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4980 Oak Street
APPROVED °nnMLe. J yyOVEqD ROVED rr July 3,4041 wMMEarc AppEor+0'u00 cwMlOons Owner/Contractor is responsible fir locating p ei Ines and constructing improvements ac ording to the im _�� plan and required development sta islands. The SWE responsible for inaccurate infomat ion submitt w t the F s �G plan set and any construction error i resulting fr am L inaccurate information. All parking and drive areas shall b in conformance with Section 26-50 L of the Zoning and Development Code. Due to existing site conditions, theow proposed trash enclosures are perm tied R to be located between the building i nd s the street per plan. All outdoor slur ge — shall be relocated to be contained behind the new fencing. E Fence posts shall be strategically" placed as to avoid being directly ph red stop the drain pan which could dam ige the system's integrity. Fence shall se placed within owners property line 195' The drive aisle to the north is used provide Fire access to the adjacent property. Arvada Fire Protection District (AFPD) has determined Its without a formalized casement, the fence is allowed to be installed partially in the access drive. A miscellaneous permit through AFP shall be required. Should AFPD require access onto the adjacent property, any damage incurred to it proposed fence shall be the responsibility of the property owns . me Dumpster or trash storage areas nat at be screen d o sides visible to a public street or to any sing) ten -family home within 100 feet. A gone may be required I on er to is meet screening requirements. Paved Dumpsters shall be located on a ha d surface that is I with concrete or asphalt. Paving s all extend arman the dumpster area such that any trash t uck servicing the area is also on pavement. The zoning insaction for a dumpster inspection will not be approved un 1 paving is complete. C 0 SWE SIX FOOT PRIVACY Nc 4980 OAK ST 44" City of Wheat Ridge _A� Commercial Fence PERMIT - 202100889 PERMIT NO: 202100889 ISSUED: 07/09/2021 JOB ADDRESS: 4980 Oak St EXPIRES: 07/09/2022 JOB DESCRIPTION: 321' New Fence- 61tall chain link fence and gates with gray privacy slats * FINAL ZONING INSPECTION REQUIRED *** CONTACTS *** OWNER E N K LLC SUB (303)915-4521 Cody Mumma 210097 MUMMA FENCING *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 0.00 FEES Plan Review Fee 194.61 ** TOTAL ** 194.61 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. Due to existing site conditions, the proposed between the building and the street per plan. contained behind the new fencing. trash enclosures are permitted to be located All outdoor storage shall be relocated to be Fence posts shall be strategically placed as to avoid being directly placed stop the drain pan which could damage the systema€TMs integrity. Fence shall be placed within owner's property line. The drive aisle to the north is used to provide Fire access to the adjacent property. Arvada Fire Protection District (AFPD) has determined that without a formalized easement, the fence is allowed to be installed partially in the access drive. A miscellaneous permit through AFPD shall be required. Should AFPD require access onto the adjacent property, any damage incurred to the proposed fence shall be the responsibility of the property owner. Dumpster or trash storage areas must be screened on all sides visible to a public street or to