Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
4896 Van Gordon Street
Address: City, Butte, Zi s € Contractors City License J,1 Kl, Phone: Jell €€ € "4 I R eview ° =: ( due at tim o IIU� l) u } lll: € L . •- . tt « • . • • r- M R ^ Electrical $2,500 u 4 3 Sprinkler $2,6501 Partitions $751 ! Mezzanine $22,469 TOTAL $28,369 a �: c ass- All , ;` �6 ,.. .a i 'e i .3 F -f $ r /i" V ,,4 From: Kirk Cadotte Sent: Friday, April 19, 2013 9:44 AM To: "tokonskiwesternroofingco .cam` Subject: mezzanine and misc. work at 4896 van gordon Good morning Tim 1 will need a engineers letter /drawing showing the elevation of the mezzanine flour and ceiling heights etc. 1 also need detail on how the posting is anchored and the weight of the mezzanine and what the maximum weight loads it will hold. As soon as 1 receive this I can complete my plan review. Thanks Tim Kirk Cadotte r.Combination Inspector /flans Examiner 7500 ti1,!. 2 Ave. Wheat Midge, CO 80033-8001 Office Phone: 303- 235 -285 Fax: 303- 237 -8929 City t "rf Cali IDENTMUTY 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 communications 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. Wheat Tr, CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p.3(73.235 "2855. f 303237.8929 & Z Project Type/Description: <Pbce, 1" � 6 , MMMM�� * Wheat Ridge Sanitation District * Clear Creek Sanitation District * Fruitdale Sanitation District * Westridge Sanitation District * Other Agency Notes: documents: Clle-sielll C 51 1`dlAele'� M M 0 ,,am a duly authorized representative of the agency my signature below, hereby acknowledge receipt of documents necessary i. broiect indicated above. Signature: a Date: Al- (Agency Representative) Safe Systems, Inc. 421 S. P ierce t, r w � w . w ., � .w ♦ w. w w Riser Location Discre Part 11 - NO HEAD? WRENCH IN ROB « gy # t t w Form SS13,2013 2 of 2 APPROVED &-Rbiect to Field 6/17/13, Date� Signedv Z' � Mr. Tim Okonski Western Roofing, Inc. 4896 Van Gordon St. Wheat Ridge, CO 80033 Subject: Structural Review of Mezzanine Floor, Western Roofing Warehouse, 4896 Van Gordon St., Wheat Ridge, Colorado On April 25 and on May 24, 2013,1 performed structural observations of the mezzanine floor in the warehouse at the subject address. The mezzanine floor consists of the following components: I perfon structural calculations on the components of the mezzanine floor system. Calculations were based on 2009 IBC table 1607. 1, light storage live load of 125 psf. 6/17/13, 13-1032 2 I initially found that several of the floor system components and connections did not have adequate structural capacity to support design loads. Several support joists, beams and connections had to be reinforced in order to meet structural criteria to support design loads. I provided structural reinforcing recommendations to strengthen the joists, beams and connections in question. On June 11 and June 14, 2013, 1 inspected the joists, beams and connections following the reinforcing installation. I found that the members had been adequately reirdorced to support design loads. I approved the mezzanine and stair as constructed to support design live load of 125 psf Please contact me if you have questions concerning this information or if conditions in the field differ substantively from what is described in this letter. � 1 �, SUbject to Field Ins-pectUrIs Wheat Ridge Bi_616ng Det Date-_ i W .. 4 L } 4T �n dad J 1 co 1, t ti 1v c e�q pip 3 �wwdd n T a rou m..vw: L } 4T �n dad J co t c e�q pip 3 �wwdd n T a rou m..vw: X 14 to v p� k..;we 4a�Ytrv. wr,. to mom CL x� i L } 4T �n dad J a I- Ti w 1 44 � � . a I- Ti w 1 44 " 9'0 1 The City of 7500 WEST 29TH AVENUE - 234-5900 ~heat WHEAT RIDGE, CO 80215-6713 (303) City Admin. Fax # 234-5924 Police Dept. Fax # 235-2949 cRi dge DATE: Apri115, 2002 TO: Accounting Department FROM: Director of Planning & Development SUBJECT: FINAL ESCROW REFUND/RELEASE Reimbursement requested for final escrow funds being held for: ermit # 12697 4896 Van Gordon St. Wheat Rid e CO 80033 The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: Turn Ke General Contractors Address: 4894 Van Gordon St. Ste 305 Wheat Rid e CO 80033 Amount to be refunded: $3469.00 1v, f ~1N W ~ RECYCLED PAPER Director of Planning and Development (OPTION D or E) ESCROW AGREEMENT TO: City of Wheat Ridge P.O. Box 638 Wheat Ridge, Colorado 80034 The sum of TH2i-~ THcxosa~~, P7z;y,z Hy,tLp-~ s1--G7,! ,.,iNt5 DOLLARS ( $ to be held in escrow with / "/71-/ n F Wt/E-6 7 (Ci'ty of Wheat Ridge, Option D) (Bank, Option E) until landscaping and public improvements are completed at `Ct~~O VAA) 6()Rb0M ~1, 411f-fG/r/L l'ZIL6 ~ ~O (ROn-' (Description) Wheat Ridge, Colorado by 4 '(Contractor/Developer/Owner) The City of Wheat Ridge shall have the absolute right to withdraw the LANDSCAPING fi PU9LIC IMPROVEMENTS Escrow funds for the purpose of completing the landscaping and public improvements for -~i9~o II,4/U 6n/Zb~i/J ~'7-. should Contractor/Developer/Owner) fail to complete or provide said landscaping and public improvements prior to the date of 14 I 3t) j c7 CO ~ The only requirement tp withdraw the Escrow funds in behalf of the City of Wheat Ricige shall be a letter from the Planning & Development Department of the City, executed by the Director o£ said Department and witnessed by the Mayor of the City of Wheat Ridge. Said letter shall state that the landscap.ing, as above set forth, have not been completed or provided by % /d/2/l. ~z~-~ 6E~A3e--ofkL- C-E5N7~~c-T~~S (COntractor/Developer/owner) and that the date of has expired. (over) (OPTION D or. E) ACCEPTED; ESCROW AGREEMENT LANDSCAPIN & P BLI IMPROVEMENT _2_ tuirector of Planning & Development - City of Wheat Ridge) (Bank - Option E) lui I7N VAni Address Date / - ~L3 'O 0'3 Phone Number Temporary Certificate of Occupancy £or structures covered by this agreement may be issued by the Mayor of the City of Wheat Ridge for a time period not to exceed six (6) months upon acceptance of this agreement by the City. Phone Number (Contractor%Developer/Owner) 1-23-02 11:25 AM DWORAK^S LANDSCRPING INC 1 303 238 9761 p.~s LpIVDSCq p~/V 238-9761 O "Where quality still counts" ~ 895 VANCE STREET • LAKEWOOD, CO 80215 A:nuar)' 23. 30112 (ilrn Nltissarutti 1':trn Kev Gcncr:il Ckinii;iclors, inr. 4894 V;in Gcir.inn. Suitc ;Ui M,'hrai Ridize. C'O tiltU;; R~: Juh tl 979 C+,dr Firr 4896 V.tn Uunlun Cilcn. 17e. I.:utJscaPc ;i, 4896 V:iu Gurdun ;s ::L' cx.•.•nt G,r thc Soddinc p<irtinn (11- li1C cUlltfutl 2 .?75.11O \vltic'h wi• CxoCl't l;) Cv1'.7plCtC in !I\'C lU SiX N'l'CkS. aftlY Lflc 11'0tii iti nul nl lhc. ~rnund. 1'nank yuu, tiir y<uir cu-upcration. Rmn,ild P. D%vor:tk.CLF Presidvnt TURN KEY GENERAL CONTRACTORS, INC. 4894 VAN GORDON ST., SUITE 305 WHEAT RIDGE, CO 80033-2170 303-467-9687 BANK ONE, NA COLUMBUS, OHIO 9391 P.01 16915 25-00/440 PAY TO THE . nn ~ ORDER OF $ -~~6q ; Thr Thn anrl Fn v I-1 K}drod SiYt3-Nine and Onilnn DOLL4RS 8 City of Wheat Ridge MEMO Rnnd fnr unrompleted sod ii■0 169 1 5il• 1;0440008041: 04080 2 3 2 29~i' o C/T oo> m o s ~m !r L 9 O `a 0 ~ * 39 Er D Y Rt 0 ~ ~ 'n s*w t ~r o N ~ wm itf [A m = m -DI 027t 2 O. m G1 A.-i g z ~ . r m = N y AZZ G Q N R° D -i z a a ~ _ a fl 'a c z o M Y Z N j > d z o ~ t+'! o n < N m 2 ° o N .'xJ [Y O = M L7 x 63 T. -1 P t OO G G - Cq p « m 4 m z M~ Z C fI~ ' N ~ J \ r 4 D D s L O ry~. W O g n00 0 M3 O 03 .13 O 0 ~ 0 0 m ~ ~ rv W r O ui O 0 0 O w n ~ ~ G ~ S~ ~ < < M m M. 3 Z Z 4 Q O a GI Yon Z ~a m 3 O O m D Z 00 ~ ~r ~ ~ O N a ry 03 I B f+ M n 'O T a K• -Av -i r m .-X o z3 R^ ~ 0 c ~ 0 'O am v ic . p wv o -9 C M• n • 8 O C 03 fi r ip V (p' o v V ~ . y W ~ P~ I 0 s s ~ 0 0 ~ m c 0 m a ~ m A a m c a 5 m 0 IA ~ ~ c e od ~ N Q S ~ A 0~ m ~ ~a ~ 3 0 c~ ~p O ~ IV + 0 s ~ o .n., O O 7 3 iG < O d M C ~ C- ~ • om rr , w oA 3 ° a? N 0 ~ ! ga ~ ~ ~ ~ to a < ~ \ /I o ? ~F * d N o ^ O ~ y C * ~ C C 7 ' o M ' ~ N m+ ry ~ . 1D_ 3 d f N N N tG m O 3 < a 5 "oT1 O CA) ~ v xN > N v m to C ~ G ~ v ~ ~ 3 Z ~ 4 oF wHeqr F Po c~ U m C~~ OR P00 PERMIT TRACKING FORM ADDRE55 M MJ DATE SUBMITTED~D-lb't)k PERMIT NUMBER QUR] NPE OF PERMIT -Qk~M CONTRACTOR~CUP~~ PHONE OWNER ~U)~~P~K~r I ~ PHONE 'fYPE OF REQUEST CDMm )4 BUILDING DEPARTMENT 1' Peview 2nd Review rd DATE IN DATE OUT -ro ~flR~t~ - \q-O\ 1 _ -p\ 8- 15- N k 3 Review 4'h Review )~PLANNING DEPARTMENT DATE IN DATE OUT 1°' Review 2nd Review 3' Review 4'h Review PUBLIC WORKS DEPARTMENT DATE IN DATE OUT 1" Review 2nd Review 3rd Review 4'h Review ?~FIRE DEPARTMENT A%~V~QH ❑ CITY ARBORIST ❑ POLICE DEPARTMENT -ro-rc~Rvls L-~q -l'-0 1-ai -C) 1 -rN (Q-1g -Ol `7 -a~ -6\ ❑ SEWER DISTRICT ❑ WATER DISTRICT ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 13381 BUILDING INSPECTION LINE - 303-234-5933 Date : 1/28/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address : 4896 VAN GORDON ST Contractor License No. : 18462 Phone: 303-467-9667 Company : Turn Key General Contractors, Inc. Phone : 467-9667 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 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 restridions 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 (U.B.C.) and all other applicable Whea dge ordinances for work under this permit. (OWNER)(CONTRACTOR) SIGN] T DATE Description : 6 SKYLIGHTS Construction Value : $3,000.00 Permit Fee : $83.25 Plan Review Fee : $0.00 Use Tax : $45.00 Total $128.25 Use: &:a BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft Approval: Zoning : tl4. n~~!i O.K.1125102 Approval: DM Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval . (1) This permit was issuetl in accordance with the pmvisions set forth in yopur application and is subject to the laws of ihe State of Coloratlo antl to the Zon'ing Regulations antl Builtlin9 Code of Wheat Ridge, Coloratlo or any other applicable ordinances of the Ciry. (2) This permit shall expire iF (A) the work authorizetl is not commencetl within sinry (60) tlays from issue date or (B) the building authorized is suspended or abantloned for a periotl of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normalty required. pmvitled no changes have been or will be made in the original plans antl specifications and any suspension or abandonment has not exceetled one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shali be paid for a new permit. (4) No work of any manner shall be done thal will change the naNral flow of water causing a dreina9e pmblem. (5) Coniraclor shall notiy ihe Building Inspector twenry-four (24) hours in advance for all inspections antl shall receive writlen approval on inspection cartl before proceetliing with successive phases of the job. (6) The issuance of a ermit or the approval oi drawings and speciflcations shall not be conslmed to be a permit for, nor an approval of, any violation of the provisions of td b ildin9 code r any other ordinance, law, mle or regulafion. Chief B ding Inspe r „ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: oF w"'E q BUILDING INSPECTION LINE - 303-234-5933 Date: ~ CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (3,j03-235-28~5ti5~y) p ~~C ORPO~ 4~PPU~r.?~l Td ON Property Owner: F'iftr- s ysl~ r-r 5 PropertyAddress: v.1.-Phone: Contractor License No.: ic, I Company: 7vz~ c~.-,sranC-To;~> Phoneii uG OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify Ihatthe seiback distances pmposed by this permi[ applicaGon are acwrate, md do notviola[e applicable ordinanws, niles or regulations of the CiTy of Wheat Ridge or covenants, easements or restricfions ofrecord; that all measurements showq md allegations made are accurate; that I have read md agree to abide by all condiHons printed on this applica[ion md that I assume full responsibility for compliance witki the Wheat Ridge Building Code (U.B.C) md all other applicable Wheat Ridge Ordinances, for work under this permit. (owriE[p(cor*ran.crox): sicava~~~ nnrc Description: Construction Value:$ 3, Permit Fee:$ Plan Review Fee:$ Use Tax:$ TOt&1:$ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: 20NING COMMENTS: . ~l f Approval: Zoning: ~ BUILDING COMMENTS: roval: A 7 pp PUBLIC WORKS COMMENTS : L Approval: Occupancy: Walls: Roof: Stories: Residen ' its: ~ Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: ApprovaL Approval: (1) 71iis pecmit was issued in accordance with the provisious set focth in yow application and is subject to the laws of the Stare of Coforado md m the Zoning Regulabons md Building Codes of Wheat Ridge, Coloredo or any other applicable ordinanres of the City. (2) This permit shsll expire if (A) Ne work authorized is not commeviced within sizty (60) days 5'om issne date or (B) tlhe boilding autliorized is suspended or abandoned for a period of 120 days. (3) IfLiis penni[ expires, anew pennit may be acquired for a fee of one-half [he amonnt wrznalty reqnired, provided no changes have been or will be made in the original plavs md speeifications and zny suspenson or abandonment has not esceeAed one (I) year. If chanpes h.nro been nr d.uspensmi oi nbonJunnmm exceeds one (1) year, full fees shell be paiA far a new pennic. (4) No work of any manner shall be done that will change tlie naRVal flow of waror causing a drainage problem, (5) ContractorshallnoRfytheBuildingivspectorhventy-four(24)Itonismadvanwforallinspectionsmdshallrecervewrtltenapprovalonmspecnoncardbelore proceeding with successive phases of the job. (6) The issnavice of a pelmit or the appmval of drawings md apeclfications shall nat be conserued to be a permi[ for, nor an appmval of, mry violztion oF the provisions oft#271wwlding codes or any oNu ordinavice, law, rule or rogularion. Inspector TURN KEY GENERAL CONTRACTORS, INC. 23 January 2002 Mr. Darin Morgan City of Wheat Ridge 7500 W. 29' Ave VJheat Ridge, CO 80215 - . Re: Code Fire Systems, Powderhorn Business P , 96 Van~~ GorTon Deaz Mr. Morgan: Attached aze (3) copies of plans detailing the specifications and proposed locations for the new skylights. If you need any further information, please let me know. Sincerely, Turn Key General Contractors, Inc. Glenn tG~ Project Manager 4894 VAN GORDON, SUITE 305 WHEAT RIDGE, CO 80033-2170 (303) 467-9667 FAX (303) 467-9384 (r' r ~ R lne fv,toGAn PIS Drvelu~rnel,t ~r~ovp rte, r W eF~ _ _ _ __._..w it, ~ I Q~ ~a IA i ~ ~""-7 i c' ~ ~ ~ i ~ X I ~ ~ ~ i o~ ~ - 1 E r, i ~ c ~ ~ ~ a f ~ ~ ~ I ~ r ~ 3 b ~ ~ r~ v, ~ v) r r. ~x Dp ~x ~x ~ _ ~ ~ ~ ~ i ~ Gl CO ~ Ca i fA ~ Oa S ~ S ~ I -i t~ 0 ~ -I ~ `tl 6 _ f*'# i I _ --f r' -o' 7,_0° Q ~ ~ ~ ~ i ~ j ~ ~ {p ~ ~ t ~ ~ ~ iv ~ ~ ~ ~ ~ ~ L~ r i i s r i ' ~1-- f ~ _ _ _ _ _ - p - - _ - - © - - - - - _ ~ ~ _ _ _ w__ - , I s. J~ ~ I ( ~ ~ o ' o ~ ( I j h ~ ~ ~ i i 1 I ~ ~ I u i I ~N I its ~~_Qd 7,_~0 ~ ~ t ~ _ N C _ _ ~ i ~ { ~ ~ ~ f ' r- i - 6.3 f ~ f ~ ~ - G~ Ct ffi ;~.1 Q) f e L I. .-a ~ I i ~ t yy ~ f - ~ - f ~ 14` 10` ro - !"Nt I~ i ~ I r r ~ ~ ~ i rn _ _ ~ 1 D ~r~ ~ I zt ! ~ ~ _ T rT , ~ ~ r i -r ~ ~ ~ ~ - ~ ~ ~ ~ , ..._t.. _ ? r- r ~ ~ ; Iz c I I ~ ~J .E # 4 _ _----v-~~:: ~ _ -1.1.x. _ 'S r~ ~ ~ ~ c, A tli 3 ~ ~ ~ i ~ ~ ~ f'l rl ~ ! I f u ~ ~n i - w ~ ~ ~ W I ~ ~ ~ . Vl. G'7 '~i I', _ E Jl ~ C7 D ~ 1 i+.. T~ ~70,.~ ~ I ti ~ ~ ~ I qp r ~ ~ ~ ~ a-. CO - b S C1 ~ ~ - s ~ ~ ~ y t l Pr'I ~ n ~ trt ~ I ~ ~ 2~ ~ ~ i c G; I __r-7- i ~ ~ w ~ ~ ° ~ i - ~ r~ .w i i ~ r- I i~ I ~N~ ~ 4`-0" ~ 6'-2~ 43'-~II' i'-p' ra i I t I 1 EH V ~ 2oi NAIL - K ~ i 3 5/8` ~ 3 5/B - ~ ~ . t' - ~ i ~z ~ ~ ~ _ ~i t~ ~ ~ a ~ 1 I I ~ ~ Q ~ I,, f O F _ Q ~ - p~ A ~ I~ . ~ I _ j~',,` i f ~ _ ~ ~ ~ ~ ~ E i ~ ~ i ~ ~ i ~ f. a- .4 ~ ~ 2 t 3/8° ~ ?'-9 3 2 -9" 2`-7 lib` 3'-1 1>4` 2' 1 3f8' I~ 1~` i 5~'8` ~ 14`-4 ll8° C`3'-~~ ~ ~ 14'-4 i/8" I4'_~ 5'13` 8,_.11_3 5/£3' - 3 5/13" a 3 5l~" 3 S/8'- 7~ ~~I~.. ~ A ~ 3 CU ~ `~0'-~J` 80'-0° ~ 3D'-€~` 30'-0' 9 ~ 5-0" 10'-0~ C' 10'-(~" 5' ~0' 8'-!1" r _ _ _ _ ~ ~ ~ ~ i,_~, sr ~ I ELECTRICfaI_ r~ ~ ~ ~ ~FRyICE ~ ~ ~ _ t~; f ~ ~ . ~ ~ ~ •.E 3 ( ~ j ~ ~ c ~ i ~ 7 ~ ~ ~ f I ~ 3 ~ z~ ~ ~ ~ i rive o x ~ I t r ~ 1 ~ t~ . ~ ~ - ('i ETl ~ f'; y ~ I ~ ~ ~ I tb ~ ~7 3 - ~ czs t'`I ` a n x ro r~ c `o ~ ca j _ ~ ~ ~ r r ~ r I, i r, (`1 D D? D A UI ~-f .-0 I Z7 ~ s ( i 1 ~ r~ Li, Ul Vi ~ ~ G~ ~ i r D 1 ( a ~ ~ I 1 ~ i I ~ I tl j r~ ~ u _ ~ i ~ I I z ~ ~p~ , Q ~n _ ~ ~ ri - ~ 1 ~ w o n ~ s ~ _ _ _ - p ~ ~ I } ~ ' ~ L~ l I I~ I 1 ~ - _ ~ i` o Z -c O ' ~ ~ , 1_ ~ ~J ~ r ~ ~ ° I ~ rl' ~ _a ~ ~f' - 3 1 /2" I i ~ 14'-f0' j ~ 19`-1 Ii2' W __._..,__-.....T I i # T I cr i ~ ~a ~ I ~ -r- I ~ ~ ~ ~ ~D _ , a i ;w f~ E ~ . , _ # s ~ w j I I a~ ~ _ ~ I ~ I r - f ~ n~ ! ~ - - ~ ~ - - ~ ~ ~ I , ` _ - ~ cry c ~ P ~ t , i ~ ? 1 ` ~ p ~ ~ ru { r _ _ t rJ _ I 7 ~n ; I I__ O O 1 ~ ~ii~ Ln ~ p ~ 3 518, ~ ~ 1 w € ~ _ O a L~ ~ ' t7 _ Q ~ r ~ I - T- ltc" 81'-6 3I4` , ~ - I . ~ I W ~ ~ I #--7 T I i ~ ~ _ I fTl M~1 - _-t. ~ m CO .a _ ~ ~ . _ _ i [rte ~ _ _ ~ 1 ~ ______.ew _ ~ _ ~z jl ~ 9 -l0 5J8 l0`~t~ i/2° . 9°-0' ~tq#-2 5,!8' ~ 11 , - ~ ~ i# ' = o - - - -3 518 . _ ~i _ Vii. ,0 1 . cr - ~ ~ ~ ~ ~ a. f ~ p s i C) ~ ~ I 8 -1 ~J8 8' 3 5, 8 3'-8 3 8 ~ r~ w I` ~ ~ f j ~ ~ A_l C_. 1 4 i ~ I' ~ gip', 2`-4 X18 3 6 ~I2 I I ~ _ ~ ~ EDGG GL WALKWAY AHGV E j ~ - ~ r ..t ro _ C7 ~ ~ ~ ~ w _ m i ~ - i Q _ ~ ~ ~ ~ ~ fTT ~f? - ' "T1 _ Qi .D _ ~ f) i ~ D ~ ~ ~ ~ C1 ~ c' o i ai I I ~ ~ _m i_ r ~ _ V ~ . ~ r.. e . ~3`-Q' 3'-6' 3' -0' 3`-0' 3'-0' 3'-0` c4'-C II4' ~ ~`-t3' 3'~D` 3'-~" 8r_p' 3'-8' 3'-fl' 0 3!A' 3'-1 ,t4° ~ 2'-7 1/8" 2'._q• 2'-B 7, $ ~'-8 „8 8'-9' 2'-7 1/~~3~ 3'-~ i/~" 2'~-1 318"~ d A P P R C~ V ~ D - ~a~--~ s, er ?ar~-~ ire° ~~~-6° ~a~~a i~~-~ 5l8` Subject to Fietd Ins ecticn p s ~ 8"---fJ -;3 5r8° 3 SrBA b" 6' 8 5/8. 