use of a FireLock Flange washer. FireLock Flange adapters with Vic -Plus gaskets do not require lubrication. The gasket must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. Style 744 FireLock Flange Adapters with the Vic -Plus" Gasket System are designed and recommended for use ONLY on fire protection systems. Vic -Plus Gasket System: Victaulic now offers a gasket system which requires no field lubrication on wet pipe systems. The Vic - PIUSTV System (patented) is dry, clean, and non - toxic. It reduces assembly time substantially and eliminates the mess and chance of over - lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1 -100) for supplemental lubrication requirements. UL ULC FM See Victaulic publication 10.01 for details. DIMENSIONS Style 744 Sizes 2 - 8" (50 - 200 mm) ANSI Class 125 and 150 Flange Note: Gray area of mating face must be free from gouges, undulations or deformities of any type for effective sealing. 'Refer to notes below. tTotal bolts required to be supplied by installer. Bolt sizes for conventional flange -to- flange connection. Larger bolts are required when Vic Flange adapter is utilized with wafer -type valves. # Not available with Vic Plus gasket system. Lubrication is required. NOTES 'Working Pressure and End III are total, from all internal and external loads, based on standard weight steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY the Maximum Joint Working Pressure may be increased to 1'h times the figures shown. Style 744 FireLock Flange adapters provide rigidjoints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at thejoint. WARNING. Depressurize and drain the piping system before attempting to install, remove, or adjust any vieraulic piping products. ® REGISTERED TRADEMARK OF VICTAULIC - e COPYRIGHT 2004 VICTAULIC - PRINTED IN U.S.A. 1477 REV D Victaulic Company of America • Phone: 1- 800- PICK -VIC (1- 800- 742 -5842) • Fax: 610- 250 -8817 • e-mail:pickvicsvictauliccan Victaulic Company ofcanada • Phone: 905 -8B4 -7444 • Fax: 905 -884 -9774 • e -mail: viccanadaerviclauliccram Victaulic Europe - Phone:32 -9 -381 -1500 • Fax 32 -9 -380 -4438 • e -mail: viceuro @viaaulic.be Victaulic America Latina - Phone: 610- 559 -3300 • Fax: 610-559 -3608 • e -mail: vical@victaulic.com Victaulic Asia Pacific • Phone: 65- 6235 -3035 - Fax: 65- 6235 -0535 • e -mail: vicap @victauliccom c ° Sealing Surface Dimensions Pipe Size Max. Work Max. End Inches /mm Inchesimillimeters Aprx wgt. Actual Nominal Outside Press.' Load' No. Bolt Each Diameter Diameter PSI Lbs. Bolls t Size t "A" "B" Lbs. InJmm In.lmm We N Req'd. Inches Max. Min. W X Y 2 kg 2 2.375 175 775 4 s 2 /s X 2 /° 2.38 3.41 6.75 6.00 4.75 0.75 2.7 50 60,3 1200 3450 60 87 172 152 121 19 1,2 2 2.875 175 1135 2.88 3.91 7.88 7.00 5.50 0.88 4.2 65 73,0 1200 5050 4 s 7e X 3 73 99 200 178 140 22 1,9 3 3.500 175 1685 4 s /a X 3 3.50 4.53 8.44 7.50 6.00 0.94 4.8 80 88,9 1200 7500 89 115 214 191 152 24 2.2 4 4.500 175 2780 B s 7a X 3 4.50 5.53 9.94 9.00 7.50 0.94 7.1 100 114,3 1200 11045 114 141 252 229 191 24 3,2 5 5.563 175 4250 5.56 6.71 11.00 10.00 8.50 1.00 8.3 125 141.3 1200 16920 8 a 1 /° X 3 /z 141 171 279 254 216 25 3,8 6# 6.625 175 6030 8 r /4 X 3 /2 6.63 7.78 12.00 11.00 9.50 1.00 9.3 150 168,3 1200 26640 168 198 305 279 241 25 4,2 8# 8.625 175 10219 8 7 /4 X 3 1 /z 8.63 9.94 14,63 13.50 11.75 1.13 13.9 200 219,1 1200 45475 219 252 372 343 298 29 6,3 'Refer to notes below. tTotal bolts required to be supplied by installer. Bolt sizes for conventional flange -to- flange connection. Larger bolts are required when Vic Flange adapter is utilized with wafer -type valves. # Not available with Vic Plus gasket system. Lubrication is required. NOTES 'Working Pressure and End III are total, from all internal and external loads, based on standard weight steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY the Maximum Joint Working Pressure may be increased to 1'h times the figures shown. Style 744 FireLock Flange adapters provide rigidjoints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at thejoint. WARNING. Depressurize and drain the piping system before attempting to install, remove, or adjust any vieraulic piping products. ® REGISTERED TRADEMARK OF VICTAULIC - e COPYRIGHT 2004 VICTAULIC - PRINTED IN U.S.A. 1477 REV D Victaulic Company of America • Phone: 1- 800- PICK -VIC (1- 800- 742 -5842) • Fax: 610- 250 -8817 • e-mail:pickvicsvictauliccan Victaulic Company ofcanada • Phone: 905 -8B4 -7444 • Fax: 905 -884 -9774 • e -mail: viccanadaerviclauliccram Victaulic Europe - Phone:32 -9 -381 -1500 • Fax 32 -9 -380 -4438 • e -mail: viceuro @viaaulic.be Victaulic America Latina - Phone: 610- 559 -3300 • Fax: 610-559 -3608 • e -mail: vical@victaulic.com Victaulic Asia Pacific • Phone: 65- 6235 -3035 - Fax: 65- 6235 -0535 • e -mail: vicap @victauliccom c ° 10.04' VIC- FLANGE ADAPTER NOTES 1 The Style 744 (2 - 8 "/50 - 200 mm) design incorporates small teeth inside the key shoulder I. D. to prevent rotation. z FireLock Flange adapter should not be used on FireLock fittings. When wafer or lug -type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. 3 FireLock Flange adapters should not be used as anchor points for tie -rods across nonrestrained joints. Mating rubber faced flanges, valves, etc. require the use of a FireLock Flange washer. 4 Area A -B noted in the above drawing must be free from gouges, undulations or deformities of any type for effective sealing. s FireLock Flange adapter gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. s Flange Washers: FireLock Flange adapters require a smooth hard surface at the mating flange face for effective sealing. Some applications for which the Vic - Flange adapter is otherwise well suited do not provide an adequate mating surface. In such cases, it is recommended that a metal Flange Washer be inserted between the FireLock Flange adapter and the mating flange to provide the necessary sealing surface. Typical applications where a Flange Washer should be used are: w When mating to a serrated flange: a standard flat flange gasket should be used adjacent to the serrated flange and then the Flange Washer is inserted between the FireLock Flange adapter and the flange gasket. s When mating to a wafervalve: where typical valves are rubber lined and partially rubber faced (smooth of not), the Flange Washer is placed between the valve and the FireLock Flange adapter. c When mating a rubber faced flange: the Flange Washer is placed between the FireLock Flange adapters and the rubber faced flange. o When mating AWWA cast Flanges to IPS flanges: the Flange Washer is placed between two FireLock Flanges. The hinge points must be oriented approximately 90° to each other. If one flange is not a FireLock Flange adapter (e.g. flanged valve), then a standard flat flange gasket must be placed adjacent to that flange and the Flange Washer inserted between the flange gasket and the FireLock Flange adapter. E When mating to components (valves, strainers, etc.) where the component flange face has an insert: follow the same arrangement as in Application 1. F When mating to a Series 705 -W Butterfly valve, Style 744 may only be used on one side of the connection. When ordering Flange Washers, always specify product style (Style 744) and size to assure proper Flange Washer is supplied. MATERIAL SPECIFICATIONS Flange Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. Coating: Black enamel • Optional: Hot dipped galvanized Bolts /Nuts: Supplied by installer Gasket: • Grade "E" EPDM - Type A Vic -Plus Gasket System A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Ap- proved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated work- ing pressure using the Grade "E" Type A Vic -Plus Gasket System, requiring no field lubrication for most installation conditions. A Standard gasket approved for dry pipe systems to -40 °F (- 40 °C). Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below O °F ( -18 °C) and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be rquired on pipe with raised or undercut weld seams or pipe that has voids and /or cracks at the weld seams. This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Style 744 FireLock ®flange Adapter ictaulic PRODUCT DESCRIPTION The bolted mechanical branch connection concept was developed by Victaulic to provide a fast, easy mid -pipe out- let without welding. A hole is first cut or drilled in the pipe to receive the outlet. Positioning in the hole is enhanced with either a locating collar (Styles 920, 920N and 929) or a toe and heel (Styles 923 and 924) and provides a smooth outlet area for maximum flow characteristics. The gasket is molded to conform to the pipe O.D. and is of pressure - responsive design. Gasket seal is further enhanced by pressure or vacuum in the line. Styles 920, 920N and 929 are ideal for a variety of branch connections. Styles 923 and 924 provide a weldless connec- tion for a variety of gauges, drains and thermometers. Victaulic hole cut products must be installed on the true centerline of the pipe. Vic Hole Cutting Tools are recom- mended for preparing pipe to receive all Victaulic hole cut products. Vic -Let"m Style 923 and Vic -O -Well ' Style 924 VICTAULIC IS AN ISO 9001 CERTIFIED COMPANY o sing Victaulic Company of America Victaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Phone: 1- 800 - PICK -VIC (1- 800- 742 -5842) Phone: 905- 884 -7444 Phone: 32 -9- 381 -1500 Phone: 610 -559 -3300 Phone: 65- 6235 -3035 Fax:610- 250 -8817 Fax: 905- 884 -9774 Fax:32 -9 -380 -4438 Fax:610- 559 -3608 Fax:65- 6235 -0535 e- mail:pickvic9vicemlic.com e-mail: viccanada@victaulic.com e-ma viceuro@ a -mail: vicalevictaulie.com e -mail: vicapgivictaulic.com Hole Cut Piping System .1670 Rev.c 5103 0 Registered Trademark ofVictaulic 0 Copyright 2003 Victaulic Printed in U.S.A. Fast, easy preparation Locating collar assures permanent positioning Easy one nut assembly Provides a bolted branch connection Combines for cross - type connection Weldless connection for gauges, drains, thermometers No welding - no special assembly tools Toe and heel engage inside of pipe FLOW DATA C„ values for flow of water at +60 °F ( +16 °C) are shown in the table at right. Flow test data has shown that the total head loss between point 1 and 2 for the Style 920, 920N and 929 Mechanical -T fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship at right. 0 0 Exaggerated for Clarity Formulas for C Values: Q 2 AP = Q CV Z Q =CpxZA Where: Q = Flow (GPM) C = Flow Coefficient AP = Pressure Drop (PSI) Styles 920 & 92ON Mechanical -T Bolted Branch Outlet The bolted mechanical branch connection con- cept was developed by Victaulic to provide a fast, easy mid -pipe outlet with- out welding. A hole is first cut or drilled in the pipe to receive the outlet. Postion- ing in the hole is enhanced with either a locating collar (Styles 920, 920N and 929) or a toe and heel (Styles 923 and 924) and provides a smooth outlet area for max- imum flow characteristics. The gasket is molded to conform to the pipe O.D. and is of pressure - respon- sive design. Gasket seal is further enhanced by pres- sure or vaccum in the line. Styles 920, 920N and 929 are ideal for a variety of branch connections. Styles Style 920 Threaded Outlet 923 and 924 provide a weld - less connection for a variety of gauges, drains and ther- mometers. Victaulic hole cut products must be installed on the true centerline of the pipe. Vic Hole Cutting Tools are recommended for prepar- ing pipe to receive all Vic - taulic hole cut products. This Product shall be manufactured by Victaulic Company. All products shall be installed in accordance with current Victaulic installation /assembly instructions. Viclaulic reserves the right to change product specificat ions, designs and standard equipment without notice and without incurring obligations. 11.01 -2 Equiv. Feet/meters Equiv. Feet/meters Pipe Size of Pipe Pipe Size of Pipe Actual Actual Nominal Outside Nominal Outside Diameter Diameter C V Female Diameter Diameter C V Female In./mm In. /mm Values Grooved Threaded In.lmm In.lmm Values Grooved Threaded 1 /2 01840 - 2.0 2 2.375 90 10.5 15 21,3 17 - 0,6 50 60,3 100 2,7 32 3 /4 1.050 - 4.0 2rh 2.875 11.0 12.5 20 26,7 21 - 1,2 65 73,0 135 3,4 3.8 1 1.315 25 - 5.0 3 3.500 200 13.5 15.5 25 33,7 - 1,5 80 88,9 4,1 43 ' '/4 1.660 5.5 6.0 4 4.500 20.0 22.0 32 42,4 45 1,7 1,8 100 114,3 400 6,1 63 1 1.900 7.0 8.0 40 48,3 60 21 2,4 Styles 920 & 92ON Mechanical -T Bolted Branch Outlet The bolted mechanical branch connection con- cept was developed by Victaulic to provide a fast, easy mid -pipe outlet with- out welding. A hole is first cut or drilled in the pipe to receive the outlet. Postion- ing in the hole is enhanced with either a locating collar (Styles 920, 920N and 929) or a toe and heel (Styles 923 and 924) and provides a smooth outlet area for max- imum flow characteristics. The gasket is molded to conform to the pipe O.D. and is of pressure - respon- sive design. Gasket seal is further enhanced by pres- sure or vaccum in the line. Styles 920, 920N and 929 are ideal for a variety of branch connections. Styles Style 920 Threaded Outlet 923 and 924 provide a weld - less connection for a variety of gauges, drains and ther- mometers. Victaulic hole cut products must be installed on the true centerline of the pipe. Vic Hole Cutting Tools are recommended for prepar- ing pipe to receive all Vic - taulic hole cut products. This Product shall be manufactured by Victaulic Company. All products shall be installed in accordance with current Victaulic installation /assembly instructions. Viclaulic reserves the right to change product specificat ions, designs and standard equipment without notice and without incurring obligations. 11.01 -2 Style 922 Firel-ock® Outlet -T VICTAULIC® IS AN PRODUCT DESCRIPTION R L ��� GS FM See Victaulic publication 10.01 N for details. The Style 922 Outlet -T provides a convenient method of incorporating '/2, 3 1,, and 1" (15, 20 and 25 mm) outlets for directly connecting sprinklers, drop nipples, sprigs, gauges, drains and other outlet products. Available for 1'/, through 76,1 mm (32 to 76,1 mm) piping systems, Style 922 outlets are UL /ULC Listed, LPC, Vds /FM approved for branch connections on wet and dry systems. The locating collar engages into the hole prepared in the pipe. When tightened, the assembly compresses the gasket onto the OD of the pipe. The Style 922 Outlet -T is UL /FM rated up to 300 psi (2068 kPa) and VdS rated up to 16 bar at the ambient temperatures typical for fire protection systems. Style 922 is suitable for use on standard, lightwall, Schedule 5 and other specialty pipes.' It is supplied with a clear, rust inhibitive coating. Contact Victaulic for other optional coatings. 'Consult section 10.01 for specific listings /approvals. DIMENSIONS r .,�� r lrj�lf Nominal Size Hole inches/mm Diameter Dimensions - inchesimillimeters Approx. Bun X Branch .0.0641,5 Weight Each FPTf •0.00cop T' V W Y Z Ibs/kg 1 X 1 /2 1 1.30 1.83 1.10 3.87 2.56 1.0 32 X 15 30.2 33,0 46,5 27,9 98,3 65,0 0.45 1 X 3 /4 1 1.28 1.83 1.10 3.87 2.56 1.1 32 X 20 30,2 32,5 46,5 27,9 98,3 65,0 .0,50 1 X 1 1 1.52 2.18 1.10 3.87 2.56 1.2 32 X 25 30,2 38,6 55,4 27,9 98,3 65,0 0,54 1 X '12 1 1.42 1.95 1.22 4.08 2.56 1.2 40 X 15 30.2 36.1 49.5 31.0 103,6 65,0 454 1 X 3 /4 1 1.40 1.95 1.22 4.08 2.56 1.2 40 X 20 30,2 35,6 49,5 31.0 101 65,0 0,54 1'/2 X 1 1 1.64 2.30 1.22 4.08 2.56 1.3 40 X 25 30,2 41,7 58,4 31,0 103,6 65,0 0,59 2 X 112 1 1.66 2.19 1.46 4.60 2.56 1.3 50 x 15 30,2 42,2 55,6 37,1 116,8 65,0 0,59 2 X 3 /4 1 1.64 2.19 1.46 4.60 2.56 1.4 50 X 20 30,2 41,7 55,6 37,1 116,8 65,0 0.64 2 X 1 1 1.88 2.54 1.46 4.60 2.56 1.5 50 X 25 30,2 47,8 64,5 37,1 116,8 65,0 0,68 2 X 1 12 1 1.91 2.44 1.71 5.40 2.56 1.6 65 X 15 30,2 48,5 62,0 43,4 137,2 65,0 0,73 2 X 3 /4 1 1.89 2.44 1.71 5.40 2.56 1.6 65 X 20 30,2 48,0 62,0 43,4 137,2 65,0 0,73 2 X 1 1 2.13 2.79 1.71 5.40 2.56 1.6 65 X 25 30,2 54,1 70,9 43,4 137,2 65,0 0,73 76,1 mmX' /2 1 1.91 2.44 1.71 5.50 2.56 1.6 76,1 X 15 30,2 48,5 62,0 43,4 139,7 65,0 0,73 76,1 mmX 3 /4 7 1.89 2.44 1.71 5.50 2.56 1.6 76,1 X 20 30,2 48,0 62,0 43,4 139,7 65,0 0,73 76,1 mmX 1 1 2.13 2.79 1.11 5.50 2.56 1.7 76,1 X 25 30,2 54,1 70,9 43,4 139,7 65,0 0,80 I Victaulic female threaded products are designed to accommodate standard NPT or BSPT (optional) male pipe threads only. Use of male threaded products with Special Features, such as probes, dry pendent Sprinklers, el Should be verified as Suitable for use with this vlC- taulic product. Failure to verify suitability in advance may result in assembly problems or leakage. 'Center of run to engaged pipe end for NPT threads (dimensions are approximate). 0 REGISTERED TRADEMARK OF VICTAULIC - 0 COPYRIGHT 2003 VICTAULIC - PRINTED IN U.S.A. 3355 REV B Victaulic Company of America • Phone: l -800- PICK - VIC(1- 800 -742 -5842) • Fax: 610250 -8817 • e- mail:pickvic@victaulic.com Victaulic Company of Canada • Phone: 905 - 884 -7444 • Fax: 905 -884 -9774 • e -mail: viccanada @victaulic.com Viclaulic Europe • Phone:32 -9- 381 -1500 • Fax: 32 -9- 380 -4438 • e -mail: viceuro @victaulic.be Viclaulic America Latina • Phone: 610 -559 -3300 • Fax: 610- 559 -3608 • e -mail: vical@victaulic.com Victaulic Asia Pacific • Phone: 656235 -3035 • Fax: 65- 6235 -0535 • e -mail: vicap @vicmulic.com iCtauliC PERFORMANCE Nominal Size Equivalent Length of 1" Pipe Inches/mm Feettmotors 1 1 /4 X 1 8.5 32 x 25 2,6 1 X 1 8.5 40 x 25 2,6 2 X 1 8.5 50 x 25 2,6 2 1 /2 X 1 8.5 65 x 25 2,6 76,1 mm x 1 8.5 76,1 x 25 2,6 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -395, grade 65- 45 -15, and ASTM A -536, grade 65 -45 -12 Gasket: • Grade "E" EPDM - Type A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Gasket System. Bolts /Nuts: Heat treated carbon steel zinc electroplated track head bolt with a minimum tensile strength of 110,000 psi (758340 kPa). Flanged hex nut, zinc electroplated. This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Style 922 FireLock® Outlet -T VICTAULIC" IS AN ISO 9001 CERTIFIED COMPANY Styles 920 and 920N Mechanical -T Bolted Branch Outlets PRODUCT DESCRIPTION Styles 920 and 920N syfe scu x Fuss VdS U UDC FM See ice lie P lication for details See chart on page 5 forpressure ratings. Victaulic Mechanical -T Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross -type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to achieve a cross connection. Style 920 and Style 920N Mechanical -T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized housings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi (3450 kPa) working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or polybutylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical -T Styles 920 and 920N must be installed so that the main and branch connections are a true 90° angle when permanently attached to the pipeline surface. MATERIAL SPECIFICATIONS Housing /Coating: Ductile iron conforming to ASTM A -536, grade 65- 45 -12, with orange enamel coating. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. • Optional: Hot dipped galvanized Gasket: (Specify choice') • Grade "E" EPDM EPDM (Green color code). Temperature range -30 °F to +230 °F ( -34 °C to +110 °C). Recommended for cold and hotwater service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL Classified in accordance with ANSI /NSF 61 for cold +86 °F ( +30'C) and hot +180 °F ( +82 °C) NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nitrite (Orange color code). Temperature range -20 °F to +180 °F ( -29 °C to +82`C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150 °F ( +66 °C) or for hot dry air over +140 °F ( +60 °C). 'Services listed are General Service Recommendations only. It should be noted thatthere are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat - treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A -449 and physical requirements of ASTM A -183. 0 REGISTERED TRADEMARK OF VICTAULIC - 0 COPYRIGHT 2005 VICTAULIC - PRINTED IN U.S.A. -SKU #WCAS 60ACL 1480 REV H United States • Phone: 1- 800 - PICK -VIC (1 -800- 742 -5842) • Fax: 610- 250 -8817 • e -mail: pickvicevidaulic.com Canada • Phone: 905 -884 -7444 • Fax: 905 -884 -9774 • e -mail: viccanada@victaulic.wm Europe • Phone: 32 -9- 381 -1500 • Fax: 32 -9- 380 -4438 • e -mail: viceuro@viplaulic.be UK • Phone: 44(0)1438741100 • Fax: 44(0)1438313883 • e -mail: viceumEDvlctaulic.be �i y �'' C Centraland South America • Phone: 610 -559 -3300 • Fax: 610- 559 -3608 • e -mail: vical@victaulic.com , Australasia • Phone: 86 -21- 58855151 • Fax:86 -21- 58851298 • e -mail: vicap@victaulic.com 11.02' DIMENSIONS � � _ �Y W v Styles 920 and 92GN w /Grooved Outlet v 6F_ z W Styles 920 and 920N w /Female Threaded Outlet NOTE: Style 920 and Style 920N housings cannot be mated to achieve cross connections. These new size Style NEW 920N products require HOLE SIZE different hole size than file Style 920 it replaces. for proper installation. Use caution to assure the proper size hole is prepared for the specific size and style used. Failure to use the proper hole size could result in joint leakage and property damage. Fable continued on page 3. See notes on page 4. Styles 920 and 920N Mechanical -T® Bolted Branch Outlets Max Dimensions - Inches /millimeters Aprx. SIZE Work. Will. Each Hole Fem. Run X Branch Press. Dia. Thd. Grv. LbsJkg Fem. Nominal Inches Style PSI +0.13 v v mm No. kPa -0A0 T" $n $ W Y Z 7hd Gn . 