any single -or two-family home within 100 feet. A gate may be required in order to meet screening requirements. Dumpsters shall be located o a hard s rface that s paved with c rete asphalt. Paving shall extend a and the dumpster a uch that any trash trucK s ng the also vici are is n pavement. The ing inspectionr£orsa dumpster inspection willenot be approvedauntil paving is completeon I, bY tore, do heresy attest that the work to be performed shall comply with all accom yin proved plans and specifications, bppli a�lel�'lding codes d all applicable mumci al codes, policies and procedures, and that I am �heplegal owner or have been authonzed y the legal owner of the ' roperty and am authonzed to obtain ties amrt and perform the work descnbed and approved in con'unction with trusfpe d�andellt o�rktotbe.mis�r�med. �s�oaeau,�aa�,uiee a.,aiorea a�"o••°lnsaocumentaspda.i,esw aswGrse�t,ons. per orme pe panying approve plans an peci Sigrtature of OWNER or CONTRACTOR 1 � uti ect to the compliance with thoh e doC�un 2. T}us.perrmt shall expire 365 days after the 3. 4. 5. not proceed or Date and and specifications and is ;t d procedures. be made in writing and tion of the Chief Building :d to be obtained. fssuznce of a new permit shall be subject to the standard any new permit Re -issuance or extension of expued perrmts is at the sole discretion of a change. of the natural flow of water without prior ands ed fic a royal. ritn ' es Drnsion'n accoadance with established policy of all re ed� teh approval of such work firm the Bmlding and Inspectron Services 6. The issb ce de orr ander d naanc o tre elation of [hist' add' ction. A �t el of workPs�sub� t to � ld ins�ontof any provision of any /qpp sa je co y or g duns pprov pec pec ion. Signature of Chief Building Official Date R8QD85T5 MOST B8 MADE BY 11:59PM ANY BOSIN855 DAY FOR INSPECTION TH8 FOLLOWING BOSIN855 DAY. Good afternoon I have attached your reread Poryourplan check payment Please allow 4-6weeks for plan check review Poryour project Opemlar Cade: 2RERW aMon"Received deal Cade: CDM24564 deal Onle: 8518521 ❑valded Distributions: 19461 19461 PP MASTERCARD. 986 l AOTH: 9361E Money: 19461 Chane Due 000 B From'. 021 NewtencP ❑ Coal orDonal J Distributions Thankyou ardbesafe) Justin Berty Building Ervision Office Phone 303-235-2876 Office Hows: 7am-4pm aMON[ND!EVPUJ CMPMNlLTlge From: no-reply@clwbeamdge cc usmo-reply@awbeamdi cc us, Sent Tuesday, May 4, 2021247 PM To: Commoev Permits <Pennl6@alwbeamdge ao un Subject: Online Form Submittal General Permit Application General Permit Application This application Is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FORTH E PERMIT TO BE PROCESSED. THIS APPUCATI ON DOES NOT CONSTITUTE PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORM ATI ON Is the property Residential commercial us in minannnnasomal mm Suspect: RE Conn. Earn Somocal Goners arnposionm Good afternoon I have attached your reread Poryourplan check payment Please allow 4-6weeks for plan check review Poryour project Opemlar Cade: 2RERW aMon"Received deal Cade: CDM24564 deal Onle: 8518521 ❑valded Distributions: 19461 19461 PP MASTERCARD. 986 l AOTH: 9361E Money: 19461 Chane Due 000 B From'. 