3 f8'- E 5 ~r ~1hea2 f~€dge wilding C3ept. `~8`-~' f Dsfe.>..~. I ~ 1~ ~y U ~ t~ ...Ban , , ~ s t ~ ~ kEVTS#txv , r p m fl p o -----~__T,_,,,.~._._ ~ F n n 1 C1q-4S-fJ1 RE4nSiU4S PER 9UILDtNG DE~I>AATAfENT COMMENTS z z o d ~ Q ~ _ _ a z ~ 2 09-?3--04 HAPdOlGAP RAMP REDESIGN ' ~ ~ 3 {18-2i-4i CHANGE ST4FhGf CLOSET ROOM !48 4 tt.-p7-Ot CHANGE HC PARKING SRAC~S fR(kA 2 TO 1 ~ ~ ~ ~ F-~ 5 #M1m45 C}1 GHANI~ L€~A'tION OF UN#? HEATERS ~ c-~ ~ ~ _ _ ~~J=~ fan Gc~rc'~an Street Mite 3~5 ~ ~ ~ B Ot-23-4? AkM7 Si4f SI4Yl1OH'fi5~ ` 'i ~ ~ ~ ~ 11 ~ ' ~ ~ ~ _ ~m~ ~ r ~Il ~r QI1 '~c~ne ~(~~-`7-~~b~7 ~ 1 ` - , ~ U~`~. ~'ax fl-4~7-9,84 N to Lr) m V) m r m 0 ro n 0 a 41 cr- ~v c N O 3 E n 0 cD N N 0 1-4 0 U 41 Q NSULATION SINGLE COME GLAZING CONDENSATE GUTTCR TACKY TAPE #57CO SEALANT LILT-UP ROORN S-SF-INS. ROCF DECKING HALF SCALL ROUGH OPENING DIV. I OUTSIDE FLANGE DIMENSION CURB HEIGHT t. tol " {3 9° HIGH ❑ lL 'JNF INISHEp~ , x I ❑ CLEAR AtIODIZE FRAME ( L1 ALUMINUM ❑ BRONZE %N(YDIZE ❑ OTHER`_ ft0s s TEK " SINGLE DOME GLAZING CU oc SCREW t2 SANTOPRENE GASKET AT10 tt ❑ TRI-TUFF U1-972 LISTED (tOSt) T„ LIN ❑ CLEAR COLORLESS AC) Q OG'HALL SKIN tuEDiU :MM ~ffii 11 :TTEE EAU) ❑ OTHER. 050 ALUM SKIN MOOEI INSIDE CURB RIM. t}TY. MODEL INSIDE CURB DIM QTY SQUARE 2237 37° CD 1414 144° X 14r 2246 224" X 461" 1919 19° X 19` 2272 224" X 72" CIO 2222 224° X 221" 2296 22V X 96° 3030 30-!" X 3O1' 3057 301' X 37° 3737 37" X 37" 3046 301" X 464" 4242 42" X 42" 3069 301" X 69-7' 4646 464"JX451" 3096 X_96, j CURB ANCHOR 4848 48" X' 48° 3496 34" X 96° AS REMIRED 5555 55° X 55° 3746 37" X 461 - BY OTHERS 7070 704' X 701° 3775 37° X 75" 7575 75 X 75° 3859 38' X 59" 8484 84° X 84" " , 9292 X 92 92} STOM SIZE ROUGH OWNING 4896 CU w 60)96 6c" PROJECT : CODE FIRE SYSTEMS 1 WHEAT RIDGE, Co. TriS#ar Skylights CUSTOMER : 7'ciQt~ ~Y = A POTTER-ROEMER Product Group ARCHITECT : 3100 S. SUSAN ST., SANTA ANA, CA- 92704 JOB No. APPROVED BY:,;1,~ DATE: 12/6101 714-430 -533M BOU 606.9995 Fax »a 998.2152 PAGE :2.02 I.C.B.O. ER-NUMBER: 5150 INSU. ;ELF FLASHING DOUBLE GLAZED OME SKYLIGHT U. N D a u v ~c u I c -.n rk,^ATr %r.-Dc Date• L `2b A Certificate of Occupancy or Completion has been requested for: PuQPOSe oF Building Department Approval: Remarks: Zoning ApprovaL• TYd-c' b4~ -2S dL Remarks: Public Works Remarks: Fire Marshall Approval: (If Applicable) Remarks: Sanitation District Approval: ((f Applicable) Remarks: Water District Approval: (If Applicable) 1 . 2J5 .oz Remarks: T 3 ~ 0 o T ~ W D n a 3 g ~ N a o ~ O O m T1 0 r Z rr7 A D ~ fll .Z ~ 7J [mi) ~ - n D .Z7 p : 0 O ~ 7 D 0 -i 0 0 ~ Z M ~ E d (D a. m y y v m Q o ~ m " f` `o a ~ o d ~ ~ 3 Z 3 n ~ Z N ~ Z 5 3 ? OZ 0 > > m a 3 n C 9 J. f D A+ m p1 v Oo Z N~ a 0 0 ct m C rn G7 ~ ~ m i° -..0 m m co "-h~o p 3= w ro ~n m ~ s Q Z 7 Z 3 m m ~0 (D E 0 c"~ m ? O J E3 O =3 r ~ O c+ (D In -S A+ m' m ~ A m C) 7~ A' rr Ao O m 3 J ~ ~n ~ N-° o a T ~ W 3 a ~ m C ~ m (n ° ~ ~ nN = 0. ~ y C"' U) O j L ~ p ~ OS z as m D ~ F ~ • o1D Q om ~1 s 0 C- ~ m c ~ m c N ~o O1 ~ o n G d B o w a ~ o ~ do a~ ~ co m m 0 ~ ~ o i a W L n ~ m W O J N m a n h ~ ~ z (p °o ~ m 3 d + ? m o o ry ~ m m w F N t n ° 3 m ~ m ~ 1 ° o+ N a ~ O ZI o C:) a m~ \ 1 ~ J 1^~1 l 1 ~ ~ O O l 1 ~ ~ l 1 ~ INSPECTIONS WILL NOT BE MADE UNI.ESS THIS CARD IS POSTED ON THE BUILDINta SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD BUILDING PERMIT N0. OWNERL~LOdp 1 SETBACKS FROM PROPERTY LINES: NORTH h 5+ Alat,) ~4'm,~ Ni DATE ISSUED '}'8 Q TYPE OCCUPANCY t I~ ~ . 1 L(' . SOUTH EAST WEST DATE Caissons Reinforcing or Monolithic POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED / Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) ,_-.y~_ t;r_~ , -z i„ • 3~ M Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE ~'IAS BEEN SIGNED p r FI.eo ~,_s ,2a Rough Electrical Rough Plumbing Air Test Gas Piping t z~p Rough Heating & Ventilation ~ Ce ; I iN o.'. (abnve must be signed prior to lraming inspection) ~ I ~ Framin9 O.IC /y .2U~0/ /r . ;F 4-0 G .L. r a G L Insulation p, Drywall nailing 0 ' U'4 Roofing Refrigeration Electrical underground Final Electrical Z Plumbin Z. o Z ' Heatin & Ventilation dJL- / LH 07- Frame c R.O.W. & Drainage Fire Department _L ,a 7 Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 0 ; ~ m ~ Z 0 m 0 C m `V 41, a ~ m e ~ O ~ ~ I ~g e o d ~ 7 ~ (D N~ 7 M M 7 a 3 0 a0 P o 0 'm o ~ ~ w o vm m o 0 tn < O 0 3 w ; 0 d- ` Q r tp 0 o 0 0 ' d Q 3 z a w a , c, M . M ! 2.5 ~ ~%J f N C~.. ~ tG l~D . ~ a o? ~ d N ~ O ,y.. j ` N ~ c :i S . A <p d n a ~ ~ P-~ 7 o ~ ~ M ~ 1 f ~ N fA o a ~ O ~ ~ IMMIN E ~ Z 0 ~ ~ m » * C r 0 v ~ O -i cn cn a ~ m i 9 3 m ~ ~ 7 O ~ _.cr Z < ~ ~ CD 0i . ~ ~a 0 aC) ~ ; o m dm 2 0~ N ~ m ~ a y 0 ~ D CD ~ ! f Q . o , m < ~ a m 7 f ~ ~ . m ~ C- ~ r ~ ~ ~ a~ 0 °y a (D a ~ m 0; O y ~ > ~ A ~~1 . > ~ < a o? ~ o ~ o ~ -c m ` a m ~ ~ o ~ N J ~ ::g o+ F m N y O 7 e a ♦ ♦ O Ong Mt (D C) 0 ~ 0 = ~ » * ~ ~ ~ 0 'n W 2 w m~ nN ~ M cn L~ m 00 C r v ~ ~ v ~ ~ ~ m ~ Letter of Transmittal TURN KEY GENERAL CONTRACTORS, INC. 4894 Van Gordon Street, Suite 305 Wheat Ridge, Colo. 80033-2170 PHONE: 303.467.9667 Date: 11/08/01 Job:979 FAX: 303.467.9384 RE: Code Fire Systems 4896 Van Gordon Wheat Ridge, CO 80033 TO: City of Wheat Ridge Building Dept 7500 W. 29 Ave. Wheat Ridge, CO 80215 ATTENTION: Darin Morqan WE ARE SENDING YOU: Shop Drewings ❑ Plans ❑ Submittals ❑ Tracings ❑ Maintenance and Operation Manuals ❑ Other ~ Date 10/22/01 1 9/20/01, 9/27/01 Concrete Strength Test ReportCTL Thompson 1 10/11/01, 10/19/01 Concrete Strength Test ReportCTL Thompson 1 10/31/01 Concrete Strength Test ReportCTL Thompson 1 10/29/01 Steel Observation, A.G. Wassenaar 1 10/29/01 Fill Observatoin, A.G. Wassenaar THESE ARE TRANSMITTED as checked below: For approval ❑ For your use ~ For review and comment ❑ Approved ❑ For distribution ❑ As requested ❑ Return _ copies Approved as noted ❑ REMARKS: COPIES TO: Signed: Glenn Massarotti SEP-14-2001 09:08AM FRO"USH REESE & CO 131 rcl._ FYELD OBSERVATION REPORT: To: ATTENTLON ' oarE: PROIECT: CLIENT: JOB NUMBER: 10505 +3037159331 T-871 P.002/002 f-408 Tum Key General Contractors 4894 Van Gordon Wheat Ridge, Colorado 80033 Glenn Massoritti September14,20001 Code Fire Systems Tum Key General Comractors OBSERVATION DAT6: September 13, 2001 T1Mfi: 10:30 am. WEATHER: Clear and Warm OBSERVER: MarkDaigle RfMARKS: The purpose of this observation wes to look at die foundarion reinforcemene plflcement on the ebove referenced building. At ttie time ofthe observation, all footings had been compleeed except for the south wall. 7'he south wall fooring had been trenched and the reinforcement placed. it appears that the reinforcement was the proper size, quanGry, spacing and grade. The splices appeared ro be the proper length and the bars were clean. 7'here was some concern of the horizontul reinforeemenc having insuElicicnt cover, due co loose dirt and roeks ac ehe bonom of the wench. 1 had pointed out my concern to Glrnn Massoricti and he assured me the treneh will be clean before placement of concrete snd the bottom horizontal bars will have proper procective covcr_ If you have any questions or we can be of fiuther strvice, please give our offce a cail. Sincerely, SUSH REESE & COMPANY ark D roject Engineer 677 S. Colamdo 131vd., Suite 100, Denver, Colorado 80246-(303)715-383$-(303)715-9331 fax e-mail - mdbrcQuswest.net CONSULTING STRUCTURAL ENGWEERS OCT-23-2001 09:46AM FRON-BUSH REESE & CO +3037159331 T-912 ~~SH R ; C~~Y CONSULTiNG STRUCTURAL ENGINEERS FIELD OBSERVATION 1tEPORT: TO: Turn Key General Conttac[ors 4894 Van Gordon Wheac Ridge, Colorado 80033 ATTENTION: Glenn Massoritti PR07ECT: Code Fae Systems 70B NUMBER:I0505 ODSERVATtON DATE: October 22, 2001 TIME: 130 p.m. WEATHER Cloudy and Cool OBSERVER: Mark Daigle P.002/002 F-545 REMARKS: The purpose of this ohservation was to look az[he fabricaHon ofthe concrete [ilt- up panels. Particularly, the size and spacing of the reinforeement and the placement of the embed plazes. Ac the time of the observation, the Eoundaqon was 5nished, the concrete floor slab was complete, and most of the reinforcement and embed plates witiiin the toncrete tilt-up panels were in place. IJpon observing the fabrication of the cancrete tilt-up panels, ic appeared that the size and spacing of the reinforcement conformed to strucnual drawings. T'he embed plates were located properly. puring my visit i was in conversation with Glenn Massorotti. We discussed the consolidation of the conerete during the plaezment process. We slso address the proper concrete cover needed. A few horizontal reinforcement bars at window jamb iocations needed to 6e cutoff to ensure 1" concrete cover. Glenn ussured me the bars would be shortened. Overall, the reinforcement and the embed plates appesred co conform to the strucrural drawings. My next observation will include [he structural neel packsge, i.e. columns, steel joists, meuanine, and roof deck. Tf you have any questions or we can be of fur[her service, pleaze give our office a call. BUSH REES6 & COMPANY '4"e Daigle ;t Engineer 677 S. Colorado Blvd., Suite 100, Denver, Calorado 80246 -(303)7153838 -(303)7159331 faz c-mail - mdbrcLuswcst.net COMMERCIAL TESTING LABORATORIES ~A DIVISION OF CTL / THOMPSON, INC. Tum Key General Contractor Date: September 20, 2001 4894 Van Gordon ' ~'~Vf~eportID: G4880 - CT - 8904 Suite 305 D~1 ~ Wheatridge CO 80033- ~ L 7 Atfention: Glenn rURN K`c Y G. C. Report of Concrete Compressive Strenqth Tests Project: CODE FIRE Suppiier: Suburban Reddi Mix 4896 Van Gordon Street Location: Foundation wall pouring west to east on the south end of the site. Cast Date: 9113101 I Ticket: 111193 Batch Time: 10:56 Concrete Mix: Specimens Made By: LT I Truck Number: 84 Test Time: 11:40 47SP 314 Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (Fc) Slump Air Content Uensity Temperatura I 3000 psi @ 28 days 5 in. 6.0 % 141.2 pcf. 80 deg. F Compressive Strengths (asTM css) Specimen Age in Diameter Area Load Compressive Percent Type of Number Days (inches) (sq. inches) (Ibs.) Strength (psi) of fc Fracture 1 7 6.00 28.27 66,500 2350 Average: 2350 78 Comme(~~~~C1 ~I Testing Laboratories by: Fred Groom cc: Suburban Reddi Mix 22 LIPAN STREET DENVER, COLORADD 80223 303 / 92S-0777 COMMERCIAL TESTING LABORATORIES ; A DNISION OF CTL/ THOMPSON, INC. Turn Key General Contractor 4894 Van Gordon Suite 305 Wheatridge CO 80033- Atfention: Glenn Date: September 27, 2001 Report ID: G6838 - CT - 8904 Report of Concrete Compressive Strenqth Tests Project: CODE FIRE Supplier: Suburban Reddi Mix 4896 Van Gordon Street Location: SOG 10 ft. north from the south side and 5 fr. west from the eas4 side. Cast Date: 9120101 Ticket: 111535 Batch Time: 14:00 Concrete Mix: Specimens Made By: NB Truck Number: 81 Test Time: 14:58 1 and 2 Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specifled Strength (Pe) Slump Air Content Density Tempereture 3000 psi @ 28 days 4.5 in. 1.5 % 146.2 pcf. 80 deg. F Compressive Strengths (as'rnn c39) Specimen Age in Diameter Area Load Compressive Percent Type of Number Days (inches) (sq. inches) (Ibs.) Strength (psi) of Fc Fracture 1 I 7 I 6.00 1 28.27 82,250 I 2910 Averege: 2910 97 Comm Te ting Laboratories by: G~ _ Fred Groom cc: Suburban Reddi Mix 22 LIPAN STREET OENVER, COLORADO 60223 303 / 825-0777 , ~ COMMERCIAL TESTING LABORATORIES ADIVISION OF CTL/THOMPSON, INC. Turn Key General Contractor 4894 Van Gordon Suite 305 Wheatridge CO 80033- Attention: Glenn Date: October 19, 2001 Report ID: G6838 - CT- 8904 Report of Concrete Compressive Strenqth Tests Project: CODE FIRE Supplier: Suburban Reddi Mix 4896 Van Gordon Street Location: SOG 10 it. noRh fiom the south side and 5 ft. west from the east side. Cast Date: 9120101 Ticket: 111535 Batch Time: 14:00 Concrete Mix: Specimens Made By: NB Truck Number: 81 Test Time: 14:58 1 and 2 Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (fc) Slump Air Content Density 7emperature 3000 psi @ 28 days 4.5 in. 1.5 % 146.2 pcf. 80 deg. F Compressive Strengths (ASTnn css) Specimen Age in Diameter Area Load Compressive Percent Type of Number Days (inches) (sq. inches) (Ibs.) Strength (psi) of flc Fracture L 1 7 6.00 28.27 82,250 2910 ~ Average: 2910 97 2 28 6.00 28.27 119,750 4240 3 28 6.00 ~ 28.27 116,250 4110 4 28 6.00 28.27 ~ 117,500 4160 Averege: , 4170 ~ 139 Comme///rc^^^ial T~esting Laboretories by: Fred Groom cc: Suburban Reddi Mix 22 LIPAN STREET DENVER, COLORA00 H0223 303 / B25-0777 e COMMERCIAL TESTING LABORATORIES Turn Key General Contractor 4894 Van Gordon Suite 305 Wheatridge CO 80033- Attention: Glenn A DIVISION OF CTL/ THOMPSON, INC Date: October 11, 2001 ReportID: G4880 - CT - 8904 Report of Concrete Compressive Strenath Tests Project: CODE FIRE Supplier: Suburban Reddi Mix 4896 Van Gordon Street Location: Foundation wall pouring west to east on the south end of the site. Cast Date: 9113101 Ticket: 111193 Batch Time: 10:56 Concrete Mix: Specimens Made By: LT Truck Number: 84 Test Time: 11:40 47SP 314 Physical Properties of Goncrete (ASTM C143, C231, C138, C1064) Speeified Strength (fc) Slump Air Content Density Tempereture 3000 psi @ 28 days 5 in. 6.0 % 141.2 pcf. 80 deg. F Compressive Strengths (asTnn c39) Specimen Age in Diameter Area Load Compressive Percent Type of Number Days (inches) (sq. inches) (Ibs.) Strength (psi) of Fc Fracture 1 7 6.00 28.27 66,500 2350 Average: 2350 78 2 28 6.00 28.27 90,000 3180 3 28 6.00 28.27 90,500 3200 4 28 6.00 28.27 93,500 3310 Average: 3230 108 Commer Testing Laboratories bY: ./or ✓ ' Fred Groom 22 LIPAN STREET cc: Suburban Reddi Mix DENVER, COLORADO 80223 303 / 825-0777 MT.WMI COMMERCIAL TESTING LABORATORIES A DIVISION OF CTL / THOMPSON, INC. Turn Key General Contractor 4894 Van Gordon Suite 305 Wheatridge CO 80033- Attention: Glenn Date: October 31, 2001 Report ID: g8441 - CT - 8904 Report of Concrete Compressive Strenath Tests Project: CODE FIRE Supplier: Suburban Reddi Mix 4896 Van Gordon Sfreet Location: SOG on the west side about 10 ft. from the soufhwest side of fhe s/ab. Cast Date: 10124101 Ticket: 113690 Batch Time: 8:25 Concrete Mix: Specimens Made By: NB Truck Number: 74 Test Time• 9•18 1 and 2 Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (fc) Slump Air Content Densiry Tempereture 4000 psi @ 28 days 5 in. 6.0 % 140.0 pcf. 60 deg. F Compressive Strengths (as'rnn css) Specimen Age in Diameter Area Load Compressive Percent Type of Number Days (inches) (sq. inches) (Ibs.) Strength (psi) of Pc Frecture 1 7 6.00 28.27 90,000 3180 Averege: 3180 80 Commer 'a g Laboratories by: ~ Fred Groom cc: Suburban Reddi Mix RECEIyED Nnv o 5 2001 TURN KEY G.C. 22 LIPAN STREEf OENVER, COLOPADO 80223 303 / 825-0777 1- 1- - _1 - . . . . . . DM GEOTECHNICAL CONSULTANTS A. G. WASSENAAR, INC. PHONE: 303/759-8100 FAX: 303/756-2920 2180 S. IVANHOE, SUITE 5 October 29, 2001 Tum Key General Contractors, Inc. 4894 Van Gordon Street, Suite 305 Wlieat Ridge, Colorado 80033-2116 Attention: Mr. Glenn Massarotti Subject: SteelObservation Code Fire System Building 4896 Van Gordon Street Wheat Ridge, Colorado Project Number 60906 Gentlemen: DENVER, COLORADO 80222 R~ CEIVED NOV 0 7 1001 TURN KEY G.C. As requested, we observed placement of reinforcement bars in the footing pads at the subject site on September 7, 2001. Our observations indicate the reinforcement was placed in general conformance with the foundation plans. Sincerely, DLT/lia Statement of Services A. G. WASSENAAR, INC. A. G. WASSENAAR, INC. GEOTECHNICAL CONSULTANTS PHONE: 303/759-8100 FAX: 303/7562920 Turn Key General Contractors, Inc. 4894 Van Gordon Street, Suite 305 Wheat Ridge, Colorado 80033-2116 Attention: Mr. Glenn Massarotti Subject: FillObservations Code Fire Systems Building 4896 Van Gordon Street Wheat Ridge, Colorado Project Number 60906 Gentlemen: 2180 S. IVANHOE, SUITE 5 DENVER, COLORADO 80222 October 29, 2001 rt L CEIVED Nnv o 7 2001 TURN KEY G.C. As requested, density tests were taken on a periodic basis on the fill being placed at the site of the subject project. Submitted are Daily Report Ntunbers 1 and 2 covering observations of the fill through the period ending September 6, 2001. The density test results indicate that the fill in the areas tested is being placed according to the proj ect specifications which have been given us. These tests should be considered as periodic observations. The placement of the fill was not continually observed by our firm. The Contractor has been informed of the field density test results. The referenced Proctor compaction test value of 115.4 pcf maximum dry density at 14.0% optimum moisture content is from a representative sample taken at the site for laboratory testing. Attached are the results of this laboratory modified Proctor compaction test, gradation analysis, and Atterberg limits test. Sincerely, DLT/lia Attachments Statement of Services DM A. G. WASSENAAR, INC. GEOTECHNICAL CONSULTANTS PHONE: 303/759-8100 FAX: 303/756-2920 2180 S. IVANHOE, SUITE 5 Turn Key General Contractors, Inc. 4894 Van Gordon Street Wheat Ridge, Colorado 80033-2116 No tests taken this date. Fill Observation At: Code Fire System Building 4896 Van Gordon Street Wheat Ridge, Colorado oaveR, coLoRnnoo 80222 Project No. 60906 Date: 9-04-01 Daily Report No. 1 Page 1 of 1 PROGRESS REPORT: As requested by the Contractor, we visited the site one time today. At the time of our site visit, we pi& up a sample for laboratory testing to determine Proctor specifications. Observation services were conducted on a periodic, on-call basis. Engineering