2 X 1 /2 (a) 920N 500 1.50 2.00 2.53 - 1.61 5.35 2.75 3.1 - 50 X 15 3450 38.1 51 64 - 41 136 70 1,5 - X 314 (a) 920N 500 1.50 1.97 2.53 - 1.61 5.35 2.75 3.1 - X 20 3450 38,1 50 64 - 41 136 70 1,5 - X 1 (a) 500 1.50 1.85 2.53 - 1.61 5.35 2.75 3.0 - X 25 g20N 3450 38,1 47 64 - 41 136 70 1 1,4 - X 1 (a) t 920N 500 1.75 2M 2.75 3.00 1.61 5.35 3.00 3.5 3.2 X 32 3450 44.5 52 70 76 41 136 76 1.7 1,5 X 1 142 (a) t 920N 500 1.75 2.03 2.75 3.12 1.61 5.35 125 3.6 3.2 X 40 3450 44,5 52 70 79 41 136 83 17 1.5 2 X V2 (a) 500 1.50 2.21 2.74 - 1.86 5.64 2.75 3.0 - 65 X 15 g20N 3450 38,1 56 70 - 47 143 1 70 1,4 - X 3 /4 (a) g20N 500 1.50 2.18 2.74 - 1.86 5.64 2.75 3.0 - X 20 3450 38,1 55 70 - 47 143 70 1A - X 1 (a) 920N 500 1.50 2.06 2.74 - 1.86 5.64 2.75 2.9 - X 25 3450 38,1 52 70 - 47 143 70 1A - X 1 t (a) 500 1.75 2.30 3.00 3.25 1.86 6.29 3.00 3.5 3.2 X 32 g20N 3450 44',5 -' 58 76 83 47 160 75 1,7 1,5 X 1 t (a) 500 2.00 2.28 3.00 3.25 1.86 6.26 3.25 3.6 3.3 X 40 920N 3450 50.8 58 76 83 47 159 83 1,7 1.6 76,1 turn X V2 (a) 920 300 1.50 2.22 2.75 - 1.88 6.46 3.16 3.9 - X 15 2065 38,1 56 70 - 48 164 80 1,8 - X 3 /4 (a) 300 1.50 2.19 2.75 - 1.88 6.46 3.16 3.9- X 20 920 2065 38.1 56 70 - 48 164 80 1,8 - X 1 (a) 920 300 1.50 2.07 2.75 - 1.88 6.46 3.16 3.8 - X 25 2065 38,1 53 70 - 48 164 80 1,7 - X 1'/ (a) t 500 1.75 2.30 3.00 3.31 1.92 6.29 3.00 3.5 3.2 X 32 g20N 3450 44.5 58 76 84 49 160 76 1,6 1,5 X V/, (a) g20N 500 2.00 2.28 3.00 3.31 1.92 6.29 3.25 3.5 3.3 X 40 3450 50.8 58 76 84 49 160 83 L6 1.5 3 X 1 /2 (a) 920N 500 1.50 2.52 3.05 - 2.28 6.15 2.75 3.4 - 80 X 15 3450 38.1 64 78 - 58 156 70 1,6 - X 3 14 (a) 920N 500 1.50 2.49 3.05 - 2.28 6.15 2.75 3.4 - X 20 3450 38.1 63 78 - 58 156 70 1.6 - X 1 (a) 920N 500 1.50 2.38 3.06 - 2.28 6.15 2.75 3.3 - X 25 3450 36.1 fit 78 - 58 156 70 1,6 - X P/4 (a) t 500 1.75 2.55 3.25 3.56 2.28 6.15 3.00 3.8 3.7 X 32(b) 920N 3450 445: 65 83 90 58 156 76 1,8 1.8 X 1 (a) t 500 2.00 2.78 3.50 3.56 2.28 6.15 3.25 4.1 3.8 X 40(b) 920N 3450 50,8 71 89 90 58 156 83 1,9 1,8 X 2 (a) g20N 500 2.50 2.75 3.50 3.56 2.28 6.75 3.88 4.9 4.6 X 50 3450 63.5 70 89 90 58 172 99 23 2.1 3' /z X 2 500 2.50 - - 3.75 2.44 6.72 3.88 - 3.8 90 X s0 g20N 3450 63,5 - - 95 62 171 99 - 1,8 4 X 1 12 (a) 920N 500 1.50 3.03 3.56 - 2.69 7.01 2.75 3.7 - 100 X 15 3450 38.1 77 90 - 68 178 70 1.8 - X 3 14 (a) 920N 500 1.50 3.00 3.56 - 2.69 7.01 2.75 3.7 - X 20 3450 38.1 76 90 - 68 178 70 1.8 - X 1 (a) 920N 500 1.50 2.88 156 - 2.69 7.01 2.75 3.6 - X 25 3450 38,1 73 90 - 68 176 70 1,0 - X 1 (a) 1 500 1.751 3.08 3.78 4.00 2.69 7.01 3.00 4.0 3.6 X 32 (o) 920N 3450 44,5 78 96 102 68 178 76 1,9 1,8 X 1 (a) T 9 ?ON 500 2.00 3.28 4.00 400 2.69 7.01 3.25 4.2 3.9 X 40(b) 3450 50,8 83 102 102 68 1]8 83 2,0 1,9 X 2 (a) 1 920N 500 2.50 3.25 4.00 4.00 2.69 7.01 3.88 5.0 4.6 X 50 3450 63.5 83 102 102 68 178 99 2.3 2,1 X 2 (a) t 920 500 2.75 2.88 4.00 4.00 2.69 7.34 4.63 5.8 5.0 X 65 3450 69.9 73 102 102 68 186 118 2.6 2.3 X 76.1 mm 920 500 2.75 - - 4.00 2.69 T34 4.63 - 6.4 3450 69,9 - - 102 68 186 118 - 2.9 X 3 (a) Y 920 500 3.50 3.31 4.50 4.12 2.69 7.73 5.12 8.4 6.4 X so 3450 88,9 84 114 105 68 196 130 3,8 2.9 Fable continued on page 3. See notes on page 4. Styles 920 and 920N Mechanical -T® Bolted Branch Outlets DIMENSIONS 6 Styles 920 and 920N w /Grooved Outlet I y Z T , I I - r � Styles 920 and 920N w /Female Threaded Outlet NOTE: Style 920 and Style 920N housings cannot be mated to achieve cross connections. These new size Style NEW 920N products require HOLE SIZE different hole size than the Style 920 it replaces, for proper installation. Use caution to assure the proper size hole is prepared for the specific size and style used. Failure to use the proper hole size could result in joint leakage and property damage. SIZE Max. Hole Dimensions - Inches /millimeters April. W9t. Ea. Run X Branch Work. Dia, Ltu lkg Fem. Fem. Nominal Inches Style Press. +0.13 Thtl. Grv. I mm No. PSI/kPa -0,00 T" V$# V$ W Y Z Thd. Grv. 108.0 mm X 1'/, (a) 500 1.75 3.08 3.70 - 2.63 7.64 3.05 5.0 - X 32 920N 3450 44,5 78 96 - 67 194 78 23 - X Vh (a) 500 2.00 3.28 4.00 - 2.63 7.64 3.25 5.0 - X 40 920N 3450 50,8 83 102 - 67 194 83 2,3 - X 2 (a) 500 2.50 3.25 4.00 - 2.63 7.64 4.00 4.0 - X 50 g20N 3450 63,5 83 102 - 67 194 102 1,9 - 500 2.75 2.88 4.00 4.00 2.63 7.64 4.29 8.0 - 76,1 mm 920 3450 69,9 73 102 102 67 194 109 3,6 - X 3 (a) 500 3.50 3.31 4.50 - 2.63 7.63 4.88 6.8 6.5 X 80 920 3450 88,9 84 114 - 67 194 124 3.1 3,0 5 X 1 (a) t 500 2.00 4.03 4.75 4.75 3.16 9.70 3.69 7.4 7.6 125 X 40 920 3450 50,8 102 121 121 80 246 94 3.4 3A X 2 (a) t 500 2.50 4.00 4.75 4.75 3.16 9.70 4.38 8.2 8.0 X 50 920 3450 63,5 102 121 121 80 246 111 3,7 3,6 X 2 (a) t 500 2.75 3.63 4.75 4.75 3.16 9.70 4.63 8.3 7.9 X 65 920 3450 69,9 92 121 121 80 246 118 3,8 3,6 X 3 (a) t 500 3.50 3.81 5.00 4.63 3.16 9.70 5.31 8.4 8.8 X 80 910 3450 88,9 97 127 118 80 246 135 3.8 4,0 133,0 mm X 2 500 2.50 3.75 4.50 - 3.17 8.00 3.88 8.0 - X 50 920N 3450 63,5 95 114 - 81 203 99 3.6 - X 3 500 3.50 3.81 5.00 - 3.00 9.46 5.31 8.0 - X 80 920 3450 68.9 97 127 - 76 240 135 3,6 - 139,7 mm X lib t 500 2.00 3.78 4.50 - 3.30 8.23 3.25 7.0 - X 40 920N 3450 50,8 96 114 - 84 209 83 3,2 - X 2 t 500 2.50 3.75 4.50 - 3.30 8.23 3.88 9.0 - X 50 920N 3450 63,5 95 114 - 84 209 99 4.1 - X 76,1 mm (a)(b) 920 500 2.75 3.63 4.75 - 3.13 9.85 4.63 8.8 - 3450 69,9 92 121 - 80 250 118 4,0 - 500 3.50 - - 4.63 3.16 9.70 5.31 11.0 - X 76,1 mm 920 3450 88,9 - - 118 80 246 135 5.0 - X 3 500 3.50 3.81 5.00 4.63 3.16 9.85 5.38 14.0 14.2 X 88,9 920 3450 88,9 96.80 127 Its 80 250 137 6.4 6.4 6 X 1V4 500 1.75 4.43 5.13 - 3.79 9.15 3.25 - 4.8 150 X 32 (0 920N 3450 .44,51 112 130 -- 96 232 83 - 2,2 X V/2 (a) t 500 2.00 4.40 5.12 5.13 3.79 9.15 3.25 5.4 5.1 X 40(b) 920N 3450 50,8 112 130 130 96 232 63 2,4 23 X 2 (a) t 500 2.50 4.38 5.13 5.13 3.79 9.15 3.88 6.0 5.6 X 50 920N 3450 63,5 111 130 130 96 232 99 2,7 25 X 2' /r (a) t 500 2.75 4.01 5.13 5.12 3.69 10.51 4.63 8.3 7.6 X 65 920 3450 69,9 110 130 130 94 267 118 3,8 3,4 X 76,1 mm (a)(b) 920 500 2.75 - - 5.21 3.69 10.51 4.63 - 8.4 3450 69.9 - - 132 94 267 118 - 3,8 X 3 (a) t 500 3.50 4.31 5.50 5.13 3.69 10.51 5.31. 9.9 8.4 X 80 920 3450 88,9 110 140 130 94 267 135 4,5 3,8 X 4 (a) t 500 4,50 3.81 5,75 5.38 169 10.51 6.25 10.1 10.1 X 100 920 3450 114,3 97 146 137 94 267 159 4,6 4.6 159,0 mm X 1 V4 500 1.75 4.43 5.13 - 3.63 9.40 3.25 9.0 8.7 X 32 920N 3450 44,5 113 130 - 92 239 83 4,1 4,0 X 1 (a) 500 2.00 4.41 5.13 - 3.63 9.40 3.25 7.8 - X 40 920N 3450 50,8 112 130 - 92 239 83 3,5 - X 2 (a) 500 2.50 4.38 5.13 - 3.63 9.40 3.88 8.0 - X 50 g20N 3450 63,5 111 130 - 92 239 99 3,6 - 500 2.75 4.38 5.50 5.13 3.63 9.40 4.63 9.5 9.5 X 76,1 mm 920 3450 69,9 111 140 130 92 239 118 4,3 43 X 3 500 3.50 4.31 5.50 5.13 3.63 9.40 5.31 8.1 14.0 X 80 920 3450 88,9 110 140 130 92 239 135 3.7 6,4 X 108,0 turn 920 500 4.50 - - 5.38 3.63 9.40 6.12 - 10.0 3450 114,3 - - 137 92 239 155 - 4,5 4 500 4.50 3.81 5.75 - 3.63 9.40 6.25 18.0 - X 100 920 3450 114.3 96.80 145 - 92 239 159 8,2 - Table continued on page 4. See notes on page 4. Styles 920 and 920N Mechanical -TC Bolted Branch Outlets DIMENSIONS r V Styles 920 and 920N w /Grooved Outlet �Y� W _____ w Styles 920 and 920N w /Female Threaded Outlet NOTE: Style 920 and Style 920N housings cannot be mated to achieve cross connections. These new size Style NEW 920N products require HOLE SIZE different hole size than the Style 920 it replaces, for proper installation. Use caution to assure the proper size hole is prepared for the specific size and style used. Failure to use the proper hole size could result In joint leakage and property damage. NOTES "Center of run to engaged pipe end, female threaded outlet only (Dimen- sions approximate). 1 Available widl grooved or female threaded outlet. Specify choice on order. i Center of run to end or fining. # Female threaded outlets are avail- able to NPT arid BSPT Specifications. (a) British Standard female pipe threaded outlet is available as listed. Specify 'BSPT" clearly on order. (b) For 76.1 mm threaded outlet, specify 2 BSPT clearly on order. SIZE Max. Hale Dimensions - Incheslmillimeters Fem. Run X Branch Work. Dia, Nominal Inches Style Press. +0.13 Thd. GN.. I Apro W9t. Ea, mm No. PSUI(Pa -0.00 T" V$N V$ W Y Z Lbs.lkg 165.1 rum X 1 920 500 1.50 8.0 - X 25 3450 38.1 99 116 - 96 237 70 3.6 - X 1'/, 920 500 1.75 4.43 5.13 - 3.79 9.34 3.25 8.4 - X 32 3450 44,5 113 130 - 96 237 83 3.8 - X 1 (a) 1 500 2.00 4.41 5.13 - 3.79 9.34 3.25 8.4 - X 40 920 3450 50,8 112 130 - 96 237 83 3,8 - 2 1 4 - 8.9 9.34 3.88 X 50 920 300 63.0 5.303 3 .7 0 9 _ X 2 7 920 500 2.75 4.01 5.13 - 3.63 10.51 4.63 8.6 7.6 X 65 3450 69.9 110 130 - 92 267 118 3.9 3,4 X 76,1 mm (a)(b) 920 500 2.75 4.01 5.13 5.21 3.63 10.51 4.63 8.6 7.6 3450 69,9 110 130 132 92 267 118 3,9 3.4 X 3 (a) t 920 500 3.50 4.31 5.50 5.13 3.63 10.51 5.31 10.2 8.4 X 80 3450 88,9 110 140 130 92 267 135 4.6 3,8 X 4 (a) t 920 500 4.50 3.81 5.75 5.38 3.63 10.51 6.25 10.5 8.4 X 100 3450 114,3 97 146 137 92 267 159 4,8 3,8 8 X 2 (a) 920 '500 2.75 5.44 6.19 - 4.81 12.42 4.50 11.6 - 200 X 50 3450 69,9 138 157 - 122 316 114 5,3 - X 2 (a) It 920 500 2.75 5.07 6.19 6.19 4.81 12.42 4.50 11.6 11.6 X 65 3450 69,9 129 157 157 122 316 114 53 5,3 X 3 (a) t 920 500 3.50 5.31 6.50 6.50 4.81 12.42 5.31 12.6 11.6 X 80 3450 88,9 135 165 165 122 316 135 5,7 5.3 X 4 (a) 1 920 500 4.50 4.81 6,75 6.38 4.81 12.42 6.25 15.3 12.5 X 100 3450 114,3 122 171 162 122 316 159 6,9 5,7 Styles 920 and 920N Mechanical -T® Bolted Branch Outlets FLOW DATA ODE Exaggerated for Clarity Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 90ON and 929 Mechanical -T'" fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship to the right. Cv Values Values for flow of water at +60 °F ( +16 °C) are shown in the table at right. OUT SIZE Equivalent Length OUTLET SIZE Rated Working Pressures Pipe Size Peetlmeter of Pipe Actual Feet/meter of Pipe Nominal Actual Nominal Nominal Actual Nominal Diameter t Female Diameter n./ DIa. Female InJmm In.imm lmm In Grooved ed Threaded InJmm In./mm Grooved Threaded Diameter 0.840 - 2.0 2 2.375 9.0 10.5 15 213 - 0.6 50 60.3 2.7 3,2 '1a 1.050 - 4.0 211 2.875 11.0 125 20 26,7 - 1.2 65 73,0 3,4 3,8 1 1.315 - 5.0 3 3.500 13.5 15.5 25 33,7 - 1,5 80 88,9 4,1 4,7 1+/ 1.660 5.5 6.0 4 4.500 20.0 22.0 32 42.4 13 1,8 100 114,3 6.1 6 ,7 1 'h 1.900 7.0 8.0 300 40 498.3 2,1 2,4 3 4 30 40 2065 Formulas for CV Values: AP = Q2 C Q = CPx,rP Where: Q = Flow (GPM) Cv = Flow Coefficient AP = Pressure Drop (psi) Pipe Size Pipe Size Rated Working Pressures Pipe Size Actual Actual Actual Nominal Outside Outside Nominal Outside Nominal Outside Diameter Diameter Diameter ev Diameter Diameter Cv Diameter Diameter Cv Incheslmm Inches/mint Values Incheslmm Incheslmm Values Inches/mm Incheslmm Values 'lz 0.840 65 -150 1 1.660 45 2 /z 2.875 135 15 21,3 17 32 42,4 300 20fi5 55 73,0 73,0-114.3 z/ 1.050 Ills 1.900 60 3 3.500 200 20 26,7 21 40 48,3 80 88,9 2065 1 1.315 6.625 2 2.375 100 4 4.500 400 25 33,7 25 50 60,3 1724 100 114,3 APPROVED PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Listings /Approvals are subject to change and /or additions by the approvals agencies. Contact Victaulic for narfnrmance on other Dice and the latest listings and approvals. NO1 LS: I raters to ustemnpproveu xi ieu uie .�.1 —.y. ., 40 refers to Listed /Approved Schedule 40 steel sprinkler pipe. DF refers to Listed /Approved Dyne -Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed /Approved Super -Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic i lationlassembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Styles 920 and 920N Mechanical -T Bolted Branch Outlets 5 Rated Working Pressures Run Size PSllkPa Actual Nominal Outside Diameter Diameter Outlelsize Pipe ULC PM Inches/mm Incheslmm Incheslmm Schedule UL 2' /2 6 2.875 - 6.625 All 10, 40 400 400 2755 400 2755 65 -150 73,0 168.3 2755 2 q /z 2.875 - 4.500 All Dr- 300 2065 300 20fi5 300 2065 65 -100 73,0-114.3 2%- 4 2.875 - 4.500 All SF 300 300 300 65-100 73,0 114.3 2065 2065 2065 6 6.625 30D 300 250 150 168,3 3 4 10 2065 2055 1724 6 6.625 300 300 300 150 168,3 3 4 30 40 2065 2065 2065 8 8.625 2'h 10, 40 400 2755 _ - 200 219.1 8 8.625 314 10 20655 250 1724 200 219,1 - 8 . 2 8.625 3,4. 30, 40 20 _ 300 2065 200 NO1 LS: I raters to ustemnpproveu xi ieu uie .�.1 —.y. ., 40 refers to Listed /Approved Schedule 40 steel sprinkler pipe. DF refers to Listed /Approved Dyne -Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed /Approved Super -Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic i lationlassembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Styles 920 and 920N Mechanical -T Bolted Branch Outlets 5 Toqc INCORPORATED CORONA. CA. (714) 737.5599 FIG. 99 ALL THREAD ROD CUT TO LENGTH Size Range - 3/8 thru 7/8 inch rod in 1 inch increments. Material - Carbon Steel Maximum Temperature - 750OF Finish - Plain, Electro- Galvanized, and Stainless Steel. Order By - Figure number, rod diameter, rod length, and finish. MAX, RW. LOAD MR, ROD t=COR 5t: VICE TEMPS. -- sty _ ssam 750°F 610 540 1130 1010 1810 1610 2710 2420 3770 3360 FIG. 100 ALL THREAD ROD FULL LENGTHS Size Range - 1/4 thru 1.1/2 inch rod in 10' -0" lengths. Material - Carbon Steel Maximum Temperature - 750OF Finish - Plain, Electro - Galvanized, and Stainless Steel. Order By - Figure number, rod diameter, and finish. MAX. REC. LOAD LBS. APPROX. ROD FORSERVICETEMPS WEIGHT SIZE 65(rF 750 °F PER 100 FT. 1/4 240 215 12 1/2 1130 1010 53 1° 27111k 2420 123 1.112 11630 10370 510 FIG. 200 "TRIMLINE ADJUSTABLE RING HANGER Size Range - 1/2 thru 8 inch pipe. Material - Steel, Mil. Galvanized to G -90 speci- fication. Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Spring tension on swivel nut holds it securely in hanger before installation. Swivel nut is easily removed. Approvals - Underwriters' Laboratories listed and Factory Mutual Engineering approved. Conforms to Federal Specification W W- H -171E, type 10, and Manufacturers Standardization Society SP -69, type 10. Maximum Temperature - 650 °F Finish - Mil. Galvanized, HDG, and Stainless Steel. Order By - Figure number and pipe size. Fig. 6 - Riser Clamp Fig. 6F - Felt Lined Riser Clamp Fig. 6PVC - PVC Coated Riser Clamp Size Range — (Fig. 6) 112" thru 20" pipe (Fig. 6F) 1/2" thru 2' 12" copper tubing (Fig. 6PVC) 1/2" thru 6" pipe Material — Carbon Steel Insulation Material — (Fig. 6F) 3/16" felt. Function — Used for supporting vertical piping. Approvals — Underwriters' Laboratories Listed in the USA (UL), Canada (cUL) 1/2" - 8 ". Factory Mutual Engineering Approved, 3/4" thru 8 ". Conforms to Federal Specification WW -H -171 E, Type 8, 3/4" thru 20" and Manufacturers Standardization Society SP -69, Type 8. Maximum Temperature — 650 °F Finish — Plain Note — Available in Electro- Galvanized and HDG finish or Stainless Steel materials. Order By — (Fig. 6 and Fig. 6PVC) pipe size and finish. (Fig. 6F) copper tube size and finish. (Fig. 6F is available for Iron Pipe Size, consult factory. Fig. 6PVC Fig. 6F Dimensions • Weights Pipe Max. Rec. Approx. Size A B C Bolt Size Load Lbs. Wt. /100 1/2 3/4 1 914 9 9 ° /,s 112 1/2 112 11/, _ - 1' /e 1'!4 318 3/8 3/8 255 255 255 144 144 147 1V4 9 "hs 1/2 1' /x 3/8 255 150 1'h 10 1/2 1'h 318 255 153 2 10 112 2 3/8 255 165 2 11 5/8 2 3/8 390 228 3 12 518 3 3/8 530 246 3'h 13 5/8 3'!4 1/2 670 264 efriceNsnufacturing Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph: 957.737.5599 • Fax: 9551.731.0330 Customer service • 800.7863266 w 40/ct cam Sts 13 314 3% 1/2 810 347 5 14'/1 3/4 4% 112 1160 385 6 15Va 7/8 4% 1/2 1570 564 8 18 1 / 1 1 5'14 5/8 2500 1017 10 20'/4 1 Th 5/8 2500 1138 12 22 1 8 5/8 2700 1759 14 24 11/8 9 518 2700 1922 16 26 11/8 1014 314 2900 3245 18 28 1 11 3/4 2900 3372 20 30 13/8 12 1 /2 314 99nn zAao efriceNsnufacturing Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph: 957.737.5599 • Fax: 9551.731.0330 Customer service • 800.7863266 w 40/ct cam Sts 3.2.1 General Application Fasteners PowderActuated Fastening Systems 3.2.1.1 Product Description (cont'd) General application powder actuated fasteners include a wide variety of nails and threaded studs for fastening to steel and concrete. 1/4" - 20 Studs X- EW6H -11, 20, 28, 38 Thread Length in. (mm) 7/16(11) Shank Length in. (mm) 1/2(12) Shank diameter 0.145" (3.7 mm) for steel. Packaged in boxes of 100. into high strength concrete (4500 -7200 psi) and steel (A 36 -A 572 Grade 65) which is Thread Shank Description in. in. 0.145 EW611-20 -12 FP8 3/4 1/2 EW6H -30 -12 FP8 1 -3/16 1/2 EW611-38 -12 FPS 1 -1/2 1/2 EW611-20 -9 -FP8 3/4 11/32 3/8" -16 Studs 9/16(14) 0.145 (3.7) Shank diameter 0.205' (5.2 mm) for concrete. Packaged in boxes of 100. 5/8(16) 0.145 (3.7) Thread Shank X- AL -H22 P8/ 7/8(22) 0.158 (4.0) X -AL -1127 P8 Description in. in. W10 -30 -27 P10 1 -3/16 1 W10 -30 -32 P10 1 -3/16 1 -1/4 W10 -30 -42 P10 1 -3/16 1 -5/8 3/8" -16 Studs 0.177 (4.5) X- AL -H52 P8 Shank diameter 0.205' (5.2 mm) for steel. Packaged in boxes of 100. X- AL -H57 P8 2-1/4(57) Thread Shank 2-1/2(62) 0.177 (4.51 �i Description in. in. 2- 7/8(72) 0.177 (4.5) X -CR EW10 -30 -15 P70 1 -3/16 5/8 X -ZF Fasteners with pre- mounted 23 mm and 36 mm fastener. Made from a proprietary material, the X -CR provides a level of corro- Diameter Steel Washers in lengths from 9/16" (14 mm) to 2 -1/8" (54 mm). Combos include 1000 fasteners and boosters packaged separately. Length Shank Dia. Description Description in. (mm) in. X -CR14 P8 ZF 27 P8S23 1 (27) 0.138 X -CR16 P8 ZF32P8S23 1- 1/4(32) 0.138 11/16(18) ZF 37 P8S23 1-1/2(37) 0.138 ZF 37 P8S36 1-1/2(37) 0.138 ZF 42 P8S23 1 -5/8 (42) 0.138 ZF 47 P8S23 1-7/8(47) 0.138 ZF 52 P8S36 2 (52) 0.138 ZF 62 P8S36 2-1/2(62) 0.138 ZF 72 P8S36 2-7/8(72) 0.145 X -DNI Fasteners with 15 mm and 36 mm Diameter Steel Washers Pre - mounted steel washer with DNI 32 P8 and DNI 72 P8 Shank Length Shank Dia. - p Description in. (mm) in. DNI 27 P8S15 1 (27) 0.145 DNI 32 P8S15 1 -1/4 (32) 0.145 DNI 32 P8S36 1-1/4(32) 0.145 DNI 72 P8S36 2-7/8(72) 0.145 Visit Hilti Online www.us.hilti.com US wvvw.ca.hilti.com Canada X -AL -H Thread Length in. (mm) 7/16(11) Shank Length in. (mm) 1/2(12) The Hilti X -AL -H PowderActuated Fastener is designed for fastening into high strength concrete (4500 -7200 psi) and steel (A 36 -A 572 Grade 65) which is beyond the limits for standard fasteners. This zinc plated fastener is available in lengths from 1/2" (12 mm) to 2 -7/8" (72 mm). 7/8 (22) 1/2(12) 0.145 Shank Length Shank Dia. Description in. (mm) in. (mm) (3.7) X- CRM8- 9 -12P10 X -AL -1112 THP 1/2(12) 0.145 (3.7) (4.0) X- CRM8- 9 -12P8 X- CRM8- 15 -12P10 X- AL -H14 THP 9/16(14) 0.145 (3.7) X- AL -H16 P8 5/8(16) 0.145 (3.7) X- AL -H19 P8lrHP 3/4(19) 0.158 (4.0) X- AL -H22 P8/ 7/8(22) 0.158 (4.0) X -AL -1127 P8 1 (27) 0.177 (4.5) X- AL -H32 P8 1 -1/4 (32) 0.177 (4.5) X -AL -1137 P8 1-1/2(37) 0.177 (4.5) X- AL -H42 P8 1-5/8(42) 0.177 (4.5) X- AL -H47 P8 1 -7/8 (47) 0.177 (4.5) X- AL -H52 P8 2 (52) 0.177 (4.5) X- AL -H57 P8 2-1/4(57) 0.177 (4.5) X -AL -1162 P8 2-1/2(62) 0.177 (4.51 X -AL -1167 P8 2-5/8(67) 0.177 (4.5) X -AL -1172 P8 2- 7/8(72) 0.177 (4.5) X -CR The Hilti X -CR Corrosion Resistant Fastener is a powder actuated stainless steel fastener. Made from a proprietary material, the X -CR provides a level of corro- sion resistance equivalent toAISI 316 stainless steel and is available in lengths from 9/16" (14 mm) to 2 -1/8" (54 mm). Shank Length Shank Dia. Description in. (mm) in. (mm) X -CR14 P8 9/16(14) 0.145 (3.7) X -CR16 P8 5/8 (16) 0.145 (3.7) X -CR18 P8 11/16(18) 0.145 (3.7) X -CR21 P8 13/16(21) 0.145 (3.7) X -CR24 P8 15/16(24) 0.145 (3.7) X -CR29 P8 1-1/8(29) 0.145 (3.7) X -CR34 P8 1-5/16(34) 0.145 (3.7) X -CR39 P8 1-9/16(39) 0.145 (3.7) X -CR44 P8 1-3/4(44) 0.158 (4.0) X -CR54 P8 2-1/8(54) 0.158 (4.0) rrMtlf41fi7hr� Description X- CRW6 -11 -12 FP8 Thread Length in. (mm) 7/16(11) Shank Length in. (mm) 1/2(12) Shank Dia. in. (mm) 0.145 (3.7) X- CRW6 -11 -27 FP8 7/16(11) 1- 1/16(27) 0.145 .7) X- CRW6 -22 -12 FPS 7/8 (22) 1/2(12) 0.145 (3.7) X- CRW6 -22 -27 FPS 7/8 (22) 1-1/16(27) 0.145 (3.7) X- CRM8- 9 -12P10 11/32(9) 1/2(12) 0.158 (4.0) X- CRM8- 9 -12P8 X- CRM8- 15 -12P10 11/32(9) 5/805) 1/2(12) 1/2(12) 0.158 0.158 (4.0) (4.0) X- CRM8- 15 -12P8 5/8(15) 1/2(12) 0.158 (4.0) X-CRW1 0-24-12P1 0 1 (24) 1/2 02) 0.158(4.0) Fastener Nomenclaturel Stud Nomenclature' Head WasherType2and 1. The fastener name preceded by an "E" 2.P= Plastic washer Thread Size Thread Length Configuration' Diameter (rare) M Indicates (e.g.X -EDNI 16 P6), indicates a knurled shank for improved holding in steel. S =Steel washer DIP = Double washer (both plastic) (mm) (mm) WasherType2and �- 1 Diameter (mm) ated Fastener X -DNI 37 P8 MX (strips of 10) ( Nate: ESD 16P8 fastener does not uglize shankknuding.) FP =Thread protection sleeve and plastic guidance washer W103032P10 Shank Length 3. °MX" at the end of fastener name indi- Shank Length (mm) cates fasteners collated in strips of 10 (mm) mom �,gm ws r 24 Wxl,ers TveatlSu ® US 1- 800 -879 -8000 I Hilti Product Technical Guide 2004 1 Canada 1- 800 - 363 -4458 4.3.8 HDI & HDI -L Drop -In Anchor 4.3.8.1 Product Description 4.3.8.2 Material Specifications 4.3.8.3 Technical Data 4.3.8.4 Installation Instructions 4.3.8.5 Ordering Information � � X J $ I T T Listinas /ADDrovals ICC -ES (International Code Council) ER -2895 (HDI Only) COLA (City of Los Angeles) Research Report No. 23709 (HDI Only) FM (Factory Mutual) Pipe Hanger Components for Automatic Sprinkler Systems (3/8" - 3/4 ") (HDI and HDI -L) UL (Underwriters Laboratories) UL 203 Pipe Hanger Equipment for Fire Protection Services (3/8" - 3/4 ") 4.3.8.1 Product Description The Hilti HDI /HDI -L Drop -In anchor is an Intelligent expansion section internally threaded, flush mounted adapts to the base material and expansion anchor for use in concrete. reduces number of c hammer blows up to 50% (HDI -L) Product Features HDI • Anchor, setting tool and Hilti drill bit form a matched tolerance system to provide reliable fastenings • Below surface setting for easy patchwork • Allows shallow embedment without sacrificing performance • Lip provides flush installation, consistent anchor depth, and easy rod alignment (HDI -L) • Lip allows accurate flush surface setting, independent of hole depth (HDI -L) • Ideal for repetitive fastenings with threaded rods of equal length Guide Specifications Expansion Anchor Expansion anchors shall be flush or shell type and zinc plated in accordance with ASTM B 633, SC 1, Type III. Anchors shall be Hilti HDI /HDI -L anchors as supplied by Hilti. Installation Install shell or flush type anchors in holes drilled with Hilt! carbide tipped drill bits. Install anchors as per manufacturer's recommendations. 4.3.8.2 Material Specifications HDI /HDI -L, 1/4 ", 3/8 ", 1/2 ", and HDI 5/8" and 3/4" are manufactured from mild carbon steel which is plated with a zinc finish for corrosion protection in accordance with ASTM B 633, SC 1, Type III HDI Stainless Steel material meets the requirements of AISI 303 4.3.8.3 Technical Data HDI /HDI -L Specification Table Anchor HDI /HDI -L HDI 1/4 3/8 1/2 5/8 3/4 Size in. Details (mm) (6.4) (9.5) (12.7) (15.9) (19.1) d bit Bit diameter' in. 3/8 1/2 5/8 27/32 1 hnnm Std. depth of embed. in. 1 1 -9/16 2 2 -9/16 3 -3116 f Anchor length (mm) (25) (40) (51) (65) (81) h, Hole depth fm Useable thread in. 7/16 5/8 11116 7/8 1 -3/8 length (mm) (11) (15) (17) (22) (34) Threads per inch 20 16 13 11 10 In min. base material in. 3 3 -1/8 4 5 -1/8 6 -3/8 thickness (mm) (76) (79) (102) (130) (162) Tmu max. tightening ft-lb 4 11 22 37 80 torque (Nm) (5.4) (14.9) (29.8) (50.2) (108.5) 1 For Hilti matched tolerance carbide tipped drill bits, see section 8.4.1. Combined Shear and Tension Loading / N d \ 5/+ / Ud \ 5/3 < 1.0 (Ref. Section 4.12.7) f ` Nmc / 1 \ uret / '':i' •• r<v �i , e ., ^ £r 3 #C Y t4 v.v.tiL.4'*" a '4� utV 3 #$5)Zi5£4, ..t. •• 252 Hilti, Inc. (US) 1- 800 - 879 -8000 1 w .us.hiltixom I en espa�ol 1- 800 - 879 -5000 1 Kid (Canada) Corp. 1 -800- 363 -4458 1 w .ca.hilti.com I Product Technical Guide 2006 HDI & HDI -L Drop -In Anchor 4.3.8 Carbon Steel HDI Allowable Loads in Concrete Anchorsize 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPs) in.