021 NewtencP ❑ Coal orDonal J Distributions Thankyou ardbesafe) Justin Berty Building Ervision Office Phone 303-235-2876 Office Hows: 7am-4pm aMON[ND!EVPUJ CMPMNlLTlge From: no-reply@clwbeamdge cc usmo-reply@awbeamdi cc us, Sent Tuesday, May 4, 2021247 PM To: Commoev Permits <Pennl6@alwbeamdge ao un Subject: Online Form Submittal General Permit Application General Permit Application This application Is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FORTH E PERMIT TO BE PROCESSED. THIS APPUCATI ON DOES NOT CONSTITUTE PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORM ATI ON Is the property Residential commercial or Commercial? Property Address 4980 Oak Street Property Owner Name Michael Rich Property Owner Phone (303)880-3909 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email mrich Oskyline-us.com Address Attach City of Wheat Ridge Electronic-Payment-Form.odf Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** CONTACT INFORMATION Submitting General Mumma Fencing Contractor or Architect Contractor's License 210097 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone Number 303-915-4521 (enter WITH dashes, eg 303-123-4567) Contact Email Address mummafencinaOamail.com Retype Contact Email mummafencinaOamail.com Address DESCRIPTION OF WORK Detailed Scope of Work - 321' New Fence- 6'tall chain link fence and gates with gray Provide a detailed privacy slats description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of scope of 321 linear feet work Location of work (backyard, north side of property on roof, etc) Project Value (contract 16,000.00 value or cost of ALL materials and labor) Upload Engineer letter, Field not completed. other documents on 81/2" x 11" Upload Asbestos Report if Field not completed. triggler level is met per CDPHE regulation. Upload Drawings 11" x 17" IMG-7470.iDo orlarger SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility Yes for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand thatwork may Yes not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment or both. Person Applying for Permit Alisha Mumma Email not displaying correctly? View it in your browser. t ^ Building Permit Permit Number 19028 CITY OF WHEAT xIDGE 7/26/2005 7500 West 29TH Avenue ' wheaaiaBe, co 80033 - Inspection Line 303-235-2e55 oty at""had Ndw 303•234-5933 Residential Miscellaneous PROPERTY 4980 Oak St Unit: owtvER: Mike & Becky Rich (303) 880-9959 Units: Occupaucy: Walls: Roof: Stories: Sq Fcet: o I hmaby aNh "ca p poud by tlJe perml[ 11PYOItbo art uauralq md Ao mt vbbte ~pplic~bk ordWOSm, rvln or reeol~tlom oft~e Clry of Wpw~ Rid6e w rnvmmt0. ~b or Hbm oN; thtl all meawrcmrnn Mowq ~od a Degalom m~de ~rt ~mnh; Wt I hrve rud ud qree b~blde by ~11 wnditboe prht ov applicrtb • tbat me fWl rapondbWry for eampllan~e with the Whe~t RIG(e fidMin~ Cade N•&C.) ~vA ~11 oWer Wplk+ble . . WhutRMgeo m, w' un P . . (oWNERx C e I~w~ a(the Stata ofCobnlo ud N Ihe Zanlej I Illb d,tlone id Buildlo{ Cod~w N'M1Ut RIEE0. Coondo orr ony oNer ~pplk ~k oMinoce of , Ne Clty, He` 1 '1'hl. peemlt Avg "phe if(A) the work .uMorbeA ie not mouoevesd withio sLaty (60) tlryi trom luue date or (B) We bnsdloC avthorbed 4 rvepm9ad or Wonedwudforapeebdof110Aaye. 3 IfWbpeneltexplra,. 1uwpermitvaybe~equirWtoraNeofooo-lulfWeamoon[vonn~llyrequtred.p'oMdednechoo`ohwebeeaorM96<mWeblhe . piyiotl pbu md ~pmilk.tbv mE any smpwbn or abiodoemmt 4u not esaeded one (1) yew. If chmew art oWe w If euspnoYOe or abisdomeol u<u& ooe (t) yeaq fuli fm ah+0 be paid for a new pefmit. . I Ne wmk N'ovy maener Mdl Ee Aone tha[ wW chmee tAe oahnl Mw ofwaw nuNee . dnimee pmbkm. 