Techni R wm Reviewed By: lia DM A. G. WASSENAAR, INC. GEOTECHNICAL CONSULTANTS PHONE: 303/759-8100 Turn Key General Contractors, Inc. 4894 Van Gordon Street Wheat Ridge, Colorado 80033-2116 FAX: 303/7562920 Fill Observation At: 2180 S. IVANHOE, SUITE 5 Code Fire System Building 4896 Van Gordon Street Wheat Ridge, Colorado DENVER, COLORADO 80222 Project No. 60906 Date: 9-06-01 Daily Report No. 2 Page 1 of 1 Laboratory Specifications Field Deviation Range 4896VanGordon Max Opt From of Depth Dry Moisture Opt Com- Dry Moisture Com- Test or Density Content Moisture paction Density Content paction No. Location Elev (PcQ (Pcf) Soil Type ~ 20' sou[h, 10' east of TSG ll5.4 14.0 -1 to+3 95+ 109J 14.8 95 Sand, very clayey northwestcomer Z 20' south 10' west of TSG 1103 15.2 96 " nor[heast corner 3 20' north, 10' west of . TSG 111.8 16.0 97 " southeas[ comer 4 20' north, 10' east of TSG 110.9 15J 96 " southwest comer TSG = Top of Subgrade FIELD PROCEDURES: Method of Adding Moisture: Hose to Hydrant Type of Earth Moving Equipment and Number of Units: (1) Backhoe PROGRESS REPORT: As requested by the Contractor, we visited the site one time today. At the time of our site visit, we test the subgrade previously prepared by the Contractor. Specified compaction was met in the areas tested this date. The Contractor was informed of our test results, observations, and recommendations. Observation services were conducted ol periodic, on-call basis. Engineering Tech : GI dge ReviewedBy: lia A. G. WASSENAAR, INC. GEOTECHNICRLCON3ULTANiS 140 PROJECT N0:60906 135 130 125 120 ZERO AIR VOIDS CURVE AT 100% SATURATION LL a 115 ~ y Z W 0 r¢ 110 0 105 100 95 90 ~ 2.80 ~ 2.70 ~ U LL 2'60 W a y MAX. DRY DENSRY (PCF) 175.4 I OPTIMUM MOISTURE CONTENT 14.0 850 5 10 15 20 MOISTURE CONTENT - % COMPACTION TEST PROCEDURE ASTM D-1557-91 (METHOD A) SAMPLE DESCRIPT70N A REPRESENTATIVE SAMPLE OF ON-SITE FILL MATERIAL• SAND VERY CLAYEY COMPACTION TEST RESULTS FIGURE 25 30 GRAVEL(%) 3 SAND 53 SILT & CLAY 44 LIOUID LJMIT 27 PLASTICITY INDEX 13 UNIFlED AASHTO NOV-20-2001 09:13AM FROM-BUSN REESE & CO k'IELD OBSERVATION REPORT: +3037159331 T-848 P.002/002 F-646 Tp; Twn Key Genersl Contracfors 4894 Van Gordon Whes[ Itidge, Colorado 80033 ATTENTION: Gleon Massoritri PROJECT: Code Fire Systems JOB NU1v1BER.10505 OBSERVATION DATE: November ll" and 19i°, 2001 'ITME: 4:00 p.m. WEATHER: Warm and mild OBSERVER Murk Daigle REMARKS: The purpose af these nvo Seld visits was to observe the connecting of tilt-up panels, the erection of the steel members, fastening of the decks, and the reinforcing of the masonry wal l. At the time of my visit, all the alt-up panels were in place. T'he steel members, excluding the stairs, were erected. The roof and mezzanine decks were futened to tlie steel joists and ihe masonry wnll was about 30% complete. Upon observing the connection of the tih-up concrete panels w the footing embed pla[es, the weld size and leng[h appeared to be in confonnance wich the contract documents. T'he non-shrink beneath the panels wa5 properly in place. The steel members appeared ro be in compliance with die structural drawings except for the wide flange beam connection az the east entry. Due m the difficulty of placing the heam, an alternative coanection was made. 7'his cannection consisted of construcdng a saddle in lieu of the direct bearing plate. The connection appeared to sufficient. After observing the Eastening of the roof deck as well as che mezzanine deck to the s[eel joists, I found die weld size, spacing and worlmenship conforming to the srrucwral drawings. The deck angle wss in place and was the proper size. The welds connecting the deck and to the wall appeared to be correct size and lengtli. Lastly, I observed the consavction of the south masonry wall. The reinforcemeat size and spacing is in compliaoce with the strucnual drawing.s. The grout cells appeared m be full. This reporc completes our observation of the project. A letter of compliance will be issued to the general contractor once all test repons and a fuial letter of compliance from the testing agency has been submitted to our office. tf you have any questions or we can be of further service, please give our office a eall. COMPANY Daigle / :e Eugineer 677 S. Colorado BIvJ., Suite 100, Denver, Coloredo 80246 -(303)715-3838 -(303)715•9331 fax e-mail - mdbrc@uswest.nel CONSULTING STRUCTURAL ENGINEERS Letter of Transmittal TURN KEY GENERAL CONTRACTORS, INC. 4894 Van Gordon Street, Suite 305 Wheat Ridge, Colo. 50033-2170 PHONE: 303.467.9667 Date:11/20/01 Job:979 FAX: 303.467.9384 RE• Code Fire Systems Inc. 4896 Van Gordon Wheat Ridge, CO 80033 TO: City of Wheat Ridge Buildin De artment 7500 W. 29 Ave. ATTENTION: 80215 WE ARE SENDING YOU: Shop Drawings ❑ Plans ❑ Submittals ❑ Trecings ❑ Maintenance and Operation Manuals ❑ Other ~ Copies Date oescnptwn 1 11 20 01 Field Observation Report Bush Reese THESE ARE TRANSMITTED as checked below: For approval ❑ For your use 0 For review and comment ❑ Approved ❑ For distribution ❑ As requested ❑ Return _ copies Approved as noted ❑ REMARKS: COPIES TO: Signed: Glenn Massarotti Letter of Transmittal TURN KEY GENERAL CONTRACTORS, INC. 4894 Van Gordon Street, Suite 305 Wheat Ridge, Colo. 80033-2170 PHONE: 303.467.9667 Date:12/12/01 Job:979 FAX: 303.467.9384 RE: -Code Fire S stems Wheat Ridge, CO 80033 TO: Wheat Ridge Building Department 7500 W.29 Ave. Wheat Ridge CO 80215 ATTENTION: Darin Morgan WE ARE SENDING YOU: Shop Drewings ❑ Plans ❑ Submittals ❑ Tracings ❑ Maintenance and Operation Manuals ❑ Other EK Copies Date 1 12-6-01 1 12-4-01 THESE ARE TRANSM For approval ❑ For distribution ❑ REMARKS: Description Concrete Test Report CTL Thompson Cancrete Test Report CTL Thompson TTED as checked below: For your use N For review and comment ❑ Approved ❑ As requested ❑ Return _ copies Approved as noted ❑ COPIES TO: Signed: Glenn Massarotti r COMMERCIAL TESTING LABORATORIES A DIVISION OF CTL / THOMPSON, INC. Turn Key General Contractor 4894 Van Gordon Suite 305 Wheatridge CO 80033- Aftention: Glenn Date: December 6, 2001 ReportID: G9175 - CT- 8904 Report of Concrete Compressive Strenath Tests Project: CODE F1RE Supplier: Suburban Reddi Mix 4896 Van Gordon Street Locatien: Curt+ and gufter along 49th P/ace, north side of the building. Cast Date: 11129101 Ticket: Batch Time: 13:20 Concrete Mix: Specimens Made By: FS Truck Number: 85 ~ Test Time: 14:05 57P Physical Properties of Concrete (ASTM C143, C231, c138, c1064) Specified Strength (£c) Slump Air Content Density Tempereture . 4000 psi @ 28 days 3.5 in. 5.4 % 942.0 pcf. 66 deg. F I Compressive Strengths (asrnn css) Specimen Age in Diameter Area Load Compressive Percent Type of Number Days (inches) (sq. inches) (Ibs.) Strength (psi) of f'c Fracture 7 ~ 6.00 28.27 147,750 5230 Average: I 5230 j 131 Commer ial Testing Laboretories bY: Fred Groom cc: Suburban Reddi Mix 22 LIPAN STREET C7ENVEP. COLOP,ADO E0223 2Of9 1. COMMERCIAL TESTING LABORATORIES A DIVISION OF CTL / THOMPSON, INC. Turn Key General Contractor 4894 Van Gordon Suite 305 Wheatridge CO 80033- Atfention: Glenn Date: December4, 2001 Report ID: H0185 - CT - 8904 Report of Concrete Compressive Strenath Tests Project: CODE F/RE 4896 Van Gordon Street Loca:ion: Supplier: ~ Cast Date: 11/21/01 1 Ticket: ~ Batch Time---~ Concrete Mix: II Soecimens Made By: I Truck Number. Test Time: I Phy5lCal Prop0ltl@S Of CO►1CPet2 (ASTM C143, C231, C138, C1064) Speci£ed Strength (fc) Stump Air Content Density Temperature psi @ 28 days in. % _ pcf. deg. F Compressive Strengths (asTM Css) Specimen Age in Diameter Area Load Compressive Percent Number Days (inches) (sq. inches) (Ibs.) Strength (psi) of Pc ~ - - 13 2.75 5.94 32,350 ' 5450 y C- _ ~ - Average: i 5450 ~ Commercial Testing L boratories cc: b. Fred Groom Comments: Samples taken fiom a bucket of concrete. Type of Fracture 30I~ ! O°=_"--~ 22 LIPAN STREET DENVER. COLOPADO 80223 Letter of Transmittal TURN KEY GENERAL CONTRACTORS, INC. 4894 Van Gordon Street, Suite 305 Wheat Ridge, Colo. 80033-2170 PHONE: 303.467.9667 Date: 12/05/01 Job:979 FAX: 303.467.9384 RE: Code Fire Systems, Inc. 4896 Van Gordon Wheat Ridge, CO 80033 TO: Wheat Ridge Building Department 7500 W. 29 Ave. Wheat Ridge, CO 80215 ATTENTION: Darin Morgan WE ARE SENDING YOU: Shop Drawings ❑ Plans ❑ Submittals ❑ Trecings ❑ Maintenance and Operation Manuals ❑ Other ~ Copies Date Description 1 11-13-01 Masonry Observation Report - CTL Thompson 2 11-15-01 Masonry Observation Report - CTL Thompson 2 11-16-01 Masonry Observation Report - CTL Thompson 1 11-17-01 Masonry Observation Report - CTL Thompson 1 11-19-01 Masonry Observation Report - CTL Thompson THESE ARE TRANSMITTED as checked below: For approval ❑ For your use (Z For review and comment ❑ Approved ❑ For distribution ❑ As requested ❑ Return copies Approved as noted ❑ REMARKS: COPIES TO: Signed: Glenn Massarotti STRUCTURAL MASONRY OBSERVATION REPORT ,i Client Name: Turn Key General Contractor Inspection Date: 11/13/2001 Project: Code Fire Field Rep: JM Job Number: CT-9203 Location: South Wall Grid Lines: On grid line 4 between lines A and E. Elevations: 4' Bond Beam Elevations: Pians: Bush and Reer and Company Structural Drawings Dated 08/1212001, Sheet 52.1 MATER/AL INFORMATION MORTAR CMU 'Prooortions Type: S Cement: 1 part Size: 8 z 8 x 16 Temperoture°F: 64 Lime: 1 part ~ i. Placement Pattern: Running Bond 'i I _ Weather Protection: None Sand: 3 parts I, GROUT JOB-BATCHED GROUT GROUTING PROCEDURES Prooortions Type: Coarse Supplier: Suburban Reddi Mix Mix ID: 7ruck: 67 Ticket: 114503 Batch Time: Finish Time: Cement: Sand: Pea Gravel: Mixing Time (3-10 min): Yes Approximately Slump: 8" Grout Tempereture,°F: 62 Ambient Temperature.,°F: 50 REINFORCEMENT: VERTICAL Lift Type: Low Lift Helght: 4' Lift Elevation: See Above Reconsolidated By: Rodding BOND BEAM REINFORCEMENT HORIZONTAI ~ Joint Reinforcement: 16" O.C. Lap 16" . Grade: 60 Grade: 60 I I Type: Ladder Size: 146 Size: Continuous at Control Joint? Yes Spacing (inches): 40 Splices (inches): Splices (inches): 36 Continuous at Control Joint7 N/A I Control Joints: 146 each side , Openings: 146 each side I, CONDITION OF BLOCK PLACEMENT TESTSAMPLES i Thelowtions observed were Mortar Fins Removed: Yes Mortar Sampies: No I I found to be In substantial Grout Cells Clean: Yes Grout Samples: Yes conformance with the approved Cieanouts Clean: Yes Prisms Built: Yes plans, specifiwlions, and/or Y0S 'I structural revisions: JI REMARKS: Phiilip Jones- 22 LIPAN STREET DENVER, COLORADO 80223 303 / 825-0777 This test report relates only to che items tested and shall nat 6e reproduced, ezcep[ in full, wi[houe written approval of Commercial Tesbng Laboratories STRUCTURAL MASONRY OBSERVATION REPORT Client Name: Turn Key General Contractor Inspection Date: 11/15/2001 Project: Code Fire Field Rep: MC Job Number. CT-9203 Location: South Wall Grid Lines: Between grid lines A and B on line 4 Elevations: 4' to 8' Bond Beam Elevations: 12' Plans: Bush Reese Drawings Drawings 07125/2001, S1 general notes / S4 detail 10. MATERIAL INFORMATION MORTAR CMU Prooortions I F- Type: S Cement: t bag ~ Size: 8 z 8 x 16 Temperature,OF: 55 Lime: Mixed i Placement Pattern: Running Bond Weather Protection: None Sand: 18 shovels ~ I - -I GROUT JOB-BATCHED GROUT GROUTING PROCEDURES Type: Coarse Supplier: Suburban Reddi Miz Mix ID: 475P Truck: 90 Ticket: 1 t 4598 Cement: Sand: Pea Gravel: Mixing Time (3-10 min): Prooortions Batch Time: 10:10 Finish Time: 11:00 Approximately Slump: 9" Grout Temperature,°F: 65 Ambient Temperature.,°F: 60 HORIZONTAL VERTICAL LiftType: LOW Lift Height: 4' Lift Elevation: see above Reconsolidated By: Rodding BOND BEAM 'Joint Reinforcement: 16" o.a Lap 6" Grede: 60 Grade: 60 Type: Ladder Size: 7-#6 Size: 245 . Continuous at Control Joint? Yes Spacing (inches): 40 Splices (inches): 30 . Splices (inches): 36 Continuous at Control Joint? Yes Control Joints: 1-#6 each side . Openings: 146 each side CONDITION OF BLOCK PLACEMENT TESTSAMPLES I The lowtions observed were Mortar Fins Removed: Yes Mortar Samples: Yes I found to be in substantial Grout Cells Clean: Yes Grout Samples: Yes conformance with the approved Cleanouts Clean: NIA Prisms Built: Yes j plans, specificatlons, and/or YeS I structurol revisionr. I REMARKS: Other Horizontal Reinforcement Lentil over door. ~ ~e Phillip Jones 22 LIPAN STREET DENVER, COLORAOO 80223 303 / 825-0777 This test report relates only to the items cested and shall noc be reproduced, except in full, without written approval of Commercial Tesdng Laboratories STRUCTURAL MASONRY OBSERVATION REPORT Client Name: Turn Key General Contractor Inspection Date: 11/15/2001 Project: Code Fire Field Rep: MC Job Number: CT-9203 Location: Southwall Wall Grid Lines: Between grid lines A and Bon line 4. Elevations: 6' to 12' Bond Beam Elevattons: Plans: Bush Reese Drawings Dated 07/2512001, Sheet S1 general notes Detail S-4 MATERIAL INFORMATION MORTAR Type: S Tempereture,°F: 62 Weather Protection: None Prooortions Cement: 2 bags Lime: mixed Sand: 34 shovels GROUT JOB-BATCHED GROUT Type: Coarse Supplier: Suburban Reddi Mix Mix ID: 47SP Truck: 76 Ticket: 114627 Batch Time: 2:40 Finlsh Time: 3:46 Prooortions Cement: Sand: Pea Gravel: Mixing 7ime (3-10 min): Yes Approximately Slump: 9" Grout Temperature,°F: 70 Ambient Temperature.,°F: 68 HORIZONTAL RE/NFORCEMENT. VERTICAL BOND BEAM REINFORCEMENT I Joint Reinforcement: 16"o.c. Lap 6" Type: Ladder ~ Contlnuous at Control Jointl Yes i I Grade: 60 Size: 1-#6 Spacing (inches): 40 Splices (inches): 36 Control Joints: 1-#6 each side Openings: 146 each side Grade: 60 Size: Splices (inches): Continuous at Control Joint7 N/A CONDITION OF BLOCK PLACEMENT TEST SAMPLES Tha locations observed were Mortar Fins Removed: Yes Mortar Samples: Yes found to be in substantial Grout Cells Clean: Yes Grout Samples: No conformance with the approved Cleanouts Clean: N/A Prisms Built: No plans, specifications, andlor YgS structural revisions: REMARKS: Phillip Jo- CMU I Size: 8 x 8 x i6 I Placement Pattern: Running Bond GROUTING PROCEDURES Ltft Type: Low Lift Height: 4' Lik Elevatlon: See Above Reconsolidated By: Rodding 22 LIPAN STREET DENVER, COLORADO 80223 303 / 825-0777 Thia test report relaces oniy co rhe items tesced and shail not he reproduced, excepc in full, withouc wriccen approval of Commercial Tescing La6oramries STRUCTURAL MASONRY OBSERVATION REPORT ~ I Client Name: Tum Key General Contractor Inspection Date: 11/16/2001 Project: Code Fire Field Rep: MC Job Number. CT-9203 Location: Southwest Wall Grid Lines: Between grid lines A and B on line 4 Elevations: 72'to 14'-8" Bond Beam Elevations: 12' Plans: Bush Reese S1 General Notes/S4 Details 10 Dated 07/25/2001. MATERIAL INFORMATION MORTAR CMU Prooortions I ; Type: S Cement: 2 bags Size: 8 x 8 z 16 , Temperature °F: 56 Lime: mix Placement Pattern: Running Bond I, Weather Protection: None Sand-34 shovels 1 J, 1 - GROUT JOB-BATCHED GROUT GROUTING PROCEDURES Type: Coarse Suppiier: Suburban Reddi Mix Mix ID: 47SP Truck: 56 Ticket: 114657 Cement: Sand: Pea Grevel: Mlxing Time (3-10 min): Prooortions Lift Type: Low Lift Height: 2'-8" Lift Elevation: See Above Reconsolidated By: Rodding Batch Time: 9:55 Finish Time: Approximately Slump: 9" Grout Temperature,°F: 65 Am6ient 7empereture.,°F: 63 RE/NFORCEMENT: HORIZONTAL VERTICAL BOND BEAM REINFORCEMENT I Joint Reinforcement: 16" Lap 6" Grade: 60 Grede: 60 ~I Type: Ladder Size: 146 Size: 245 I Continuous at Control Joint? Yes Spacing (inches): 40 Splices (inches): Splices (inches): 36 Continuous at Control Joint? N/A ~ Control Joints: 146 each side ~ Openings: 146 each side j The locations observed were found to be in substantial ! conformance with the approved . plans, specifications, and/or YBS structurel revisions: REMARKS: CONDITION OF BLOCK PLACEMENT Mortar Fins Removed: Yes Grout Cells Ciean: Yes Cleanouts Clean: N/A TESTSAMPLES Mortar Samples: No Grout Samples: No Prisms Built: No ~P-_ ov • 0 hil(ip 22 LIPAN STREET DENVER, COLORADO 80223 303 / 825-0777 This tesc report relaces only [o the items wsted and shall not be reproduced, ezcepc in full, without wricten approval of Commerciai Testing La6oratories STRUCTURAL MASONRY OBSERVATION REPORT Client Name: Turn Key General Contractor Inspection Date: 11/16/2001 Project: Code Fire Field Rep: MC Job Number: CT-9203 Location: SW Wall Grid Lines: Between grid lines A and B on line 4 Elevations: 14'-8" to 17'-4" Bond Beam Elevations: Plans: Bush Reese Si General Notes Drawinqs Dated 0712512001 Detail 10 Sheet S4 MATERIAL INFORMAT/ON MORTAR CMU ! Prooortions Type: S Cement: 2 bags Size: 8 x 8 z 16 perature °F: L ' n 60 Lime: Placement Pattem: Running Bond Protection: We,t h ,r None Sand: 34 shovels GROUT JOB-BATCHED GROUT GROUTING PROCEDURES Type: Coarse Supplier: Suburban Reddi Mix Mix ID: 47SP Truck: 77 7icket: 114687 Cement: Sand: Pea Gravel: Mixing Time (3-10 min): Proportions Batch Time: 2:35 Finish Time: 3:35 Approximately Slump: 8" Grout Temperature i 66 Ambient Temperature.,OF: 70 RE/NFORCEMENT: HORIZONTAL VERTICAL Lift Type: Low Lift Height: 2'-8" ' Lift Elevation: See Above Reconsolidated By: y BOND BEAM REINFORCEMENT Joint Reinforcement: 16" o.c. Lap 6" Grade: '60 Grade: 60 Type: Ladder Size: 7ti6 Size: I Continuous at Control Jointl Yes Spacing (inches): 40 Splices (inches): Splices (inches): 36 Continuous at Control Joint? N/A Control Joints: 146 each side Openings: 146 each side CONDITION OF BLOCK PIACEMENT TEST