(mm) Tension lb (kN) Shear lb (kN) Tension Ib (kN) Shear Ib (M) Tension Ib (kN) Shear Ib (kN) 530 (2.4) HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI -L 114 ( 6.4) 500 ( 2.2) 500 (2.2) 450 ( 8.0) 450 (8.0) 570 ( 2.5) 570 (2.5) 625 ( 2.8) 625 (2.8) 790 ( 3.5) 790 ( 3.5) 700 ( 3.1) 700 ( 3.1) 3/8 ( 9.5) 890 ( 4.0) 890 (4.0) 965 ( 4.3) 985 (4.3) 1115 ( 5.0) 1115 (5.0) 1250 ( 5.6) 1250 (5.6) 1360 ( 6.0) 1360 ( 6.0) 1500 ( 6.7) 1500 ( 6.7) 112 (12.1) 1120 ( 5.0) 1120 (5.0) 1500 ( 6.7) 1500 (6.7) 1785 ( 7.9) 1785 (7.9) 2125 ( 9.5) 1940 (8.6) 2345 (10.4) 2345 (10.4) 2500 (11.1) 2500 (11.1) 518 (15.9) 1875 ( 8.3) - 2500 (11.1) - 2920 (13.0) - 3250 (14.5) - 3715 (16.5) - 3750 (16.7) - 3/4 (19.1) 2500 (11.1) - 3875 (17.2) - 4065 (18.1) - 5000 (22.2) - 5565 (24.8) - 5500 (24.5) - Note: The ultimate shear and allowable shear values are based on the use of SAE Grade 5 bolts, (f = 85 ksi, F ri , = 120 ksi) with the exception of the 1/4" HDI/HDI-L in f' = 6000 psi concrete which is based upon the use of a SAE Grade 8 bolt (f, =120 ksi, F, = 150 ks). Carbon Steel HDI Ultimate Loads in Concrete Anchorslze 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) in.(mm) Tension lb (kN) Shear lb (kN) Tension Ib (kN) I Shear Ib (kN) Tension lb (kN) Shear Ib (kN) 530 (2.4) HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI -L 1/4 ( 6.4) 1995 ( 8.9) 1995 ( 8.9) 1800 ( 8.0) 1800 ( 8.0) 2270 (10.1) 2270 (10.1) 2500 (11.1) 2500 (11.1) 3150 (14.0) 3150 (14.0) 2800 (12.5) 2800 (12.5) 3/8 ( 9.5) 3555 (15.8) 3555 (15.8) 3850 (17.1) 3850 (17.1) 4460 (19.8) 4460 (19.8) 5000 (22.2) 5000 (22.2) 5430 (24.2) 5430 (24.2) 6000 (26.7) 6000 1/2 (12.7) 4470 (19.9) 4470 (19.9) 6000 (26.7) 6000 (26.7) 7140 (31.8) 7140 (31.8) 8500 (37.8) 7750 (34.4) 9375 (41.7) 9375 (41.7) 10000 (44.5) 0000 (448) 5/8 (15.9) 7500 ( 33.4) - 10000 (44.5) - 11685 (52.0) - 13000 (57.8) - 14865 (66.1) - 15000 (66.7) - 3/4 (19.1) 10000 ( 44.5) - 15500 (69.0) - 16260 (72.3) - 20000 (89.0) - 22250 (99.0) - 22000 (97.9) - Carbon Steel HDI Allowable Loads in Lightweight Concrete and Lightweight Concrete over Metal Deck' 2 Anchor Size Anchor Installed in 3000 psi (20.7 MPa) Lt. Wt. Concrete3 Anchor Installed Through Steel Deck Upper Flute Into 3000 psi (20.7 MPa) Lt. Wt. Concrete4 Anchor Installed Through Steel Deck Lower Flute Into 3000 psi (20.7 MPa) U. Wt. Concreted in. (mm) Tension, lb (kN) Shear, lb (M) Tension, lb (kN) Shear, He (kN) Tension, lb (kN) Shear, lb (kN) 1/4(6.4) 465 (2.1) 340(l.5) 530 (2.4) 335 (1.5) 375(l.7) 250(l.1) 3/8(9.5) 755 (3.4) 940 (4.2) 880 (3.9) 1010 (4.5) 500 (2.2) 500 (2,2) 1/2(12.7) 1135 (5.0) 1700 (7.6) 1105 (4.9) 1755 (7.8) 625 (2.8) 750 (3.3) 5/8(15.9) 1465 (6.5) 2835 (12.6) - - 875 (3.9) 875 (3.9) 3/4(19.1) 2075 (9.2) 3680 (16.4) - - 1250 (5.5) 1000 (4.4) 1 The allowable values are based on the use of SAE Grade 2 bolts installed in the anchors. 2 Based on using a safety factor of 4.0. 3 The tabulated shear and tensile values are for anchors installed in structural light- weight concrete having the designated ultimate compressive strength at the time of installation. The concrete must comply with ASTM C 330 -77. 4 The tabulated shear and tensile values are for anchors installed through 20 gauge intermediate decking into structural lightweight concrete having the designated ultimate strength at the time of installation. The concrete must comply with ASTM C 330 -77. Stainless Steel HDI Allowable Loads in Concrete Anchor size in. (mm) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (kN) Shear Ib (kN) Tension lb (kN) Shear Ib (kN) SS HDI -1/4 6.4 480 2.1 600 2.7 740 3.3 600 2.7 SS HDI -3/8 9.5 1040 4.6 1230 5.5 1460 6.5 1230 5.5 SS HDI -1/2 12.7 1840 8.2 2760 12.4 2410 (10.7) 2760 12.3 SS HDI - 5/8 15.9 2630 11.7 4510 20.1 3770 16.8 4510 20.1 SS HDI - 3/4 (19.1) 3830 (17.0) 5580 (24.8) 5030 (22.4) 5580 (24.8) Note: The ultimate and allowable shear values are based on the use of Type 18 -8 bolts. Stainless Steel HDI Ultimate Loads in Concrete Anchor size in. (mm) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension Ib (kN) Shear Ib (kN) Tension lb (kN) Shear Ib (M) SS HDI -1/4 6.4 1930 8.6 2400 10.7 2950 13.1 2400 10.7 SS Of - 3/8 9.5 4170 18.5 4920 21.9 5850 26.0 4920 21.9 SS HDI -1/2 12.7 7350 32.7 11040 49.1 9630 42.8 11040 49.1 SS HDI - 5/8 15.9 10540 46.9 18040 80.2 15100 67.2 18040 80.2 SS HDI -3/4 (19.1) 15340 (68.2) 22320 (99.3) 20130 (89.5) 22320 (99.3) '5R , l . .ii. °IM Yf Hint, Inc. (US) 1- 800 -879 -8000 1 www.us.hilti.conn I en espanol 1 -800- 879 -5000 1 Hilt! (Canada) Corp. 1-800- 363 -4458 www.ca.hirti.conn I Product Technical Guide 2006 253 r i 1 1i2 } 3't 8' oa #,'?i, # fi r t3`#I� #iiiild 'I #t�s }S S'.8 +Is � s 3i 4.3.8 HDI & HDI -L Drop -In Anchor Anchor Spacing and Edge Distance Guidelines (See Anchoring Technology Section 4.1.3) Anchor Spacing Adjustment Factors Edge Distance Adjustment Factors s = Actual Spacing c = Actual edge distance Smin = 2.0 hnom Cmin = 2.0 hnom S = 3.5 hnom ccr = 3.0 hnom Scr 3.0 Shear & I Ccr Tension 3.0 --- - -. - -- _ _ _ - Shear Smin I Tension 2,p Cmin s I � - - - -- I h nom hnom 1.0 I 1.0 I I I I I I I I I I 0 0 0 .2 .4 .6 .8 1.0 0 .2 .4 .6 .8 1.0 Edge Distance Adjustment Factor Anchor Spacing Adjustment Factor V RV. W YA) Influence of Anchor Spacing & Edge Distance f f Anchor Size in. (mm) hnom in. (mm) 1/4(6.4) 1 (25) 3/8(g.5) 1-9/16(40) 1/2(12.7) 2(51) Anchor Diameter -9/16 '65) 3/4(19.1) 3- 3/16(81) hnom = standard embedment depth Load Adjustment Factors (Anchor Spacing) f Load Adjustment Factors (Edge Distance) f Tension /Shear Loads Tension, f Shear, f Spacing Anchor Diameter Edge Distance Anchor Diameter Anchor Diameter s c 1/4 3/8 1/2 5/8 3/4 1/4 3/8 1/2 1 5/8 3/4 1/4 3/8 1/2 5/8 in. (mm) in. (mm) glilll M 1 11 �11} RI1 iJI { " # 's ii (!I�Ns� ! ) ,`_ }' 2 51 .50 ., ;5> 3 #� h,i.s`f 2 51 .80 .65 1r 2-1/2 64 .67 ";13,s ;iil #Ciilj }sj'1ijl 2-1/2 (64 .90 .83 I�si,ilifila.t.# . € 3 76) 83 .50 )Iljk'I,i)}]I }jl ,illy 3 ( 76) 1.0 .80 1.0 .65 3 -1/2 (89) 1.0 .58 >;3 3 -1/2 ( 89) .85 }h' #011 `€ .73 (11II)IG�ruri[i 4 (102) 69 .50 s `„ !„ f } 4 (102 .91 .80 r 0I .85 .65 4 -1/2 114) .79 .58 i�4ir; i)II�§Iflr, 4 -1/2 (114) .98 .85 .96 .74 5 127 .90 .67 .50 '. }'( 5 (127) 1.0 .90 .80 1.0 .83 65 t `.: 5 -1/2 (140 ) 1.0 .75 .55 [ 1 1 ,11 011511 5 -1/2 140 .95 .83 } ,.... .91 .70 . 6 (152) .83 .61 .50 6 152 1.0 .87}� '... 1.0 .77 , 7 178 1.0 .74 .57 6 -1/2 165 .91 .80 .84 .65 8 203 .87 .67 7 178 .95 .84 .91 .72 9 (229) 1.0 .77 8 (203) 1.0 .90 1.0 .83 10 (254) .88 9 (229) .96 .94 11 (279) .98 10 254 1.0 1.0 12 (305) 1.0 Smin = 2.0 hnom Scr = 3.5 hnom Cmin = 2.0 hnom Ccr = 3 . 0 hnom Cmin = 2.0 hnom, Ccr = 3.0 hnom f = 0.33 s -0.17 f = 0.2 c + 0.4 f = 0.35 c - 0.05 F. hnom hnom for s S > Smin for c C > Cmin for c c > Cmin 254 Hilti, Inc. (US) 1- 800- 879 -8000 1 w .us.hilti.com I an espanol 1- 800 - 879 -5000 1 Hilti (Canada) Corp. 1- 800 -383 -4458 1 w .ca.hilti.com I Product Technical Guide 2006 rT' i sitl',�, I?(�s �,r,,, `,iksE r s x�lid , €j311S {3 +ai ttz zli t�,z „atu #h }I I t�,gt�iy;H HDI 8c HDI -L Drop -In Anchor 4.3.8 4.3.8.4 Installation Instructions IN �\ fuu 1. Adjust depth gauge so that anchor will 2. Hammer drill hole. be flush with the concrete surface when installed. 4.3.8.5 Ordering Information HDI Anchors 3. Clean hole. 4. Install anchor using proper setting tool. Setting tool to be driven into anchor until setting tool shoulder meets top of anchor. Anchor Carbon Steel Stainless Steel 1/4" Thread Size Description Item No. Description Item No. Description Item No. Box Qty 1/4” HDI 1/4 336425 HDI -L 1/4 283608 HDI 1/4 (SS 303) 336430 100 3/8" HDI 3/8 336426 HDI -L 3/8 283609 HDI 3/8 (SS 303) 336431 50 1/2" HDI 1/2 336427 HDI -L 1/2 283610 HDI 1 /2(SS 303) 336432 50 5/8" HDI 5/8 336428 - - HDI 5/8 (SS 303) 336433 25 3/4" HDI 3/4 336429 - - HDI 3/4 (SS 303) 336434 25 Setting Tools for HDI & HDI - L Anchors Anchor Thread Size Description - Manual Setting Tools Item No. 1/4" HST 114 Setting Tool 00032978 3/8" HST 3/8 Setting Tool 00032979 1/2" HST 1/2 Setting Tool 00032980 5/8" HST 5/8 Setting Tool 00032981 3/4" HST 3/4 Setting Tool 00032982 Anchor Thread Size Description - Automatic Setting Tools' Item No. 3/8" HSD -MM 3/8" (TE- C- 24SD10 3/8" Setting tool) 00243751 1/2" HSD MM 1/2" (tE - C - 24SD121/2" S etting too l) 00243752 1 Use automatic setting tools with TE -5A, TE -6, TE -15, TE -16, TE -16C, TE -18 and TE -25 rotary hammer drills. ,., Hilti, Inc. (US) 1- 800- 879 -8000 1 www.us.hilti.com I an espanol 1- 800- 879 -5000 1 HIM (Canada) Corp. 1- 800 -363 -4458 1 www.ca.hilti.com I Product Technical Guide 2006 255 i' i, 1112Ik '62'li,�I {rt {1fi3 t 3 ` #345 ,•.#rsiyt1114441# MVLIM2 I I,.1.1v hh # ,Ja '? 4.3.9 HDI -P Drop -In Anchor 4.3.9.1 Product Description 4.3.9.2 Material Specifications 4.3.9.3 Technical Data 4.3.9.4 Installation Instructions 4.3.9.5 Ordering Information Listinas /ADDrovals CC-ES (international Code Council) ESR -1291 COLA (City of Los Angeles) Research Report No. 25350 Factory Mutual (FM) Pipe Hanger Components for Automatic Sprinkler Systems 4.3.9.1 Product Description The Hilti HDI -P Drop -In anchor is an internally threaded, flush mounted expansion anchor for solid and hollow concrete. Product Features • Optimized 3/4" anchor length to allow reliable fastenings in hollow core panels, precast plank & post tensioned slabs • Shallow drilling enables fast installation • Lip provides flush installation, consistent anchor depth and easy rod alignment • Setting tool leaves mark on flange when anchor is set properly to enable inspection & verification of proper expansion Guide Specifications Expansion Anchor Expansion anchors shall be flush or shell type and zinc plated in accordance with ASTM B 633, SC 1, Type III. Anchors shall be Hilti HDI -P anchors as supplied by Hilti. Installation Install shell or flush type anchors in holes drilled with Hilti carbide tipped drill bits. Install anchors in accordance with manufacturer's recommendations. 4.3.9.2 Material Specifications The HDI -P is manufactured from mild carbon steel, which is zinc plated for corrosion protection in accordance with ASTM B 633, SC 1, Type III 4.3.9.3 Technical Data HDI -P Specification Table Case. Length in. (mm) Bit Sizet in. Average Ultimate Loads, Its W Allowable Loads, Ib M 4000 psi Concrete (27.6 MPa) Hallow Core I (Spancrete) 4000 psi Concrete (27.6 MPa) Hollow Core (Spancrete) Tension Shear Tension Shear Tension indentation Tension nsion Shear HDI -P 3/8 3/4(19.1)1 1/2 1900 (8.5) 3000 (13.3) 2100 (9.3) 4000 (17. 380 (1.7) 1 500 (2.7) 420 (1.9) 800 (3.6) 1 For Hilti matched tolerance carbide tipped drill bits, see section 8.4.1. 4.3.7.4 Installation Instructions 1. Set depth 2. Hammer -drill 3. Clean hole. 4. Insert anchor. 5. Insert setting 6. Collar of set- gauge on drill. hole. tool and strike ting tool will with hammer leave an until anchor is indentation fully set. on flange of 4.3.9.5 Ordering Information anchor when HDI -P Anchor properly expanded. Item No. Description - Bit Dia Box Dty 283611 HDI -P 3/8 1/2" 100 Setting Tools for HDI -P Anchors Item No. Description 283611 HSD -G 3/8" - 3/4" Setting Tool w/ hand guard 253784 HST -P 3/8" - 3/4" Setting Tool 256 Hilti, Inc. (US) 1- 800- 879 -80001 v+ww.us.hiltLcom I on espanol 1- 800- 879 -5000 1 Hitt (Canada) Corp. 1- 800363 -4458 1 w .ca.hilti.com I Product Technical Guide 2006 Fig. 68 -Wide Throat Top Beam "C" Clamp w /Locknut Size Range — 3/8" thru 3/4" rod Function — For attachment to structural shapes requiring wider throat especially under roof with bar joist construction. This clamp may be used in the set screw down position only. Approvals — Conforms to Federal Specification WW -H -171 E, Type 23 and Manufacturers Standardization Society SP -69, Type 19. Finish — Plain Note — Available in Electro- Galvanized finish. Order By — Figure number, rod size and finish Note — Do not over tighten set screw. Dimensions • Weights Rod Size Max. Rec. Load Lbs. Approx. Wt. /100 3/8 400 34 1/2 500 50 5/8 600 53 3/4 800 86 ii f II OFFICEIMANUFACTURING FACILITY - 1375 SAMPSON AVE. - CORONA, CA 92879 - PH: 951.737.5599 - FAX 951.737.0330 CUSTOMER SERVICE- 800786.5266 ww 101vaxam Style 747 Riser Manifold Assembly PRODUCT DESCRIPTION VICTAULIC- IS AN ISO 9001 CERTIFIED COMPANY The Victaulic Style 747 Riser Manifold Assembly is compact and easy to install in zoned wet sprinkler systems. The Riser Manifold Assembly includes the Manifold Body, a UL Listed and FM Approved Flow Switch, a Pressure Gauge and a Style 720 TestMaster IITM Alarm Test Module with standard 1 /2 " orifice. The Style 747 Riser Manifold Assembly is available in sizes from 2" through 6" (50 - 150 mm) with grooved ends for easy installation in the horizontal or vertical up -flow positions with standard Victaulic grooved couplings. The Riser Manifold Assembly is FM Approved and UL and ULC Listed for working pressures up to 300 psi (2068 kPa). U� UDC FM See Viclaulic publication 10.01 for details. DIMENSIONS Pressure Flow M 1 W ® O Manifold Dimensions Body Size Inchesimillimeters Approx Weight Nominal Actual Dia. Out. Dia. Drain Each InJmm Well Size A B C D E LbsJkg 2 2.375 1 16.00 7.90 7.10 5.70 8.9D 19.9 50 60,3 42 406 201 180 145 226 9,0 2 2.875 1 16.00 8.10 7.40 5.90 8.90 22.7 65 73,0 42 406 206 188 150 226 10,3 3 3.500 1 16.00 8.40 7.70 6.20 8.90 25.6 80 88.9 42 406 213 196 158 226 11,6 4 4.500 2 16.00 8.90 8.90 7.20 9.10 33.4 100 114,3 60 406 226 226 183 231 15,2 6 6.625 2 16.00 10.00 9.90 8.30 9.10 45.8 150 168,3 60 406 254 251 211 231 20,8 Standard: 1/2 orifice Optional: " /s2' orifice I Tt < E MATERIAL SPECIFICATIONS Manifold Body: Fabricated from carbon steel pipe conforming to ASTM A53 Grade B with integral Victaulic grooved ends. Finish, orange enamel. Series 720 TestMaster II: Bronze construction complete with dual integral sight glasses and standard 1 /2" test orifice. Single handle operation for test and drain functions. Refer to Victaulic Specification Sheet 10.22 for additional details. • Optional: 17 132" orifice Coupling: Victaulic Style 005 Fire Lock® coupling complete with Grade "E" - Type A Gasket. Refer to Victaulic Specification Sheet 10.02 for additional details. Waterflow Detector: System Sensor Model WFD vane type waterflow detector with sealed retard, visual switch activation, and mechanical delay adjustment. Cover includes tamper resistant security screws and tool. Note: ULC models WFDA include cover tamper switch. This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 0 REGISTERED TRADEMARKOF VICTAULIC - 0 COPYRIGHT2004 VICTAULIC - PRINTED IN U.S. A. 3089REVB Victaulic Company of America • Phone: 1 -800- PICK -VIC (1- 800- 742 -5842) • Fax: 610 - 250 -8817 • e-mail:pickvic@victaulic.com Victaulic Company of Canada • Phone: 905- 884 -7444 • Fax: 905- 884 -9774 • e -mail: viccanada®victaulic.com Viclaulic Europe • Phone:32 -9 -381 -1500 • Fax: 32 -9 -380 -4438 • e -mail: viceuro @victaulic.be Viclaulic America Latina • Phone: 610- 559 -3300 • Fax 610- 559 -3608 • e -mail: vical9victaulicoom i Cta u' � C Viclaulic Asia Pacific • Phone: 65- 6235 -3035 • Fax: 65- 6235 -0535 • e -mail: vimp@victaulic.com Patent Pending UL ULC /Canadian Models Models WFD20 WFD20A WFD25 WFD25A WFD30 -2 WFD30 -2A WFD35 WFD35A WFD40 WFD40A WFD50 WFD50A WFD60 WFD60A WFD80 WFD80A Replacement Parts A3008 -00 Retard Mechanism A77 -01 -02 Terminal Block 546 -7000 Cover Tamper Switch Kit WFDW Cover Wrench WFDN4 Replacement gasket kit Product Overview New WFD30 -2 models install in 2" hole sizes UL models are NEMA 4 rated Sealed retard mechanism assures that the retard is not contaminated by dust and dirt when the cover is removed Visual switch activation permits installer to accurately set retard under noisy conditions Rugged, dual SPOT switches are enclosed in a durable terminal block Accommodates up to 12 AWG wire 100% synchronization activates both alarm panel and local bell simultaneously UI. UDC 0 LISTED US169 5739 97761209:140 aMEA <6 � 167.93E IMAIAH System Sensor's WFD series is compatible with schedule 10 through 40 steel pipe, sizes 2" through 8 ", and can be mounted in a vertical or horizontal position. Robust Construction. The WFD series consists of a rugged, NEMA 4 rated enclo- sure. Designed for both indoor and outdoor use, the WFD series operates across a wide temperature range, from 32 ° F to 120 ° F. Reliable Performance. UL listed models are equipped with tamper resistant cover screws to prevent unauthorized entry. Inside, two sets of SPDT (Form C) syn- chronized switches are enclosed in a durable terminal block to assure reliable performance. False Alarm Immunity. The WFD series incorporates a mechanical retard feature, which minimizes the risk of false alarm due to pressure surges or air trapped in the sprinkler system. In addition, the mechanical retard's unique sealed design is immune to dust and other contaminants. Simplified Operation. The WFD series is designed to simplify installation. Two conduit openings permit easy attachment to the local alarm system. The retard mechanism and dual SPDT switches are field- replaceable. Engineering Specifications Vane -type waterflow detectors shall be installed on system piping as designated on the drawing and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate nominal size, either a vertical upflow or horizontal run, at least 6" from any fittings which may change water direction, flow rate, or pipe diameter or no closer than 24" from a valve or drain. Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 450 psi* for 2" - 8" pipes. The detector shall respond to waterflow in the specified direction after a preset time delay which is field adjustable. The delay mechanism shall be a sealed mechanical pneumatic unit with visual indication of actuation. The actuation mechanism shall include a polyethylene vane inserted through a hole in the pipe and connected by a mechanical linkage to the delay mechanism. Outputs shall consist of dual SPDT switches (Form C contacts). Two conduit entrances for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided. Unless noted, enclosures shall be NEMA 4 listed by Underwriters Laboratories Inc. All detectors shall be listed by Underwriters Laboratories Inc. for indoor or outdoor use. Standard Specifications Static PresSUre Rating 450 PSI* Triggering Threshold Bandwidth (Flow Rate) 4 -10 GPM Maximum Surge 18 Feet Per Second (FPS) Compatible Pipe: Steel water pipe, schedule 10 through 40 Contact Ratings Two sets of SPIT (Form C) 10.0 A. 1/2 HP @ 125/250 VAC 2.5 A @ 6/12/24 VDC Overall Dimensions Installed: Ordering Information Conduit Entrances Two openings for %' conduit. One open, one knock. out type Operating Temperature Range 32mF to 120mF (O'C to 49'C) Enclosure Rating ' NEMA 4 - suitable for indoor /outdoor use Cover Tamper Switch Standard with ULC models Optional for UL models, part no. 546 -7000 Shipping Weight WFD20: 4.2 tbs. WFD40: 5.2 1bs, WFD25: 4.3 lbs. WFD50: 6.3 lbs. WFD30 -2: 4.5 lis. WFD60: 6.8 Its. WFD35: 4.7 lbs. WFD80: 7.5 Its. Delay Adjustment Dial cars, aw " teen a djustment elel n � as NOTE: Rehm time may summer 60 emotes. Adjust and valify Nal time does ml exa etl 0 swonds. 1th Mode l Width WFD40 6.a' d WFD5o ].e' ?" WFD6o 9.0' ]" WFD6o toe" UL Model Numbers ULC /Canadian Mode Nu mbers Pipe Size Hole Size WFD20 WFD20A 2" 1 WFD25 WFD25A 23'2" 114 WFD30 -2 WFD30 -2A 3" 2" WFD35 WFD35A 3 1V4" WFD40 WFD40A 4" 2" WFD50 WFD50A 5" 2" WFD60* WFD60A 6" 2" WFD80* WFD80A 8" 2" *Maximum pressure rating 400 psi as approved by Factory Mutual. System Sensor Sales and Service Service Use Automatic Sprinkler: NFPA -13 One or Two Family Dwelling: NFPA 13D Residential Occupancies up to 4 Stories: NFPA 13R National Fire Alarm Code: NFPA�72 Warranty 3 Years U.S. Patent Numbers 3,845,259 4,782,333 5,213,205 CoMACTPA➢rvc5 c6liff Is. as * -Ml- Wphmi MCP connection W Topoweceoulm Retard mechanism A77 -01 -02 Terminal block emgtz xorE: dnn[vnll COmm[n.n Cpa �pw load an -a. 1. xfi anecdQ I.a. nems e a l 1 resl a x. mm dam � a.1moy so . de un mba mmbinetl Ingletlala[loa. swrtcxl swrtcxg System Sensor Europe o � B o A dwla amenably Ia ro aJ ..'a I ..di .p sworn ... samirOT CoMACTPA➢rvc5 c6liff Is. as * -Ml- Wphmi MCP connection Part Number W Topoweceoulm Retard mechanism A77 -01 -02 Terminal block emgtz Imes, bell WFDW Bn M btll ¢W Ph: 800 /SENSOR2 System Sensor Europe e¢I amaumwnlol y rean Neemnecllon. dwim System Sensor - Australia dwla amenably Ia ro aJ ..'a I ..di .p sworn ... samirOT TyPIUI WCal eel, cnnnnetlmn loop wlm. Part Number Description A3008 -00 Retard mechanism A77 -01 -02 Terminal block 546 -7000 Tamper proof switch kit WFDW Tamper proof wrench for cover WFDN4 Gasket kit System Sensor Headquarters System Sensor Canada System Sensor in China System Sensor - Far East 3825 Ohio Avenue Ph: 905.812.0767 Ph: 86.29.8832.0119 Ph: 85.22.191.9003 St. Charles, IL 60174 Fx: 905.812.0771 Fx: 86.29.8832.5119 Fx: 85.22.736.6580 Ph: 800 /SENSOR2 System Sensor Europe System Sensor In Singapore System Sensor - Australia Fx: 630/377 -6495 Ph: 44.1403.891920 Ph: 65.6273.2230 Ph: 613.54.281.142 www.systemsensor.com Fx: 44.1403.891921 Fx: 65.6273.2610 Fx: 613.54.281.172 System Sensor - India Ph: 91.124.237.1770 x.2700 Fir: 91.124.237.3118 System Sensor- Russia Ph: 70.95.937.7982 Fx: 70.95.937.7983 02005 System Sensor. The company reserves the right to change product specifications without notice. A05-0180- 010.6/05.1381 iJ T ERFLOW VANE TYPE WAT (E ) POTTER The Symbol of Protection ALARM SWITCH WITH RETARD U.S. Pat. No. 3921989 Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 GENERAL INFORMATION The Model VSR -F is a vane type waterflow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2" thru 8" (50mm thru 200mm). LPC approved sizes are 2" thru 8" (50mm thru 200mm). The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic re- tard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die - cast housing. The cover is held in place with two tamper resis- tant screws which require a special key for removal. A field in- stallable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. UL, ULCanclCSFM Listed, FMand LPCBApproved, NYMEA Accepted, CE Marked Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow Rate forAlarm:10 GPM (38 LPM) Maximum Surge: 18 FPS (5,5 m /s) Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2" conduit Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die -cast housing. • NEMA4/ IP54 Rated Enclosure - use with appropriate conduit fitting. • Temperature Range: 40 °F /120 °F, 4,5 °C /49 °C • Non - corrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 10thru40, sizes 2 " thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR -CF. Service Use: Automatic Sprinkler NFPA -13 One or two family dwelling NFPA -13D Residential occupancy up to four stories NFPA -13R National Fire Alarm Code NFPA -72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 INSTALLATION: See Fig.2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be in- stalled within 6" (15cm) of a fitting which changes the direction of the waterflow or within 24" (60 cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices require a hole with a diameter of 1 114" + 1/8" - 1/16" (33mm f2mm). All other sizes require a hole with a diameter of 2" ±1/8" (50mm t2mm). Clean the inside pipe of all growth or other material for a dis- tance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft -lbs. (68 n -m) of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specifications subject to change without notice. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800 - 325 - 3936 /Canada 888- 882 -1833 • w .pottersignal.com PRINTED IN USA MKT. #8800001 - REV W PAGE 1 OF 2 MFG. #5400761 -7/02 (E) POTTER The Symbol of Protection FIG. 1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL � DIH D� ..M 1023 -5 CAUTION: An uninsulated section of a single conductor should not be looped around the termi- nal and serve as two sepa- rate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. FIG. 2 OPTIONAL TAMPER SWITCH RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS, A "B" SETTING IS USUALLY ADEQUATE FOR THIS, FACTORY IS SET TO 'B'. TO INSTALL.. DRILL HOLE AS INDICATED: PIPE SIZE HOLE SIZE 2" to 2 1/2" 1 1/4' +1 /8" -1/16" (50mm to 65mm) (33mm 220Tm) 3" to 8" 2" 21/8" (SOmm to 200mm) 50mm 22mm) Cover Tamper (with cover in place) fil OW DIRECTION OF WATERFLOW C NO NC DWG #761 ( NT) 30_N. AN' VSR -F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 50FT. -LBS (68 n -m) OF TORQUE 0 MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) D D A 10 -25 a 20 -40 C 35 -55 0 SD -JO E 60 -90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: FIG. 4 1. The Model VSR -F has two To remove knockouts: Place switches, one can be used to screwdriver at edge of knock - 2 5 Y CIXITILRS operate a central station, pro- outs, not in the center. NORw CEOSE ON ALARM EDDT ,,,�, ' D HE F. RPXEE R oN R nafi R rieta or remote si gnalin g P ry 9 9 unit, while the other contact is ® used to operate a local audible or visual annunciator. _ © 8 ® 2. A of L App of this prouct i that the ele is product uct i s tha t the THE ND A NO wRV ON THE WC. ME FOR , O Toff 9Fll cal entry must be sealed to AN NA. (.WlW.NN�. THE CONTA�TO ARE e° NEGTM OL OR NELO. A[ exclude moisture. THE xwwE crnongw o.n Rm. -a o 3. For supervised circuits see ° "Switch Terminal Connec- e tions" drawing and caution DWG p6 + -< note (Fig. 1). APPLICATION WARNING Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR -F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and /or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR -F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT. #6800001 - REV W PAGE 2 OF 2 MFG. #5400761 -7/02 Series 717 FireLock® Check Valves PRODUCT DESCRIPTION VICTAULIC" IS AN ISO 9001 CERTIFIED COMPANY Series 717 Fire Lock check valve is a CAD - developed design that is hydrodynamically efficient. A totally rubber encapsulated disc on 4 - 12" (100 - 300 mm) sizes provides superior corrosion resistance. This single disc design incorporates a spring assisted feature for non - slamming operation. For systems requiring a Riser Check option refer to section 10.09. The 4" (100 mm) and larger sizes are provided with upstream and downstream drains and a welded -in nickel seat design. All sizes of Series 717 can be installed in the vertical or horizontal position to provide leak -free sealing under conditions as low as five feet of head. Each valve is factory tested to 500 psi (3440 WE), The 2 and 3" (65 and SO mm) sizes are UL/ULC Listed and 4" (100 mm) sizes and larger are UL /ULC Listed and FM Approved for services up to 250 psi (1725 kPa). Sizes 4 - 87100 - 200 mm (except 165,1 mm size) are VdS approved. Grooved ends allow fast, easy installation withjust two Victaulic couplings or the valve may be mounted to flanged (ANSI CLA 50) equipment using either to Victaulic Style 741 Vic- Flange'x or Style 744 FireLock flange adapters on either end. DIMENSIONS I 1 - 7 1 1 "Mis, - Typical 2 - 3" A qL�-K tkD -N J 10 'h' NET Upstream Drain ©WART Downstream Drain Oa 2' NET (Drain Optional) Typical 4.8" �A P L K 2' G) o' NOT Upstream Drain ©'x' NPT Downstream Drain Typical 10 - 12" Valve Size Dimensions- Inches/millimeters Actual Approx. Nominal Outside Wgt. Ea. Diameter Diameter EtoE Las. Tri InJmm A B C D E J K P B kg 2' 12 2.875 3.88 4.26 3.57 - - - - - - 3.6 65 73,0 99 108 91 - - - - - - 1,6 3.000 3.88 4.26 3.57 - - - - - - 3.6 76,1 mm 76,1 99 108 91 - - - - - - 1,6 3 3.500 4.25 5.06 4.17 - - - - - - 4.5 80 88.9 108 129 106 - - - - - - 2,0 4 T 4.500 9.63 6.00 3.88 2.75 3.50 2.00 4.50 3.50 3.35 20.0 100 11433 1 245 152 1 99 70 1 89 1 51 1 114 89 1 85 1 9.1 5 t 5.563 10.50 6.80 4.50 - 4.17 2.15 5.88 4.08 3.98 27.0 125 1413 267 173 114 - 106 55 149 104 101 123 5.500 10.50 6.80 4.50 - 4.17 2.15 5.88 4.08 3.98 27.0 139,7 mm T 139,7 267 173 114 - 106 55 149 104 101 12,3 61 6.625 11.50 8.00 5.00 - 4.50 2.38 6.67 4.73 3.89 38.0 150 168,3 292 203 127 - 114 61 169 120 99 17,2 6.500 11.50 8.00 5.00 - 4.50 2.38 6.67 4.73 3.89 38.0 165,1 mm 165,1 292 203 127 - 114 61 169 120 99 17.2 B t 8.625 14.00 9.88 6.06 5.05 5.65 2.15 8.85 5.65 5.75 64.0 200 219,1 356 251 154 128 144 55 225 144 146 29.0 10 10.750 17.00 12.00 7.09 5.96 6.69 2.15 10.92 6.73 - 100.0 250 273,0 432 305 180 151 170 55 277 171 - 45A 12 12.750 19.50 14.00 8.06 6.91 7.64 2.51 12.81 7.73 - 140.0 300 323,9 495 356 205 17fi 194 64 925 196 - 63,5 1 Vd5 Approved ® REGISTERED TRADEMARK OF VICTAULIC - 0 COPYRIGHT 2004VICTAULIC -PRINTED IN U SA.-SKU MWCASE6VPXF Victaulic Company of America • Phone: 1-800- PICK -VIC (1- 800 - 742 -5842) • Fax:610- 250 -8817 • e -mail: pickvic @viclaulic.com Victaulic Company of Canaria • Phone: 905 -884 -7444 • Fax:905- 884 -9774 • e -mail: vicomada@viclaulic.com Victaulic Europe - Phone:32 -9- 381 -150D • Fax: 32 -9 -380 -4438 • e -mail: viceuro@victaulic.be Victaulic America Latina • Phone: 610- 559 -3300 • Fax: 610 -559 -3608 • e -mail: vical@victaulic.cont Victaulic Asia Pacific • Phone: 86- 21- 58855151 • Fax: 86 -21- 58851298 • e -mail: vicap @victaulic.cont 1479 REV N/ C FLOW CHARACTERISTICS 6.0 5.0 4.0 SERIES 717 NOTE: Placement of check valves too close to sources of unstable flow will share n the life of Ilse valve and potentially may damage the system. To extend valve life, valves should be insured a reasonable distance downstream from pumps, elbows. expanders, reducers or other similar devices. Sound piping practices dictate a minimum of five (5) times the pipe diameter for general use Distances between three (3) and five (5) diameters are allowable provided the flow velocity is less than eight (8) feet per second (2.4 al Distances less than three, (3) diameters are not recommended and will violate the Victaulic product warranty. 0.1 FLOW OF WATER AT60'F(i6'01 3.0 2.0 0.2 10 20 30 40 60 80 100 200 300 400 600 1,000 2,000 4,000 6,000 10,000 20,000 800 3,000 8,000 FLOW RATE — G.P.M. MATERIAL SPECIFICATIONS ry a o9 0.8 p 0.7 w 0.6 0.5 � 0.4 cc 0.3 Q. Body: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. 2 - 3" (65 - 80 mm) sizes PPS coated, 4 - 12" (100 - 300 mm) sizes painted black enamel. Body Seat: 2 - 3" (65 - 80 mm) sizes PPS coated. 4 - 12" (100 - 300 mm) integrally welded on nickel alloy. Disc Seal or Coating: • Grade "E" EPDM EPDM (Green color code). Temperature range -30'F to +230'F ( -34'C to +11 O'C). Recommended for cold and hotwater service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI /NSF 61 for cold +86`F ( +30'C) and hot +180'F ( +82'C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. 'Services listed are General Service Recommendations only. It should be noted thatthere are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended, Discs: 2 - 3" (65 - 80 mm) Aluminum bronze conforming to ASTM B -148 with Grade "E" Seal. 4 - 12" (100 - 300 mm) ductile iron conforming to ASTM A -536, grade 65- 45 -12, fully encapsulated in Grade "E" elastomer. Shaft: 2 - 3" (65 - 80 mm) Type 416 stainless steel. 4 - 12" (100 - 300 mm) Type 316 stainless steel. Spring: All sizes Type 302/304 stainless steel. Shaft Plug: 2 - 3" (65 - 80 mm) only; SAE Hex Socket Type conforming to ASTM A -576, cadmium plated to military specifications QQ- P -416A, class 3 type 2. 4 - 12" (100 - 300 mm) only; carbon steel zinc plated to ASTM B -633. Pipe Plug: 4 - 12" (100 - 300 mm) only; carbon steel zinc plated to ASTM B -633 This product shall be manufactured by Victaulic Company. All products shall be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications. designs and standard equipment without notice and without incurring obligations. Series 717 Fire Lock" Check Valves Series 705W Firel.ock® Butterfly Valve with weatherproof actuator for 300 psi service VICTAIJUI IS AN ISO 9001 CERTIFIED COMPANY PRODUCT DESCRIPTION The Series 705W butterfly valve features a weatherproof actuator housing approved for indoor or outdoor use. It has a ductile iron body and disc with EPDM disc coating. The body is coated with a heat fused polyphenylene sulfide blend to meet FM requirements and the new coating requirements for the 5th edition of UL -1091. For fire protection services, Series 705W valve is UL Listed and FM Approved for 300 psi (2065 kPa) service. Flow performance exceeds UL Specification 1091 and FM Approval Standard 1112. Weatherproof Actuator Supervisory switches that monitor the valve in the fully open position for valves are available 2 - 12" (73,0 - 323,9 mm) pre -wired (PW). 21i : -6 °sizes Supply-side Tap Series 705W valves are available with a 1 14" NPT supply side tap designed to allow direct water supply connection to Victaulic Firel-ock actuated fire protection valves. See separate drawings below. This is an optional feature and must be clearly noted on all orders. Contact Victaulic for additional information on tapped valves. 8.12"Sizes U(. FM See Victaulic publication 10.01 for details. DIMENSIONS -of K� o b Dia. VV NPT 6� ® 4 Supply Tap j II Nf I Il �- II F 0 E iA--M� I -N P4_ i -H A N-A� Series 705W Series 705W withTap Valve Size Dimensions- Incheslmlliimeters Nominal Actual Aprx. Diameter Out. Dia. E to E Hitt. Witt. Ea. lnchasMm Incheshrm A 8 c D E F G H J K L 0 M N P I 2 2.875 3.77 9.80 1.80 3.92 - 2.88 6.97 5.45 7.02 0.97 2.31 4.50 1.44 0.60 1.03 9.1 65 73,0 96 249 46 100 - 73 177 138 178 25 59 114 37 15 26 4.1 3.000 3.77 9.80 1.80 3.92 - 2.88 6.97 5.45 7.02 0.97 2.31 4.50 1.50 0.60 1.03 9.1 76,1 mm 76,1 96 249 46 100 - 73 177 138 178 25 59 114 38 15 26 4,1 3 3.500 3.77 10.48 2.14 4.22 0.08 3.50 7.61 5.45 7.33 0.97 2.31 4.50 1.75 0.00" 0.80 9.8 80 88,9 96 266 54 107 2 89 193 138 186 25 59 114 45 0 20 4,4 4 4.500 4.63 11.89 2.71 5.09 0.07 6.01 9.05 5.45 8.59 0.97 2.79 4.50 2.60 0.73 1.22 15.3 100 1143 1 118 1 302 69 1 129 1 2 153 230 138 218 25 1 71 114 66 1 19 31 6,9 139,7 mm 5.500 5.88 12.82 3.12 5.61 0.43 6.01 9.98 5.45 8.59 0.97 3.92 4.50 - - - 20.0 139.7 149 326 79 143 11 153 253 138 218 25 100 1 114 - - - 9.1 5 5.563 5.88 12.82 3.12 5.61 0.43 6.01 9.98 5.45 8.59 0.97 3.92 4.50 - - - 20.0 125 141,3 149 326 79 143 11 1 153 1 253 1 138 1 218 25 100 114 - - - 9,1 6.500 5.88 13.74 3.61 6.06 1.00 7.20 10.92 5.45 9.05 0.97 3.96 4.50 3.25 1.25 1.50 25.0 165,1 mm 165.1 149 349 92 154 25 183 277 138 230 25 101 114 83 32 38 11,3 6 6.625 5.88 13.74 3.61 6.06 1.00 7.20 10.92 5.45 9.05 0.97 3.96 4.50 3.32 1.25 1.50 25.0 150 163.3 149 349 92 154 25 183 277 138 230 25 101 114 84 32 38 11,3 8 8.625 5.33 16.92 4.88 7.94 1.27 10.20 14.06 8.28 13.30 2.05 2.66 6.00 5.10 0.18 0.91 52.0 200 219,1 135 430 124 202 32 259 357 210 338 52 68 152 130 5 23 1 23,6 Table continued On coos 2. See notes on pace 2. 0 REGISTERED TRADEMARK OF VICTAULIC - 0 COPYRIGHT 2004 VICTAULIC -PRINTED IN USA. 2466 REV D Victaulic Company of America • Phone: 1-800- PICK -VIC (1 -800- 742 -5842) • Fax: 610 - 250 -8817 • e- mail:pickvic@victaulicsom Viclaulic Company of Canada • Phone: 905 -884 -7444 • Fax: 905- 884 -9774 • e -mail: viccanada@victaulic.com Viclaulic Europe • Phone:32 -9- 381 -1500 • Fax 32 -9- 380 4438 • e -mail: viceuro@viclaulicbe Viclaulic America Latina • Phone: 61D- 559 -3300 • Fax: 610 -559 -3608 • e -mail: vical @viclaulic.com Viclaulic Asia Pacific • Phone: 65- 6235 -3035 • Fax: 65- 6235 -0535 • e -mail: vicap @victaulic.com. ictauh 0; DIMENSIONS r N� x � II� Series 705W with Tap Valve Size Dimensions - Inchestmillimeters Nominal Aclua1 - Aprx. Diameter Out Dia. E to E Hgt. Witt. Ea. InchesWm Inches /mm A B C D E F G H J K L 0 M N P LhsJkg o 25 0 1 3o 10. I 663 1 14864 1 5.8 I 8.69 11 .72 1 1 310 0 I 1 400 7 I 1 056 9 I 16119 I .05 1 3..20 1 9.09 I - - - 36.0 00 G./JV VJV GI.J4 /. IV.VV 4.00 14.40 IO.LO I /.G G.VJ J.G:] - - 300 323,9 165 547 179 254 fib 362 464 256 437 52 83 229 - - - 46,3 1. To prevent rotation of valves, it is recommended that Series 705W be installed with Victaulic Style 07 Zero- Flexe, Style 005 FireLock or Style HP -70 Rigid Couplings. If Victaulic flexible couplings are used, additional support may be required. 2. Valve must not be installed with disc in full open position. Disc must be partly closed so that no part is protruding beyond end of valve body. 3. Victaulic grooved end butterfly valves are permitted for use with grooved end pipe (IPS) only. Not permitted for use with plain end (IRS) pipe. 4. Series 705W valves are designed for ambient weather conditions as opposed to submersible service. MATERIAL SPECIFICATIONS Body: Ductile iron conforming to ASTM A -536, coated with polyphenylene sulfide blend. Disc: Ductile iron conforming to ASTM A -536, various grades, EPDM coated. Disc Coating: • Grade "E" EPDM EPDM (Green color code). Temperature range -30 °F to +230 °F ( -34 °C to +110 °C). Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI /NSF 61 for cold +86 °F ( +30 °C) and hot +180 °F ( +82 °C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Stem Bearings: Teflon impregnated fiberglass with stainless steel backing. Stem Bearing Nuts: Type 416 Stainless Steel. Tap Plug: Carbon steel, plated. O -Ring: EPDM Bracket: Carbon steel, painted. Actuator: • 2 - 6" (65 - 150 mm): Bronze traveling nut on a steel lead screw, in a steel housing. • 8 - 12" (200 - 300 mm): Steel worm and cast iron quadrant gear, in a cast iron housing. 2 Series 705W FireLock° Butterfly Valve PERFORMANCE The chart expresses the frictional resistance of Victaulic Series 705W in equivalent feet /meters of straight pipe. Valve Size Valve Size Valve Size Actual Actual Nominal Outside Equiv. Nominal Outside Equiv. Diameter Diameter Feet/m Diameter Diameter Feet/m Inches/mm Inches /mm of Pipe Inches/mm Inches /mm of Pipe 2 1 /2 2.875 5 165,1 mm 6.500 8 65 73,0 1,6 (Full Open) 165,1 2,5 (Full Open) 3.000 5 6 6.625 8 76,1 mm 76,1 1.6 150 168,3 2,5 3 3.500 5 8 8.625 11 80 88,9 1,6 200 219,1 3,4 4 4.500 12 10 10.750 12 100 114,3 3.7 250 1 273 3,7 5.500 12 12 12.750 14 139,7 mm 139,7 3,7 300 323,9 4,3 5 5.563 12 125 141,3 3,7 4 CvValues Cv values for flow of water at +60 °F ( + °C) with a fully open valve are shown in the table below. For additional details contact Victaulic. Formulas for CV Values: 2 C Q = Cv x Where: G = Flow (GPM) OP = Pressure Drop (PSI) Cv = Flow Coefficient Valve Size Valve Size Valve Size Actual Actual Actual Nominal Outside Nominal Outside Nominal Outside Diameter Diameter Cv Diameter Diameter Cv Diameter Diameter Cv Inches /mm Inches/mm (Full Open) Incheslmm Inches/mm (Full Open) Inches /mm Inches/mm (Full Open) 2' /z 2.875 5.500 8 8.625 65 73,0 325 139,7 mm 1357 1150 20 0 2161 3400 76,1 mm 3.000 325 5 5.563 1150 10 10.750 5750 76,1 125 141,3 250 273 3 3.500 482 1651 mm 6.500 1850 12 12.750 8300 80 88,9 , 165,1 300 323,9 4 4.500 6 6.625 100 114,3 600 150 168,3 1850 Series 705W Firel-ock® Butterfly Valve ,0. 8 , SWITCH AND WIRING Supervisory Switch 2 1 /2 - 12" (65 - 300 mm) sizes: Series 705W PW — Two, single pole, double throw, pre -wired switches. Switches are rated 10A @ 125 or 250 VAC 60 Hz and 0.25A @ 250 VDC, 0.50A @ 125 VDC, 2.6A @24 VDC Supervisory Switch Wiring A. Pre -wired Switches (1) Switches Supervise Open Valve (2) One switch has two #18 MTW wires per terminal. Permits complete supervision of leads (see diagrams below). Second switch has one #18MTW wire per terminal. This double circuit provides flexibility to operate two electrical devices at separate locations such as an indicating light and an audible alarm in the area at the valve installation. Switch #1 S1 Switch #2 S2 Normally Closed:(2) Blue S Normally Open: (2) Brown Common: (2) Yellow Normally Closed: Blue with Stripe S Normally Open: Brown with Stripe Common: Yellow with Stripe (3) A ground lead, #14MTW is provided (green) ULUSTED JUNCTION B CONDUIT + Y; NPT CONDUIT WNNECTOflS WIFE NVB _ _ W NOTE: Connecting to Common Terminals (Yellow St and Yellow with Orange Stripe -S2), and Normally Closed Terminals (Blues l antl Blue with Orange Stripe - S2); e.g., indicator light and alarm stays on until valve is fully opened; then indicator light and alarm go out. Cap off unused wire, e.g., Brown and Brown with Orange Stripe. Actuator Repair In the unlikely event of an actuator failure, complete actuation replacement is required. ALL REPLACEMENT PARTS MUST BE OBTAINED FROM THE MANUFACTURER TO ASSURE PROPER OPERATION OF THE VALVE. All actuators are supplied with a 1/2" NPT outlet for conduit connection. Care must be taken to ensure water does not enter the actuator through this outlet prior to installation. Water entering the actuator will cause switch malfunctions. This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Series 705W FireLocka Butterfly Valve To: John Hulett (Western States FP) From: Russ Bryant ARGCO Marketing Phone: 877 - 982 -2746 Fax: 303 - 484 -1043 www.argco.com SPRINKLER IDENTIFICATION SIGNS AIR CONTROL 50.10 -010 I I FAWA iviliMlI I y MAI ANTIFREEZE SYSTEM AUXILIARY DRAIN DO NOT CLOSE 1� 11 FIRE DRAIN A so FIRE CONTROL SPRINKLER VALVE -1�1s 50-lo-zz DRAIN VALVE FIRE �ARI 5010 -140 50 -10.22! DRY STANDPIPE FIRE SPRINKLER RISER INSIDE 50- 10.150 50 -10 -221 RE: Submittal Sheet for ARGCO ID Signs IN TNIS BUILDING OPENSPRINKLERCONTROL TEST & DRA J 5 -10 -2 50 -10 -300 IN TNIS SECTION OPEN SPRINKLER DRAIN TEST VALVE 50 -10 -260 50.10 -310 50 -10 -380 LOW POINT DRAIN I OPEN VALVE WATER MOTOR LINE 50- 10-275 50 -10 -312 50 -10 -390 MAINCONT LROLRO SPRINKLER WETSTANDPIPE NORMALLY CLOSED ENTIRE SYSTEM INSPECTORS TEST 1 11 OPEN SPRINKLER 50- 10.070 50 -10 -160 50- -270 50 -10 -297 .020 Aluminum • Holes drilled in corners • Zinc Plated Sign Chain Available Any size or style available. Call for details LA d V To: John Hulett (Western States FP) From: Russ Bryant ARGCO Marketing Phone: 877 - 982 -2746 Fax: 303 - 484 -1043 RE: Submittal Sheet for ARGCO Spare Headboxes SPARE REARGUES All boxes are made out of heavy gauge steel Knockouts and shelf to accomodate any 1/2" or 3/4" heads All- welded construction and full length hinge Powder coated red enamel Slotted for easy mounting with screws, rivets or strapping. 3 Head Box 6 Read Box 12 Bead Box 3. (65 -10 -152) (65 -10 -150) 6 Large Read Box (65- 10 -151A) (65 -10 -151) 1/4 GLOBE VALVE NFPA 13 SEC. 5- 15.3.1. ...EACH GAUGE CONNECTION SHALL BE EQUIPPED WITH A SHUTOFF VALVE AND PROVISION FOR DRAINING. AGF Manufacturing, Inc. provides many different products to address a variety of job conditions. Please contact our office for advice and products modified to solve specific job conditions. Thank you for using our products. ANPT T .44 t.04 0 3.70 (94.0) — 1 1—.39 t.03 GK Oui our AutoCgO AGF MANUFACTURING INC. & on tVisit us 191, loo Quaker Lane JOB NAME:_ at Malvern, PA 19355 USA ARCHITECT: Telephone: (610) 240 -4900 ENGINEER:— _ '! �c Fax: (610) 240 -4906 10/01 vmv.testandrain.conn CONTRACTOR: The AGF Manufacturing, Inc. Model 7500 Pressure Gauge is a Factory Mutual Approved and Underwriters Laboratory Listed 3 gauge designed for use on "wet" sprinkler systems. The AGF Model 7500 has been designed to meet NFPA System Attachments requirements as specified in NFPA 13 Sec. 4 -7.3. The Model 7500 fulfills the installation specifications for a pressure gauge as stipulated in NFPA 13 Sec. 3 -1.1, 3 -7.7, 4- 6.1.2.2, NFPA 13D Sec. 3 -2, and NFPA 13R Sec. 2 -4.3. RANGE 0 -300 psi (inside) 0 -2000 Kpa (outside) ACCURACY ±3 -2 -3% BURDON TUBE Phosphor Bronze WINDOW Polycarbonate one -piece ring and crystal DIAL Galvalume POINTER Aluminum, painted black CASE PGE Xenoy® DX2735 CONNECTION Brass, 1/4" AN PT LM DIMENSIONS IN (87.9 (MM) 6 3.88 nnn (9816) MODEL 7500 E r The AGF Manufacturing Co., Inc. Model 1000 has been designed to provide both the Test Function and the Express Drain Function in a multistory installation. E ■ E In inregrai Tamper resisranr signs glasses Visit us on the lntemt Full range of sizes from 314" to 2 10 DRAIN FRONTVIEWIHORIZONTAL INSTALLATION yl 2 0 DRAIN TO DRAIN ORIFICE SIZE AVAILABLE - 3 /s, 7/16, 1/2, 17132, EL {5/E)', ESPR(3 /4)` DIMENSIONS - INCHES 3/ 1 $1 1 Tf4" 2!f "Avor i T/4 °tot "slzeUnNaonty The Reliable Automatic Sprinkler Co., Inc 52a N. MacQueSten Parkway Mount Vernon, NY 10552 Phone 800.451.1588 www.reliablesprinkler.com APPROVALS. O UL and ULC Listed L`t. FM Approved except 3/4" Q NYC BD. of S&A CAL, No. 720 -87-8M Q CA. State Fire Marshall MATERIAL LIST_ PART; MATERIAL: NAME y STEEL. RALL VAL SEAT S tuiPREGNATM TEFLON S 5 C SPRING .STEEL JOB NAME: ARCHITECT: ENGINEER: enAnrlNU.sa CONTRACTOR. PLAN VIEW I �r�Y TO DRAIN UNITED BRASS WORKS, INC. 714 S. Main St., Randleman, NC 27317 IS09001 Tel: 800 - 334 -3035 Fax: 800 - 498 -4696 www.ubw.com 1111S W ED COMPANY Model 125SUL Globe Valve Soft Disc U & Listed for Fire Sprinkler Service at 250 WOG 200 WOG @ 180 *Max 100% Pressure Tested Threaded Ends • Integral Seat Rising Stem Swivel Disc Holder MATERIAL LIST NO. DESCRIPTION MATERIAL 1 Hex Nut Steel 2 Hand Wheel Aluminum 3 Packing Nut Brass 4 Packing Graphite Non -Asb. 5 Bonnet (%" —I") Bonnet 1' /d' — 2" Brass Bronze 6 Stem & Disc Assm. Brass 7 Disc Buna N 8 Body Bronze Si ze 1 /2 " 3/4 a 1» 1 I / I / �e, A 2.22 2.47 2.97 3.56 4.06 4.69 B 2.03 2.38 2.75 3.00 3.72 3.72 C (closed) 3.38 3.50 4.25 4.75 5.50 5.50 Ship Wt. (lbs.) 0.69 0.94 1.76 2.50 3.26 5.32 Qty. Unit Pack 12 6 6 4 2 2 Qty. Per Case 72 60 36 24 12 12 Hydraulic alculations Submittal Lutheran Medical Center 3 rd and 4 th Floor MOB I Renovation 8300 West 38 Avenue Wheat Ridge, CO 80033 PLANS MUST REMAIN ONSITE DURING CONSTRUCTION Wheat Ridge Fire Protection District Plan reviekmed by Fire Mershal- Douglas J. Saba Intemaiional Fire,Code -Fire Inspector State Certified