3 Cootrasbr Wn0 woHty Me Bdltllue InsPector twmty-faur (2d) houn In advsntt for JI IoryeeHOm aotl Wall reetlve wApeo sippmval on ioqatl" eW W^ro proewdletwlMwemMvephuaotthe)ob. 6 The iwmtt o(o pemk or 11u oprovd of dnxin{uod apecNCatlons sh.11 oot Ee roonmM m be a pmol[ for, eor . -pprvvN o4 way+bhtloa of We OATE Tuesday, July 26, 2005 I Page 1 of 1 Description Saw cut existing concrete wall and install 11' x 12' high overhead dock door. t~ ~ ~ %s~r r+?:~r'.~xe~+,~a~ iw, ~ ~ .F . . ~ Permit Number ~ ~Building Permit 19028 CTTY OF WHEAT RIDGE 7/26/2005 7500 West 29TH Avenue " Wheatridge, CO 80033 InSpeChOO LiB@ 303-235-2855 303-236-5933 Residential Miscellaneous PROPERTY 4980 O8k St UIIIt: owNER: Mike & Becky Rich (303) 880-9959 Descrlption Saw cut existing concrete wall and install 11' x 12' high overhead dock door. Authorized By guilding Approval Zoning Authorized On 7/23/2005 Approved By CR OK with engineering. Subject to field inspections. Tuesday, ]uly 26, 2005 Page 1 of 1 COM#AUNITY DEVELOPMENT DEPARTMENT 8uilding Permit Number. of W"E" p BUILDiNG INSPECTION UNE - 303-234-5933 Date: ~ C17Y OF WHEAT RIDGE ~ g 7500 W£ST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Propcrty Owner: .M; k~ v1-- ,3eck Property Address: G( 9s-0 6,9K S1. L✓~~~2 q~'y< <-~'3~ou jJ' Phoue: 50,5' ~"8'O- `j `!S9 ContractorLicenseNo.: Company: I~! pWNER/CdlTRACTqI SIGNANRE OFUNDERSiANO1NC AND AGREEMENT 8uildinaDeoLValuatlonFiguie: i he/ebY certifY thal Ux setbadc Aistantes proposeE Dy ihis permit applintion are accurak. and do nd a4olate apaicabie orCinancea, rules a repuWtans of the Ciry of W heat RidM or oovenanb, easemenb w restrictiona of reca0: Oul all rteasuvernaMs show,. and aMepationa made are xwrate: tlut i have read and ayree to aDide tyy ap corWiGOns Pri^ted M Mia aPPbcation and Mat 1 aswme luu rtaponsiDi6ty la comdwnoewmmewneacRiApe coeelI.6.c)aneaWOabrappccaaewneat Ridpe OrOinances, tor work untlerlis it.?qns fiDject to fie1C inspection. ' Ado (OWNERNGONTRAGTOR):AtNTEO OA1E Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Uss oi Space (description): Deuription of worlc: ,S'yW (~..t QX.J t. n9 4p.~ cic-fa- w~/i o-%~~'~~~ X l Z vvyr-+te~ oe)c.le- i,?Do2. sy. Fc..ae.a BUII.DIIVG DEPARTMEIVT USE 07YLY SIC: Sq.FI: caw.Er+TS: ApqovaC ~ Zonirp: I,1~ ~ G~ ~ ~k_ uJ~ K~r~ ~~j ~ S u6 ct- 2 2 200~J ~c cowWnrs JUL ,nppovai. ~ ~i~/~ GG"~G~.(~ 7~2~v a ~ wowKs ca.wErrrs G( - - - - - - - Appoval: peyAarMErrt Cd,Mnr5: Approval: Walls: Roof: Stories: Residential Units: E~~~ ~~mse No: Plumbing License No: Mechanical License No: Company: Company. ComPanY Expiration Date: Expiration Date: Expiration Date: P^woval: APProval: APDrowal: (1) TTis pemA rm iuue0 in axadanoe with tlhe Prrn'isans xt latn in your appicauon and is w4W b me Wwa ot me State ot CaloraCO and b ths 7arY^Y Rpulsti°^s and BuddinG Codes d WAeat Ridpa. CdoraOO a arry dher aDWk'sbb ordu+ances o( ths CNy. (Z) 7hq pem* yyr pxpirs if (A) Me work auChor¢eC is nd oommerwed vrdh"m sirty (90) days han issue dab a(8) Me buiWiny awwrttee o ww«wee or sn.nd«od wrioe a1eo aap. (3) I( tlris permM aypNSS. a new Demit maY be ac0uhe01or a tea d ons-haMtla amourrt namaMy repuiieC, p'rn'i0e0 no charqes have Dsen wwi Ds mfft in tM orginal pbns Ond apsaRnDa11s a^E O^Y VApmrobn a abaiWOnmxnt haa not woeeOeE one (1) Ysar. M darqss hwos bsw a M swpension or abandombnt aaeee0s ons (t) Ysar, luB fees shW bs paitl for a new PerrM (s) No worlc d anY mww aholl W Oons Mot vN chaiqa ths