SAMPLES The locations observed were Mortar Fins Removed: Yes Mortar Samples: No ~ found to be in substantial F Grout Cells Clean: Yes Grout Samples: No conformance with the approved Cleanouts Ciean: Yes Prisms Buiit: No I i plans, specifications, and/or Y2S i I structurel revisions: REMARKS: Phillip Jones 22 L.IPAN STREET DENVER, COLOf3AO0 00223 303 / 825-0777 This test reparc relaces only to the items testetl and shall not be reproduced, except in full, withouc wriuen approval of Commercial Testing La6oratories STRUCTURAL MASONRY OBSERVATION REPORT I Client Name: Turn Key General Contractor Inspection Date: 11/17/2001 Project: Code Fire Field Rep: MC Job Number: CT-9203 Location: Southeast wall and Southwesf wall Grid Lines: On grid line 4 betaeen lines 8.5 and E also between grid lines A and B at line 4. Elevations: 4' to 8' - 17'-2" to 19'-4" Bond Beam Elevations: Plans: Bush Reese General Notes St Details 54-10 Dated 0712512001. MATERIAL INFORMATION MORTAR Prooortions Type: S Cement: 2 bags Temperature,°F: 60 Lime: mix Weather Protection: None Sand: 34 shovels Size: 8 x 8 x 16 I Placement Pattern: Running Bond GROUT JOB-BATCHED GROUT GROUTING PROCEDURES -__-Prooortions Type: Coarse Supplier: Ready Mixed Concrete Mix ID: 47SP Truck; 76 Ticket: 114700 Batch Time: 10:40 Finish Time: 12:35 Cement: Sand: Pea Gravel: Mixing Time (3-10 min): Approximately Siump: 9" Grout Temperature,°F: 66 Ambient Tempereture.,°F: 68 Lift Type: Low Lik Height• 2'to 4' Lift Elevation: See Above Reconsolidated By: Vibrator HOR120NTAL VERTICAL CMU BOND BEAM REINFORCEMENT Jolnt Reinforcement: 16" o.c.' Lap 6" Grade: 60 Grade: 60 Type: Ladder Size: 1-#6 Size: I Continuous at Control Joint? Yes Spacing (inches): 40 Splices (inches): Splices (inches): 36 Continuous at Control Joint? NIA Control Joints: 146 each side ~ , Openings: 146 each side i CONDITION OF BLOCK PLACEMENT TEST SAMPLES ~ The lowtions observed were Mortar Fins Removed: Yes Mortar Samples: No found to be in substantial Grout Cells Clean: Yes Grout Samples: No ~I conformance with the approved Cleanouts Clean: N/A Prisms Built: No plans, specifications, and/or Y2S 'structuralrevisions--- - - I -J REMARKS Phillip Jones ~ 22 LIPAN STREET DENVEFi, COLORA00 80223 303 / 625-0777 This test report relates only to the items tesred and shall not be reproduced, except in full, without wriccen approval of Commercial TesUng Laboratones i STRUCTURAL MASONRY OBSERVATION REPORT Client Name: Turn Key General Contractor Inspection Date: 11/19/2001 Project: Code Fire Field Rep: MC Job Number: CT-9203 Location: Southwest Wail Grid Lines: Between grid lines A and B on line 4. Elevations: 19'04" to 22'-8" Bond Beam Elevations: Plans: Bush Reese Drawings Dated 07/2512001 MATERIAL /NFORMAT/ON Type: S Temperature,°F: 54 Weather Protection: None GROUT Type: Coarse Supplier: Suburban Reddi Mix Mix ID: 47SP Truck: 04 Ticket: 114713 Batch Time: 12:15 Finish Time: 1:30 VERTICAL CMU Size:8x8z16 Placement Pattern: Running Bond GROUTING PROCEDURES Lift Type: Low Lift Height: 3'-4" lift Elevation: See Above Reconsolidated By: Vibrator BOND BEAM REINFORCEMENT HORIZONTAI Joint Reinforcement: 16" o.c. Lap 6" Type: Ladder Continuous at Control Joint? Yes MORTAR Prooortions Cement: 2 bags Lime: Mix Sand: 34 shovels JOB-BATCHED GROUT Cement: Sand: Pea Gravel: Mixing Time (3-10 min): Prooartions Approximately Slump: 9" Grout Temperature,°F: 60 Ambient Temperature.,°F: 60 Grade: 60 Size: 1-#6 Spacin9 (inches): 40 Splices (inches): 36 Control Joints: 1-#6 each side Openings: 146 each side Grade: 60 Size: 2-tF5 Splices (inches): 30 Continuous at Control Joint? Yes CONDITION OF BLOCK PLACEMENT ~ The Iocations observed were Mortar Fins Removed: Yes found to be in substantial Grout Cells Clean: Yes contormance with lhe approved Cleanouts Clean: NIA plans, specifications, and/or Y0S L structural revisions: REMARKS: TESTSAMPLES Mortar Samples: No Grout Samples: No Prisms Built: No Phillip Jones 22 LIPAN STREET DENVER, COLOFaA00 H0223 303 / B25-0777 This cesc report relates only to the items cesced and shall nat be reproduced, excepe in fulL without written approval of Commercial Testing Laboretories COMMERCIAL TESTING LABORATORIES A DIVISION OF CTL / THOMPSON, INC. Turn Key Genera/ Contractor 4894 Van Gordon Suite 305 Wheatridge CO 80033- Atfention: Glenn Date: November 21, 2001 Report ID: g8441 - CT- 8904 Report of Concrete Compressive Strenqth Tests Project: CODE FIRE Supplier: Suburban Reddi Mix 4896 Van Gordon Streef Location: SOG on the west side about 10 ft. from the southwesf side of fhe slab. ~ Cast Date: 10124101 Ticket: 1 113690 I Batch Time: 8:25 ' Concrete Mix: ii Specimens Made By: i NB I Truck Number: 74 ~ Test Time: I 9:18 _ 1 and 2_ I Physical Properties of Concrete (ASTM C143, C231, C138, C1064) Specified Strength (fc) Slump Air Content Density Temperature li i 4000 osi Cd 28 davs 5 in. 6.0 % 140.0 pcf. 60 deg. F Compressive Strengths (ASTnn css) Specimen Age in Diameter Area Load Compressive Percent Type of Number Days (inches) (sq. inches) (Ibs.) Strength (psi) of f'c Fracture L q L 7 I 6.00 - 28.27 I 90,000 ~ 318 _ Average: L 3180 I 80_ i - l p i pg I 6.00 T _28.27 120,000 4240 l 3 I Zg I 6.00 28.27 I 12Q500 4260 q Zg I 6.00 - ' 28.27 - 1 121,500 i - 4300 - Averag 4270 i 107 Commercial 7esting Laboratories bY: : Fred Groom cc: Suburban Reddi Mix 22 LIPAN STREET DENVER, COLOFiADO E30223 303 / 825-0777 This CesC report relates only to [he icems tested and shall not be reproduced, except in hill, avithout written approval of Commerciai Testing Labnratories Letter of Transmittal TURN KEY GENERAL CONTRACTORS, INC. 4894 Van Gordon Street, Suite 305 Wheat Ridge, Colo. 80033-2170 PHONE: 303.467.9667 Date: 11/28/01 Job:979 FAX: 303.467.9384 RE: Code Fire Systems 4896 Van Gordon Wheat Ridge, CO 80033 T0: City of Wheat Ridge Building Department 7500 W.29 Ave Wheat Ridge, CO 80215 ATTENTION: Darin Morpan WE ARE SENDING YOU: Shop Drawings ❑ Plans ❑ Submittals ❑ Tracings ❑ Maintenance and Operation Manuals ❑ Other ~ Copies Date Description 1 11-21-01 Concrete test CTL Thompson THESE ARE TRANSMITTED as checked below: For approval ❑ For your use ~ For review and comment ❑ Approved ❑ For distribution ❑ As requested ❑ Return _ copies Approved as noted ❑ REMARKS: COPIES TO: Signed: Glenn Massarotti iF wHEqr 7SEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: {o q BUILDING INSPECTION LIIVE - 303-234-5933 Da.e: GTTY OF WFIEAT RIDGE 7500 WEST 29TH AVENLTE WfiEAT RIDGE, CO 80215 - (303-23p5-2p8p5F~,~~5I..F~./.~ COCOftPO~ . APP~N.Og~fi Y Property Owner: ~ ✓ Property Address:l j ~~JG yJ f~0 iJ Phone : L f~ 7--~7~~ -7 Contactor License No.: TV N k't~ Comaanv: ~ s 2<.: =T iZ 1 L Phone: OWNER/CONTRACIOR SIGNATURE OF UNDERSfACIDING AND AGREB[vIENT I hereby ceRify thaz Ne set6ack distances proposed by t]ils permit application aze accurate, aad do not violate applica6le ordiaaaces, niles or rogutafions of the Ciry of Whea[ Ridge or coveaants, eazemeats or crstrictions of rerord; that af1 meuueements shovm, and allegations made ace atcucafe; that I have read and pgree to abide by aIl co¢ditioas printed on t3us applicatlon andtliaY I assumc fvll responsibility for wmpliance with the Wheat ' S.G) d al1 thec appticabLe WheatRidgeOed'iaance; cworkunder ' - (OF'N6R)(CONiRACI03U:SI ~IE Descriptian: rEi ~~G~ rf • Construction Value: Permit Fee: Plan Review Fee: Use Tax: Totat: BTJILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Ap^y.`0'l2:: ZOIlIIlg: = 1 HUILDWG CoMMENTS; ~ L~ I~-~-~ti ~ • • Approval: ~ PUBLIG WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories Residenrial Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: ExpiraflonDate; Expirat[onDate: ' Exp¢aflonDate; Approval: Approval: ApprovaL' (1) 'Chie permit was issued in accordmce with th< pmviaionx set focth in your applicafi'oa a¢d is suhject to the LaWS of the State of Colorado md to tlve Zoniag Aegula4oos a¢dBwldiag Codes of WheatRidgq CoLocado or any other applicable ordiaancu of USe City. (2) 'Lbis permit shall ezpite if (A) the work authodzed is aot commcac<d within sixty (60) days from issue date oi (B) the huiiding authorized is suspended or 'abandoned for a period of 120 days. (3) 1f this permit czpires, a¢aw permit may be acquired foc a fre of onahalf tlu amount ¢oemally mquued, provided ¢o cha¢ges have heen or will be made ia the onanil pfaps aad specificatio¢s and auy smpension ox ahando¢me¢thit noC ezceeded one (1) yeaz. IIchanges have b«a or if auepeaiionor abmdoomeat ezceed3 one (1) yeaz, Cull fees shall be paid for a new peemit (4) Mo work of any mam<r shaL1 he done that wiU change Uu aaNnl Ilow of water cau:ing a drainage p[o61em. (5) Couhutocshall uoGfyNeBuildin:Iaryeetortwenty-foirt(24)hau[siaadvanceforalliusoectlonsandshillceceivewrittenappcoralonmspectoncazdbefore praceedi¢q with suceessive phazes of thejob. (6) 'Lhe issna¢ce of a pemit oc the apocoval of drawinga and speci5cado¢s shaLL mt be coastxued to be a permit for, ¢or an approvil oF, my violatlon of Ihe . pxovisiom of the building coda or aay oNer ordinan«, law, nile ar reguladon . Chief Building Inspector i ~ ~ _ WNNNFR"TSimms Street, Arvada, CO 80004 • 303/424-3012 - 303/432-7995 fax Fire Alarm System Plan Review Comments .Date: October 1, 2001 Location: Code Fire Systems Bldg 4 Contractor: Osage Electric Reviewed By: Steve Steigleder Address: 4896 Van Gordon St Code 1997 UFG NFPA 72 1. A separate permit will need to be obtained from the Building Inspection Division of the City of Wheat Ridge for the installation of the fire alarm system 2. The Electrical Inspector for the City of Wheat Ridge will conduct the ruffwiring and 120 volt power connections. The Fire Marshai's Office will aLso need to conduct a ruff location inspection and witness the acceptance test. 3. Please provide lock on circuit breaker providing power to the fire alarm panel. 4. Sprinkler control valves will need to indicate a trouble condition to the supervisory agency. Is this a distinctly different signal as required by the fire code to indicate that the sprinkler valves aze being closed? 5. The location of the outside horn and light may change as we have not yet seen sprinkler plans. 6. Audibility tests will need to be conducted to determine that a minimum of 15 decibels above the ambient noise level is obtained in the presence of the Fire Mazshal's Office. If resuhs aze not achieved, additional units may be required. Two telephone lines will need to be provided to the Sre alarm panel or DACT. One will need to be a dedicated line for the fire alarm panel. The second may be a business line. 8. The installer shall provide written documentation that the system has been installed and tested in accordance with approved plans and specifications. A copy ofthe Certification form is attached. 9. Twenty four hours notice required for all inspections. Inspections aze conducted Tuesday through Friday. Please call 303-424-3012 for inspections. ' STAiR - 57Ah i - 11Oed ; ~ i i~ ~ ~ I ~ 1 DN ~ i ----G-- ' ~ j - ~ i ~ ~ 2 COND. t4 a. i. _ 1 ~ I t ~ g i~ , ~ i' E i ~ fj HORN~STROBE CK1,-7 r ~..ai 't I l I i - I TO F,A..P. ~ I ( ~a~ ~tW_ II ~ i ~ ! C ~ I ~ ~L [ A o 15cd _ . ~ 111 -E 15cd ~ ~ ~ ~ _ ~ at~e~~ {1 _ ~ ~ ; i ~ ' 30cd ( f E ~ R I (4) COND. t6ga: ~ 2 COND. i4 itOcd , 9 ZONE-°3 Hi~itd STROBE CKT,-t ' ' o i ~ TO F.A.C,P. ~ TO F.A.C.F. r ~ I ~ _ i _ _ ~ II _ ~..1-' i i - I 15c rc~___ d ~ .i ; _ - ~ J i ii ~ ~ i, ~ i ~ , f i ~ ~i ,I I 1. t ~r ~ ~ F i i I ~ i i u I s ~ m ~ , i i i #r--- _ _ ~ , ~ I ~ I~ ~4) COND, l6gc. ,i{ r ~ toN~-a ~ i~ i i ~ STa~~ ~a i i ~ TO F.A.C.P, j it SfiAIR ~1 r-----, ~ a - i i ~ , w ii i ~ i, ~ i / ~ ' l---~~-- V ~ ; ~f . ±I :I I ~ 3fkd ;i L ~i ~ ; ~ I ~ ~t i ~ ~ i --~.--~I i~ i~ a i i~ - i 'i I I a E j ~ i, f ~ ~ ~ i ~ ~ i ii ~ ~ ( I E ~ ~ -15cd ~ ~ E. ; ~ , , ! I V i ~ I P~ i ❑ 1 1 ~ ii I~, ~ ~ C> i ! ~ I i-~ I - , , , 1 t Oed l i ---t i ; ~ j ! ' ~ i ~ ~ 1~/ ~ fir-''- ~ i I i i r (t--~._.._____ i~ i ~ 1 1 E i t5cd .4 f -'J I I; 4 i € f ~ ~ ~ ~ ~ ~ 5cd 15cd ~ i j it i ~ ~ t ~ t5cd I~ P - ~ { ~ ~ 3 ~ / ~ ~ I a-- ~ rt I i i iI r i ~ 1 ~ ~ ~ ~ I 5cd i, ; I' ~ ~ : ~ t5ed t ~ 11 1+~ ~ i j k ~ ~ ~ ~p~ - ~ ~i dcc~rctni_a'~ i ~ I ~ # (4j COND, 16go. - ~ , ~ , i ~ e,rruit Gv~h a N -t (i ~ 3 ~ I % and nbere re ZO E & 24WC ~ i , t TO F,A.C.P, i~- I i ~ ~ I j ~ ' i ~ _ ~ a i _ I I i~ WHERE r~ ~ 1 ~ ~ ~ ~I ~ I ~ F _ 1 t Cad . _ . _ 5 AtR 1 . I ~ i (I f ~ ~ -2- r--T -.k-- # I ' s I i !i f ~ ~ ! _ ~ r~ - ~ ~ ~ ~ _ _J _ I f i~ ~ i~ OUTPUT i -i..~ ~ _ _ _ i i ~ f i ~ ~ ____--I 1~-~_LLi i - _____._-------.--i~---_ GAS - - _ ~.1 h~ETEfi f ~ C t~__ _a i L,-'' I c i t j 4 ~2) COND. t6ga, ~ ° BONE-2 TO EA.C.P. MAIN LE~E~ FIRE ~ A L M PEAK MEZZAN~N sca~E , 8" = , ° E ~ E VE L~ F ( R ~ O E ADAM P PAN v UUTRU7 2 0 0 6 0 -------~_W____. i i p - ~ t1Qcd 1tOcd t a 1 P S RINKLER FLOW SWITCI~ `1 ~ ~ 2 SPR1~1K R T / i LE AMPER VALVE 1+ ~a 3 SMOKE ~ T T EEC UR @ F.A.C.P, ' 4.7K H 4 MANUAL PULL STATION @ E.A.C.P. 3Ocd 15cd 15cd 15cd 4.7K t5cd itOcd 30cd ttOcd ~ . ~ ~~i ~ i ~I~ Ali N N N N H 4, 7K WP 15cd 15cd 15cd 15cd 1}Ocd ~ t5cd 15cd ~ ~ 1 l ~ i S ~ ~ / 1 / \ / ~1/ 4.7K ~ ~ ~ ~ / ~ > ~ ~ N N 4.7K S , 4, 7K ZONE 1 2 3 4 HORN 1 Z <a° FIRE ALARM ~ ` (2) FOUR CONDUCTOR CONTROL PANEL. If It I TELEPHONE WRE I'l TT W"T III -L BRONCO FIRE ALARM SYSTEMS, INC. TO TELEPHONE BOARD lji~ III UN TI 3704 OSACE STREET MOG N t 2rT5 PHONE 303477.1430 110V - - QENVER, CO 80211 FAX 303.477.0957 OSAGE ELECTRIC COMPANY POWDER11ORN CODE N I R 6384 W. 54th, Suite 2001, Arvada CO 80042 FIRE ALARM FIRE SYSTEMS, INt L ~ R NUMBER - SCALE: NONE Michael J. Hutchison Associates, Inc. 303-480-0110 POWDERHORN DUSSINESS PARK W~I FAX 480 ATRIDGE, COLORADO C o n s u1 t, n 9 Elect r it at E n g i n e e r s `ONTRACTO 173' Central Street Denver, Colorado 80211 480--5144 Fox 453-80?6 e-mail: O-E-C@atz.net OAGE ELECTRIC SEE. uaER «rrtjha9 mjriaott.dbs com 1 OF 1 AS SHOWN I 9 I2, l01 01 -013 7500 West 29th Avenue The City of Wheat Ridge, Colorado 80215 Wheat Ridge Telephone 303/ 235-2846 FAX 303/235-2857 AFFIDAVIT OF PLAT CORRECTION ~ 18 October 2001 i. ~ „o ' Clerk and Recorder ~l j Jefferson County 1000 Jefferson County Parkway Golden, CO 80419 RECfPTIOH Hd. F'1352E361 1.1I(}3J2001 13:43:21 F'G: 001-001 PFlOE FEE: 5.00 DOC.FEE: 0.00 RE:t:ORDED IN JEFFFRSON COUNTY, COIORRDO RE: Powderhorn Park Amendment No. 2 Dear County Clerk: Please be advised that the subject plat was recorded on 1 October 2001 at Book 113 and Page 40, Reception # F1329331 of the records of Jefferson County, Colorado. It is the intent of this afFidauit to include the signature of the Director of Planning and Development for the City Wheat Ridge indicating approval of the Final Development Plan. Alan White, Director of Planning and Development State of Colorado ) County of Jefferson ) ss ,7 The foregoing instrument was acknowledged before me this J~~ day of /vbL~/Z- • 2001. My commission expires / 2 '3 "L' -oZ-- ~..o~-~,,,,, , NOTARy ~O ~ Notary Public -0-0-0- ' ~ 'OU8L1~ ' a~ / DL) ro~ N Address t~ , II 1181N111~ p MY COMMISSION EXPIRES: D9C9mlW.r 23, 20({2 Wanaa ~)ang, ciry k-ierx DEPARTMENT Oll~ PLANNING AND DEVELOPMENT Building Permit Number : 12697 BUILDING INSPECTION DIVISION - 235-2855 Date : 8/28/01 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 4896 Van Gordon St Contractor License No. : 18462 Phone : Company : Turn Key General Contractors, Inc. phone : 467-9667 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not wolate applicable ordinances, rules or regulations of ihe Ciry of Wheat Ridge or covenants, easements or restridions 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 (U.B.C.) and all other applicable Wheat Ridg ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $452,682.00 Permit Fee : $2,970.55 Plan Review Fee : $1,930.86 Use Tax : $6,790.23 Total: $11,691.64 Use : 6~ Description : New commercial building. 1 + Zo°. o0 IS•~ +$~~~y la4 BUILDING DEPARTMENT USE ONLY FAWAWW" slC :Please Nopeq Ft Approval : TRC 8/24107 Owner/ contractor is responsible for locating proporty lines and consWcting improvements according to the Zoning : PID approved plan and required development standards. The City is not responsible fur inaccurate mforr,iatior, Okay. 8/21101 submitted within the plan set ac,d any cor tructivn Approval : DM rrors resu(ting from inaccur.::a i- ~ 8124101. Please see attached comments. Approval : MJG Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 18583 Plumbing License No :19508 Mechanical License No : 17983 Company :Osage Electric Co. Company :Steve's Plumbing Service Company Constru t oln, Inc. Expiration Date : 3/22102 Inc Expiration Date : 8131/1997 Expiration Date : 10/15/1997 Approval: ok/ks : Approval : APProval (1) This permit was issued in accortlance with the provisions set Forth in yopur application antl is subject to the laws of ihe State ot Coloretlo and to the Zoning Regulations antl Builtling Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall expire if (A) Ihe work authorized is not wmmenced within sixly (60) days from issue tlate or (B) ihe building authorized is suspended or abandonetl for a periotl of 140 aays. (3) If ihis permit expires, a new permR may be acquire d for a fee of one-half the amount normally required, provided no changes have been or will be made in the onginal plans and specifications and any suspension or abantlonment has not exceeded one (1) year. IF changes are made or if suspension or a6andonment exceetls one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall he done that will change the natural Flow of water causing a draina9e problem. (5) Contrador sha noGry the Building Inspedor hventy-four (24) hours in advance for all inspections and shall receive writt en approval on inspection card betore proceediing successive pI~had~speps of thef1ob. law,nu le ordregulation~ons shall not be construed to be a permit Por, nor an approval of, any violation of the Orovisions (6) The QsFUan ~a p x erm[anvaFhe(brdina draw o~ C/ , L_I Chief Building Inspector For Mayor THIS PERMIT VALID CONLY ALLW 34 59 3 24 HOURS PRIOR TO INSPECTION ECTOR AND MAYOR DEPARTMENT OF PLANNING AYD DEVELOPMENT Building Pcnnit Numbcr BUILDING INSPECT70N LLNE - 303-231-5933 Datc_ C.TY CF lVHE.