Fire Suppression Inspector Date: , / 107 Comments: Srr Qsc,, ~q ✓L, c. Prepared by: John Alessio Project Manager J" f. (303) 792 -0022 Cell: (303) 328 -7958 /r Fax: (303) 792-9049 Email: john.alessio @wsfp.us ( July 4, 2007 7026 South Tucson Way Centennial, CO 80112 (303) 792 -0022 Fax (303) 792 -9049 LO 0 0 N N W L co M O M O � n s C O t6 U O J W LL Z Q H Z O C N r W F- c W Z Z J 0' LL K w' CL J z Z Z Q E d ca 7 Z d W w o m' 0 0 0 00 o 0 0 0 m O O O O O O O O O O O O O co LO O O O O O O O 0 0 o a o 0 0 0 0 0 0 0 O 0 O O O O O co N m m o �� O 0I CO � r � O O O Cl) p0 U 0 M M 0 0 N N N O O O W O G _ C C N rn r w a LLI N � N O= C W 2 _ O w a U w F � � n. Tc7 -. o a j W z w J F z a z a F z LL EL 1 < Z) Lu U) L) < LU W z 4 0 U . w W IL IL W LL I C) 0 (0 I 0 C) 0 0 CA LLJ F- LU CL U) C) z C) 0 co -j C) (0 I C) -- - - '-"- 0 O CO 0 C) 0 0 0 0 0 0 0 (D C\j 0 co (D -It C\l 13N 3unSS321d Job Number: 700404 Re ort Description: Light Hazard Job Number Neeinn Engineer 700404 John Alessio Job Neme Phone FA`I Lutheran Medical Center 303 - 328 -7958 303 - 792 -9049 Add,.e I Soute Certifiw4oruU ease Number 8300 W. 38th Ave Olry Slate zipcotle Job Site Wheat Ridge CO 80033 D.m4 Area at Application 0.100gpm /ft' 900.00R (Actual 990.63ft Moat oemandina Sp r1dr, oele Hoae areama 5.6 K- Factor 22.50 at 16.143 0.00 C—.,. Per Sptlnkler Number M 6pringers Calculated 225.00ft 10 System Prasau,e Cemand System Flow oemand 106.658 343.36 TOM Cemend Prer a rre Rerun 343.36 @ 106.658 +11.635 (9.8 %) Si3PPli'>`,. Node Flow(oom) Hose Flow(oom) Static(osi) Residual(psi) Identifier Pressure(psi) K- Factor(K) Flow(corn) 207 1000.56 Pump 120.000 107.000 (Pumps: Static = Residual(dF1. = Ratingl C Chum, 150 135 120 Pump Churn Pressure 1 120.000 343.36 1061.658 1 05 _ 90 S 75 1600.77 63.000 60 S stem demand curve ®® 45 30 15 0 20V0600 800 1200 1600 2000 1000 1400 1800 Water flow, gpm © M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.1.32 07/04/2007 12 :01:50PM Page 1 NIfA� " - 'ill Tl IT Job Number: 700404 Report Description: Light Hazard Job Ni m se- Design Engineer 700404 John Alessio Job Name Suite CeNificatiorsumme Number Lutheran Medical Center AedressI AHU 8300 W. 38th Ave Address Job SR. - City S2b Zlp code OreMnp Name Wheat Ridge CO 80033 WSFP 04 NO FITTINGS.cad 09sroffi.q. WINE � r Most Demanding Sprinkler Data Oc '-, 5.6 K- Factor 22.50 at 16.143 Light Hazard Hose Allowance At Samm Density Nea off4plimation 0.00 0.100gpm /ft 900.00ft (Actual 990.63ft Additional Has. Supplies Number Of Spenders Calculaletl coverege Par SptlnWer Node Flow m 10 225.00ft Autoireek Resure Pressure For Remote Nea(s)AGjacent To Moe Remote Afea Hose At Node 219 1 00.00 Total Hose SVeama 100.00 System Flaw Demand Test Water Required pnnuding Hose Nlaxa sure) 343.36 343.36 Manmum Piraeus Unbalm. In Were 0.000 Manmum VNOaty Above Ground 21.37 between nodes 210 and 177 - Matimum Velocity under Ground Volume opacity a Wet Pipes Volume capeoy of 0, Pipes 1139.96gal Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node m (psi) (psi) m (p si) m (psi) ( 207 Pump 120.000 107.000 1000.56 118.293 343.36 106.658 11.635 (Pumps: Static= Churn, Residualffim Rating) COn[mdor Number Come. Name Contad Tied Corpora Name Phone Erension names I FM Addrem 2 E -mall City from Lp cod. web-Site ©M.E.P.CAD, Inc. Jill AutoSPRINKV VR5 v5.1.32 07/0412007 12:01:53PM Page 2 Job Number: 700404 Report Description: Light Hazard Device Actual Flow m Minimum Flow m K- Factor K Pressure (psi E> Sprinkler 101 22.50 22.50 5.6 16.143 Sprinkler 104 24.16 22.50 5.6 18.614 Sprinkler 102 22.70 22.50 5.6 16.434 Sprinkler 108 25.25 22.50 5.6 20.338 Hose 219 1oo.00 100.00 0 96.664 Sprinkler 105 24.35 22.50 5.6 18.905 Sprinkler 103 23.39 22.50 5.6 17.441 Sprinkler 109 25.48 22.50 5.6 20.696 Sprinkler 106 24.50 22.50 5.6 19.138 Sprinkler 110 25.80 22.50 5.6 21.224 Sprinkler 107 25.23 22.50 5.6 20.301 Gb Most Demanding Sprinkler Data & © M.E.P.CAD, Inc. MAutoSPRINK®VR5 v5.1.32 07/04/2007 12:01:56PM Page 3 �!� f Job Number: 700404 Report Description: Light Hazard Node Elevation Foot Fittin s Pressure s1 Dischar e m 1 - 10' -6 P 5'-0 29.094 165 10' -6 PO 5'-0 33.480 177 10' -6 2fT 10' -5'/ 57.903 192 10' -6 PO 5' -0 29.605 207 -50' -0 P2(-118.203) 106.658 208 -50' -0 PO 12' -0 , PO 26' -4 97.138 210 10' -6 PO12' -3'/. 64.322 217 10' -6 PO 5' -0 36.526 221 10' -6 PO 5' -0 33.993 233 10' -6 PO 5' -0 31.400 238 10' -6 1 PO 5' -0 37.159 254 1 10' -6 1 PO 5' -0 34.407 258 10'-6 PO 5' -0 38.090 261 10' -6 PO 5' -0 36.461 268 10' -6 fT 10' -5Y: 48.495 270 10' -6 PO 6' -0 41.095 271 10' -6 PO 6' -0 39.267 272 10'-6 PO 6' -0 38.847 101 9-0' /. S r - 16.143 16.143 22.50 104 - MY.. S r- 18.614 18.614 24.16 102 9' -0 S r - 16.434 16.434 22.70 215 - 49' -9'h P111.635 - 11.635 343.36 108 9' -oY4 S r - 20.338 20.338 25.25 219 -50' -0 Hose 96.664 100.00 105 9-0%4 S r(-18.905) 18.905 24.35 103 9' -0%4 S r - 17.441 17.441 23.39 109 9' -0' /. S r(-20.696) 20.696 25.48 106 9' -0 %. S pr (-19.138) 19.138 24.50 190 9' -0%4 S r- 21.224 21.224 25.80 107 9' - %. S r - 20.301 20.301 25.23 Eby ©M.E.P.CAD, Inc. ,4 lAutoSPRINKO VR5 v5.1.32 07/0412007 12:01:58PM Page 4 l] Job Number: 700404 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary o••••• Route 1..... DR 1.0490 Q =22.50 8.35 C =120 0.161813 75'- Pf 13.592 101 120 9' -0% 10' -6 q =22.50 K =5.6 16.143 29.094 Spr(- 16.143) 2E(2'-O), PO(5' -0) 9'- 84'- Pe -0.641 Pv BL 1.3800 Q =22.50 4.83 C =120 0.042558 12'- Pf 0.511 120 192 10' -6 10' -6 - 29.094 29.605 12'- C Pe Pv BL 1.3800 Q =45.20 9.70 C =120 0.154694 11' -7Y Pf 1.795 192 233 10' -6 10 29.605 31.400 11' -7 Pe Pv BL 1.3800 Q =68.59 14.71 C =120 0.334585 8' -11 Pf 3.007 233 254 10' -6 10' -6 31.400 34.407 8' -11 Pe Pv BL 1.3800 Q =93.09 19.97 C =120 0.588689 1' -6 Pf 4.440 254 272 10' -6 10' -6 34.407 38.847 PO(6' -0) 6'-C T -6'/ Pe Pv CM 2.1570 0=93.09 8.17 C =120 0.066872 6' -3 Pf 0.420 272 271 10' -6 10' -6 38.847 39.267 6' -3Y Pe Pv CM 2.1570 0= 166.83 14.65 C =120 0.196789 9' -3% Pf 1.828 271 270 10' -6 10' -6 39.267 41.095 9' -3Y Pe Pv CM 2.1570 Q= 243.36 21.37 C =120 0.395690 8'-3 Pf 7.400 270 268 10' -6 10' -6 41.095 48.495 fT(10' -5 %v) 10' -5/ 18' -8'/ Pe -0.000 Pv CM 2.1570 Q= 150.41 13.21 C =120 0.162467 36-11 Pf 9.408 268 177 10' -6 10' -6 48.495 57.903 2fT(10' -5' /x) 20' -11 57' -11 Pe 0.000 Pv CM 2.1570 Q= 243.36 21.37 C =120 0.395690 3' -11 Pf 6.419 177 210 10' -6 10' -6 57.903 64.322 PO(12' -3 /a) 12' -3 16' -2 Pe -0.000 Pv CM 4.2600 Q= 243.36 5.48 C =120 0.0 14387 410'-6 Pf 6.588 210 208 10' -6 -50' -0 64.322 97.138 fT (21' -O% PO(26' -4) 47' -4 457' -10 Pe 26.228 Pv FM 4.2600 Q= 343.36 7.73 C =120 0.027199 350'-C Pf 9.520 208 207 -50' -0 - -50' -0 97.138 106.658 350'-C Pe Pv Pump Flow Velocity Pressure 207 215 Q= 343.36 2.20 Q= 343.36 2.20 106.658 - 11.635 Rating: 107.000 @ 1000.56 Churn Pressure: 120.000 o••••• Route 2 ..... DR 1.0490 Q =22.70 8.43 C =120 0.164504 75 13.818 102 192 9' -0 10' -6 q =22.70 K =5.6 16.434 29.605 Spr(- 16.434) 2E(2'-O), PO(5' -O) 9'- 84'- Pe -0.647 Pv o••••• Route 3 ..... DR 1.0490 Q =23.39 8.68 C =120 0.173811 75'- Pf 14.600 103 233 9' -OY< 10' -6 q= 23.39 K =5.6 17.441 31.400 Spr(- 17.441) 2E 2'-0 , PO(5' -O) 9'- 84'- Pe -0.641 Pv e••••• Route 4 ..... DR 1.0490 Q =24.16 8.97 C = 120 0.184601 75'- Pf 15.506 104 165 9' -0 10' -6 q =24.16 K =5.6 18.614 33.480 Spr(- 18.614) 2E(2'-O), PO(5' -0) 9'- 84'- Pe -0.641 Pv SL 1.3800 Q =24.16 5.18 C =120 0.048551 10'- Pf 0.514 165 221 10 10' -6 33.480 33.993 10'- Pe Pv BL 1.3800 Q =48.51 10.41 C =120 0.176287 14'- Pf 2.468 221 261 10' -6 10' -6 33.993 36.461 14'- Pe Pv BL 1.3800 Q =73.74 15.82 C =120 0.382564 1' Pf 2.805 261 271 10' -6 10' -6 36.461 39.267 PO(6' -0) 6'- 7' Pe Pv �••••• Route 5 ..... DR 1.0490 Q =24.35 9.04 C =120 0.187263 75'-q Pf 15.730 105 221 9' -0'% 10' -6 q =24.35 K =5.6 18.905 33.993 Spr(- 18.905) 2E(2' -0), PO(5' -0) 9'-q 84'- Pe -0.641 Pv o••••• Route 6 ..... DR 1.0490 Q =24.50 9.09 C =120 0.189402 75'-q Pf 15.910 106 254 9' -0'% 10' -6 q =24.50 K =5.6 19.138 34.407 Spr(- 19.138) 2E(2'-O), PO(5' -O) 9'-q 84'- Pe -0.641 Pv a ..... Route 7 ..... DR 1.0490 Q =25.23 9.37 C =120 0.200022 75'-q Pf 16.802 107 261 9' -0' /< 10' -6 q =25.23 K =5.6 20.301 36.461 Spr(- 20.301) 2E(2' -0), PO(5' -0 9'- 84'- Pe -0.641 Pv & CM.E.P.CAD, Inc. jjAutoSPRINK@VR6 V5.1.32 07/04/2007 12:02:OOPM Pages Job Number: 700404 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K- Factor Pf Pn Fittings Eq. Length Total Len th Summary o••••• Route 8 ..... DR 1.0490 Q =25.25 9.38 C =120 0.200357 75'- Pf 16.830 108 217 9' -0%s 10' -6 q =25.25 K =5.6 20.338 36.526 Spr(- 20.338) 2E(2' -O), PO(5' -0) 9'- 84'- Pe -0.641 Pv BL 1.3800 Q =25.25 5.42 C =120 0.052695 12'- Pf 0.632 217 238 10' -6 10' -6 36.526 37.159 12'- Pe Pv BL 1.3800 Q =50.73 10.88 C =120 0.191509 4' -10'/ Pf 0.931 238 258 10'-6 10' -6 37.159 38.090 4' -10 Pe Pv BL 1.3800 0=76.53 16.42 C =120 0.409755 1' Pf 3.005 258 270 10'-6 10' -6 38.090 41.095 PO(6' -0) 6'- 7' Pe Pv o••••• Route 9 ..... DR 1.0490 Q =25.48 9.46 C =120 0.203619 75'- Pf 17.104 109 238 9' -OYI 10' -6 q =25.48 K =5.6 20.696 37.159 Spr(- 20.696) 2E(2'-O), PO(5' -0) 9'- 84'- Pe -0.641 Pv o••••• Route 10 ..... DR 1.0490 Q =25.80 9.58 C =120 0.208419 75'- Pf 17.507 110 258 9' -0' /. 10'-6 q =25.80 K =5.6 21.224 38.090 Spr(- 21.224) 2E(2' -O), PO(5' -O) 9'- 84'- Pe -0.641 Pv o••••• Route 11 ..... DY 2.4690 Q= 100.00 6.70 C =120 0.039544 0'-q Pf 0.475 219 208 -50' -0 -50' -0 q= 100.00 96.664 97.138 Hose PO(12' -0) 12'- 12'- Pe Pv r.••••• Route 12 ..... CM 2.1570 Q =92.95 8.16 C =120 0.066687 105'-4'/ Pf 9.408 268 177 10'-6 10' -6 48.495 57.903 3fT(10' -5'/: ), fE 4' -3'/. 35' -8% 141' -1 Pe 0.000 Pv I P w i Actual Inside Diameter 4 Schedule 40 Steel Pipe Inside Diameter ) = Factor Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 b& © M.E.P,CAD, Inc. 11 AutoSPRINK® VR5 v5.1.32 07/04/2007 12:02 :OOPM Page 6 I !C f Job Number: 700404 cription: Liqht Hazard Summary AO Arm -Over Diameter Inch BL Branch Line Elevation Foot CM Cross Main Flow - gpm DN Drain Discharge gpm DR Drop Velocity fps DY Dynamic Pressure psi FM Feed Main Length Foot FR Feed Riser Friction Loss psi /Foot MS Miscellaneous HWC Hazen - Williams Constant OR Outrigger Pt Total pressure at a point in a pipe RN Riser Nipple Pn Normal pressure at a point in a pipe SP Sprig Pf Pressure loss due to friction between points ST Stand Pipe Pe Pressure due to elevation difference between indicated UG Underground Pv Velocity pressure at a point in a pipe AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22'/z Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node 1T FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD, Inc. � NAutoSPRINKO VR5 v5.1.32 07/04/2007 12:02:OOPM Page 7 Job Number: 700404 Pump at Node 207 System Demend 343.36 @ 106.658 System ocmand (including Huse A 343.36 (a 106.658 & 0M.E.P.CAD, Inc. ffl AutoSPRINKV VR5 V5.1.32 07/04/2007 12:02:04PM Page 150 135 120 Pump Churn Pressure 120.000 343.36 @ 106.658 105 g0 N 6 = 75 N N a 1600.77 @ 63.000 60 System demand curve 45 30 15 0 0200 400 600 800 1000 1200 1400 1600 1800 2000 Water flow, gpm nydnu4c cmm Chum Pull Pump at Node 207 120.000 Slallc PSessunc Shirk• Chum Pressure 0.000 120.000 Resldusl Pmssum 0.00 Ca) 0.000 System Demend 343.36 @ 106.658 System ocmand (including Huse A 343.36 (a 106.658 & 0M.E.P.CAD, Inc. ffl AutoSPRINKV VR5 V5.1.32 07/04/2007 12:02:04PM Page 9 p t Job Number: 700404 oa Report Description: Light Hazard dae Number Dea"en sneinaer 700404 John Alessio Job Neme Phmrm FA% Lutheran Medical Center 303 - 328 -7958 303 - 792 -9049 A fcf—,1 State CeNfloaMmUcenae Number 8300 W. 38th Ave Aedrea AHJ city Stale ZiD COEe Joe Slte Wheat Ridge CO 80033 ea ., MIN oem"y ores 0Appiiwtion 0.100gpm /ft 900.00ft (Actual 978.02ft Most Oe.malinp Sprinkler Data Hose Stru me 5.6 K- Factor 22.50 at 16.143 0.00 C-ma9e Per spook"' Number Of Sp inklws Celculatetl 225.00ft 10 sysm. Presaure Demand syatam Flow Demeter 53.150 335.36 Total Demand Presaure Remn 335.36 @ 53.150 +65.220 (55.1%) m.,a �.J�!! =�'i Node Flow(gnm) Hose Flow(ripm) Static (psi Residual(psi) Identifier Pressure(psi) K- Factor(K) Flow(gnm) 207 1000.56 Pump 120.000 107.000 (Pumps: Static = Chum, R�e = Rating) ',µ .. ..`2 1 ry, r. . 'I ��gtd..��:Y. . R ta,lrli`�'"'t..•.. vY'r:'.'M; u. 150 135 120 Pump Churn Pressure 120.000_ -- 105 y 90 u 2 `• `. � 1 600.77 63.000 • _.. M1 " yt. o_ 60 3536 53.150 30 S stem demand curv 15 0 1 p 200-0600 800 1000 1200 1400 1600 1800 2000 Water flow, gpm @M.E.P.CAD, Inc. } AutoSPRINK®. VR5 v5.1.32 07/04/2007 12:00:02PM. Page 1 Job Number: 700404 uN� 11999 Re ort Description: Light Hazerd Job Number Cealam Engineer 700404 John Alessio Job Name auto GaidificatioMleense Number Lutheran Medical Center Md.. 1 AHJ 8300 W. 38th Ave Address Job SR. Crty Slate Zip CORe Diane, Name Wheat Ridge CO 80033 WSFP 04 NO FITTINGS.cad On Meet Dura br, Sprinkler Data Ccagnry 5.6 K -Factor 22.50 at 16.143 Light Hazard Has. Momma At si—ad Density Area.1 Application 0.00 0.100gpm /ft' 900.00ft' (Actual 978.02ft Additional Hasa Supplies Number Of Siefribn calculated Coverage Per Sprinkler Node Flow m 10 225,00ft' Hose At Node 219 100.00 Mistook Results: Pressure For Remote Amts) Adjacent To Most Remote Area Total Head Streams 100.00 System Flew Demand Total WalttRequbei (InduEing Hcse Pllawencej 335.36 335.36 Maximum Pres a ule Unbalance In loops 0.000 ..Imum Vtlociry Pbova Ground 20.66 between nodes 227 and 196 Maximum vebaty Under ..unit Volume capadly of Wet Pipes veI ca'scq or On Rlpas 1139.96gal �lIrC .# i I }H LS I£���Rt3N, d �' +h)k tf�(NIR.. 3 .its;. Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node m (psi) si m (psi) ( m (psi) (psi 207 Pump 120.000 107.000 1000.56 1 118.370 335.36 53.150 65.220 (Pumps: Static = Churn, ResidualQFloW = Rating) • tiF y )i -l;, S 4I I {.. ut:. ` ,q n .. 'ma.,RU l am , 'k�.O C,,t,dor Number Contact Name Contad Ties Contactor Name phone Edension Add.,, FAX Melissa E -mail Cily State zip code webSits & CM.E.P.CAD, Inc. %j AutoSPRINK®VR5v5.1.32. 07/0412007 12:00:07PM Paget ii Job Number: 700404 Report Description: Light Hazard Device Actual Flow m Minimum Flow m K- Factor - K Pressure. (psi Hose 219 100.00 100.00 0 43.561 Sprinkler 205 23.39 22.50 5.6 17.451 Sprinkler 206 23.57 22.50 5.6 17.711 Sprinkler 212 24.47. 22.50 5.6 19.095 Sprinkler 213 25.49 22.50 5.6 20.726 Sprinkler 202 22.71 22.50 5.6 16.439 Sprinkler 211 23.80 - 22.50 5.6 18.070 Sprinkler 201 22.50 22.50 5.6 16.143 Sprinkler 203 22.73 22.50 5.6 16.471 Sprinkler 204 22.97 22.50 5.6 16.822 Sprinkler 209 23.73 22.50 5.6 17.960 C> Most Demanding Sprinkler Data & 0 M.E.P.CAD, Inc. MAutoSPRINK ®VR5v5.1.32 .07/04/2007 12:00:10PM Page 3 Job Number: 700404 Report Description: Light Hazard Node Elevation Foot Fittin s PressuZ'1988'3 Dischar e m 196 10' -6 2E 6' -1'4 , 2fT 10' -5'h 207 -50' -0 P2 - 118.279 53.150 208 -50' -0 PO 12' -0 , PO 26' -4 44.036 226 -50' -0 fE 8' -11' /z 37.178 227 10' -6 PO12' -3'/. 53.017 304 10' -6 fT 10' -511: 36.204 338 10' -6 PO 5' -0 22.998 340 10' -6 PO 5' -0 23.343 342 10' -6 PO 5' -0 25.179 345 10' -6 PO 6' -0 28.291 348 10' -6 PO 6' -0 28.069 350 10' -6 1 PO 5' -0 27.272 389 10' -6 1 PO 5' -0 21.230 391 10' -6 1 PO 5' -0 21.653 393 1 10' -6 1 PO 5' -0 23.819 396 1 10' -6 1 PO 6' -0 26.908 419 10' -6 1 PO 5' -0 21.696 421 10' -6 PO 5' -0 22.162 423 10' -6 PO 5' -0 23.963 426 10' -6 PO 6' -0 26.725 215 - 49' -9'h P165.220 - 65.220 335.36 219 -50' -0 Hose 43.561 100.00 205 9' -0 S r - 17.451 17.451 23.39 206 V -0114 S r - 17.711 17.711 23.57 212 9-0 S r - 19.095 19.095 24.47 213 V -0' /4 S r - 20.726 20.726 25.49 202 V -0114 S r - 16.439 16.439 22.71 211 9-01/4 S r - 18.070 18.070 23.80 201 9-0 S r - 16.143 16.143 22.50 203 9' -0 S r - 16.471 16.471 22.73 204 9-0 S r - 16.822 16.822 22.97 209 9-01/4 S r - 17.960 17.960 1 23.73 & © M.E.P.CAD, Inc. 'iijIl AutoSPRINK® VR5 v5.1.32 07/04/2007 12:00:12PM Page 4 !1 Job Number: 700404 Report Description: Light Hazard Pipe Type - Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary ..... Route I. • DR 1.0490 Q =22.50 8.35 C =120 0.161813 26' -4'/ Pf 5.728 201 389 -- 9' -01. 10'-6 q =22.50 K =5.6 16.143 21.230 Spr(- 16.143) 2E(2' -O), PO(5' -O). 9 1 - 35' -4'/ Pe -0.641 Pv BL 1.3800 Q =22.50 4.83 C =120 0.042558 9' -11Y Pf 0.423 389 391 10' -6 10' -6 21.230 21.653 9' -111 Pe Pv BL 1.3800 Q =45.21 9.70 C =120 0.154718 14'- Pf 2.166 391 393 10' -6 10' -6 21.653 23.819 14'- Pe Pv BL 1.3800 Q =69.01 14.80 C =120 0.338398 3' -11 Pf 3.089 393 396 10' -6 10' -6 23.819 26.908 PO(6' -0) 6' -0 9' -11 Pe Pv CM 2.1570 Q= 138.44 12.15 C =120 0.139355 8'-4 Pf 1.161 396 348 10' -6 10 - 26.908 28.069 8'4 Pe Pv CM 2.1570 Q= 163.93 14.39 C =120 0.190516 1' -2 Pf 0.222 348 345 10' -6 10' -6 28.069 28.291 1' -2 Pe Pv CM 2.1570 Q= 235.36 20.66 C =120 0.371981 10' -9'/ Pf 7.913 345 304 10' -6 10' -6 28.291 36.204 fT(10' -5%) 10' -5Y 21' -3'/ Pe Pv CM 2.1570 Q= 126.09 11.07 C =120 0.117243 60' -6/ Pf 10.778 304 196 10' -6 10' -6 36.204 46.983 fE(4'- 3'/,), 26(10' -5%), E(6-1'/. 31' -0 91' -111 Pe 0.000 Pv CM 2.1570 Q= 235.36 20.66 C =120 0.371981 3' -11 Pf 6.035 196 227 10' -6 10'-6 46.983 53.017 PO(12' -3'/.) 12' -3'/ 16' -2 Pe Pv FR 4.2600 Q= 235.36 5.30 C =120 0.013525 38'- Pf 0.635 227 226 10' -6 -50' -0 53.017 37.178 fE(8' -11%) 8' -111 46' -111 Pe - 16.474 Pv FM 4.2600 Q= 235.36 5.30 C =120 0.013525 480'-q Pf 6.857 226 208 -50' -0 -50' -0 37.178 44.036 PO(26' -4) 26' 507'-Q Pe Pv FM 4.2600 Q= 335.36 7.55 C =120 0.026040 350'- Pf 9.114 208 207 -50' -0 -50' -0 44.036 53.150 350'- Pe Pv Pump Flow Velocity Pressure 207 215 Q= 335.36 Q= 335.36 2.15 2.15 53.150 - 65.220 Rating: 107.000 @ 1000.56 Churn Pressure: 120.000 o••••. Route 2 ..... DR 1.0490 Q =22.71 8.43 C =120 0.164554 26'-7 Pf 5.855 202 391 9' -0' /. 10' -6 q =22.71 K =5.6 16.439 21.653 Spr(- 16.439) 2E(2' -0), PO(5' -0) 9'-C 35'- Pe -0.641 Pv v••••• Route 3 ..... DR 1.0490 Q =22.73 8.44 C =120 0.164853 26'- Pf 5.866 203 419 9' -0% 10' -6 q =22.73 K =5.6 16.471 21.696 Spr(- 16.471) 2E(2' -O), PO (5' -0) 9'-0 35'-7 Pe -0.641 Pv BL 1.3800 Q =22.73 4.88 C =120 0.043357 10'- Pf 0.466 419 421 10' -6 10' -6 21.696 22.162 10'-9 Pe Pv BL 1.3800 Q =45.70 9.80 - C =120 0.157837 11 1 - Pf 1.801 421 423 10'-6 10' -6 22.162 23.963 1 V-5 Pe Pv BL 1.3800 Q =69.43 14.89 C =120 0.342199 2' -0'/ Pf 2.762 423 426 10 10' -6 23.963 26.725 PO(6' -0) 6'-0 8' -0'/ Pe Pv CM 2.1570 Q =69.43 6.10 C =120 0.038872 4' -81 Pf 0.183 426 396 10' -6 10' -6 26.725 26.908 4' -8 1 /2 Pe Pv ®••••• Route 4••••• DR 1.0490 Q =22.97 8.53 C =120 0.168095 26'-j Pf 5.981 204 421 9' -0% 10' -6 q =22.97 K =5.6 16.822 22.162 Spr(- 16.822) 2E(2' -0), PO(5' -O) 9'- 35'- Pe -0.641 Pv o••••• Route 6..... DR 1.0490 Q =23.39 8.68 C =120 0.173903 26-7 Pf 6.188 205 338 9' -0Y< 10' -6 q =23.39 K =5.6 17.451 22.998 Spr(- 17.451) 2E(2' -O), PO(V -0 ) 9'-0 35' -7 Pe -0.641 Pv BL 1.3800 Q =23.39 5.02 C =120 0.045738 7' -6 Pf 0.345 338 340 10' -6 10' -6 22.998 23.343 7' -6/ Pe Pv 6& @ M.E.P.CAD, Inc. jjj AutoSPRINK®VR5 v5.1.32 07/04/2007 12:00:14PM Page 5. Job Number: 700404 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.3800 Q =46.96 10.07 C =120 0.166017 11' -0'/ Pf 1.836 340 342 10' -6 10'-6 23.343 25.179 11' -0'/ Pe Pv BL 1.3800 Q =71.43 15.32 C =120 0.360693 2' -71/ Pf 3.112 342 345 10' -6 10' -6 Z5 .179 28.291 PO(6' -0) 6- 8' -71/ Pe Pv �.••••• Route 6 ..... DR 1.0490 Q= 23.57 8.75 C =120 0.176296 26'- Pf 6.273 206 340 9' -01/4 10' -6 q =23.57 K =5.6 17.711 23.343 Spr(- 17.711) 2E(2'-O), PO(5' -0) 9'- 35'- Pe -0.641 Pv o••••• Route 7 ..... DR 1.0490 Q =23.73 8.81 C =120 0.178589 28' -21/ Pf 6.645 209 423 9' -0% 10' -6 q =23.73 K =5.6 17.960 23.963 Spr(- 17.960) 2E(2'-O), PO(5' -0) 9'- 37'-21/ Pe -0.641 Pv v••••• Route 8..... DR 1.0490 Q =23.80 8.84 C =120 0.179599 26'- Pf 6.391 211 393 9' -01/4 10' -6 q =23.80 K =5.6 18.070 23.819 Spr(- 18.070) 2E(2' -0), PO(5' -0) 9'- 35'- Pe -0.641 Pv v••••• Route 9 ..... DR 1.0490 Q =24.47 9.08 C =120 0.189005 26'- Pf 6.725 212 342 9' -01/4 10' -6 q =24.47 K =5.6 19.095 25.179 Spr(- 19.095) 2E(2' -0), PO(5' -0) 9 36- Pe -0.641 Pv o••••• Route 10 ..... DR 1.0490 0=25.49 9.46 C =120 0.203891 26'- Pf 7.187 213 350 9' -01/4 10' -6 q =25.49 K =5.6 20.726 27.272 Spr(- 20.726) 2E(2' -0), PO(5' -O) 9'-0 35'-3 Pe -0.641 Pv BL 1.3800 Q =25.49 5.47 C =120 0.053625 8' -101/ Pf 0.798 350 348 10' -6 10' -6 27.272 28.069 PO(6' -0) 6'-0 14' -101/ Pe Pv o••••• Route 11 ..... DY 2.4690 Q= 100.00 6.70 C =120 0.039544 0'- Pf 0.475 .219 208 -50' -0 -50' -0 q= 100.00 43.561 44.036 Hose PO(12' -0) 12'- 12'- Pe Pv o••••• Route 12 ..... CM 2.1570 Q= 109.27 9.59 C =120 0.089955 82' -3 Pf 10.778 304 196 10' -6 10' -6 36.204 46.983 36(10' -51/:), E(6' -1'/4) 37' -6 119' -9'/ Pe 0.000 Pv w:,4 ( ,m ihNwves ...19' Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter Y) 4.87 ) = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 & 0 M.E.P.CAD, Inc. jj1AutoSPRINK0VR5 v5.1.32 07/04/2007 12:00:14PM Page 6 FU T ] Job Number: 700404 1!1LJ Keport vesuiPuon: uguL nacaiu Summary AO Arm -Over Diameter Inch BL Branch Line Elevation Foot CM Cross Main Flow gpm DN Drain Discharge gpm DR Drop Velocity fps DY Dynamic Pressure psi FM Feed Main Length Foot FR Feed Riser Friction Loss psi/Foot MS Miscellaneous HWC Hazen - Williams Constant OR Outrigger Pt Total pressure at a point in a pipe RN Riser Nipple P Normal pressure at a point in a pipe SP Sprig Pf Pressure loss due to friction between points ST Stand Pipe P Pressure due to elevation difference between indicated UG Underground Pv Velocity pressure at a point in a pipe k 0 M.E.P.CAD, Inc. al9AutoSPRINK®VR5v5.1.32 AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve - E 90° Elbow EE 45' Elbow Eel 11'/P Elbow Ee2 22%* Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node tT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant UE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 07/04/2007 12:00:14PM Page 7 4 0 , NHE4;- City of Wheat Ridge Comm. Fire Sprinkler PERMIT. - 070741 .PERMIT NO: 070741 ISSUED: 07/20/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 01/16/2008 DESCRIPTION: 2nd floor education a fire sprinkler system. * ** CONTACTS * ** owner ELMC gC 303/792 -0022 _ 01 -7809 API /.dba: Western States Fire ** PARCEL INFO.* ZONE CODE :' phd USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ * *. FEE SUMMARY ** ESTIMATED PROJECT VALUATION:. 20,000.00 - FEES Permit .Fee 417.70 .Total Valuation .00 Use Tax .360.00 ** TOTAL ** 777.70 Comments 7/12/07: Approved by WR Fire Dept. .7/20/07.: - Approved as..rioted by Fire. I hereby certify that the setback distances proposed by this permit application are accurate, . and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements._ shown, and allegations .made are accurate; that I have read and agree to abide by all conditions .. printed on this = application and that I assume full responsibility for compliance with the Wheat Ridge Building .Code - ..(I.B.C) -. and all other applicable W at Ridg Ordinances, for work under this permit. . Plans subject to field inspection. Si nature of contractor /owner ' ate 1., This permit was issued in accordance With the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado . or any other . applicable ordinances of the City. 2.. This permit shall expire 180 days from the issue date. Requests for an extension must be received . prior to expiration date. An extension may be granted at the discretion of the Building Official- 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or it suspension or abandonment exceeds one (1): year, :. full fees shall j` be paid for a new permit. 4. No work of any manner shall be done.that will change the natural flow of water' causing a drainage. problem.. 5. Contractor shall notify the Building Inspector twenty -four '(24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. -, 6. The issuance a permit or the approval of drawings and specifications . shall. not be construed to be - a permit for, nor an approv Y any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. r? A11 ew is subject to field inspections. Signatu of Chief Building Official date a; INSPECTION. REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 i - .REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. r F i f WHEgT i, City of Wheat Ridge Building Permit Number: ° Community Development Department Date: DO(ORP00 keF..G.4,r r aj] ���, },.'r� -r�, y'� Property Owner: f3y.Zr (� r t ed • /��ce :o C7, R y Property Address. , &,,c-t UtL' A c , ,- Phone: ,, Contractor License No,; evi *ej" ; � cX y f � 35i- 27�b Company: G✓ C '{ Phone�C� OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Dept. Valuation Figure: $ ,9tr_ iC)0.0 2 1 hereby certify that the setback distances proposed by this permit application are s accurate, and do not violate applicable ordinances, rules or regulations of the City of I Wheat Ridge or covenants, easements or restrictions of record; that all measurements VS.iUe: $ ; . shown, and allegations made are accurate; that I have read and agree to abide by all PETTTllt Fee:$ b conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code(I.B.C) and all other applicable Wheat ` : Plan Review Fee:$. r, r Ridge Ordinances, for work under this permit. Plans subject to field inspection. U se Tax: (OWNER)(CONTRACTOR). SIGNED I L/ l DATE T1��1 W.$'J Total:$ (OWNER)(CONTRACTOR):PRINTED DATE J, Use of Space (description): 6e; 0 is (JJ,`u Description of work: F ,r 5 kW ;7A-z rA Sq. Ft. added ` BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: i ONINGCOMMENTS: y .Approval' Zoning: M oP2av6 � A/M4 &Y ig IZ6 BUILDING COMMENTS: T777 TL/ - Approval 7/'Z4/017 yy r ypc3 JUL PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: re +, Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No' Mechanical License No: Co Company: p Y Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Ap (1) This permitwas issued in accordance with the provisions set forth in your application and Is subject to the laws ofthe State of Colorado and to the Zoning- Regulations -aW Building Codes of Wheat Ridge, Colorado orany other applicable ordinances of 7 the City... (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building ..authorized is suspended or abandoned for a period of 180 days (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension orabandonment has not exceeded one '(1) year. If changes have been or If suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty -four. (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a for, permit nor an i approval of, anyviolation ofthe provisions ofthe building codes orany otherordinance, law, rule or regulation.. All plan review is subject to field inspections. / +' I Chief Buildinq Official Application Date: 10 0 7 OF Permit No. Wheat Ridge Fire Protection District P.O. Box 507 • 3880 Upham Street • Wheat Ridge, Colorado 80034 -0507 303 - 403 -5900 Office • 303 - 940 -0350 Fax • www.wrfiire.org \! Contractor Information Site Information 7�Name: A� Me -1,4 XAddress: $,306 t `Agent: p n rS E. "t? I s •^ ! ' Address: va i .0 T_ A (..+..A- -t Business: L'X� „ P Lu ra �tzol,`er PCZ '��I Cp, r( Pnra.� 4 (.f> koid.) Contact: �_I Atc)c C, Phone: i a p }9,). —p 0 9 c l Phone: I attest the above information to be accurate. I have received and reviewed the Inspection Compliance and the Fee Schedule. This permit is the property of the Wheat Ridge Fire Protection District and is issued subject to conditions contained herein. Upon any failure of any condition including failure of clearance of any permit payment, this permit is subject to immediate revocation and the permit must be returned upon demand to a representative of the Wheat Ridge Fire Protection District. Signature of Applicant: r OTICE: If construction is started prior to the issuance of a permit, INSPECTION BY FIRE PROTECTION DISTRICT REQUIRED? Post this permit in a conspicuous place. Request required inspections a minimum times the normal fee will be assessed. ❑ NO advance at 303403 -5902. Date Paid Amt. Paid Method Initials ❑ Total Bldg. ❑ Alteration ❑ New ❑ Partial ❑ Other: Field Inspections and Dates: Hydrostatic Tests and Dates: Comments: FIRE PROTECTION DISTRICT APPROVAL IS REQUIRED PRIOR TO THE ISSUANCE OF THIS PERMIT. (TI ED AS SUBMITTED [a ON LY APPROV (See m ents.) BY TITLE /� %rr /y�� / DATE TYPE OF PERMIT Tank Inspection FORMULA (see fee schedule sheet) No. of Tanks= FEES Review Alarm System Plans System Value= Review Sprinkler System Plans System Value= Frr. > TOTAL FEES DUE Review Misc. System Plans System Value= Review Building Plans Valuation= Special Handling or Use Plans Valuation= TOTAL FEES DUE Date Paid Amt. Paid Method Initials ❑ Total Bldg. ❑ Alteration ❑ New ❑ Partial ❑ Other: Field Inspections and Dates: Hydrostatic Tests and Dates: Comments: FIRE PROTECTION DISTRICT APPROVAL IS REQUIRED PRIOR TO THE ISSUANCE OF THIS PERMIT. (TI ED AS SUBMITTED [a ON LY APPROV (See m ents.) BY TITLE /� %rr /y�� / DATE FINAL APPROVAL Date Paid Amt. Paid Method Initials X M a H G) M H X M M a X O M n w 0 z v N X N n M a M X 3 M BY TITLE DATE TYPE OF PERMIT Site Assessment (Re- Submittal) I FORMULA (see fee schedule sheet) INo. of Sites FEES Plan Revision (Re- Inspect) I No. of Hours After hours inspection 12 Hours + No. of Hours TOTAL FEES DUE FINAL APPROVAL Date Paid Amt. Paid Method Initials X M a H G) M H X M M a X O M n w 0 z v N X N n M a M X 3 M BY TITLE DATE WHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 507 • 3880 UPHAM STREET • WHEAT RIDGE, COLORADO 80034.0507 303 - 403 -5900 • FAX 303. 940 -0350 WWW.WRFIRE.ORG Western States Fire July 12, 2007 Robert Merlmo 7026 South Tucson Way Centennial, Colorado 80112 Re: 8300 West 38 Ave., Exempla Lutheran Medical Center Fire Sprinkler. The following requirements are made under the 2003 International Fire Code and N.F.P.A. 10 adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. NOTE. ALL CONTRACTOR VEHICLES AND DELIVERS FOR CONTRACTORS SHALL NOT BE PARKED IN THE FIRE LANES AT ANY TIME. A CITY TRAFFIC SUMMONS WILL BE ISSUED AND THE VEHICLE WILL BE TOWED AT THE OWNERS EXPENSE. CONSTRUCTION 1. A two hour/ Two Hundred P.S.I. Test shall be performed and scheduled with the Fire Marshal. 2. Plans shall be submitted to the Fire District for the following; • Change orders for the approved submitted plans. 3. All construction dumpsters shall be a minimum of 20 feet form any structure. 4. All Fire Lanes shall remain clear of construction vehicles at all times of construction. 5. All Fire Alarms shall remain in- service while work is being performed. The Fire District shall be notified of any shut down of these systems. 6. A required fire extinguisher with a minim rating of 2A -40BC shall be within 10 feet of all "HOT WORK OPERATION". 7. Smoke Zone updates shall be coordinated with Exempla staff and the electrical contactors. 8. All doors off of the rated corridor shall have self - closing door devices. 9. All fire caulking shall be the depth of the opening. 1O.An emergency phone shall be supplied by the General contractor for job site emergencies. 11. All inspections shall be scheduled through the Fire District and the City Building Department. A minim of 24 Hour notice. 12. Copies of requirements for submittals of sprinklers are attached to this plan review. 13.All keys to rooms shall be supplied to the Fire District for the required Knox Box. (Master keys shall match existing.) 14.Fire drills shall be performed with all workers on a quarterly basis and logged. The log book shall be available for inspection at any time. 15.The Life Safety Code shall be adhered to at all times. (For copies contact me at the Fire District.) 16.The Fire District shall be notified during all rough -in inspections and final inspection with a 48 hour notice before. 17.All "HOT WORK' operations shall have a required fire extinguisher with a minim rating of 4A -60BC within 20 feet. 18.A required "200 psi. /two hour test ", shall be performed with the Fire District present. 19.All sprinkler heads shall be incompliance with the Fire Safety Director Tom McDowell at Lutheran Facilities. 20. Specifications for the sprinkler heads shall be forwarded to the Fire District for approval. (No specifications were sent to the Fire District for review and approval. 21.Plans were not to scale when submitted and may be subject to changes during the required rough -in inspection. Any questions regarding this plan review please contact the Fire District or myself Reviewed by, Douglas Fire Marshal Fire Code Inspector # 5083898 -66 Material Submittal FOR Lutheran Medical Center Clinical IST & Education Center 2nd Floor Tower 8300 West 38 Avenue Wheat Ridge, CO 80033 APPROVED subjeet to Field Inspections Wheat Ridge Building Dept. e.` � ' f v Signed.. ..........:...Plan Checker Tenant Finish Wheat Ridge Fire Protection ict r. reviewed by Fire Marehal- Douglas l Saba Intemaiional Fire Code-Fire dift I n inspector State Ceed Fire Suppressi )ate: Comments. Prepared by: Jeff Hagan Project Manager Western States Fire Protection Co. 7026 S. Tucson Way Centennial, CO 80112 (303) 792 -0022 Fax (303) 792 -9049 Email jeff.hagan@wsfp.us WSFPC #17647 July 5, 2007 MATERIAL INDEX ** Denotes not Submitted (Manufacturer's vary) Because of the current escalation occurring with steel, WSFP reserves the right to substitute pipe as required to meet project schedules. Description Model Manufacturer I. Sprinkler Heads A. Standard Spray Recessed Pendent F1SR Reliable B. Standard Coverage Quick Response Concealed Sprinklers G4A Reliable II. Pipe — 1 -1/4" and smaller threaded A. Black Schedule 40 Pipe ASTM A 795 Varies ** HI. Threaded Fittings — 2" and larger A. Mechanical Tee Style 920/92ON Victaulic IV. Screwed Fittings A. Black Class 125 Cast Iron ANSI B16.4 Varies ** B. Class 150 Malleable Iron ANSI B 16.3 Varies ** V. Pipe Hangers (Per NFPA -13) A. Top Beam Clamp Fig. 68 Tolco B. Drop In Anchor HDI -P Hilti C. All Thread Rod Fig. 99/100 Tolco D. Adjustable Ring Hanger Fig. 200 Tolco ** Denotes not Submitted (Manufacturer's vary) Because of the current escalation occurring with steel, WSFP reserves the right to substitute pipe as required to meet project schedules. Bulletin 117Rev.R Model F1 Model F1 Recessed Standard Response Sprinklers The Designer" Model F1 Sprinkler Standard Upright Standard Pendent Extended Coverage Pendent Conventional Vertical Sidewall Horizontal Sidewall —HSW 1 Deflector Horizontal Sidewall Extended Coverage — EC -6 Deflector The DesigneAl Model F1 Recessed Sprinkler Recessed Pendent Recessed Extended Coverage Pendent Recessed Extended Coverage Horizontal Sidewal Approval Organizations 1. Underwriters Laboratories Inc. 2. Underwriters' Laboratories of Canada 3. Factory Mutual Research Corp. 4. Loss Prevention Council 5. NYC BS &A No. 587 -75 -SA 6. Pleniere Assemblee 7. Verband der Schadenversicherer 8. NYC MEA 258 -93 -E UL Listing Category Sprinklers, Automatic & Open (VNIV) Patents: US Patent No. 6,374,920 Applies to Model F1 Vertical Sidewall Sprinklers Product Description The F1 Glass Bulb Sprinkler combines the durability of a standard sprinkler with the attractive low profile of a decora- tive sprinkler. Whether installed on exposed piping or in an office ceiling, it is functional and attractive. The Horizontal and Vertical Sidewall Sprinklers provide an equally attractive appearance when ceiling piping cannot be used. Beauffully versatile is the description for the Reliable Model F1 Recessed Designer glass bulb sprinkler. Recessing The Designer enhances its already low profile decorative appear- ance, and facilitates a rapid and perfect installation. Model F1 Recessed Designer's escutcheon is highly ad- justable. The two piece construction makes field installation a very easy and rapid task. This also allows ceiling panels to later be removed without shutting down the fire protection system, thus facilitating maintenance of above ceiling services. The Designer Automatic Sprinkler utilizes a frangible glass bulb. The glass bulb consists of an accurately con- trolled amount of special fluid hermetically sealed inside of a precisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response. { ft mi" go f C;nvernna Horizontal Sidewall Extended Coverage Pendent Recessed Extended At normal temperatures, the glass bulb contains the fluid in both the liquid phase and in the vapor phase. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liq- uid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distribute the discharging water. The F1 Sprinkler temperature rating is identified by the color of the glass bulb capsule as well as frame color where applicable. W J The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Coverage Pendent Model F1 Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Upright Pendent Conventiona Installation Data: Nominal Orifice Thread Size Nominal K Factor Sprinkler Height Approval Organization Sprinkler Identification Numbers SIN US Metric Upright Pendent an at n ht SSU and Pendent (SSP) _ _ Deflectors Marked to Indicate Position Vi' 15mm 1 /2" NPT RYz 5.6 80 2.2" 56mm 1234,56,7 R1725 R1715 %" 20mm a/4 "NPT R /a I'I 8.0 115 2.3" 58mm 1,2,34,7,8 R1722 R1712 72" 15mm (3) Yz" NPT Ryz 5.6 80 22" 56mm 7 ' %' 20mm (3) '/" NPT R74 8.0 115 2.3" 58mm 7 ' 11mm Yz "NPT R'h 42 60 2.2" 56mm 1 R1723 R1713 " 10mm Vz' NPT RYz (2) 2.8 40 2.54" 65mm 1,2,8 R1721 R1711 10mm XLH R% 4.2 60 56.1 mm 4 R1724 R1714 Conventional - Install in U orient or Pendent Position 10mm XLH R 4.2 60 56.1 m R1774 15mm Yz" NPT R'h 5.6 80 56.1 mm 745:7 R1775 20mm 3 /4" NPT R 3 / 8.0 115 58.1 mm 4 R1772 ") LPC Approval up 286 °F (141 °C) X21 FM Approval for SSU up to and including 200 °F (93 °C) only. tat VdS Approval for Intermediate Response 155 °F (68 °C) only. 2. Model F1 Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench 1 Recessec Installation Data: When installed directly into a tee, the escutcheon dimensior adjustment will be reduced. Nominal Orifice z L /4' LaL.c nc Nominal K Factor Sprinkler Height (nzmm) Sprinkler Identification Numbers (SIN) us is/ a Ru " 15mm "NPT (R [491mmj 80 22" 56mm) 123 R1715 " 20mm "NPT(R'. 8.0 115 t r i 1,2,3« R1712 ' 15mm 161 " NPT R , 5.6 NRN COLUR TI 7 �[15Amm N )1.>mmJ WJI¢ MNI � 8.0 115 2.3" 58mm 7 11 mm "NPT (RI/2) 4.2 60 2.2" (56mmi 1,2,8 R1713 S /4'IWLSIMENS r' � "NPT RYe Q` da 2.2" 56mm (TS6mmJ (19.Immj lomm R' 4.2 60 561 mm 4 R1714 �[15Amm) t (n.1mm) When installed directly into a tee, the escutcheon dimensior adjustment will be reduced. Nominal Orifice Thread Size Nominal K Factor Sprinkler Height Approval Organizations Sprinkler Identification Numbers (SIN) us Metric " 15mm "NPT (R 80 22" 56mm) 123 R1715 " 20mm "NPT(R'. 8.0 115 2.3" 58mm 1,2,3« R1712 ' 15mm 161 " NPT R , 5.6 so 2.2" 56mm 7 ' " 20mm (4) ^ NPT R 8.0 115 2.3" 58mm 7 11 mm "NPT (RI/2) 4.2 60 2.2" (56mmi 1,2,8 R1713 " (1 Omen) "NPT RYe 2.8 40 2.2" 56mm 1,2,8 R1711 lomm R' 4.2 60 561 mm 4 R1714 hl FM Approval • Light Hazard - No Limitations. • Ordinary Hazard - Groups 1 & 2, Wet Systems only. IRi LPC Approval is for 57 °C through 93 °C ratings. 141 VdS Approval for Intermediate Response 155 °F (68 °C) only. 3. Model F1 & F1 Recessed Sprinklers Application Model F1 and F1 Recessed sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Care must exercised that the orifice size, temperature rat- ing, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Pro- tection Association or the approving Authority Having Jurisdiction. Installation Model F1 sprinklers are standard response sprinklers in- tended for installation as specified in NFPA 13. They must also be installed with the Model D Sprinkler Wrench specifi- cally designed by Reliable for use with these sprinklers. The Model F1 Recessed Sprinklers are to be installed with a maximum recess of 3/ inch (19mm). The Model F1 Escutcheon illustrated is the only recessed escutcheon to be used with the Model F1 Pendent and EC Sprinklers. The use of any other recessed escutcheon will void all approv- als and negate all warranties. When installing Model F1 Re- cessed Pendent, EC Pendent, and EC HSW Sprinklers, use the Model GFR1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Glass bulb sprinklers have orange covers to protect the bulb during the installation process. REMOVE THIS PRO- TECTION ONLY AFTER THE SYSTEM HAS BEEN HYDRO- STATICALLY TESTED AND, WHEN APPLICABLE, THE ESCUTCHEONS HAVE BEEN INSTALLED. RASCO wrenches are designed to install sprinklers when covers are in place. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating: Specify Bulb Size when ordering Model F1 EC HSW Sprinkler. 6. Sprinkler Finish 7. Escutcheon Finish (where applicable) Maintenance The Models F1 and F1 Recessed Sprinklers should be inspected quarterly and the sprinkler system main- tained in accordance with NFPA 25. Do not clean sprin- klers with soap and water, ammonia or any other cleaning fluid. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non - operation. Temperature Ratings Classification Sprinkler Temperature Maximum Ambient Temperature Bulb Color OF °C OF aC Ordinary 135 57 100 38 Orange Ordinary 155 68 100 38 Red Intermediate 175 79 150 66 Yellow Intermediate 200 93 150 66 Green High t 286 141 225 107 Blue Extra High Itl 360 182 300 149 Mauve "' Not Available For Ft Recessed Patents: U.S. Patent No. 6,374,920 Applies to Model F1 Vertical Sidewall Sprinklers. Finishes (1) Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Chrome White Polyester Coated "' White Painted Special Application Finishes Sprinkler Escutcheon Bright Brass" "' Bright Brass Black Plated 1 e' Black Plated Black Paint "re' Black Paint . Off White "'' Off White Satin Chrome Satin Chrome Lead Plated "' Wax Coated o ' " "" Wax Over Lead " "' f° Other colors and finishes are available on special order. Consult factory for details. 200 °F (93 °C) maximum. UL and ULC Listed, and NYC Approved Only. 155 °F to 200 °F (68oC to 93oC) ratings only. 286 °F (141 °C) Sprinklers may be coated for ambient conditions not exceeding 150 °F (66oC). LPC approved for 1 Omm and 15mm sprinklers only. The equipment presented n t h his bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Fac- tory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries Manufactured by The Reliable Automatic Sprinkler Co., Inc. ao ydaa (800) 431 -1588 Sales Offices ® Pape, (800) 848 -6051 Sales Fax Revision lines indicate updated or new data. (914) 668 -3470 Corporate Offices wu seliablespnnkleccom Internet Address EG printed in USA. 5/05 P/N 9999970011 Bulletin 121 Rev.l .. Model G4 Concealed Automatic Sprinkler 1 N 3l m The Concealer A Concealed Sprinkler With ' /z" (13mm) or 1'/z" (38mm) Adjustment Features 1. Push- on/Thread -off cover plate assembly attachment with 1 /2' (13mm) adjustment. Does not require clips or springs. 2. 1W (38mm) Total adjustment provided by adjustable inlet versions. 3. Adjustable inlet version available with either 1" NPT ale or female threads eliminating costly reducing coupling. 4. Smooth aesthetic ceiling profile. 5. Available in white or other color painted or brass, chrome, or black plated finishes. 6. Ordinary and intermediate temperature ratings. 7. Multiple orifices for design flexibility. Approvals & Listings 1. Underwriters Laboratories Inc. (UL) 2. Underwriters Laboratories of Canada. (ULC) 3. N.Y.C. BS&A No. 587- 75 -SA. Note: Approvals are for light and ordinary hazard, except for small orifice sprinklers which are limited to light hazard occupancies. The cup and skirt are fabricated from plated steel and are intended for interior non corrosive applications. U.S. Patent No. 4,880,063. Application The Reliable Model G4 Concealer is the most versatile concealed sprinkler available. It .