-1T RIDCE 7500 WEST 29TH AVENUE W HEAT ffiDGC. CO 80215 -(303-235-2855) APPLrcA Troiv Property Owner: Property .4ddress: 4-$ 76 VAti GoR~ON ~3` ~4) Phone : Coutraaor:,iccnse No.: /$.Jr-,A GE N ~u'iA i-«ai [,Q: (31-3 ) 40w-9- 5r.C ;7 OR'YPWCOiATR,ACTORSICV.A'PI"RROPUM1"DRRJT.AVDISC,1~D ACRTIEVIliN"1' I heurbvi certify thnt the smbuck dfswnces pmposed bv thls persnit applicmion are eezui und do oo[ violute LLpplicuhlz ordinancac. mlzs or rsgulaiions o(Ihz Ci4v nf .bhl<a Rid;t r:oc~nan6 a.v:ni n icsrri<tiuns f ic:orti: thuI .u :Iu' to d id: hv ill d[ioav iiim d~.u thn- ipph rtiln.o 111hil I ioume tiill cesponsibility (or complinnu; with tlie Ai'hen[ 2idge 6uilAing Cuda (U.Ii.C) und all other uppGcabla lVheat Ridge Ordiimnces. Cor «nrk undcr this pcnnit. (ttlltiER Vi'R?CTOR~IC~'Gy`yC~~y~~~q,~'_ J4TP:G=1v~ ~ f C-Ur Description: p&W Construction Value: Permit Fee 'Z4?70. 55 ~ ~ ttzo. 80 I r~,P T,~ GT9o. ZT Tota1: I11(p41. (jq BUILDING DCPARTNIENT OSE ONLY Zonina Cariunents: Approval: -r¢e Cja~;) 24 ~J ot Zoning: E3uil!tng CommcitCS: Approval ~ a Riblic Warks Canfini 9pproval: w~~rwp~cf[7 Ocaipanc}: Walls: RooC Smries: SIC: SqFt.: A RECEiVED JU;u " ; -P!na Units: .i 3 +G 50`6 Eleetrlcal License No: Plumbing License No: liniucal Liecnse No: Comp(imr: pgAGG E~.c:t=1N~1CC~ C~niptln",:5-t,-~ RL-.^,N~C, Cump111%:p7tGNa,i l. /t-C. Espiration Date: Expirarion Date: Espiration Date: lI q,60X (4x6 CG;J97~2uerov. Appcoval: Approvtil: Appmval: ( I) Thu pem t wns issucd in ncm~Annca with [h, pm -s xet Coah in vnur npplication und s subjcct ihc h w,.f tFe S!:it, i~ olorxdo mA m thc Z.mine 12~ulnticns md RuilJirs Codc ol Nheni RiAga Colom<io ornny nthaepplicnb:e nrclimnars tihe Cin. I?} This p,mi. sh ill esp rc dfAJ'-bc vmrk th,,I,d mt cvnmrnced nith r~ ert ,r o) d:n._ t'l.rr sia dti. 1r 11a7 !hc b. I 1 _.wh n;..d pond"A~.r i - J ,undenedl>r 1r.o1 1 ns. rn.t m:ry 1 ad tlI:m.' t:. ~ire II .y. -~d. 3 _.:uti,3 pj~, bcn ~ I ~.~.nadc m -he r_,J Iiiti:nA -+pcckztonsaviL~n ~,p~nsim¢+ rdoroi ki, t e..,Ii11[ )i1 I r. Ileh.in li~..ccnr A -i,ic.xmor I:nd.nmcu asckds nna (I) ycar, tull fco'.hall bc p"id rorn m" pcrmit. (4) No wurk of knv, maumcrshall bu dona thao will chanSC ihc namnl ilnw ot cn«7 causing-I drnimga problrm. (5) .]onttacmrshalLnotifvthal3al~r5lnspect.rtber('1)hrnrs in~dvnnafonllrspecirsnndshull:evcivewri¢en~Ippmv9In.nspuhov-a.betbrc )i th: cssrv h 1[hajb f51 TI i.+u o t I ppmvnl [ Ir r~.I sn II vt he n. c~nv~d ..~nn " t r n l,:L :1•1 x,:i ..I''.hc nsic>>It~ ~ ynth nmancI.l_'% iWe rr~sWnuon - PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date Applicant Location of Construction Phone # Purpose of Construction STiz cro6uilding Permit Value Single Family _ Commercial t-I Multi-Family _ DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 $ I~' O0 (for document processing) Single Family Residential Review Fee: $50.00 $ (for review of applicable technical documents ) Commercial/Multi-Family Review Fee: For review of existing technical documents $100.00 $`Oo • oD For review of technical documents for construction in right-of-way, final drainage report and erosion control plan $500.00 $ Subdivision Improvement Agreement Fee: $125.00 $ (for document processing and recording) Development Covenant Fee: $125.00 $ (for document processing and recording) CDOT Access Permit Fee: $100.00 (for document application and processing) Traffic Impact Study Review Fee: $100.00 (for document review and processing) Flood Plain Variance Review Fee: (for document review and processing) Class I application = $150.00 Class I Publication/Public Notice = NIA Class II application = $250.00 Class II Publication/Public Notice = $90.00 TOTAL REVIEW FEES: (due at time of building permit issuance) $ zoo • o PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROYEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant'4)L Date Files on Enginent/Forms/Review Faes-8uilding Permif Ap Rev 04101 oF wH~r DEPARTMENT OF PUBL/C WORKS BUILDING PERMIT APPLICAT/ON REV/EW c°L o R -a°o Date: ~ ZZYZO Location: VqW4c2DaJ Attention: Building Department I have reviewed the attached materials submitted in application for approval of a~rWrrscV,vl at the above referenced address. Please note the summary comments below. 1. ✓ Boundary Closure: 1-,- OK _ Not OK; refer to stipulations. Z Draina.-e: a. Drainage plan and report needed _ b. Drainage plan not needed c. Lot drainage/grading to be reviewed by Building Division _ d. Site drainage/grading provisions have been reviewed and are: ✓ OK Not OK; refer to stipulations. 3. NPDES Permit Required: _ Yes v No 4. Public Improvements: a. street paving needed: Yes ✓ No b. curb and gutter needed: Yes ✓ No c. sidewalk needed: v Yes No d. street lights needed: Yes r No C. storm sewer needed: Yes ~ No f. letter oFcredit required: Yes No If a letter of credit is required, for what improvements? _ Amount of letter of credit: Y N 5. Subdivision Agreement required: es o 6. ~ Development Covenant required: _ Yes No If Yes, for 7. ✓ Traffic impact analysis and report required: Yes ✓ Nc S. ✓ State Highway Access Permit needed: Yes ✓ No 9. New roadway or alley R.O. W. dedication recommended: _ Yes t/ No If yes, what is recommended? 10. All existing dedicated roadways/alleys meet the standards of the City: _ Yes _ No _ which do not and what is requested: If no , 11. ✓ APPROVAL: The Public Works Department has reviewed this request and hereby gives its proval, ubject to the above and/or attached stipulations. ~0/1 ign ure ic ael Garcia Date 12. _ NO APPROVAL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: Signature Michael Gazcia Date _ 13. ✓ Stipulations attached: 14. ✓ Summary Comments: 7-p C~T/ STan/DAR-DS tC-7TE2~ ~S ~9ui,[co Yes ✓ No ~J~NabF %o %fiE Kwf ~S To Be R,EV. JZ) C•O. /$j(iR~llG TO C•O• /SSutlNLC. '¢/PUL d, r- 1dr oN A Files on Enginent\Forms\Bldprmt3.Gm Rev 05100 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE • WHEAT RIDGE, CO 80215 FAX (303) 235-2857 - LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 8 bi Dear Contractor: ADDRESS ~g J& V4,4 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 shull :;e rastored, (if damaged from relatau conrruciion) io an acceptable condition, as determined by City of Wheat Ridge Publir 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 inspecrion to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2868. Sincerely, Michael Garcia, Development Review Engineer cc: File Files on Enginent\Development Review/Forms & farm letters\Notifimtion of PI Restoration Rev 05/00 oF WHEqr ~ P ~ o c~ APPL/CAT/ON FOR M/NOR DUMP/NG/LANDF/LL PERM/T " m C~~ OR A00 APPLICANTS NAME:TURN kEy 6EriFa'LAC, C~~+?~~c~-oRs APPLICANT'S ADDRESS: 49Gk VA~J Gorsao~ Sr'E 30S [✓f+~A~ ~~GL, Go E30033 pnclude City, State, Zipl ADDRESS OF FILL: Lk59G LIpN WHcA' 2-1"SaQc Co 80033 DATE OF APPLICATION: All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: A/l pub/ic improvements, when constructed, shall be mainiained (by fhe respective individua//sl and/oi company responsib/e for fhe constiuction of tlraf public and/or private improvement in the respective development) on a dai/y basis, ar as needed, such that fhey are fiee of mud and other constructron debris tracking from the sife. Fai/ure to comp/y with this requirement wil/ resu/t in the enforcemenf of Aiticle !l, Specified Nuisances, Section 15-21 (3) of the City of Wheat Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fiil is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit,shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketch plan indicating the foilowing information before the permit will be issued. A Location and dimensions of all property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross section area to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement which indicates the proposed. use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc.. Files on Enginent\Fortn\Fifl Permit.wpd 1 Rev. 03/00 3. 501-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards but does not exceed 20,000 cubic yards may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (1 :20) which illustretes the following: 1. Location an dimensions of all property boundaries and structures on the site. 2. Location and extent of areas to be filled and/or excavated. 3. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from the appropriate ditch company shall be required). 4. Location of existing and proposed points of ingress. 5. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. 6. Erosion control plan. 7. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. 8. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. 9. A drainage report may be required if site runoff characteristics are changed. 10. Relative elevations of adjacent properties and structures. 11. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to ail Minor Excavation and Fill Permits: A. Rehabilitation: Within thirty(30) days after cessation of fiiling and/or excavation, rehabilitation for the site shall have been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 20- 21. " In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. Files on Enginent\Form\Fill Pertnit.wpd 2 Rev. 03/00 C. Excavation and/or fill areas shall be graded to facilitate weed control untii final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). 5. Permit Fees* 50 cubic yards or less 51 to 100 cubic yards 101to 1000 cubic yards for the first 100 cy plus for each additional 100 cy or fraction thereof 1001 to 10,000 cubic yards for the first 1000 cubic yards plus, for each additional 1000 cy or fraction thereof 10,000 cubic yards or over $10.00 $15.00 $15.00 $5.00 $60.00 $4.45 $100.00 TOTAL S /,S.Oo *Wheat Ridge Code of Laws Section 5-76. All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Appendix A, Section 24.6. Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-201, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT 1 CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSiON OR PERMANENTLY ON THE JOB SITE. APPLICANT: CI Y OF WHEA RIDGE: Tc~2ti~/+ F~~' 6F~6~+a~ c~~,.~T'~nc_TOSaS Applicant's Signature Ci y Eng ne proiaozz- $/Z4 /o I O er's Signature ifferent than above) A proval ate Files on Enginent\Form\Fill Permit.wpd 3 Rev. 03/00 TURN KEY GENERAL CONTRACTORS, INC. 30 July 2001 Mr. Darin Morgan Codes Administrator City of Wheat Ridge 7500 W. 29' Ave Wheat Ridge, CO 80215 Re: Code Fire Systems, Powderhorn Business Park, 4896 Van Gordon Dear Mr. Morgan: This letter is in response to your review and comments dated 13 7uly, 2001. i,/vrnat is the proposed occupar2cy classifrcation and use of the shop area proposed. Please be very sneciftc regarctinR what happens within the shop area. The shop area is an F-2 occupancy. This area is used for fabrication of inetal pipe for installation in building sprinkler systems. Pipe ic cut, threaded, and bundled for delivery te thejobsite. See revised data sheet for occupancy. 2. Doors 102 and 113 do not meet uccessibility requirements related to clear floor space.- x g. /1lO f+G - See revised floor plan. 3. Men's room L11 and women's room 110 are to be handieap aceessible. Correct plan and details. - 15ce Np& - See revised floor plan. 4✓ The proposed handreap parking stall is ro he "van-uccessible " with a 96 inch access isle and a 96 ineh stall with appropriate signage. Provide a detail. See revised site plan. S~tair # 2 will he the required second exit.from the second floor. Have the floor plan show the stairway enclos-ure and door as chown ori sheet E-2. See revised floor plan. 4894 VAN GORDON, SUITE 305 WHEAT RIDGE CO 80033-2170 (303) 467-9667 FAX (303) 467-9384 6. Submit special inspector certifications for our records for all required special inspections per UBC chapter 17. A.G. Wassenaar,Inc. 2180 S. Ivanhoe, Suite 5 Denver, CO 80222 (303) 759-8100 Bush Reese & Co. 677 S. Colorado Blvd., Suite 100 Denver, CO 80246 (303) 715-3838 CTL Thompson, Inc. 1971 W. 12"' Ave. Denver, CO 80204 (303) 825-0777 7~Change the work mezzanine on all sheets to "Znd f IOOY. , See revised plans. 8. "Correct the location of the Excel transformer shown on sheet E-1. See revised electrical plan. 9JLabel all outlets in the shop as GFCI protected and loeated not less than 18 inches AFF. See revised electrical plans. 10.44ovide a sidewalk from the exterior door from stair # 2 to a public way that meets accessibility requiremettts. See revised site plan. I)Provide an updated signed and wet stamped soils report. Enclosed with 2"d submission. 12.+ooting pads A and B at grid lines C and B appear to ezceed allowable soil bearing eapacities. Provide calculation. See enclosed letter from structural engineer, and revised and original plans per our discussion. 13..TSpdate code ctata information with proposed shop occupancy. See revised data sheet. I4,4rovide sprinkler system infarmation to the Fire District far review. Show Narnlstrobe locations on electrical plan for monitored system. Code Fire Systems is providing their own sprinkler protection. It is our understanding that they have made the necessary submissions to the Arvada Fire Protection District. See electrical plans for horn/strobe locations. If you need any fixrther information, please let me know. Sincerely, Turn Key General Contractors, lnc. Glenn Massarotti Project Manager TURN KEY GENERAL CONTRACTORS, INC. 24 August, 2001 Mr. Travis Crane City of Wheat Ridge Planning and Development Department 7500 W. 29°i Ave Wheat Ridge, CO 8021 5 Re: Code Fire Systems. Powderhorn Business Park, 4896 Van Gordon Dear Travis: Thanks for meeting with me to discuss the remairing loose ends. Please find the revised / red-lined plans witli , he following changes we discussed. 1. Per our discussion of landscaping, please see the red-lined landscape plan showing the additional shrubs. 2. The site plan has been changed to show a 5 ft. wide sidewalk along the east side of the Uuilding. Considering a maximum vehicle overhang of 2 ft., this would leave the required 36 in. isle for ADA access. 3. Please see the red-lined addition of storage vard area on sheet A-0. The site elemeiats shou?•9 now equal the total lot area. 4. The elevatious on sheet A-3 now reflect the height, iocation, and type of exterior lighting planned Thanks again for you, rime If you need any tixrther information, please let me know. Sincerely, Turn Key General Contractors, Inc. Glenn Massarotti Project Manager 4894 VAN GORDON, SUITE 305 WHEAT RIDGE CO 80033-2170 (303) 467-9667 FAX (303) 467-9384 JUL-31-2001 04:071'M FROM-BUSH REESE & CO .r!.iy 31, 2001 Glenn Massarotti Tum Key General Contractors 3049 Indian Street Golden, CO. 80401-1465 +3037159331 T-803 P.002/006 f-228 RE: 4898 Van Gordon, Building 400 - ResponSe to permit set quesCrons Glenn: The following is the response to The City of Wheat Ridge Building Departrnent teview dated Juty 13, 2001. Items dated 7173l01 #12. Footing pads A and B at grid C and B: -AG. Wassenaar, inc. Soils report#2619 gives the Allowable Soil Bearing Prassure (qa) to be 2500 psi., with Dead +'h Live Load to be used for service load. Calculations determining the design of fhe four pads noted ahove are attached. Also included are the calculations for the pads along Line 1 at Grid A and B. Tha revised plans dated July 25, 2001 reflect the change. sincerely, L14 aric Daigle, P gjed Engineer 677 S. Colorado Blvd., Suite 100, Denver, Colorado 80246 -(303)715-3838 -(303)715-9331 fax e-mnil - mdbre@uswest.nct CONSULTiNG STRUGTURAL ENGCNEERS JUL-31-2001 04:07PM FROU-BUSH REESE b CO +3037159331 T-803 P.003/006 F-228 PROJECT: Fire Code Systems, Inc. JOB NO : 10505 ENGINEER: Mark Daigle (REVISED) Concrete Pad Footing Design Pad designation 82 fc= iY= Service Dead Laad Service Live Load Service surcharge Avg weight of soll and concrate aAove footinfl 1. Determination of base area: Total Weight of Surcharge Required base area of footing - Ar = 2. Factored Loads and soil reaction: Pu= CLIENT: Tumkey bATE: 7H 9/01 3 ksi permissible soil pressure 60 ksi (dead + trz live) 22.5 kips Column dimensions 27.0 kips Ct 100.0 pst C2 pepth of footing 130.0 nr.r 0.1429 kst Net permissible soil pres. use 4'4" x 414" sq footing - A1= 15.3 n^2 Soil pres, due to service loads (dead+121ive) 77.4 kips qs c PufAf= 3.Determine depth based on shear strength Assume overall thickness 12 in. d= 9 in. A. Wide•beam actlon Vu = qs•tributary area hw = 51.9 in. = 4.33 ft tributary area = 32 a Vu = 13.4 kips [~Vn=Q24f'c bw d] ~Vt= 43.5 kips O.K. B. Two way action tributary area = 15.1 m2 VU = 622 kips }Vc= 154.19 klpc O.K. 11.12.2.1 bo= 00 = bold= a~= VclSqrt(Pc)'bo•d aq.(11•35) eq.111•36) . eq.