- provides the best form of fire pro - tection while offering an attractive _ appearance and 1 /2" (13mm) of cover adjustment for ease of instal- lation. The adjustable 1" NPT inlet versions have 1/ ( 38mm) of total adjustment and also eliminates the need for a reducing cou- pling. The small diameter Push- on/Thread -off cover plate assembly is easily attached and blends into the ceiling,con- cealing the most dependable fire protection available, an automatic sprinkler system. The Concealer is designed for use where aesthetic ap- pearance is important. Offices, hospitals, motels and res- taurants are but a few of the applications where it can be used. It is available in different orifice sizes allowing the de- signer to optimize system performance, thereby achieving a most efficient installation. The Concealer can eliminate the need for precise cutting of drop nipples. The Push- on/Thread -off cover plate assem- bly can be adjusted without tools so it mates accurately with the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Product Description The Reliable Model G4 Concealer uses the proven Model G fusible element in a standard style sprinkler frame with a drop -down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The Push- on/Thread -off cover plate and sprinkler cup assem- blies are held tight by a flexible tooth engagement to the threaded cup. This threaded engagement provides 1 /2" (13mm) of cover adjustment. The flat cover plate is attached to the skirt using an ordinary temperature classification sol- der. This results in a strong cover plate assembly with an or- dinary temperature rating, and an intermediate temperature sprinkler which can be installed in 150 °F (66 °C) environ- ments. When the ceiling temperature rises, the solder hold- ing the cover plate to the skirt melts, the flat cover plate released thus exposing the sprinkler inside to the rising am- bient temperature. The subsequent fusing of the sprinkler element opens the waterway and causes the deflector to drop into position to distribute the discharging water. Any secure engagement of the threads between the cover plate and cup will assure that the drop —down deflector is properly located below the ceil- ing when a sprinkler operates. The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Installation Do not install The Concealer® in ceilings which have positive pressure in the space in the space above. After a 2 1 /e inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model G4 Wrench. The wrench has drive tangs which insert into cup slots. When installing a sprin- kler the wrench is first positioned into the sprinkler /cup assembly until the wrench tangs engage drive slots in the top of the cup (there are two sets of mating drive slots in the cup). The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler /cup assembly care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER /CUP ASSEMBLY. The adjustable inlet versions are similar to the standard Model G4 except that an addition 1 "(25mm) of adjustment is provided by means of a telescoping inlet section that threads in or out of a stationary coupling reducer (either 1 male or 1 female) as shown in Fig. 2 or Fig. 3. These sprinklers must be installed before the ceiling is in place, by wrenching on only the coupling reducer Temperature Ratings Classification Sprinkler Cover Plate Max. Ambient Temp. Ordinary 135 °F /57oC 135 °F /57 °C 100 °F /38 °C Ordinary 165 °F /74 °C 135 °F /57 °C 100 °F /38 °C Ordinary 165 °F /74 °C 165oF/74oC 100 °F /38 °C Intermediate 212oF /100 °C 165oF /74oC 150oF /66oC Installation Data hex flats. After the ceiling has been installed with holes for the sprinkler, each telescoping inlet section is to be adjusted with the G4 Wrench. Install the pushonAhreadoff cover plate assembly over the sprinkler by holding and pressing it straight up into the cup. Final adjustment of each cover assembly is made by hand turning it clockwise until it is tight against the ceiling. Maintenance The Model G4 Concealer should be inspected quarterly and the sprinkler system maintained in accordance with NFRA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove any sprinkler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick re- placement of damaged or operated sprinklers. Prior to installa- tion, sprinklers should be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non - operation. Ordering information Cover Plate Finishes (1) 1. Sprinkler Model Nominal Standard Finishes 2. Temperature Rating Sprinkler Identification Number Bronze 3. Nominal Orifice Non- Adjustable Chrome Plated 4. Flat Cover Plate Finish 5.6 White 5. Inlet Type 1,2,3 82115 Note: Unless otherwise specified, the 165oF (74 °C) sprinkler will be provided with the 165oF (74 °C) cover. Sprinkler Inlet Total Adjustment Nominal Orifice Nominal Thread Approvals Sprinkler Identification Number US Metric Non- Adjustable y 11 (13mm) y "(15mm) 5.6 80 y " NPT (F^ /z) 1,2,3 82115 Non- Adjustable y "(13mm) Y 4.2 60 )i " NPT (R'h) 1,2,3 R2113 NonAcijiustable ) /,"(13mm) 3 1 "00h-) 28 40 y " NPT (RIh) 1,2,3 R2111 Adjustable 1y'(38mm) y "(15mm) 5.6 80 1 "NPT MaleorFonale 1,2,3 R2118 Adjustable 1y "(38mm) Y."01mm) 4.2 60 1"NPr Maleor Female 1,2,3 R2113 Adjustable 1y "(38mm) WOOM) 2.8 40 1 "NPT MaleorFernele 1,2,3 82112 Special Application Finishes Black Plated Bright Brass Off White Black Paint 10 Other colors and finishes are available. Consult factory for details Note: Paint or any other coatings applied over the factory finish will void all approvals and warranties. Installation Wrench Model G4 Sprinkler Wrench The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced bythe most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. (800) 431 -1588 Sales Office (800) 848 -6051 Sales Fax (914) 668 -3470 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG. Printed in USA 06M PM 9a90e70014 Fig. 1 -%" (Rj) NPT Non - Adjustable Inlet Fig. 2 - 1" APT Male - Adjustable Inlet Fig. 3 - 1" NPT Female - Adjustable inlet Mechanical-TO Bolted Branch Outlets STYLES 920 AND 920N Victaulic Mechanical -Ts' Outlet provides a direct branch connection at any location a hole Can be cut in pipe. The hole is cut oversize to receive a "holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross -type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to achieve a cross connection. Style 920 and Style 920N Mechanical -T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized hous- ings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500psi /345OkPa working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or poly - butylene (HDPE) pipe. Pressure ratings on HOPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical -T Styles 920 and 920N must be installed so that the main and branch connections are a true 90° angle when permanently attached to the pipeline surface. MATERIAL SPECIFICATIONS Gasket: (Specify choice *) • Grade °E" EPDM EPDM (Green color code). Temperature range -30 °F to +230 °F / -34 *C to +110'C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL Classified in accordance with ANSI /NSF 61 for cold +86 °F / +30 *C and hot +180 °F / +82 °C. NOT RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nitrile (Orange color code). Temperature range —20 *F to +180 °F / -29 *C to +82 °C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150 *F / +66 °C or for hot dry air over +140 °F / +60 °C. *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts /Nuts: Heat - treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A -449 and physical requirements of ASTM A -183. JOB OWNER System No.. Location STYLES 920 AND 920N Housing /Coating: Ductile iron conforming to ASTM A -536, grade 65- 45 -12, with orange enamel coating. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. • Optional: Hot dipped galvanized CONTRACTOR ENGINEER Submitted By Spec Sect Approved Para www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY, 0 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. REV - 1 ✓ctauLc 11.02- 1 IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-r Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical -T cross assemblies • Pressure rated up to 5OOpsi /345OkPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 x 1 1750 x 15mm through 8 x 4 "1200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housing; cannot be mated to one another to achieve cross connections. 11.02 U FM (D L C Vas prom SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLES 920 AND 920N www.victaulic.com � Ctdl.IliC ° VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY, 0 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN 1 H USA. 11.02. 12 REV - 1 FEMALE THREADED OUTLET IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechan Bolted Branch Outlets STYLES 920 AND 920N F,11&I W1i7NiR • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical -T cross assemblies • Pressure rated up to 500psi /345OkPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 x 1 /750 x 15 mm through 8 x 47200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. 11.02 U FM ULC vtl$ SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLES 920 AND 920N www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY.02006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. a V�1C REV 1 11023 FEMALE THREADED OUTLET IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-r Bel Branch Outlets STYLES 920 AND 920N DIMENSIONS • Provides a direct branch connection at any location where a hole can be cut in the pipe • A pressure responsive gasket provides the seal • Request Publication 11.03 for Mechanical -T cross assemblies • Pressure rated up to 500psi /3450kPa on steel pipe; also available for use with HDPE pipe • Sizes from 2 x '2 "150 x 15mm through 8 x 47200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve crass connections. 11.02 U FM ULC VdS 'a SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLES 920 AND 920N www.victaulic.com � Ot9Ulic r VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 02006 VICTAULIC COMPANY. ALL RIGHT'S RESERVED. PRINTED IN THE USA. 11.02_4 REV_I FEMALE THREADED OUTLET IPS CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical-r Bolted Branch Outlets STYLES 920 AND 920N DIMENSIONS 11.02 UL <6> ULC Vtls OR SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLES 920 AND 92ON • Provides a direct branch connection at my 26.1 mm� 920 3450 699 159 122 316 116 n ion where a hole can be cut 3 (a) t soc 350 - 5 3 650 650 4rr1 1242 531 lzs i n pi pe the pipe 80 920 3450 889 135 165 165 122 ' 316 135 E • A pressure responsive gasket provides 4(a'1 o 500 450 4.81 625 . 639 4a1 , 1242 625 15.3 100 -20 3450 1143 122 Vl 162 122 316 159 j 6.9 the Seal `* Center of run to engaged pipe end, female threaded outlet Only imensions approximate). pproximate). • Request Publication 11.03 for t Available with grooved or female threaded outlet. Specify choice on order. Mechanical -T cross assemblies t Center of run to end offitting. # Female threaded outlets are available to NPT and BSPT specifications. • Pressure rated up to 500 psi /3450 kPa (a) British Standard female pipe threaded outlet is available as listed. Specify "BSPI" clearly on order, on steel pipe; also available for use LdFor 76.1 mm threaded outlet, specify 2%2" BSPT clearly on order. with HDPE pipe • Sizes from 2 x lh'950 x 15mm through 8 x 47200 x 100 mm IMPORTANT NOTES: Style 920 and Style 920N housings cannot be mated to one another to achieve cross connections. www.vietaulle.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE LISA, C— taUlid REV_ -1 11.02_5 FEMALE THREADED OUTLET iPS CARBON STEEL PIPE - HOLE CUT PRODUCTS Mechanical:!'O Bolted Branch Outlets STYLES 920 AND 920N FLOW DATA raw Exaggerated for Clarity Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 900N and 929 Mechanical T fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained from the relationship below. C Values Values for flow of water at +60 °F / +16 °C are shown in the table below. 'h ( `s 0840 21 1 _— f' 1.050 20 26.7 ,_... 1. .. 1.315 ... 1 I 42.4 4 1 40 0 E 1900 483 Formulas for C Values AP = CP C' Q =C,x AP ' 2.0 2 '.') 2375 90 10.5 _.. 0.6 50 60.3 D ... 3.2 40 2 1 1 I 2875 110 125 12 65 730 34 38 - 5.0 3 3500 Lis 1S5 _ 15 80 889 - 41 4J 5.5 6.0 4 4.500 '', 200 22.0 17 1.6 100 11 61 61 ZG 80 Where: Q= Plow (GPM) AP = Pressure Drop (psi) C, = Plow Coefficient www.victaulic.com VICTAULIC IS A REGISTERED TRADEMAR K OF VICTAULIC COMPANY. 02006 VICTAULIC COMPANY ALL RIGHTS RESERVED. PRINT ED IN i'HE USA, iOtilllI iC ` 11.02._6 REV I IRS CARBON STEEL. PIPE - HOLE CUT PRODUCTS Mecha is " -' Bolted Branch Outlets STYLES 920 AND 920N 11.02 U FM ULC Vds SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLES 920 AND 920N APPROVED PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publi- cation. Listings /Approvals are subject to change and /or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. www.victaulic.com Ct2Uli[: VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 02MGVICTAULIC COMPANY. ALL RIGHTS RESERVED, PRINTED IN THE USA. REV _I 11.02_7 NOTES: 10 refers to Listed /Approved Schedule 10 steel sprinkler pipe. 40 refers to Listed /Approved Schedule 40 steel sprinkler pipe. DF refers to Listed /Approved Dyna -Flow steel sprinkler pipe manefactured by American Tube Company. SF refers to Listed /Approved Super -Flo steel sprinkler pipe manufactured by Allied Tube and Conduit Corporation. STYLES 920 AND 920N U FM ULC VdS N 8PF VICTAIII IC PIIRI If.ATION to Ol POF nFTARS STYLES 920 AND 92ON WARRANTY NOTE Refer to the Warranty section of the current Price List or contact Victaulic for details. This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. LA A WORLD HEADQUARTERS CANADA P.O. Box 31 905- 884 -7444 Easton, PA 18044 -0031 USA 905- 884 -9774 (tax) 4901 Kesslersville Road viccanada @victaulic.com Easton, PA 18040 USA EUROPE 1- 800 - PICK -VIC (1- 800 - 742 -5842) 32- 9- 381 -15 -00 1- 610 - 559 -3300 32- 9- 380 -44 -38 (fax) 1- 610 - 250 -8817 (fax) vlceuro @victaulic.be pickvic @victauliacom UNITED KINGDOM www.victaulic.com 44 (0) 1438741100 44 (0) 1438313883 (fax) viceuro@victautic.be CENTRAL AND SOU ED AMERICA 1 -610- 559 -3300 1- 610 - 559 -3608 (fax) vital @victaulic.com ASIA PACIFIC 86- 21- 54253300 86- 21- 54253671 (fax) vicap @victauliacom MIDDLE EAST 971 -4- 883 -88 -70 971 -4- 883 -88 -60 (fax) III' �IIIIIIIII'I�II �I'ltlll (I�I�II'l WCAS- 6K2HN3 UPDATED SANG 11.02 1480 REV I IC.t VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY, 02006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRIMED IN THE USA. - 11.02. -$ Fig. 66 - Wide Throat Top Beam "C" Clamp w /Locknut Size Range — 3/8" thru 3/4" rod Function — For attachment to structural shapes requiring wider throat especially under roof with bar joist construction. This clamp may be used in the set screw down position only. Approvals — Conforms to Federal Specification WW -H -171 E, Type 23 and Manufacturers Standardization Society SP -69, Type 19. Finish — Plain Note — Available in Electro- Galvanized finish. Order By — Figure number, rod size and finish Note — Do not over tighten set screw. OFFICE /MANUFACTURING FACILITY- 1375 SAMPSON AVE. - CORONA, CA 92879 - PH: 951.737.5599 - FAX: 951.737.0330 CUSTOMER SERVICE - 800.786.5266 Ww jolco.com Dimensions - Weights Rod Max. Rec. Approx. Size Load Lbs. WtJ100 3/8 400 34 1/2 500 50 5/8 600 53 3/4 800 86 OFFICE /MANUFACTURING FACILITY- 1375 SAMPSON AVE. - CORONA, CA 92879 - PH: 951.737.5599 - FAX: 951.737.0330 CUSTOMER SERVICE - 800.786.5266 Ww jolco.com 4.3.9 HDI -P Drop -In Anchor 4.3.9.1 Product Description 4.3. Material Specifications 4.3.9.3 Technical Data 4.19.4 Installation Instructions 4.3.9.5 Ordering Information Listincis /ADDrovals ICC -ES (International Code Council) ESR -1291 COLA (City of Los Angeles) Research Report No. 25350 Factory Mutual (FM) Pipe Hanger Components for Automatic Sprinkler Systems 4.3.9.1 Product Description The Hilti HDI -P Drop -In anchor is an internally threaded, flush mounted expansion anchor for solid and hollow concrete. Product Features • Optimized 3/4" anchor length to allow reliable fastenings in hollow core panels, precast plank & post tensioned slabs • Shallow drilling enables fast installation • Lip provides flush installation, consistent anchor depth and easy rod alignment • Setting tool leaves mark on flange when anchor is set properly to enable inspection & verification of proper expansion Guide Specifications Expansion Anchor Expansion anchors shall be flush or shell type and zinc plated in accordance with ASTM B 633, SC 1, Type III. Anchors shall be Hilti HDI -P anchors as supplied by Hilti. Installation Install shell or flush type anchors in holes drilled with Hilti carbide tipped drill bits. Install anchors in accordance with manufacturer's recommendations. 4.3.9.2 Material Specifications The HDI -P is manufactured from mild carbon steel, which is zinc plated for corrosion protection in accordance with ASTM B 633, SC 1, Type III 4.3.9.3 Technical Data HDI -P Specification Table Desc. Length in. (mm) Bit Sizel in. - Average Ultimate Loads, lb (1,N) Allowable Leads, lb (M) 4000 psi Concrete (27.6 MPa) Hollow Core (Spancrete) 4000 psi Concrete (27.6 MPa) Hollow Core (Spancrete) Tension Shear Tension I Shear Tension Shear Tension Shear HDI -P 3/8 3/4(19.1)1 1/2 1900 (8.5) 3000 03.3) 2100 (9.3) 4000 (17.8 300 (1.7) 600 (2.7) 1 420 (1.9) 1 800 (3.6) 1 For Hilt! matched tolerance carbide tipped drill hits, see section 8.4.1. 4.3.7.4 Installation Instructions 1. Set depth 2. Hammer -drill 3. Clean hole. 4. Insert anchor. 5. Insert setting 6. Collar of set- gauge on drill. hole. tool and strike ting tool will h� leave an until anchor is indentation fully set. fil 4.3.9.5 Ordering Information anchor when properly HDI -P Anchor expanded. Item NO. Description Box city 00283611 HDI -P 3/8 100 1. Set depth 2. Hammer -drill 3. Clean hole. 4. Insert anchor. 5. Insert setting 6. Collar of set- gauge on drill. hole. tool and strike ting tool will with hammer leave an until anchor is indentation fully set. on flange of 4.3.9.5 Ordering Information anchor when properly HDI -P Anchor expanded. Item NO. Description Box city 00283611 HDI -P 3/8 100 Setting Tools for HDI -P Anchors Item No. Description 00283611 HSD -G 3/8" - 3/4" Setting Tool w/ hand guard 00253784 HST -P 3/8" - 3/4" Setting Tool _.— =.a�_...'a 256 Hilti, Inc. (US) 1- 800- 879 -8000 1 www.us.hUU.com I an espa - not 1- 800 -879 -5000 1 Hilti (Canada) Corp. 1 -800- 363 -4458 1 www.co.htltLcom I Product Technical Guide 2006 Fig. 98 - Rod Stiffener Size Range — Secures 3/8" thru 7/8" hanger rod Material — Carbon Steel Function — Secures channel to hanger rod for vertical seismic bracing. Approvals — Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines Finish — Electro Galvanized Note — Available in HDG finish or Stainless Steel materials. Order By — Figure number a 44 Fig. 99 - All Thread Rod Cut to Length Size Range — Secures 3/8" thru 7/8" rod in 1" increments Material — Carbon Steel Maximum Temperature — 750 °F Finish — Plain Note — Available in Electro- Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number, rod diameter, rod length and finish Component of State of California OSHPD Approved C u8 LISTED.. Seismic Restraints System -- Dimensions • Weights 240 Rod Max. Rec. Load Lbs. Size For Service Temps 29 650 °F 750 °F 3/8 610 540 1/2 1130 1010 518 1810 1610 3/4 2710 2420 7/8 3770 3360 Fig. 100 - All Thread Rod Full Lengths Size Range — Secures 3/8" thru 7/8" rod in 10' lengths Material — Carbon Steel Maximum Temperature — 750 "F Finish — Plain Note — Available in Electro- Galvanized and HDG finish or Stainless Steel materials. Order By — Figure number, rod diameter and finish Dimensions • Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650 °F 750 °F Wt. /100 1/4 240 215 12 3/8 610 540 29 1/2 1130 1010 53 5/8 1810 1610 84 3/4 2710 2420 123 718 3770 3360 169 1 4960 4420 222 1A 8000 7140 360 1Yz 11630 10370 510 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 w ..fokoxorn ............. 1 ) 08/24/07 06:41:25 bp701 -1s PERMIT INFORMATION: Permit#: 070458 Permit Cd: Comm. Tenant Finish Permit Dt: 05/17/2007 Expires: 02/19/2008 LAND PARCEL IN1 Zone Cd Funct Use Subdivision Cant Type Legal 'ORMATION: Planned Hosp. Devel Unassigned Unassigned Brick City of Wheat Ridge PERMIT INFORMATION - 070458 Address: 8300 W 38TH AVE Parcel Cd: 39- 262 -00 -010 OWNER: Address: City /st /Zip: DU: 0 Last Zone Dt: Annex Dt: Lot: Block No: 0 JOB DESCRIPTION: Renovation of classroom space on and floor. FEES QTY DUE PAID: Permit Fee 500,000.00 4,203.95 4,203.95 Plan Review Fee .00 2,732.57 2,732.57 Total Valuation 500,000.00 .00 .00 Use Tax 500,000.00 9,000.00 9,000.00 15,936.52 15,936.52 CONTACTS: owner ELMC 3039177561 go CL1 M. A. Mortenson Company M.A. Mortensen, Jr 1621 18t St. Ste 400 Denver, CO 80202 3032952511 sub CLA Sturgeon Electric Co. Gary A Thiaville 12150 E. 104th Avenue Henderson, CO 80640 3032274818 sub CL9 U.S. Engineering Co. Dwight Brinkman P.O. Box 905 Loveland, CO 80539 -090 9706691666 sub CL8 U.S. Engineering Company Dwight Brinkman P.O. Box 905 Loveland, CO 80539 9706691666 sub CLA Linx, LLC Erik Isernhagen 9900 East 51St Avenue Denver, CO 80238 3035767242 PARCEL INFORMATION: 20 Year Built 0 PERMIT CONDITIONS: PERMIT NOTES: 05/17/07 CREATED FROM APPL# 07 -0116 05/09/07 DS: See Fire Department comments. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 fri:Framing Rough Insp. 07 -0085 06/20/07 no BM 06/21/07 06/21/07 PARTIAL 2 pri:Plumbing Rough Insp. 01 -9423 06/21/07 no BM 06/22/07 06/22/07 PARTIAL 3 eri:Electrical Rough Ins 01 -8567 06/21/07 no BM 06/22/07 06/22/07 PARTIAL 4 mri:Mechanical Rough Ins 01 -9423 06/22/07 no BM 06/25/07 06/25/07 PARTIAL 5 EMR:Elec Service - EMR 01 -8817 06/26/07 no BM 06/27/07 06/27/07 PARTIAL 6 fri:Framing Rough Insp. 01 -8817 06/26/07 no BM 06/27/07 06/27/07 PARTIAL 7 EM :Else Service - EMR 01 -8817 06/29/07 no BM 07/02/07 07/02/07 PARTIAL 8 PRI:Plumbing Rough Insp. 01 -9423 07/02/07 no BM 07/03/07 9 MRI:Mechauical Rough Ins 07/03/07 no BM 06/19/07 06/19/07 PARTIAL 10 eri:Electrical Rough Ins 01 -8567 07/03/07 no BM 07/05/07 07/05/07 PARTIAL 11 eri:Electrical Rough Ins 01 -8567 07/13/07 no BM 07/16/07 07/16/07 INCOMPLETE 12 mri:Mechanical Rough .Ins 02 -1413 07/16/07 no BM 07/16/07 07/16/07 COMPLETE 13 eri:Electrical Rough Ins 01 -8567 07/16/07 no BM 07/17/07 07/17/07 COMPLETE 14 efi:Electrical Final Ins 01 -8567 07/19/07 no us 07/20/07 15 MIS:Miscellaneous " " " " " " " "" 01 -8817 07/19/07 no BM 07/20/07 07/20/07 PARTIAL 16 eri:Electrical Rough Ins 01 -8567 07/20/07 no RS 07/23/07 07/23/07 PARTIAL 17 efi:Electrical Final Ins 01 -8567 07/23/07 no BM 07/24/07 07/24/07 COMPLETE 18 mfi:Mechanical Final 01 -9423 07/23/07 no BM 07/24/07 07/24/07 COMPLETE 19 pfi:Plumbing Final Insp 02 -1413 08/07/07 no BM 08/08/07 08/08/07 COMPLETE 20 BFI:Building Final Insp 01 -8817 08/22/07 no JS 08/23/07 08/23/07 COMPLETE Page kshutto 1 cl o .L M" M M O a� O Q Lo Co _- M 0 M N C.1 N 0 0 O � cc t ' .Q d C O w 0 CL NJ . t0 V W Z to m 3 O d. 0 C 3 tl! CL fA C p d CL 0 C I- w L d V C O U C Q U U Lo u Q 4 z ° ,3 a : a a e a. `o `o -i Q V W p '7 O C -)M9 m O F w w O U. 5 �o o �m 'o v rn LM c D CD z o v L uu 9 w rn E a � U L E m F H Iz °J Z 1p a a z z �w J w �Q ' a a M � d z a C7 0 CD a U� � W a 0 0 U W co o w J z U w IL c o o c Z 0 U z c' Y � 8 a 3 3 J L L ui LT. V H q z J W W IL MI z Z a V V �u 'I V a V •r 2 O U. 5 �o o �m 'o v rn LM c D CD z o v L uu 9 w J L L ui LT. V H q z J W W IL MI z Z a V V �u 'I V a V •r 2 w rn E a C 'a m .S2 L E m F J L L ui LT. V H q z J W W IL MI z Z a V V �u 'I V a V •r 2 III A: J L L ui LT. V H q z J W W IL MI z Z a V V �u 'I V a V •r 2 H Pi 1 9 Ci d � j OF. WHEAp - City of Wheat Ridge COIORP, Commercial Demolitio PERMIT 070895 PERMIT NO: 070895 ISSUED: 08/23/2007 JOB ADDRESS: 8300 W 38TH. AVE EXPIRES: 02/19/2008 DESCRIPTION: Demo only : G/I Lab renovation * ** CONTACTS * ** ZONE CODE: PHD owner 303/425 -4500 SUBDIVISION: UA BLOCK /LOT #: ELMC gc 303/295 -2511 M.A. Mortenson, Jr 01 -8817 M. A. Mortenson Company sub 303/227 -4818 Gary A Thiaville 01 -8567 Sturgeon Electric Co. sub 970/669 -1666 Robert R. Brunson. 01 -9423 U.S. Engineering Co. sub 970/669 -1666 Dwight Brinkman 02 -1413 U.S. Engineering Company ** PARCEL INFO ** ZONE CODE: PHD USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: .00 FEES Demolition Fee 50.00 ** TOTAL ** 50.00 6112 4 - Comments Any structural demolition requires sign -off from an engineer.. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable.. ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this _ application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat R' e 0 + - a' ^' seees, for work under this permit. Plans subject to field inspection Signature of contre6tor /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of 'a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval oe-bje lation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan re ct to f ield inspections. Signature of of ilding Official - date - INSPECTIO REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I s� City of Wheat Ridge Building Permit Number: Community Development Department ` Date CO(ORP00. C ��g'p� 7 �°k� r� G.� � . MU' Cie/7 .]A�f.'`.N�.€lf��:C Bf X-l�d�l. ' 4T"(0tl� Property Owner: EX,'MP4.a ,rAz rgCA -eP Property Address: 9300 44 58 6 �' AV ✓ /,r/f/EA-I PJ V416 G0, 84W Phone: 303- 42S- 46 Contractor License No.: Company: . A. / - JO'AI) Phone: 305 2YS- Z-5 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Dullding Dept. Valuation Figure: P hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Va.jUe ?$- `- I Wheat Ridge or covenants, easements - or restrictions of record that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all Permit Fee:$ conditions printed on this application and that I assume full responsibility for compliancewith the Wheat Ridge Building Code(I.B.C) and all other applicable Wheat Plan Review Feel Ridge ordinances, forwork underthis permit. Plans subject to field inspection. 1� `l y� Use Tax: '(OWNER)(CONTRACTOR): SIGNED DATE D°✓% TOtal:$ � '' I (OWNER)(CONTRACTOR):PRINTED �� JTY_ y DATE D /Z�J Use of Space (description): C7 Z lA6 ZEi € Description of work: Sq. Ft. added //� � ° C V�z—/ Y 4 BUILDING DEPARTMENT USE ONLY SIC: _Sq.Ft ONING COMMENTS: r Approval: Zoning: a i I ISUILDING COMMENTS: s; Approval: ` K„ o, PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: - Roof: Stories: Residential Units: R Electrical License No: Plumbing License No: Mechanical License No: - I Company. j7(yI?-Z7_6� FL G Company: US- ENZ7 7 Company: U �PyE��Cl�l Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: '(1) This permitwas issued in accordance with the provisions set forth in your application and Is subjectto the laws of the State of w, Colorado and to the Zoning- Regulations -and Building Codes of Wheat Ridge,. Colorado or any other applicable ord inances of the City. E Y (2) This Permit Shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building �^ authorized is suspended or abandoned for period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes h have been orwill be made in the original plans and specifications and any suspension orabandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one(1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all Inspections and shall receive written approval on inspection before card proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an f, approval of, any violation of the provisions of the building codes or any oth er ordinance, law, rule or regulation.. Ali plan review r I is subject to field inspections. Chief Building Official sbestos Identification Notice 93&o 1, . D-9>° ELMC — Blood Donor Floor: South Wing Rooms: 1982 Built Date: Please see attached data copied from Exempla HealthCare's comprehensive asbestos report completed July Summary: 1982 (1) 1st... Floor: The survey report did not sample any of the 2 "a. Floor tile we have sample results. Results show no ACM in any floors walls or ceilings. (2) We have tested samples in the South Wing 1982 Built building that have no ACM. (3) Other Materials: In built dates prior to 1981, the following materials should be considered Presumed Asbestos Containing Material (PACM) until properly sampled and analyzed: • Straight Run Pipe Insulation and Mudded Joint Fittings • Fire Door Insulation • Elevator Shafts Please call Steve Hogsett at 303425 -2112 (pager number = 303 - 897 -4468) for any additional information. I have read and fully understand this document and its attachments. I understand that I should not sign this form if all items, have been explained or answered to my satisfaction including all of my questions, have not been explained or answered to my satisfaction or if I do not understand any of the terms or words contained in this document or its attachments. Further, I intend to comply and enforce the compliance of this notice with the management and employees of the Contractor. E2 Date: Signature of Contractor's Repres Otative OF WHEgT� City of Wheat Ridge °Rao° Comm. Tenant Finish PERMIT - 070988 PERMIT NO: 070988 ISSUED: 09/17/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 03/15/2008. DESCRIPTION: G/I Lab Renovation * ** CONTACTS. *** owner .303/425 -4500 ELMC -; gc 303/295 -2511 M.A. Mortenson, Jr 01 -8817 M. A. Mortenson Company sub 303/227 -4818 Gary A Thiaville 01 -8567 Sturgeon Electric Co. %_ sub,__ 970/669-1666 Robert R. Brunson 01 - U.S. Engineering Co. sub, 97.0/669 -1666 : .Dwight Brinkman 02 -.1413 U.S. Engineering Company ** PARCEL INFO ** ZONE CODE: PHD USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/, ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 1234,151.00 FEES .Permit Fee 8,410.20 Plan Review Fee 5,466.G3 Total Valuation .00 Use Tax 22,214.72 TOTAL ** 36,091.55 Comments: - JS: 'Approved with notes on plan. Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other p�. applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signature of contractor /owner date `..; 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable �. .ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official_ 3. It this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6.. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any v' lotion of the provisions of the building codes or any other ordinance, .law, rule . or regulation. t All plan review s act to field inspections. �� Signature of C B ding Off rcraI date. ` INSPECTION hi EQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 0 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: OF WHEgTP BUILDING INSPECTION LINE - 303 - 234 -5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE PLAN WHEAT RIDGE, CO 80033 - (303 - 235 -2855) cOCORADO MINOR APPLICATION Property Owner: EXEMPLA HEALTHCARE Property Address: 8300 W. 38 ST. WHEAT RIDGE, CO 80033 Phone: 303 - 425 -4500 Contractor License No.: #018817 Company: M.A. MORTENSON COMPANY Phone: 303 - 295 -2511 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Building Dept. Valuation Figure: $ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Cityof Value:$1,234,15 Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all Permit Fee:$ Ridge Ordinances, for work under this permit. Plans subject to field inspection. Use Tax: (OWNER)(CONTRACTOR): SIGNED /!„/ /!/i ✓/ vn� Tot "p (OWNER)(CONTRACTOR):PRINTED NICK DEUTSCH DATE: 8.16.2007 Use of Space (description): Lab Renovation Description of work: M Sq. Ft. added COMMENTS: Approval: Zoning: BUILDING DEPARTMENT USE ONLY DING COMMENTS: U- /.moo �, Approval: % 4`a IVVV 4 �± .IC WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: STURGEON ELEC. Company: US. ENGINEERING Company: US.ENGINEERING Expiration Date: Expiration Date: Expiration Date: Approval: ADDroval: ADDroval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of (3) If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and anysuspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for anew permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official M.A. Mortenson July 30, 2007 Nick Deubch 1621 18"' Street Suite 400 Denver, Colorado 80202 Re: 8300 West 38' Ave., 3 and 4' floor TCU> remodel. The following requirements are made under the 2003 International Fire Code adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. NOTE. ALL CONTR4CTOR VEHICIK 4jV]-') DELIPhRS FOR CONTRACTORS SIIIILL YOT BE Pz4RKF IN TI-11', ) FIRE LAAIE TIME TR E A CITY ,4FHC SUHIVON,' 'V'lr,L BE I&VIF") AND THE VEHICLE 9 RE TOWED AT TIIT-"� OfViNfrI EXPEN',V, 1. Nil means of egress shall remain clear at all times of construction. 2. Doors adjacent to the rated corridor shall have automatic door closures. 3. Complete plans for lire sprinkler and fire alarm shall be submitted to the Fire District for review and approval. -A-Storagp shall not be within 24 inches from the ceiling, (Line, shall denote 24 inches in storage rooms. 5. All fire dampers shall be tested prior to final testing. 6. All Electrical panels shall be clearly marked with the areas that the individual breakers service. 7. All access to Fire Extinguishers shall remain clear at all times. 8. All fire detection devices shall be maintained at all times of construction. 9. All emergency fighting shall remain at all times of construction. 10. All Fire Doors are to remain clear at all times. l All doors servicing from the rated corridor shall have automatic door closures. 12, All floor to floor penetrations shall have fire caulk to maintain the fire rating of the floors. 13. All electrical shall comply with the 2002 N.E.C. (Bathroom G.Ff., circuits.) 14. All permits shall be posted at the main entrance to the building. 15. Any changes to the approved plans shall be submitted for approval. 16. Other requirements may be addressed at the time of inspections. (Contingent on the scope of work not included in approved plans.) 17. Any and all room with storage of medical gases shall be marked as such. 18. Any and all electrical or mechanical rooms shall be marled as such. 19. All paths of egress shall remain clear at all times of construction. Any questions regarding these requirements please contact the Fire District or myself. Douglas J. Saba Fire Marshal Fire Code Inspector ## 5083898 -6 -: _ U of WHEgT� ° City of Wheat Ridge R ° °ZORAI Comm. Tenant Finish PERMIT - 070937 3 PERMIT NO: 070937 ISSUED: 09/04/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES:. 03/02/2008 DESCRIPTION: 5th floor tower renovation. ** *CONTACTS * ** owner 303/425 -45.00 ELMC gc 303/295 -2511 M.A. Mortenson, Jr 01 -8817 M. A. .Mortenson Company sub 303/227 -4818 .Gary A Thiaville :01 -8567 Sturgeon Electric Co.. sub 970/669 -1666 Robert R. Brunson 01 -9423 U.S. Engineering Co. sub.. 970/669 -1666 Dwight Brinkman 02 -1413 U.S. Engineering Company * *•PARCEL INFO * *. ZONE CODE: phd -.. USE UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 3438,828.00 i FEES �? Permit Fee 18,879.20 77 Plan Review Fee 12,271.4.8 C '3i S r' Total Valuation .00 Use Tax 61, 898.90 - ** TOTAL ** 93, 049.58 ' Comments: -JS: Approved as noted. See attached dotes. Subject to Fire Department plan -' review. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I B C) and all other applicable Wheat Ridge manes, for work under this permit. Plans subject to field inspection. Signature of contrac� a� owner date � 1. This permit was issued . in accordance with the provisions set forth in your application and is subject to the laws of the 'State of Colorado and to the Zoning. Regulations and Building Codes of Wheat Ridge Colorado or any other applicable ordinances of the City_ - %'.2. This permit shall .expire 180 days from the issue date. Requests for an extension must be received prior to expiration. `date. An extension may be granted at the discretion of the Building Official. r3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no - ,changes have been or will he made in the original plans and specifications and any suspension or abandonment has not l .exceeded one (1) year. -If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit 4. No work of any manner shall be done that will change the natural flow of water causing adrainage problem.: 5. .. Contractor shall notify the Building :.Inspector twenty - four (24) hours in advance for all inspections and shall receive < written approval on inspection card . before proceeding with successive phases of the 'job 6. The issuance of a ermit or the approval . of drawings and specifications shall not be construed .. to be apermit for, nor 'an approval o a violation of the provisions of the building codes or any :other ordinance, law, : rule or regulation. 'All .plan . e subject to field inspections '.Signature of hie Building Official. date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 s REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION . THE FOLLOWING BUSINESS DAY. i of WHEA ?. I P n v m C O(ORPe O City of Wheat Ridge Building permit Number: Community Development Department Date: Property Owner: Property Address: e( C6 ?633 > Phone:3 3)3 42S _4500 Contractor License No.: 6 7 Company: kfkA6P,Y/,�X/ 4:fP-A A Phone:303 `Z�S 2Sxr 3: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT BUIIdl11q Dept, Va luation Figure: `1 hereby certify that the setback distances proposed by this permit application are <9 accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge orcovenants, easements orrestrictions of record; thatall measurements ` Valtie:$3 shown, and allegations made are accurate; that I have read and b agree to abide Permit Fee:$ /8', 9111 a conditions printed on this application and that I assumefui y all responsibility for compliancewith the Wheat Ridge Building Code(I.B.C) and all other applicable Wheat Plan Review Fee:$ /3,�Q-% q Ridge Ordinances, forwork under this permit. Plans subject to field inspection. - Use Tax: (OWNER)(CONTRACTOR):SIGNED E 7 Total:$ (OWNER)(CONTRACTOR):PRINTED ``,�, DATE Use of Space (description): fZZOL I oci/fg Description'of work: a Sq. Ft. added BUILDING DEPARTMENT USE ONLy SIC: Sci.Ft.: Z ONING COMMENTS: Approval .Zoning: - BUILDING COMMENTS: y^"8" 3 ,�4 E`.y).�`� � °6 P �"7'r ;b ., '� G 4,i �'". , - Z J&& Approval: - J' c n u PUBLIC WORKS COMMENTS:, Approval: IRE DEPARTMENT COMMENTS: Approval:. ... Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: 7 Le0✓f L si�r Company: 66. laiti�? /r✓�j Company: y5 Expiration Date: Expiration Date: Expiration Date: Approval: Ap Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of A Colorado and to the Zonlog- Regulationsand Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. .. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) if this permit expires, a new permit maybe acquired for a fee of one -half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one } (1)year. If changes have been or if suspension or abandonment exceeds one(1) year, full fees shall be paid for a new permit. '. - (4) _ No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive . phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an E" approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation- All plan review is subject to field inspections.. Chief Building Official City of Wheat Ridge Commercial Remodel PERMIT 070936 PERMIT NO: 070936 .ISSUED: 09/04/2007 JOB ADDRESS: 8300 W 38TH AVE EXPIRES: 03/02/2008 DESCRIPTION: on call rooms and surgery schedules per attached ** CONTACTS *** go 303/295 -2511 M.A. Mortenson, Jr 01 -8817 M. A. Mortenson Company owner 303/425 -4500 Exempla Healthcare sub .303/227 -4818 Gary A Thiaville 01 -8567 Sturgeon Electric Co. sub 970/669 -1666 Robert R. Brunson 01 -9423 U.S. Engineering Co. 'sub 970/669 -1666 Dwight Brinkman.. 0.2 -1413 U.S. Engineering Company ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 407,925.00 FEES Permit Fee 3,534.19 Plan Review Fee .2,297.22 4" .Total Valuation - .00 L Use Tax 7,342.65 1 ** TOTAL ** 13,174.06 Comments: JS: Approved as noted. Subject to Fire Department . plan review. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this . application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C). and all other. applicable.. Wheat ge Ord' ances, or work der this permit. Plans subject to field inspection. Signatur of ..contra or /owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 .days from the issue date.. Requests for an extension must be received .prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally . required, provided no changes have been or will be made in the original plans . and specifications and any suspension or abandonment has not - exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing drainage problem. 5. contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval . on inspection card before proceeding with successive phases of the job 6. The issuance of a permit or the approval of .drawings and specifications shall not be construed to be a permit for,. nor an approval of an iolation of the 'provisions of the building codes or any other ordinance, 'law, rule or regulation. - All plan i .subject to field inspections Signature o£ hie Building .Official date INSPECTION REQUEST LINE: (303.)234 -5933 'BUILDING OFFICE: (303).235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS. DAY FOR INSPECTION THE .FOLLOWING BUSINESS DAY.. I �{ o City of Wheat Ridge Building Permit Numb Community Developm Departmen (� Dat t e : y O OC ORP00 S.s O.k "Y.R( A;+RE.s.k�,R.e .�U.5':F-.E`..{' s.&.`.�S"Y: U Property Owner: `YCC;VIP✓k N.fFLTHG CE Property Address : 1,/ e'� Phone:?tr} LiZ 1 /S�o Contractor License No.: (j 107 Company: ✓'1 /�. /U10�7 r�5�L✓ PA J / Phone:363'Z�5`Zsl( j OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING. AND AGREEMENT Building Dept, VBIUBtlOI1 F %CfUI'e: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Value:$ 1 1o7 9Z5 -m I Wheat Ridge orcovenants, easements orrestrictions of record; thatall measurements shown, and allegations made . are accurate;. that I have read and agree to abide by all Permit Fee:$ 35;,F ,! %c/ - conditions printed on this application and that) assume full responsibility for - compliance with the Wheat Ridge Building Code(I.B.C) and all other applicable Wheat Plan Review j: ' �a R idge Ordinances, forwork underthis permit. Plans subject to field inspection, Use T (OWNER)(CONTRACTOR): SIGNED ' 427 DATE //• B ? Total:$ (OWNER)(CONTRACTOR).PRINTED IGK �U/✓Gi-( DATE O'l` U 73`f2,�5 Use of Space (description): 6 CUr 6 ✓LS V Description of work: KC�yAIL'�ULP Sq. Ft. added BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.; Z ONING COMMENTS: APprovah _ .. BUILDING COMMENTS: f{ "��2'f'u AS 6vtt.� #�"�3P�'` Approval: rte, "r l.�s>ut.,✓'d't- ':7to..1 '..@ 44 � a PUBLIC WORKS COMMENTS: Approval: €lm� IRE DEPARTMENT COMMENTS ApproVa Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: gL-,g_G. Company: Uj F I6, Company: 0)5 e�vC , Expiration Date: Expiration Date: Expiration Date: Approval Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning -Reg ulatlonsand Building Codes of Wheat Ridge Colorado or any other applicable ordinances of the City. (2) This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made In the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or If suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. '(4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall . notify the Building Inspector twenty -four (24). hours in advance for all inspections.: and shall receive written approval on inspection card before proceeding with successive phases of the lob.` ' (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an .approval of, any violation of the provisions of the building codes or any other ordinance, law,. rule or regulation.. All plan review is subject to field inspections. Chief Building Official M.A. MORT ENSON August 9, 2007 Nilk Deubch 1621 18' Street Denver, Colorado 80202 The following requirements are made under the 2003 International Fire Code and N.F.P.A. 10 adopted by the Fire Board of the Wheat Midge Fire Protection District and the City Council of the City of Wheat Midge, Colorado. ,-91.1, COYI"R,f #C7'OR VEJ-11C7,T°S AND l)T 1JI °'RS FOR L C �� % }p '` gy C � `e ?, 41CT�(". ( , R ^ j � .S p � � ' { ` � ' [ / ,IL 1 . + a. �' 1 }y P,, ' �# )} R ' ,KT -, J.') f !' [ k ' 7 (7 1 rr E IL , 6.et R.t Y.l..s AT 4 1 . Y 71l "t�Ae A (7 S YJ ILA.v BE IS.}I /Fl) 9,'1Y) THE i' °1''1 -II 'I:T': f 11.1, RF 1'#)RTI) :`9T T1 {1': Plans submitted for review of the construction of the area show partition walls being placed between classrooms. Sprinklers are to accommodate these changes for complete coverage. Demolition. 1. Plans shall be submitted to the Fire District for the following; Change orders for the approved submitted plans. 2. All construction dumpsters shall be a minimum of 20 feet form any structure. 3. All Fire Lanes shall remain clear of construction vehicles at all times of construction. 4. All Fire Alarms shall remain in- service while work is being performed. The Fire °District shall be notified of any shut down of these systems. 5. A required fire extinguisher with a minimum rating of 2A- 4013C shall be within 10 feet of all "HOT WORK OPERATION }'. 6. Smoke Zone updates shall be coordinated with Exempla staff and the electrical contactors. 7. All doors off of the rated corridor shall have self- closing door devices. 8. All fire caulking shall be the depth of the opening. 9. An emergency phone shall be supplied by the General contractor for job site emergencies. 10 All inspections shall be scheduled through the Fire District and the City Building Department. A minimum of 24 Doter notice. 1 1. Copies of requirements for submittals of sprinklers are attached to this plan review. 12. All keys to rooms shall be supplied to the Fire District for the required Knox Box. (Master keys shall match existing.) 13. Fire drills shall be performed with all workers on a quarterly basis and logged. The log book shall be available for inspection at any thee. 14. The Life Safety Code shall be adhered to at all times. (For copies contact me at the Fire District.) 15 The Fire District shall be notified during all rough-in inspections and final inspection with a 48 hour notice before. Lonstrucction I. Plans shall be submitted to the Fire District for the complete fire alarm and fire sprinkler system. (No plans have been received to date.) 2. The reflective ceiling plan does not show drop down areas which may need to be addressed with smoke detection and fire sprinkler. 3. All areas of classrooms shall have emergency lighting and illuminated exit signs. 4. The bidirectional Amplifier shall be installed on all levels of construction at or below ground level. Code acceptance of this amendment has been approved by the City Council of the City of Wheat Ridge, Colorado. 5. Installation shall be compliant, to N.F.:P.A. 10 -1(a) contractors material and test certification for above ground piping. 6. All "HOT WORD" operations shall have a required fire extinguisher with a minimum rating of 4A -60BC within 20 feet. 7. Specifications for the sprinkler heads shall be forwarded to the Fire District for approval. (No specifications were sent to the Fire District for review and approval. 8. Plans were not to scale when submitted and may be subject to changes during the required rough -in inspection.. Any questions regarding this plan review please contact the Fire District or myself. Reviewed Fire Marshal Fire Code Inspecto 83898-66