(71-37) 83 2.5 ksf 14 in. 14 In. 0.33 g 2.36 kef 18.74 R^2 2.06 ksf 4.13 ksf 92 in. 1 10.2 ao 2+ 4lpc = 6 (CCa' d 1 bo) +2 = 5.9 4 4. Petemine required footing reinforcement A. critical section is haliway belween face of column and edge of steel base piate (ACI 15.4.2) enter distanee from edge of pad = 1.7 e Mu = 25.836 ft-kips F2n=Mu4•b'd^2 Rn = 81.9 psl p = 0.0014 check minimum p(gross)= 0.001 p(min) for grade 60 steei = 0_0018 (govems) As= 0.8416 in^2 5ize Reinforcement Bars area total of Spaced bar size # per bar area req. bars o.c. 5 0.31 0.84 4 15 in. Use 4- no. 5 bats spaced at 1'-3" D.C. ~u~-31-TOCI 04:07PM FROU-BUSH ReESE 6 CO +3037159331 PROJECT: Fire Code Systems, Inc. JOH NO : 10505 ENGINEER: Mark Daigle (REVISED) Ccnarete Pad Footing Design Pad designation C2 rC= fY° Service Dead Load Serviee Live Load Service surcharge Avg weight oF soli and concrete above footing i. Determinadon of base area: Total Weight of Surcharge Required base area of footing - Ar= 7. Factored Loads and soil reaction: Pu= T-803 P.004/006 F-228 CLIENT: Turnkey UATE: 7119101 3 kal permissible soil pressure 60 ksl (dead * 1l2 live) 472 wPS Column dimensfons 41.5 kips C'i 100.0 psf r'Z Depth of footing 130.0 pd 0.1429 ksf Net permissihie soil pres. use 5'-8" x 5'-8" sq footing -Af = 28.8 n"2 So(I press. due to service loads (dead + 112 INa) 136.63 kips qs = PulAi= 3.13etermina depth Based on shear strength Assume overall thickness 12 in. d= 9 in. A. Wide-beam action Vu = qs • tributary area . bw = 68.0 in. = 5.67 ft trihutary area = 4.3 ft Vu = 19.1 kips [f;Vn=~2JJ"c Bw d] 4Ve= 57.0 kipa O.K. B. Two way action tributary area = 29.1 iM2 VU = 123,6 wps 4VG= 140.79 kips O.K. 11.12,2.1 bo= pC _ bold= O.6 = VdSqrt(Pc)'bo'd 9q.(11-36) eq.(71-36) aq.(11-37) C3 2.5 ksf 12 in. 12 in. 0.330 2,36 ks( 32.14 tM2 2,2fi ksf 4.25 kst SA in. 1 9.3 40 2+ aip= = s (as• a /no) +2 = 6.3 4 4. Detemine required footing reinforcement - A. crifical section is halfway between face of column and edge of steel base plate (ACI 15.4.2) enter distance from edge of pad = 2.46 R Mu = 71923 R-kips 7n=Mu4•b"d"2 Rn = 176.4 psi p = 0.0031 check minimum p(gross)= 0.0023 (governs) p(min) for grade 60 steel = 0.0018 As= 1.4007 in42 ize Reinforcement Bars S I I area total # of Spaced bar size # per bar area req, bars o.c. 5 bars spaced at 1'4" o.e. Use 5- no 6 in 5 0.31 1.40 5 . . 1 ,JL-31-2001 04:07PM FRON-BUSH REESE & CO PROJECT: Flre Code Systems, Inc. J09 NO.: 10505 ENGINEER: Mark Daigle (REVISED) Concrete Pad Footing qesign Pc= fy= Service Dead Load Service Live Load Service surcharge Avg weight ot sail and concrete above footing 1. Determination ot base area: Total Weight of Surcharge Required base area of footing - Af = +3037159331 T-803 P.005/006 F-228 CLIENT: 7umkey bATE: 7H 9/01 Pad designation Bl 3 ksi permissible soil pressure 2-5 kst 60 kSf (dead+1l21ive) 23.6 kips Column dimenslons 13,5 kips Ct 13 in. 100.0 psf Cz 13 In. Depth of footing 2.33 ft 130.0 Pcf 0 ksF Net permisslble soll pres. 2.50 ksf use 3'-8" x 3'-8" sq footing - Af = 13.5 R^z 12.1 e^2 Soil pres. due to serviee loads 2.25 ksf (tlead + 1721ive) 2. Factored Loads and soil reaction: Pu= 55.99 kips 3.Determine depth based on shear strength Assume overall thickness 12 in. d- 9 in. A. Wide-beam actlon Vu = qs • triGutary area bw = 44.1 In. = 3.67 ft tributary area = 2.8 st Vu = 11.4 klps [~Vn=Q4j'cbwd] iliVc= 36.9 kips O.K. B. Two way action tributary area = 10.1 tt^z Vu ~ 42.1 kips *Vc= 147.5 kips O.K. q. = PWAf - 4.15 ksf 11.12.2.1 bo= 88 in. ac = 1 bo/d= 9.8 Crs = 30 VdSqrl(fc)"bo`d eq.(17•35), 2+ 4/(ic = 6 eQ.(11-36) (as• d I bo) +2 = 5.1 )q.(it-97) 4 Detemine required faoting reinforcemont A. crkiCal sectian is haHway between fa[e of Coluron and edgB Of st001 b850 plale (ACI 15.4.2) enler distance irom edga of pad = 1.46 ft MU % 16.2 fl-kips Rn=Mu4+b"d12 Rn = 60.6 psl p = 0.00102 check minimum p(gross)= 0.00077 p(min) for grade 60 steel = 0.0018 (governs) As= 0.71427 in"2 Gize Reinforcement Bars area . total # of Spaced bar size # per bararea req. bars o.c. Use 3- no. 5 Dars spaced at 1'-5" a.c: T&B 5 0.31 0,71 3 19 in. -?'-^^C! 04:08PM FR0M-BUSH REESE & CO +3037159331 T-803 P.006/006 F-229 PROJECT: Fire Coda Systams, Inc. CLIENT: 7urnkey • JOB NO.: 10505 ENGIN EER: Mark Daigle [1ATE: 7119101 (REVISED) Concrete Pad Footing Design Pad designaBon C1 pc= 3 ksi allowable soil pressure qa= 2.5 ksi fy= 60 k5i (dead+tf2live) Service Dead Load 51.5 kiDs Column dimensions 12 i Servlce Live Load 18.0 kiPa Ci C2 n. 12 in. Service surcharge 100.0 Psf Depth of footing 2_33 ft Avg weight of soll and concrete ahove footing 130.0 pcr 'i. Determination of basa area: Total Weight ot Surcharge 0 kg( Net permissibie soi{ pres. 2.50 kst A Raquired base area use 101-0" x 2'-8" sq footing - Af = 26.4 ir z of footing - Af = 24.2 fl^2 Soil pres. due to service loads 2.13 ksf (dead + 112 live) 3. Factored Loads and soil reaction: u= PulAf ~ 162 ksf pp= 1027 kips q 3.Detennine depth baseJ on sliear atrength ' Assume overall thickness 12 in_ d= 9 in. A. Wide-beam action Vu = qs • tributary area ' bw = 48.0 in. = 4.00 ft ~~•~ZZ•~ bo= 84 in. tributary area = 3.0 st VU = 10.8 kips pC° 1 (~Vn=~24J'C bw d] $VC= 402 kiPs O.K. bo aa = 30 Two way action 8 Vc/Sqrt(fc)'bo"d 6 . tributary area = 12.9 R^z ey.(»-as) 2+ 41Pc = VU = 46.8 kips p.(11.58) (OlS' d I bo) +2 = . 5.2 4VG= 140.8 kips O,IC. eq.(7137) 4 4, Dutuminu royuiruJ footing roinforcement A. criCrcal sectian is helfwey balween fec0 of columo and edge oi sleel baso plata (ACI 15.42) enter distance trom edge ot pad = 229 ft Mu = 37.9 R-kips Rn=Mu4*b'd^2 Rn = 930.1 psi p = 0.002 check minimum p(gross)= 0.002 p(min) for grade 60 steei = 0.0018 fgovernsJ As= 0.78 in^2 ~;z 2 Reinforcement Bars area total # of Spaced bar size # per barirea req bars o.c. 5 0.31 0.78 4 14 in. Use 4- # 5 bars spaced at 1'•2" o.c. T&B ° DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12604 ~ BUILDING INSPECTION LINE - 303-234-5933 Date : 8/9/01 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 4896 VAN GORDON ST Contractor License No. : 17252 Phone: 425-0698 Company : Auto.FireGroup,lnc/Code Fire Systems Phone : 425 0698 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceAify tha[ the setback distances proposed by this permit application are accurate, and do not wolate 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 I copditions printed on this application, and that I assume full responsibtldy r ompf n Rh the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat id ~or "n s, fir work under this permit. (OWNER)(CONTRACTOR) SIGNED ~ DATE Description : FIRE SYSTEM Construction Value : $7,200.00 Permit Fee : $153.25 Plan Review Fee : $0.00 Use Tax : $108.00 Total $26125 Use: BUILDING DEPARTMENT USE ONLY 44SIC : Sq. Ft. : Approval : Zoning : e,;10:010MI, Approval : NPIN. .,ft Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval : (i) This permit was issued in accordance with the provisions set forth in yopur application and is su6ject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wneat Ridge, Colorado or any other applicable ortlinances oF the City(2) This permit shall expire ii (A) the work authorized is not commenced wifhin sixty (60) tlays from issue date or (B) Ihe builtling aulhorized is suspended or abantlonetl for a period of 120 days. (3) R this permit expires, a new permrt may be acquiretl for a fee of one-half the amount normalty required, provided no changes have been or will be matle in ihe original plans and specifcations and any suspension or abandonment has not exceetled one (i) year. If changes are matle 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) Coniractor shail notity the Building Inspector hveniy-four (24) hours in advance for all inspeclions antl shall receive written approval on inspection card before proceediing with successive phases ot thel'ob. (8) The issu of a perm r the approval of drawings antl specifcations shall not be construed to be a permit for, nor an approval of, any violalion of the pmvisions of Jhe Itli r~~y other ordinance, law, rule or re9ulation. 1 Chief Building I pector DEPARTMENT OF PLANNING AYD DEVELOPMENT Building Permit Numbec BUILDING INSPECTION LINE - 303-234-5933 Da[e: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLIGATIOIV PropertyOwner: ~ Property Address: "I li `L•=~ L-s~~- Phone :AZ,'i Ct~AS Contractor License No; I l_ , Companv: Phone: dZ'~ OWNEWCONTR;ICTOR SIGNA7[1RE OF [NDERST.1NDL1'G.1:'VDAGREEMEr,-I' 1 hearbv certifV that the setback disiances proposzd by this pertni[ application are acwratz, and do not violatz applicahle ordinances, rules or regulations of thz City of Wheat Ridge or rovznanu, easemznis or rzstrinions of record; that all maasuremenis shown, and allegations made aa accuratz; that I have rend and ae7ee to abide bv all conditions printed on this applications and that I assume full (OWNGRxCONCR4CTOR)'.SIGNED DATE 7I2 Construction Value: + - responsibilitv foc wmplizrtca with the 0.'haut Ridge Boilding Code (li.B.C) and all other applicabla Wheat Ridge Ordjnqce~ for we'rkymder lhis petmit. Permit Fee: Plan Review Fee: T TCP TAY" TOt81. Description: BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZoningComments: Approval: Zoning: Huiiding Conuuents: Approval: Psbiic Warks Comments: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company Company: Espiration Date: Expiralion Date: Expirarion Date: Approval: Approval: Approval: (1) This pecmit was issuad In accordance with the provisions set (orth in Vour application end is subject tu Na Iews of the Swte of Colorado and m Na Zwing Rayvlauoris nnA Buildins Coda of Wheat Ridg4 ColoraAo or any other applieable wAinancus o(Ihz CiN. (2) This permit shall upire i( (d) the work auchonzed is not commencul within slxry (60) days Pmm issue date or (B) the buildlny nathorimd is su.spendad ur xbanAonul tor a penod of 120 duys_ (3) 1( this pumit acpires, n new pertnrt may be aeGuired for a fu o(one-helt the xmount nortnally ayuired, provided no chan5es havz bczn or will be made in the oribinal pl. and sp<cifications and any suspension or abandonment hu not exceeded one (1) veu. li chan6es have bern or if suspension or abanAonment rxceeds one (1) yew, f'ull (eu shalL be peid for a new permiL (4) No work of arry marmer shall be done ihat will change Lhe nawral ilow o(water causing a drainage problem. (5) Convactor shall notify the Bmlding lnspecmr twenry-tour (24) hovrs In aMance (or all irtspectioas and shall receive wnaen appmval on ir¢pec[ion cvd before pmcredmg wi[h successive phssas of [he job. (6) The isuance of n pennit or the approval of drawings and specificatiom shall not be wnswed ro be a permit Poe nor an approval ot; nnyviolAion o(the yrwisiore otNe building codes or my otha ordinanre, law, rule or myvlation. Chief Building Inspector - imms Street, Arvada, CO 80004 • 303/424-3012 • 303/432-7995 fax Sprinkler System Plan Review Comtnents Date: July 19, 2001 Reviewed By: Steve Steigieder CO 073 Name: Code Fire Systems Location: 4896 Van Gordon St. Buiiding 4 System Type: Wet Density: Ordinary II Maximum Storage Height: 12 feet Installer: Code Fire Systems 1. A sepazate pernrit will need to be obtained from the Building Inspection Division of the City of Wheat Ridge for the installation of sprinkler systems. 2. The installation of the underground fire line will need to be inspected by the Valley Water District. The 2001b. hydro test will be wimessed by the Fire MazshaPs Office. 3. The fire dept. connection will need to be installed at a minimum of 36 inches above finished grade within 150 feet of the fire hydrant noted. 4. Hose connections shall be National Standard Thread. 5. The outside horn and light shall activate on water flow oniy. 6. The back flow prevention device will need to be tested by an independent tester as required by the Valley Water District prior to final inspection. 7. A pressure gauge will need to be installed at the riser base. 8. The sprinkler system is noted as 72 heads. We would request that the system be supervised. If the system is not supervised the control valves will need to be locked in the open position. 9 If the decision is made to monitor the system, valve monitoring, water flow, and trouble signals shall be distinctly different and shall be automatically be transmitted to a central, remote or proprietary monitoring statioa 10. Audible and visual alazm signaling devices will need to be installed the building and will need to activate upon sprinkier system activation. 12. All drains, tests, contml valves shall be labeled. 13. The hydraulic calctilation cazds shall be posted at the sprinkler riser. Page Two 14. The spare head cabinet, spare heads and wrench will need to be installed next to the sprinkler control valves. 15. Twenty four hours notice required for all inspections. For inspections contact the Fire Mazshal's Office at 303-424-3012. UFC 97 103.2.2. 16.Inspections aze conducted Tuesday-Friday. Hydroulip-s $ummary sheet CODE FIRE SYSTEMS 4894 VAN GORDON ST. # 304 WHEAT RIDGE GQ. 80033 Designer: SCOTT DANMS Calc By: SCOTT DAHMS Dote: 7/,13/c/ Project Information Con~ FrizE Sysr~iV~s pc~i~p,NC~-~q 'f89G, u~t.J C-e:~Dc,.1 sr luFfE,ir KiDGF F0033 Contract No: Lo(olo Building: REMOTE AREry#/ System ID: Ref. prawing No: ) oF z Construction: Occupancy: Aulhorily: ,QgpADH fIRE System Informatlon _Hydraulics Deslgq CfItQrla_ System Type: WE'r Density: zo GPM/S9Ft Remote Area: [svO SqF# Sprinklar Coveroge: 3bo S9Ft Design Stondard: NFPR 13 1491 Hazard: op-0 M5 - Figure: Curva: _Sprlnklers I Nozzlae_ Manufacturer: CENTRAL Model: k14 EcoN Size: K-Factor: /q. Temp. Rating: isS,zoo,iso Hydra4lfcs Information Demand.,. Spr Req'd Pres: 8's;42 PSI Spr Req'd FIQW: ¢eSc9 GPM Add'I Flows: GPM Hose at Srce: zs0•" 6NM TOtOI FIOW: 6SS,&9 GHM TAta! Pres: qZ PSI Static ~IeV: Ft SuPPIy,.. ,Wataf Flow Teat Sta4iql GY PSI Resi(juol; StI PSI Qty FloWing: 7g97 GPM FLlayptlon: Pt Date; '%iz%vl Time: 8Y: ARyifDR FiR6 _PumP Pate_ Roted: PSIe G oo$t Pres: SI Discha e Pfes: PSI Dischorye ow: GPM atlc, PSI esiduoL' P51 ty Flowing; - ~ Ayallable... P) SY,93 PSIe 6SS./ GPM F) PSI@ aPM Margln... ' Pressure: ..#r PSI Flow; 59, 75' GPM. Sigmo Dynomlca Corporatlon 7700 Summory Sheat SUBMITTAL SERIAL N0:2350HY2 CODE FIRE REMOTE AREA 41 .2011500 + 250 HOSE. FLOW TEST RESULTS Water Supply STATI C 61.20 PSI RESID UAL 52.20 PSI @ 1347.00 GPM CITY PRESSURE AVAILABLE AT 655.1 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K- - FACTOR PRESSURE 101 81.02 80.00 14.00 33.49 102 82.20 80.00 14.00 34.48 103 80.00 80.00 14.00 32.66 104 81.87 80.00 14.00 34.20 105 80.00 80.00 14.00 32.65 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 8 TO 18 58.83 PSI 405.09 GPM 250.00 GPM 655.09 GPM 58.42 PSI 0.00 PSI 14.99 FPS 07-13-2001 PAGE 1 SUBMITTAL SERIAL N0:2350HY2 07-13-2001 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 2.227 L 14.75 C=120 PT 0.00 (105) Q 76.92 F=T F 10.00 PE 0.00 BL T 24.75 0.0402 PF 0.99 33 43 2.115 L 1.75 C=120 PT 0.99 ( 43) Q 76.92 F=T F 10.00 PE 0.76 RN T 11.75 0.0517 PF 0.61 91 33DQ -44.19 2.115 L 6.00 C=120 PT 2.36 ( 33) Q 32.73 F=0 F 0.00 PE 0.00 CM2 T 6.00 0.0106 PF 0.06 34 91 1.416 L 13.25 C=120 PT 2.42 ( 91) Q 32.73 F=0 F 0.00 PE 0.58 CM2 T 13.25 0.0751 PF 1.00 35 34DQ -21.19 1.416 L 9.00 C=120 PT 4.00 ( 34) Q 11.54 F=0 F 0.00 PE 0.00 CM2 T 9.00 0.0109 PF 0.10 36 35 1.416 L 5.00 C=120 PT 4.10 ( 35) Q 11.54 F=0 F 0.00 PE 0.00 CM2 T 5.00 0.0109 PF 0.05 46 36 1.087 L 0.50 C=120 PT 4.15 ( 36) Q 11.54 F=T F 5.00 PE -0.22 RN T 5.50 0.0396 PF 0.22 66 46 1.087 L 23.75 C=120 PT 4.15 ( 46) Q 11.54 F=T F 5.00 PE 0.00 BL T 28.75 0.0396 PF 1.14 65 66 1.087 L 10.00 C=120 PT 5.29 ( 66) Q 11.54 F=0 F 0.00 PE 0.00 BL T 10.00 0.0396 PF 0.40 64 65 1.087 L 12.00 C=120 PT 5.69 ( 65) Q 11.54 F=0 F 0.00 PE 0.00 BL T 12.00 0.0396 PF 0.48 21 64 1.087 L 20.00 C=120 PT 6.17 ( 64) Q 11.54 F=T F 5.00 PE 0.00 BL T 25.00 0.0396 PF 0.99 11 21 1.087 L 0.50 C=120 PT 7.16 ( 21) Q 11.54 F=T F 5.00 PE 0.22 gN T 5.50 0.0396 PF 0.22 SUBMITTAL SERIAL N0:2350HY2 07-13-2001 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 10 11 1.416 L 5.00 C=120 PT 7.60 ( 11) Q 11.54 F=0 F 0.00 PE 0.00 CM1 T 5.00 0.0109 PF 0.05 9 10 1.416 L 9.00 C=120 PT 7.65 ( 10) Q 11.54 F=0 F 0.00 PE 0.00 CM1 T 9.00 0.0109 PF 0.10 90 9DQ 21.19 1.416 L 11.75 C=120 PT 7.75 ( 9) Q 32.73 F=0 F 0.00 PE -0.58 CM1 T 11.75 0.0751 PF 0.88 8 90 2.115 L 6.00 C=120 PT 8.05 ( 90) Q 32.73 F=0 F 0.00 PE 0.00 CM1 T 6.00 0.0106 PF 0.06 PT 8.11 ( 8) 44 34 1.087 L 0.50 C=120 PT 36.65 ( 34) Q 21.19 F=T F 5.00 PE -0.22 RN T 5.50 0.1217 PF 0.67 19 44 1.416 L 65.50 C=120 PT 37.10 ( 44) Q 21.19 F=2E F 6.00 PE 0.00 BL T 71.50 0.0336 PF 2.40 9 19 1.087 L 0.50 C=120 PT 39.50 ( 19) Q 21.19 F=T F 5.00 PE 0.22 RN T 5.50 0.1217 PF 0.67 PT 40.39 ( 9) 42 104 - 2.227 L 14.75 C=120 PT 34.20 (104) Q 35.84 F=T F 10.00 PE 0.00 BL T 24.75 0.0098 PF 0.24 32 42 2.115 L 1.25 C=120 PT 34.44 ( 42) Q 35.84 F=T F 10.00 PE 0.54 RN T 11.25 0.0126 PF 0.14 PT 35.12 ( 32) 103 105 - 2.227 L 18.00 C=120 PT 32.65 (105) Q 3.08 F=0 F 0.00 PE 0.00 BL T 18.00 0.0001 PF 0.00 101 103DQ 50.00 2.227 L 18.00 C=120 PT 32.65 (103) Q 83.08 F=0 F 0.00 PE 0.00 BL T 18.00 0.0464 PF 0.84 18 101DQ 81.02 2.227 L 14.75 C=120 PT 33.49 (101) Q 164.10 F=T F 10.00 PE 0.00 BL T 24.75 0.1634 PF 4.04 SUBMITTAL SERIAL N0:2350HY2 07-13-2001 PAGE 4 Location Flow Pipe Fittings Eq uiv Friction Pr essure in Size & Le ngth Loss Summary From To GPM IN Devices Ft PSI/Ft PSI g lg 2.115 L 1.75 C=120 PT 37.53 ( 18) Q 164.10 F=T F 10.00 PE 0.76 gN T 11.75 0.2101 PF 2.47 7 8DQ 32.73 4.328 L 20.00 C=120 PT 40.76 ( 8) Q 196.83 F=0 F 0.00 PE 0.00 CM1 T 20.00 0.0090 PF 0.18 PT 40.94 ( 7) 227 2 L 18.00 C=120 PT 34.20 (104) 102 104 Q 46.03 , F=0 F 0.00 PE 0.00 gL T 18.00 0.0156 PF 0.28 100 102DQ 82.20 2.227 L 18.00 C=120 PT 34.48 (102) Q 128.23 F=0 F 0.00 PE 0.00 gL T 18.00 0.1035 PF 1.86 227 2 L 14.75 C=120 PT 36.34 (100) 17 100 Q 128.23 . F=T F 10.00 PE 0.00 gL T 24.75 0.1035 PF 2.56 7 17 2.115 L 1.25 C=120 PT 38.90 ( 17) Q 128.23 F=T F 10.00 PE 0.54 gN T 11.25 0.1331 PF 1.50 6 7DQ 196.83 4.328 L 20.00 C=120 PT 40.94 ( 7) Q 325.06 F=0 F 0.00 PE 0.00 CM1 T 20.00 0.0228 PF 0.46 PT 41.40 ( 6) 731 2 L 20.00 C=120 PT 35.01 ( 33) 32 33 Q 44.19 . F=0 F 0.00 PE 0.00 CM2 T 20.00 0.0053 PF 0.11 31 32DQ 35.84 2.731 L 20.00 C=120 PT 35.12 ( 32) Q 80.03 F=0 F 0.00 PE 0.00 CM2 T 20.00 0.0160 PF 0.32 115 2 L 0.75 C=120 PT 35.44 ( 31) 41 31 Q 80.03 . F=T F 10.00 PE -0.32 gN T 10.75 0.0556 PF 0.60 115 2 L 65.50 C=120 PT 35.72 ( 41) 16 41 Q 80.03 . F=2T F 20.00 PE 0.00 gL T 85.50 0.0556 PF 4.75 6 16 2.115 L 0.75 C=120 PT 40.47 ( 16) Q 80.03 F=T F 10.00 PE 0.32 gN T 10.75 0.0556 PF 0.60 SUBMITTAL SERIAL N0:2350HY2 07-13-2001 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 5 6DQ 325.06 4.328 L 19.25 C=120 PT 41.39 ( 6) Q 405.09 F=2E F 20.00 PE 0.00 FM T 39.25 0.0342 PF 1.34 4 5 4.328 L 14.75 C=120 PT 42.73 ( 5) Q 405.09 F=0 F 0.00 PE 6.39 FM T 14.75 0.0342 PF 0.50 3 4 4.026 L 4.00 C=500 PT 49.62 ( 4) Q 405.09 F=0 F 0.00 PE 5.00 FM T 4.00 0.0035 PF 0.01 COMMENT: PSI LOSS THRU BACKFLOW SHOWN AS ELEVATION. 2 3 4.280 L 85.00 C=140 PT 54.63 ( 3) Q 405.09 F=T,GV,2E F 45.40 PE 0.00 UN T 130.40 0.0271 PF 3.53 1 2 12.520 L 600.00 C=140 PT 58.16 ( 2) Q 405.09 F=T,GV F 88.00 PE 0.00 UN T 688.00 0.0001 PF 0.07 0 1 6.340 L 15.00 C=140 PT 58.23 ( 1) Q 405.09 F=E,GV F 16.00 PE 0.00 UN T 31.00 0.0040 PF 0.12 PT 58.35 ( 0) C L O 6 ~ W ~ 0 p 9 c o m m m ~O m > c p o ~p N Eo co a N A Q N m ~ I ~ I Z I i I I I u~a I I I I ~ I a0 I I ' I Ln I I I I O N I I I I , I I ~ ' I I I I I i C I I I ~ I 3 • ~ I (fl N O I I ' I I II L'. ~a~ I . i I I I I I I I I i I I i I I I I ~ I I l I ~ I II N I II I I I I I I ~ I ~ c I I II i I I~ II I I I I I ~ c ~ I I I I I I II I I I , 1 I I • m o I I ~ 'a-4u~ 0 N N ~ a O O W W ~ aD 9 I~ tG ~ z ~[1 V' 7/7 /7 N cv ~ F a C!1 O O n v m ml ~ N N aaa ooo N N O Qco INO a 7 c (n ~ O N ~ U N r Y.~ D (O N N Ol 3~~W ~ (L ~ ~ « 3 ~ i E a f a aaaa co c) (D cD moom 0000 ui o o ui 0 N lD D ml ml a a N N 7 ~ D Ln N • ~ a ~ ~ 0 l9 N O 01 E N l, C U N 0 - O N ~ L mUn e E ovo ''wm ~ L U N V aa o 0 fn cn ¢ x USd) ainssGJd Hydraulics Summary Sheet CODE FIRE SYSTEMS 4894 VAN GORDON ST. # 304 WHEAT RIDGE CO. 80033 Designer: SCOTT DRHMS Calc By: SCOTT DRHMS Date: 7/i3/01 Project Information CoDE FlIZE 6YSi6NtS ¢~0G> Urt.-,1 SJ; W!-tEetT PiDGF C~, 3!oo33 Contract No: Cci o1o Building: REMOTE ARER#y System ID: Ref. Orawing No; I oF Z Construction: Occupancy: Authorily: Rw}DA fli=E System Information _Hydraulics Design Cfikerla_ System Type: WET Density: .10 GPM/SqFt Remote Areo: 7 k6QKSqFt Sprinkler Coverage: VAwCS SqFt Design Standard: NFPR 13 1991 Hazard: iti.frr Figure: Curve: _Sprlnklers / Nozzle$_ Manufacturer: CENTRAL Model: G.l3-LaR- Size: K-Factor: Temp. Rating: Hydraulics Information Demand... Spr Req'd Pres: 33.c,3 P5I Spr Req'd Flow: ~zi,zy GPM Add'I Flows: GPM Hose at Srce: ~00•0~ GPM Total Flow: L21,z,? GPM Total Pres: 33.(,,S PSI Static Elev: Ft Supply... Water Flow Tesl, Static: dr3 PSI Residual: S.1 PS[ Qty Flowing: i4`17 GPM Elevation: Ft Date: ~I~4/6i Time: ey: ARVA'DA F)izE Pump Deta_ Rated: PSI@ ~ oost Pres: PSI Discha e Pres: PSI Discharge ow: GPM atic: ? PSI esiduol: ; PSI Ity Flowing: M Available... P) dn,g'g PSIe zu.j GPM F) PSIB GPM Margin... Pressure: z7. zo PSI Flow: •z24/.73 GPM 07-13-2001 PAGE 1 SUBMITTAL SERIAL N0:2350HY2 CODE FIRE REMOTE AREA 02 •10/ 7 HEADS IN COR. + 100 HOSE. FLOW TEST RESULTS Water Supply STATIC 61.20 PSI RESIDUAL 52.20 PSI @ 1347.00 GPM CITY PRESSURE AVAILABLE AT 221.3 GPM 60.88 PSI gUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 200 18.22 14.82 5.60 10.59 201 17.51 14.82 5.60 9•77 202 17.71 14.82 5.60 10.00 203 17.01 14.82 5.60 9•23 204 17.06 16.80 5.60 9.28 205 16.80 16.80 5.60 9.00 206 16.97 16.80 5.60 9•18 TOTAL WATER REQUIRED FOR SYSTEM 100.00 GPM OUTSIDE HOSE STREAMS AT 0 ZZl.Zg GPM TOTAL WATER REQUIREMENT 33.68 PSI PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 90 TO 9 13.04 FPS SUBMITTAL SERIAL N0:2350HY2 07-13-2001 PAGE 2 Loca tion Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 65 205 1.087 L 1.33 C=120 PT 9.00 (205) Q 16.80 F=T F 5.00 PE -0.58 DR T 6.33 0.0793 PF 0.50 PT 8.92 ( 65) 66 206 1.087 L 1.33 C=120 PT 9.18 (206) Q 16.97 F=T F 5.00 PE -0.58 DR T 6.33 0.0807 PF 0.51 PT 9.11 ( 66) 64 204 1.087 L 1.33 C=120 PT 9.28 (204) Q 17.06 F=T F 5.00 PE -0.58 DR T 6.33 0.0816 PF 0.52 PT 9.22 ( 64) 63 203 1•087 L 1.33 C=120 PT 9.23 (203) Q 17.01 F=T F 5.00 PE -0.58 DR T 6.33 0.0811 PF 0.51 62 63 1.087 L 10.00 C=120 PT 9.16 ( 63) Q 17.01 F=0 F 0.00 PE 0.00 gN T 10.00 0.0811 PF 0.81 PT 9.97 ( 62) 62 202 1•087 L 1.33 C=120 PT 10.00 (202) Q 17.71 F=T F 5.00 PE -0.58 DR T 6.33 0.0874 PF 0.55 45 62DQ 17.01 1.087 L 5.75 C=120 PT 9.97 ( 62) Q 34.72 F=T F 5.00 PE 0.00 gN T 10.75 0.3036 PF 3.26 35 45 1.087 L 0.50 C=120 PT 13.23 ( 45) Q 34.72 F=T F 5.00 PE 0.22 NR T 5.50 0.3036 PF 1.67 PT 15.12 ( 35) 61 201 1.087 L 1.33 C=120 PT 9.77 (201) Q 17.51 F=T F 5.00 PE -0.58 DR T 6.33 0.0855 PF 0.54 60 61 1.087 L 10.00 C=120 PT 9.73 ( 61) Q 17.51 F=0 F 0.00 PE 0.00 gN T 10.00 0.0855 PF 0.86 PT 10.59 ( 60) 60 200 1.087 L 1.33 C=120 PT 10.59 (200) Q 18,22 F=T F 5.00 PE -0.58 DR T 6.33 0.0921 PF 0.58 SUBMITTAL SERIAL N0:2350HY2 07-13-2001 PAGE 3 Locat ion Flow Pipe Fittings Equiv Friction Pr essure in Size & Length Loss Su mmary From To GPM IN Devices Ft PSI/Ft PSI 20 60DQ 17.51 1.087 L 6.00 C=120 PT 10.59 ( 60) Q 35.73 F=E F 2.00 PE 0.00 gN T 8.00 0.3201 PF 2.56 10 20 1.087 L 0.50 C=120 PT 13.15 ( 20) Q 35.73 F-T NR T 5.50 0.3201 PF .76 o PT 15.13 ( 10) 66 65 1•087 L 10.00 C=120 PT 8.92 ( 65) Q 7,81 F=0 F 0.00 PE 0.00 gL T 10.00 0.0192 PF 0.19 46 66DQ 16.97 1.087 L 23.75 C=120 PT 9.11 ( 66) Q 24,78 F=T F 5.00 PE 0.00 gL T 28.75 0.1626 PF 4.67 36 46 1.087 L 0.50 C=120 PT 13.78 ( 46) Q 24.78 F-T gN T 5.50 0.1626 PF 0.89 35 36 1.416 L 5.00 C=120 PT 14.89 ( 36) Q 24,78 F=0 F 0.00 PE 0.00 CM2 T 5.00 0.0449 PF 0.22 34 35DQ 34.72 1.416 L 9.00 C=120 PT 15.11 ( 35) Q 59.50 F=0 F 0.00 PE 0.00 CM2 T 9.00 0.2269 PF 2.04 91 34DQ -2.23 1.416 L 13.25 C=120 PT 17.15 ( 34) Q 57.27 F-0 0 CM2 T .25 1 0.2114 PF 2.80 33 91 2.115 L 6.00 C=120 PT 19.95 ( 91) Q 57,27 F=0 F 0.00 PE 0.00 CM2 T 6.00 0.0300 PF 0.18 PT 20.13 ( 33) 64 65 1.087 L 12.00 C=120 PT 8.92 ( 65) Q 8.99 F=0 F 0.00 PE 0.00 gL T 12.00 0.0249 PF 0.30 21 64DQ 17.06 1.087 L 20.00 C=120 PT 9.22 ( 64) Q 26.06 F=T F 5.00 PE 0.00 gL T 25.00 0.1785 PF 4.46 11 21 1.087 L 0.50 C=120 PT 13.68 ( 21) Q 26.06 F=T F 5.00 PE 0.22 gN T 5.50 0.1785 PF 0.98 SUBMITTAL SERIAL N0:2350HY2 07-13-2001 PAGE 4 Locat ion Flow Pipe Fittings Equiv F riction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 10 11 1.416 L 5.00 C=120 PT 14.88 ( 11) Q 26.06 F=0 F 0.00 PE 0.00 CM1 T 5.00 0.0493 PF 0.2.5 9 10DQ 35.73 1.416 L 9.00 C=120 PT 15.13 ( 10) Q 61.78 F=0 F 0.00 PE 0.00 CM1 T 9.00 0.2433 PF 2.19 90 9DQ 2.23 1.416 11.75 C=120 P 17.32 ( 9) Q 64.01 F=0 F E CM1 T 11.75 0.2597 PF 3.05 g gp 2.115 L 6.00 C=120 PT 20.37 ( 90) Q 64.01 F=0 F 0.00 PE 0.00 CM1 T 6.00 0.0368 PF 0.22 PT 20.59 ( 8) 087 1 L 0.50 C=120 PT 17.17 ( 34) 44 34 Q 2,23 . F=T F 5.00 PE -0.22 RN T 5.50 0.0019 PF 0.01 087 1 L 65.50 C=120 PT 16.96 ( 44) 19 44 Q 2,23 . F=2E F 4.00 PE 0.00 gL T 69.50 0.0019 PF 0.13 1 087 L 0.50 C=120 PT 17.09 ( 19) 9 19 Q 2,23 , F=T F 5.00 PE 0.22 gN T 5.50 0.0019 PF 0.01 PT 17.32 ( 9) 43 33 2.115 L 1.75 C=120 PT 20.15 ( 33) Q 19.46 F=T F 10.00 PE -0.76 RN T 11.75 0.0041 PF 0.05 115 2 L 14.75 C=120 PT 19.44 ( 43) 105 43 Q 19.46 . F=T F 10.00 PE 0.00 gL T 24.75 0.0041 PF 0.10 115 2 L 18.00 C=120 PT 19.54 (105) 103 105 Q 19.46 . F=0 F 0.00 PE 0.00 gL T 18.00 0.0041 PF 0.07 115 2 L 18.00 C=120 PT 19.61 (103) 101 103 Q 19.46 . F=0 F 0.00 PE 0.00 gL T 18.00 0.0041 PF 0.07 115 2 L 14.75 C=120 PT 19.68 (101) 18 101 . F=T F 10.00 PE 0.00 Q 19.46 gL T 24.75 0.0041 PF 0.10 SUBMITTAL SERIAL N0:2350HY2 07-13-2001 PAGE 5 Location Flow Pipe Fittings Eq uiv Friction Pressure in Size & Le ngth Loss Summary From To GPM IN Devices Ft PSI/Ft PSI S 18 2.115 L 1.75 C=120 PT 19.78 ( 18) Q 19.46 F=T F 10.00 PE 0.76 RN T 11.75 0.0041 PF 0.05 7 8DQ 64.01 4.328 L 20.00 C=120 PT 20.59 ( 8) Q 83.47 F=0 F 0.00 PE 0.00 CM1 T 20.00 0.0018 PF 0.04 PT 20.63 ( 7) 32 33 2.731 L 20.00 C=120 PT 20.15 ( 33) Q 37.81 F=0 F 0.00 PE 0.00 CM2 T 20.00 0.0040 PF 0.08 42 32DQ -19.32 2.115 L 1.25 C=120 PT 20.23 ( 32) Q 18.49 F=T F 10.00 PE -0.54 RN T 11.25 0.0037 PF 0.04 104 42 2.115 L 14.75 C=120 PT 19.73 ( 42) Q 18.49 F=T F 10.00 PE 0.00 BL T 24.75 0.0037 PF 0.09 102 104 2.115 L 18.00 C=120 PT 19.82 (104) Q 18.49 F=0 F 0.00 PE 0.00 gL T 18.00 0.0037 PF 0.07 100 102 2.115 L 18.00 C=120 PT 19.89 (102) Q 18.49 F=0 F 0.00 PE 0.00 BL T 18.00 0.0037 PF 0.07 17 100 2.115 L 14.75 C=120 PT 19.96 (100) Q 18.49 F=T F 10.00 PE 0.00 BL T 24.75 0.0037 PF 0.09 7 17 2.115 L 1.25 C=120 PT 20.05 ( 17) Q 18.49 F=T F 10.00 PE 0.54 gN T 11.25 0.0037 PF 0.04 6 7DQ 83.47 4.328 L 20.00 C=120 PT 20.63 ( 7) Q 101.96 F=0 F 0.00 PE 0.00 CM1 T 20.00 0.0027 PF 0.05 PT 20.68 ( 6) 31 32 2.731 L 20.00 C=120 PT 20.23 ( 32) Q 19.32 F=0 F 0.00 PE 0.00 CM2 T 20.00 0.0012 PF 0.02 41 31 2.115 L 0.75 C=120 PT 20.25 ( 31) Q 19.32 F=T F 10.00 PE -0.32 gp T 10.75 0.0040 PF 0.04 SUBMITTAL SERIAL N0:2350HY2 07-13-2001 PAGE 6 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 16 41 2.115 L 65.50 C=120 PT 19.97 ( 41) Q 19.32 F=2T F 20.00 PE 0.00 gL T 85.50 0.0040 PF 0.34 6 16 2.115 L 0.75 C=120 PT 20.31 ( 16) Q 19.32 F=T F 10.00 PE 0.32 gN T 10.75 0.0040 PF 0.04 5 6DQ 101.96 4.328 L 19.25 C=120 PT 20.67 ( 6) Q 121.28 F=2E F 20.00 PE 0.00 FM T 39.25 0.0037 PF 0.15 4 5 4.328 L 14.75 C=120 PT 20.82 ( 5) Q 121.28 F=0 F 0.00 PE 6.39 FM T 14.75 0.0037 PF 0.05 3 4 4.026 L 4.00 C=500 PT 27.26 ( 4) Q 121.28 F=0 T FM 4.00 0.0004 PF 0.00 COMMENT: PSI LOSS THRU BACKFLOW SHOWN AS ELEVATION. 2 3 4,280 L 55.00 C=140 PT 33.26 ( 3) Q 121.28 F=T,GV,2E F 45.40 PE 0.00 UN T 130.40 0.0029 PF 0.38 1 z 12.520 L 600.00 C=140 PT 33.64 ( 2) Q 121.25 F=T,GV UN T 688.00 0.0000 PF 0.00 0 1 6.340 L 15.00 C=140 PT 33.64 ( 1) Q 121.28 F=E,GV F 16.00 PE 0.00 UN T 31.00 0.0004 PF 0.01 PT 33.65 ( 0) ~r oa 0 aa ~m ~O m > ~n o~ a U) Eo ao N ~ S - i z a~ i oro ~ ~ I N OJ i ~ I N C ~ I I I I ~ N ~ G L Qj N ~ u1 3 • R (p N O ~a~ I I ! I~ ~ ~ ! I ; j ; ~ ~ I I j j ~ I i i c I' ll I i , d c I i ~ I i I! f ~ u I I ~ I ( I I r i i i ~ ~ j C I I i I I f : i < I < • • i ~ N N.~- ~ b ~ m m m m n ~ m f~0 0 N e T m m E a ~ O O n V m N (n (n aEL a .oooo • ann° a ~ tq M o ~o «i+'o m ~ N m tn y v m W 3~~ a ~ 3 i i i a Z f f aaaa 0 c!) c!) c!) aoooao N O O N ei O O c-I N O N ~ c-1 N ~ ml ml a a 00 00 LD cfl M C) ~ N l6 O 01 E E V ~ ~ ~ ~ ~ ~ ~ 0 L N ~ 6 E0 ++0 ~ y U N N V1 L ; av fAcn¢ oo xr (ISd) emsaeid . r k- ~ t~~ ~ftt 'Od ~~i~mms Street, Arvada, CO 80004 • 303/424-3012 • 303/432-7995 fax Date: June 22, 2001 Plan Review Comments Reviewed By: Steve Steigleder Name: Code Fire Systems. Address: 4896 Van Gordon St. Bldg 4 Occ. Classification:B/? Construction Type: III-N Square Feet: 10,800 Building Height: 24 Ft. Fire Alarm Yes Code: 97 UFC 1. Site: Sprinkler System: Yes 1. The address numbers shall be posted on a temporary basis and sha11 be permanently affixed to the building in tte location noted on the plans with a minimum of 4 inch numbers on a contrasting background visible from the street frontage. UFC 97 901.4.4. Amended. 2. All-weather fire dept. access roadways, minimum of 24 feet of unobstructed width, capable of supporting the imposed loads of 54, 000 Ib. fire apparatus need to be provided to within 150 feet of all portions of the building prior to above grade construction. UFC 97 9013, 8704.2 Amended. 3. Fire lanes shall be posted on each side "No Pazking Fire Lane" with signs that meet City of Wheat Ridge Standards. UFC 97 901.4.2 3. The underground fire line installation shall be inspected and flush witnessed by the Valley Water District. The Fire Marshal's Office will witness the 2001b. hydrostatic test. 4. The fire department connection for the sprinkler system will need to be located on the front of the build'mg within 150 feet of the existing Sre hydrant. UFC 97 903.2 Amended. 5. We will contact the Valley Water District and request that we conduct a new flow test at the site. 6. Landscaping shall be installed and maintained to provide a nunimum of a three foot clear space azound the circumference of fire hydrants and fire protection equipment. UFC 97 1001.7.1. 2. Occupancy Separations: 1. The shop area noted on the plans does not appear to be classified as a Crroup B Occupancy by the occupancy classification tables in the Fire Code. Page Two The Building Official will need to review the proposed uses. The use may fa11 into a Group F or 5 Occupancy. A one-how fire-resistive occupancy sepazation may be required by the Building Code. Openings will need to be protected with approved one-hour fu'e-resistive assemblies. UFC 97 111.2.1. 2. If fire rated assemblies aze required the doors shall be labeled, "Fire Door-Do Not Obstruct" in a minimum of one inch letters on a contrasting background• UFC 97 111.23. 3. Exits: 1. The main exit doors that aze provided with a key locking device shall be provided with a sign stating:"This Door Is To Remain Unlocked During Business Hours. UFC 97 1207.3 2. When doors such as 101 are used in pairs they shall open with one operation_ Edge or surface mounted flush bolts aze prohibited. LJFC 97 12073. 3. The remaining exit doors shall be openable from the inside without the use of key or special knowledge. UFC 97 1207.3. 4. Sheet A-2 does not indicate an exit door at the north stairway to the exterior. Sheet E-3 notes the exit door being installed. Need clarification as exits shall not pass through storerooms, rest rooms, closets or spaces used for similar purposes• UFC 97 1202.1. 4. Eacit Signs: 1. Additional lighted e7cit sign needs to be provided on the second floor North stairway. UFC 97 12121. 2. Exit signs will be subject to field inspection. Additional signs may be required at the time of final inspection. UFC 97 1212.1. 5. Emergency Lighting: 1. Emergency lighting will be subject to field inspection and test. Additional units may be reqnired if areas without acceptable lighting are noted. UFC 97 12ll.t. Page Three 6. Sprinkler System: 1. Submit a minimum of three sets of sprinkler system plans for review and comment. All work is to be performed by a State of CO licensed sprinkler contractor. The location of the sprinkler control valves aze not noted on the plans. UFC 97 10013. 2. A sepazate permit will need to be obtained from the Wheat Ridge Building Department for the insKallation of the sprinkler system 3. The fire department connection for the sprinkler system shall be installed on the front of the building at a minimum height of not less than 36 inches nor more than 48 inches above finished grade. UFC 97 1003.1.1. Amended. 4. The fire dept. connection for the sprinkler system shall be located and maintained within 150 feet of a fire hydrant. UFC 97 903.2 Amended. 5. Back flow prevention devices shall be tested by an approved independent tester prior to the final inspection of the sprinkler system as required by the Valley Water District. 6. The outside horn and light above the Sre dept. connection sha11 active upon sprinkler system water flow only. 7. Sprinkler systems over 100 heads shall be supervised by a central, remote or proprietary service. Sprinkler systems under 100 heads shall haue the coirtrol valves locked in the open position. [JFC 97 1003.1 8. Additional comments will be made at the time of plan submital and review. 7. Fire alarm System: 1. Submit a minimum of three sets of fire alazm system plans for review and comment prior to installation. Plans shall include a floor plan, location of all initiating and signaling devices, control and trouble signaGng equipment, annunciation, power connection, battery calculations wring types and sizes, and manufacturers cut sheets on the equipment to be installed. UFC 97 1001.3. 2. A separate permit is required from the City of Wheat Ridge for the installation of the fire alarm system Page Fow 3. The Electrical Inspector for the City of Wheat Ridge will need to conduct the ruff wiring inspection of the fire alarm system. 4. The Fire Marshal's Office will conduct a ruff location inspection and final acceptance tests. UFC 97 10073.4.1. 5. The location of the fue alarm panel will need to be approved by the Fire Marshal's Office. UFC 97 1007.33.2. 6. RTU i is noted to be in excess of 2,000 c&n. Duct detection will need to be provided for this unit in accordance with the Mechanical Code and tied into the fire alarm panel as a supervisory signal only. UFC 97 1007.3.1. 7. A satisfactory test of the entire fire alarm system will be made in the presence of the Fire Mazshal's Office. UFC 97 1007.3.4.1. 8. Audibility tests will be performed at final inspection. Additional units may be required if 15 db cannot be obtained above the ambient noise level. UFC 97 1007.3.4.1. 9. The permitte shall provide written certification to the Fire Mazshal's Office that the system has been installed in acwrdance with the approved plans and specifications. Copy of the certification is enclosed. UFC 97 1007.3.43. 10. The DACT for the fire alarm panel shall be provided with two telephone lines. One line shall be dedicated to the fire atarm panel. The second line may be a business ]ine in accordance with NFPA Standards. 12. Additional comments may be made at the time of plan review. 8. Electrical: 1. Disconnects will need to be labeled in accordance with the Electrical Inspectors requirements. 2. The receptacles within the shop azea should be located a minimum of 18 inches above the Snished floor. UFC 97 2902.4. Page Five 3. The occupant needs to verify that sufficient electrical receptacles are provided as extension cords and or multiple adaptors aze prohibited, nor shall flexible cords pass through walls, ceilings or doorways. UFC 97 8506.3 4. Please provide locks on circuit breakers that provide power to exit signs, and fire alarm equipment. 9. Mechanical: 1. If one-hour Sre-resistive construction is required between the office and shop ducts that penetrate the separation shall be provided with dampers in accordance with the Building and Mechanical Codes. iJFC 97 1111.1 10. Gas Meter: 1. We would request that the gas meter not be placed behind the fence. Could the fence be relocated around the meter to provide accessibility if an emergency were to arise? 11. Fire Extinguisher's Fire extinguisher's shall be a minimum of a 4-A rated, 10-1b ABC dry chemical units, fully charged with current inspection tags. Extinguishers's shall be installed at the etdt doors, where the travel distance exceeds 75 feet. UFC 97 1002.1. Amended. 12. Interior Floor Finish: Carpeting shail be a mnnimum of a Class II Critical Radiant Fhix and documentation shall be submitted prior to installation. LTFC 97 Appendix III-A 13. Key Box: 1. The Knox Box Key Box will need to be located at the main entrance to the unit at a mountuig height of not more than 6 feet. The box shall contain necessarY keys to gam entry and shall be maintained at ap times Please contact the Fire Mazshal's Office for application form UFC 97 902.4. 14. Additional Comments: 1. Any code requirements arising from construction will be addressed. Page Six 15. Inspections: 1. Twenty four hours notice is required for all inspections. Inspections aze conducted on Tuesday through Friday. Please call 303-424-3012 to schedule inspections. UFC 97 103.2.2.2. JUPI-22-01 FRI 11: 0? kP?I ~F"ADA FiFE FROTECPI~!P,I D Fr; I~~ ^0343?199` Imms Streat. Arvada. CO 8000a • 303l424-3012 • 303I432-7995 fax Fax Transmittal Date: O: 1 i-! e. Nc>%, aR,v c r• ~DA a~•.., o.Ze~.v-- Company: aL-oC-..t3r. A, Location: Fax Number: 3 a a - a a r . , Number of Pages Including Cover Sheet: 7 From: 3-t-~o -z 7~ T- c c~ ur.o c I'E T I-( E kN 03._J wf~ -Z E~v 7',S -rv i-- c--r. _r N A 1Utd-2?-O1 FRI ll:u~ AP~f AR~'ADk FIRE PkOTE,TI~iPd D F~7: h0. ~ii 4 27995 F'. ? • ' ~ .'~§Imma Street. Arvetla, GO 80004 • 3031424-3012 • 303/432-7995 fax Plan Review Commen[s Date: June 22, 2001 Reviewed By: Steve Steigleder Name: Code Fire Systems. Address: 4896 Van Gordon St. Bldg 4 Occ. Classifcation::B1? Construction Type: I[[-N. Square Feet: 10,800 Building HeigM: 24 Ft. Code: 971JFC 1. Sitc: Sprinkler System: Yes Fire A4vm Yes 1. The address numbers shall be posted on a temporary basis and shall be perntanemly affixed to tbe building in the location noted on the plans with a minimum of 4 inch numbers on a contrasting background visible from the street &otitage. UFC 99 901.4.4. Amcnded_ 2. Atl-weathex fite dept. aCCess t+oadways, minimum of 24 feet of unobsWCted width, capable of supporiing the imposed loads of 54, 00016. fire apparatus rned to be pmvided to withm 150 feet of all portions of the building prior to above grade construction. iJPC 97 9013, 8704.2 Amended. 3. Fice lanes shall be posted on each side "No Parking Fire Lane" with signs that meet Ciry of VJheat Ridge Standards. Uk'C 97 901.4.2 3. The undergroupd fue line installation sUall be inspected and flush witncssed by the Valley Water District. The Fire Mazshal's Office will wiMess the 2001b, hydrostatic test. 4. The fire department connection for the spzinkler system will need to be located on thc &ont of the building within 150 £eet of the existing fire hydrant. UFC 97 903.2 Amended. S. We will contact the Valley Water District and request that we conduct a new flow test at the site. b. Landscaping shall be instaRed and tnaintained to provide a nninunum of a tbree foot cleaz space around the circwin(eceace of fire bydra►►ts and fire protectaon equiproent• iJFC 97 1001.7. 1. 2, pccupancy Separations: 1. The shop azea noted on the plans does not appear to be ciassiSed as a C3roup B Occupancy by the occupancy classiftcation tables in the Fire Code. JUP1-22-G1 FRI 11:07 a1d Page Two AF.'?ADA FIRE YkGTECTIOiI D Fu.': 1'I,~. 7F. 3 The Iiuilding Official will need to review the proposed uses. The use may fnll into a Cnoup F or S Oceup+ncy. A oee-hour $re-resistive occupancy separation may bc required by the Building Code. Openinngs will need to be protected with approved one-hour fire-resistive assemblies. UFC 97 ] 11.2.1. 2. I£firc rated assemblies are required the doors shall be lebeled, "Fire Door-Do Not Obstnuc" in a minitnum of anc inch letters on a eonttasting baekgrouncl. UFC 97111.2.3. 3. rxits: 1. The main exit doors that arc provided with a kay locking device shall be provided with a sign stating:"This Door ls To Remain Unlocked lluring Business Hours_ UPC 97120'73 2. When doors such as 101 4re used in pairs they shall open with one operatioa Edge or surface mounted Aush boits are prohibited. UFC 97 1207.3, 3. 7'he remainin8 exit doors shall be openable &om the inside without the ux of key or special knowledge. UFC 97 1207.3. 4. Sheet A-2 does not irniicate an exit door at the north stairway to thc extecior, Sheet E-3 notes the exit door being installed. Need clari5cation as exits shall rn>t pass through storerooms, rest rooms, closets or spaces used for similar putposos• UFC 971202.1. 4. Exit Signs: 1. Additional lighted exit sign needs to be provided on the second Roor North stairway. UFC 99 1212. i. 2. Fxit signs will be subject to field inspection. Additional signs may be required at the time of funal inspection. UFC 97 1212.1. 5. F,inergeney I.ighting: 1. Emergency lighting will be subject to field inspection and test. Additional wtits may be required if areas without acceptabk lighting ere noted. UFC 97 1211, 1. 1L~iI-«-Ol FEI 11:OE .a1.1 nk''AUa. FIkE F'F.CTECT,IOII U Page Three 6. Sprinkler System: Fr;i IIC :0343_'",4K P. 4 1. Submit a minimum ofthrec sets of sprinkler system p1ans for review and comment. All work is to be perfomied by a State of CO licensed sprinkler contractor. The location of the sprinkler cornrol valves are not noted on the plans. [JFC 97 1001.1 2. A separate permit wi11 meed to be obtained from the Wheat Ridge Buiiding pepartment for the installation of the sprmkler system. 3. The firc departmcnt connection for the sprinkler system shall be irutalled on the front of the buitding at a minunum height of not less than 36 inches nor more than 48 inches above finished grade. UFC 971003.1.1. Apyznded. 4, The fire dept. connection for the sprinkler system shall be located and maintained within ISO fcct of a fue hydrant. UFC 97 903.2 Amended. 5. Back flow prevention devices shall be tested by at1 &pproved 'mdependent tester prior to the final inspection of the sprinkler system as required by the Vallc;y Water District. 6, I'he outside horn and light above the fue dept. connectioo shatl active upon sprinkler system water flow only. 7. Sprinkler systenns over 100 heads shall be supervised by a central, remnte or proprietary service. Spt4nkler systems tmder 100 heads shalt have the corrtrol vaives locked in the open position. Urc 97 1003.1 8. Additiorkzl comments will be rnade at the time of plan submital and review. 7. Fire alarm System: 1. Submit a mirvmnm of three sets of Sre alarm system plans for review and comment prior to inslnllation Plans shall include a floor pLsn, location of all initiating and sigoaling devices, eontrol and troublc signaling equipmem, aimunciation, power connection, battery ealcuLqtions wring types and su.es, and manufacturers cut sheets on the equipmern to be installcd. [TFC 471001.3. 2. A separate persnit is tequired &om the City of Wheat Ridge for the installation of the Sre aTarm system. JUN-22-01 FkI 11:08 A1.4 AkVP.DA FIRE YROTE~PIGi~ b Pago Four FA:; PiG. °034?2' 995 Y. 5 3. The rlectrica( Isupector for the City of Wheat Ridge wiU need to conduct the ruffwiring inspection of the fire altirm system. 4. The Pire Mazshnl's Office will eonduct a ruff location inspection and final acceptance tests. UPC 97 1007.3.4.1. 5. "1'ha location of the fire alann panel wiU nced to be approved by the Pite Marshat's Office. UFC 971007.33.2. 6. RTU 1 is noted to be in excess of2,000 efin. Duct detection will need to be provided for this imit in aceordance with the Mechanicat Code and tied into the fire alarm pancl as a supervisory signal only. LIFC 971007,3.1. 7. A sutisfactory tesc of the entac fue alarm system will be made in the presence of the Fire MarsfiaPs Of6cc. U!'C 97 1007.3.4.1. S. AudibiGty tests will be performed at final inspection. Additional units may be requ'ued if 15 db ' cannot be obtained above the ambient noise leveL UFC 97 1007.3,4.1. 9. 7-he permiue shalt provide written certification to the Fne Marshal's Office that the system has been instulled irt accordance with the approved plans and specifications. Copy of the cerii6cation is enclosed. UFC 97 1007.3.4.3. 10. The DACT for the fize elarm panel shall be provided with two tetephone lines, One 1'uie shall be dedicated to lhe fire alazm pancl. The second line may be a business line in accordancc with NFPA Standards. 12. Additional comments may be made at the t'une of plaa review. 8. Flecirical: 1. Disconnects will need to be labeled in accordance with the fllectrical Inspectors requirements. 2. The receptacles within the shop azea should be located a minimum of 18 inches above the finished floor. UFC 97 2902.4. T11I-2?-DI FkI 11:09 AM Page Five FA't; Prr ?,Qa~a~?gyG p. F A°7'AD~. FIkE YkOTECTIGfd I, 3. The occupant nceds to verify that SulScieet electrical receptacles aze provided as extension cords and or multiplc aclaptors aze ptohibited, nor sha114exfbte cords pass through walls, ceil'engs or dootwlys. UFC 97 6506.3 4, Please pro»de locks on circuit breakezs that provide power to exit signs, and 5re alarm equipment. 9. Mechanical: 1. If one-hour fure-resistive construction is required between the office and shop ducts that penettaie the seperation shall be provided with dampers in accordance w;tb the Building and Mec}iauical Codes. UI'C 97 1111.1 10. Gas Meter: 1. We would request that the gas meter not be plaeed behind the fence. Could the fence be relocated around the mcter to provide accessibility if an emergency were to arise? 11. Fire lixtinguisher's 1. Tire extinguisher's shall be a minimum of a 4A rated, 10-lb ABC dry chernical units, fully charged with current inspection tags. F,xtinguichers's shali be installed at the exit tIoora, where the ttavel distance exceeds 75 Seet. UFC 471002.1. Amended. 12, Jaterior Floor Finish: Carpeting shall be a minimwn of a Class II Critical Radiant Fleuz and documentation shall be submitted prior to instatlatioa UFC 97 APpendix III-A 13. ReyHox: 1. I1ie Knox Box Key Box will need to be located at the main entrance to the imit at a mounting height of not mote than 6 feet. The box shall contain necessary keys to gain enrtry and shall be maintained at all times Please contact the Fire Mazshal's Office for application form. Uk'C 97 902.4. 14. Additionat Comments: 1. Any code raquirements azising from conshvction will be addressed. 1Uh1-22-01 FRI ll:09 i:M AR`~,'AUA FIkE PR~PECTIOFS D FA;' I~SG. 303432?995 P. ? Pege Six 15. Inspectipns: 1. Twenty four hoius notice is requited for all inspections.lnspections aze cotxluctcd on Tuesday through l~riday. Please call 303-424-3012 to schedulc inspections. UFC 97 103.2.2.2. City of Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, CO 80215 (303) 235-2855 Bob- (303) 235-2850 Darin- (303) 235-2853 It has been brought to our attention that the property at may be in need of the following: ❑ Fence or wall permit ❑ Roofing or Siding permit ❑ Deck permit ❑ Sprinkler permit ❑ Shed permit ❑ 5ign permit ❑ Driveway or walk- way permit ❑ brccavation permit ❑ Demolition permit ❑ Interior/Exterior Remodel permit ❑ Detached/Attached Garage permit ❑ Addition to residence permit or0tit a_~rm-) /ctfrY( ~{r'Ps/ 6 radti O~ ❑ Please call or stop by City f'lall within 7 days for information. ,Jc OiNs 01'~' Thank you. A/i wor k- City of Wheat Ridge Building Inspector Date 1 2 0 Ib 0 s ~ I q 6 ~ v G ~ I ~ w " 4 ' 4 I " ~ ~ ~ ► ~ c} }~h rt ~ e , ___.._...~,._..w._._.._._,~.___.__._,........._....__.._.._ I v,. w,. . ~ ~ a .a ~ h. ~ 3 a 35 _ 3. Cl~ ^ tit ~ ~I D M i~' p ~ 1ti ~ h 4 4 ~ s ~ ~4 * , cm r o ~ _ !!4 ~ V ~ ~ rrl p 1'1 _ . ~ _ I • ~ ' ~ ~ . , ~ I ~ ~ I ~ . a ~ , ~ w ~ _ rr:: u a • o .i i ~ ~ ~ 1 ~ b X 7 1 Mai ~ u i 1 .A ~ ~ "ti`,Y, y . ~ p,. 4 ~ f I ♦ b i~ 1 w. ~ 0 1 f M ~ ,f t , ,a u7 I _ r. ~ - ~ I u ~ f: ~ 1, ~ ~ 1 ~b,~~,,n' n f.,: 1 i~`~r { ~Y ~ ~ f~ N ~ s ~ ~ ~ ~ p _ ,j, ~ ~ 1 ~ i p q~ ~ r ~ r' A~ r ,t 1 r {'~r ~ A, ~ ~ t~~~ i it a ~.p r ~ ~ _ r ~i'~,Ir• +~1 aq ~ ~ ~ i. f - _ ~.4,.,.,. i~ ~ ` k~, 2~ a~,n,o. vt 'i~ ~ r ; i I } ' _ , , xr G+~U~ ..rua Y'v~i ~ ~,..I E ~r N ~ ~.7 1 ~ rl '30 Il I ~ ° T5 f ` I ~ 1~ 1 1 lY I f V~FIiA4 11~~~, 1 ~~*;k ' ~1~ f ~ I ~f i m y r. f) i €~`a ~ ni 'y. _F~ ; i err;, ~ ~a ~ ~ ~r ~ ~ ' Q ~ ~y 1, ~~,;;~e N~ ~ I ~,r f ~ ~ ~ ~ 1 ~t _ L ~ 'v y~~ 5 r y~?~.~i e ^l' " a P~ I ~ , e 1 y-4 N ~ d ! ~ l~ ~ ,o ¢f ~ f ~ ~ i P o ~ ~~a I o~ I ~ t r1 , ~w ~ _ Y ~ ~ ~ ~ ~ ~•x < V t.,. ?';{~a,h d 5 ~ ° ( ~ t ~ ~ I ~ ~ ~ ~ 1 L J M +N , ~ ~ IJ 1 ~i I 1~ 3~ tai ~4 ~ ~ , ~ ~ of ~ - - a ~ ~ ~ F.a ~k a~ ~ i~ a T ) F~tii \t ' ,p ~ t ~~A 9 I ~ r T IMSTAt,IATI QM A$ PER NFPA 1I3 ANO THE P1RE QIEPARTM~NT AND AU#IUIMG QEPARTI4ENT. 2-i/2" TNRU 4" TQ BE DYNA-FIQW S " ENEDULE IQ WiTN GRQDVED FITTINEiS AMD WELDkQ pUTLIYS, .USE U/L L15TE0 EQUIPMENT. A, PAINTING DF PiPE 8Y OTHERS. . PIPE i N i QE TIFIGATION RY QT.IERS. !I~ CENTRAL STATIQN SUPERV[SION ( I6 I1EUlR Q EU) iS 6Y QTHERS, ,!,(4L,M~11it +l~6 fGBaTtllckrr «++~tta~. l~ FREEIE PRDT ~CTiQN IS THE QWN~RS ft~~SPONSI~IIITY. 8, UNDERGRQUND PIPING BY OTHERS. i i" TMRU REFI.ECT~ CSI ! x TQ ~E 4~~r~tT~i>~~~p 4~. FITTINGS ARE H~ PL N SECQN ~ a ~ ~ V 2 ~ , . _ scREWED c . I . SC~IE i~a ~ ~ •n i4 . PIP H E ANGERS SHALL BE IN ACCQRDAN~E WITiI NFPA NI3. I1. HANGER SPAGIN& AND RQU pIANETtlR SMALL aE IN ACGDRDANCE I~ITN NfRA NI3 AS EQL y~ rll ~ ~QNS i i TNAU A PIPE 3/6 ROD 5" TNRU 8" PIPE 1 R /2 Op )1. O~.r wp~tC 7 4 ~F [~~eD~unr~ 0 w~TN SP~INkL~Ek P~olNb. I`r aR ~ IVILET 91320 JUNE 1?, 2-001 b AAM cofoic) OF MAIN C,F;VE;L SECOND IEVEL r"i ult Yr1C1)7C11i 111 ~a zdoI LE~C TE D C"E IHN(; T ,9 - I t E ~ f v,~~.Nr~ y ~ g yy m t: y ii t d 1 y 8~~ N 0 ~ 1101 l~hM F SIZE ~ ~CI11I~ IM~"d'~! >UN,.ATlt'~ !D ( a M ~ J' >a.AM QItAAC VitN CI1~M 11ESta R~INEQIitil~I - ~ 4~; v t, PRQVYI~ ~Y...~UNYS AS R[Ci'A - RE+STR~CTt~tAL AwuS 4 y y r N 6 u~ a Y 1 ~ o~ a V 4 N d. i/$" 1~~4# Y wArCRIA4. u ~^V M w ~ U N L t. G Y V O vi 0 i ~~1' I~t~„ STUB F'RANING A i b, fi 1. 1~1Ai. tfIJ3~i M ~'4' t~,C, - N N tl V~ V~ y (1 N o~ `11 J 1~ i N 1~ l .n L r~" tl ~ M ~ ±b/p' M~fAI tiUD PAAII~ION AT 2d' O~C . ~yy 4 ~ C udl~►~ ~ ~ Ai R£G'p l¢~~ k D 6~ G o lUF' qr ~,~Mi_i btYUr~D ~ 9, 6/fl' tYR[ ' ' YPSUM ligAkA ~5 I4~ A 1~ ~►T't ATIpN YPiC ' NAt. WAl ~ , r , 4 ii. CC~K~ S~ ON i 1~2' MrvtAL D~GK M RED STRUCrt►RA~, DwG$ . ~ _ w.~.,.~.-,,. ~ a._.... -.__._w~..,.m.._ ~ ~ ~,~~t _.....~_~...,...T,.~,.,: ~i r ~-,h.,rv~ ~ i i I!J$W.Ai A GI.ATS - RE. SPECIFICA1lgNS _ . _ I ANOAI?~~ A , I~t»A - S~Li cA~~tN~i 1 i►t,.~~J~1IN'r~ ~ ,K7~ir_ir~~rllt~G~ _ ~ r .,r ~ iJ ~ x d susf~,MDED A T c~~~ INt; - RIW a INISr+ S6~ECb i Wltr+ sta. r~l~ sUs~cNSli~r SrSrE~M ~ ~ ti i yj idc'd tiAUCuC Wl VANIZE D Std, l: r pt TAB i t_Aah1N1i (PAlN t ~ 1... PEk DCTAILtS) AND/I~ IN FU~.I ACCgRD WITH I.A~EST ~ EAItIpN tNC" S~CNA NA~uA~ '1 15 1 tr2~ wEXA~, I>Il~CK -REFER STRUC1uNAl. DwuS 60 Nii SINGLE-PLY EPDM Rllt~' SYSTEM, FiOC~t ~ALIASTE:U PROUTAE VALKtNG PADS F~OQ EQUIPMENT SERVICC - kE• ,1rll.`s ~I. 16. d` I" Ii1~R CI►NT S1RlP IT. d' x Yi` x tab` NOM. SMUU [ i ~-F~ACE C M u vA~~ CGNS TRuC (Wh O` ? SAM W! REINEII►tCiNG PER StkUCfiURAI pwGS 19. T1LT-uP WAuI PANELS kE $TRUCTURAI. R I$. STEf~~ RQpf Jt]ISTS RE' SIRUCTukAU 2b STEEL GIkDER JOIST RE~ STkuGTURA~ 2t S1EEL i~LOai JOISTS RE~ SIRUCTUkAI ~ 22 Stt;irl STAiR$ wlTr, 11.E TkE.Ap FINI~r~ 23 wOOG S1Alk$ 21 StI~FIE i~~I~ONT l,t.ASS ANU fkAM1NU y. ~r a Z5~ Dt~N ANA FiIAME AS SCHEGuLEA 26.3 5/d` F~.TAL STUD CANOPY fRAM1Ni, 27 METAL RpL~fi' ING 1 ~r`','~: -c 1 'i~~ 7v' ~UILC~IN EC1 1 A G~ . f ~ v Y ~1f ~I) i.~~ d .._C _ _ _ _ . _ o- i ~ _ ~ 1 ~i ;I 9 l ~ y I' ~ i~ s i 3I i ~ ~ ~ _ i 1 CGS, i i • ~i ~ i, i I1 it ;i i i i . " ...r.,_..__ ....r...._ i ~ ~I~ II L) ~ I .fir i j ~ , i, I~ it i ~ ~ ~ ,1, I ~i I ~I i I 9 ~ ~ " ; ~ ~ . I y~ _ a ~ I ~ ~ ~ _ l C' ~ ~ w i V ~ ) ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ' ~ i a ~ ~ ~ ' i r.~; i i; ~i ~jl~yyI r Lktien•.E (IAMAI 1 l ~v I'; ET 3 - 99320 Oiti ~cr~n C~Iolo 2 Z BUILDIN C~ 2- SECTION ti bd