nwr* Ibw d vwMr ouWip a bainsps podem. (6) contrsaor ald rwlby 1M B**w Inspeclor WMHrw (24) hours I^ aevanos kr al :upsctions and SnM reoeive wrinen approvy pi frnpWlon ad DslaeD- , I~Y wih aummsaM Pnws d IM job. 1(6) n,e "u.m a . v«mr or e» +vroval w drvwv+a and .vammti«w shal na ee co,.wea m w , pomid b., nwr w approvd of, anY vbltlim d IM G'ovnaans d IM buidig o0dsa Or anY 00ixOr6nanoe. law. tu4 a rep~m. Aq plan revhw b suDject tn MW MupKtioro• c'niei Buildina Official W W W NNN v0iGo cv n N N N ~ 4 r 1- ~ ~:y n, O ~ ` J o JU ^ ~ _ -~LU~ - - - _ _ ' LU ~w@i~ 1 ~ • • . ~ . T J ~ a ~ N. O NM , i ~ ~ 9 C y ) /1 O~ Y I ~ Y Z O~ v~ ~ r ~ ~ w J ~1J ~ 2 Ck `u ~~LU~ L Cr'~~~l~T NfpN F- S- W W ~S2 N/nN aoo moa ~N C~ fl` C PA~ N N N tV tV tV ~ C J <F L#5 ~~a ,n~.~ EDGE S~ cRUL K EcT_Ir~ rJ 1 Z xzo.7 TL, Gk+PrNiJFL Z - Z zclp FFEAD ' R A m sE-r To c,o,~c , - 2 X FILLers JAMBS ~ t' ALTA /AGSM L~IND TITLE SUR`TEY M r t LEGEND i AOC 4 -AREA OF CONCERN • ~ =1 ~AFFIG ARROWS LOT 2, BLOCK 3, L & K IND US TRIAL P~l~RK A~.MEND LOCATED IN SECTION 16, TOV~ijNSHIP 3 SUUZ~, RANGE 69 JEFFERSON CD UNTY, COLt)R:A.D O 't i =CONCRETE =RETAINING WALL . =ASPHALT =BUILDING z 4 d GENERAL NOTES: i. BAS/S OF BEAR/NGS.• TH£ NORTH/SOUTH CENTERLIN RANGE 69 WEST OF THE 6th 2. ALL REFERENCES TO THE BOOKS, PAGES, MAPS, I F i. -ir PUS'! ~C DOCUMENTS ON FJLE WITH THE CLERK A CC,~~~ ` 1`Y, STA TE OF C0~ 4RA00. r' 3. BU ~_7 U llL/ 17ES AND/C~ P/PE LINES ARE SHO E! _7VCE OR AS-BU1L d' f.IRAW/NGS OF THE CON A: UN~£RGROU/VD U ~ ' ~i ~Y L OCA TIONS ARE RE ✓ER/F/ED BY F/ELC` ~'OTHOLING THE UTILIT/ES. ;U n I "VENNG, LL C. ANC ANNE SUR l/EYOR OF RECO vie»e:s.iiiuriiru~r.ir...~„ .,......~ii~siiiri~~I/I/////////////t~. / /V'A T//lA/ /lC n~C'' 1'YJC CA/! //OL' T/1 A//lT~ TV .4 i f' d.a a~ ~i I W w I ' I~ I d V r. ~ _ ! ~ t r~, i s 1 f G .a i `r T 4 L SP A~'EIVOMENT~ `DUN TY QF J~'fFERSON, I I ~ I LANDSCA + ~ AREA d 4 I 4= 'I u k 55Y Y' E I 1 s era Y• * vsr s..a r v vrrrvra r~r ar a.r s rrr♦ es.. wv e ~ e a s.. sr s.sa • ~ a va®m' r ass s®rre r r r •r . err ~m . r . , ~ ~ , . , r gnXng.~ 4T4 b ~r~ h i _ rx Il"V !1A / 11/LJt/~Ll / T t[^ ~ ~ . l t ~ i (.~F TH1.S TRACT' UFR/FY TNF r-ne ~ r rn 1 ~ ~ ion Tr Ti c"I r®f fC'vC° " IP1fA/Tl 1./ crr~ ®o ~cvcn ~ Ain L _ _ ~ i~ L i J i~ r ■ l~ r 1 c ?a i i' ~ ~ i /T u i. a j E~_ ~ ~ LANDSCAPED AREA - I ° ~ ~ B" G1AMG /PST. MGILL :t 1 i 1 I I A .~7~ A/11~iA~R Ih/1~74MAR QRK d I c~avd~~ o_ dt u~x. r. ~ l~189. °4~ X00 a X 76.00 . i i i t. i ~ h f c c I J t J i i ,i i; LOl 7 f BLOCK ~3 n _ I. t. n r~ r R Fr 7 c_ - - 1 J 1~ V I r J_ r L 1 l` J Y. l~~ t ll II I~I~ r_ ` ~ j T! A~lL Al" AdF%L "n "M Jolowsw v +Hij t 3647 Sou Sheridan, z a Phone: 72 I COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 14982 BUILDING INSPECTION LINE - 303-234-5933 Date : 1/2/03 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: OAK STREET ASSOCIATION Property Address : 4980 OAK ST Contractor License No. : 17079 Company : Turner Morris, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are acwrate, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applicalion, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable~ ~V1b~qa idge or 'nanc s, for ork under this permit. (OWNER)(CONTRACTOR) SIGNED DATE_~~ ! Phone : 779-6652 Phone : 431 1300 Construction Value : $17,257.00 Permit Fee : $293.25 Plan Review Fee : $0.00 Use Tax : $207.08 Total: $500.33 Use : Description : REPLACE EXISTING FLAT ROOF MEMBRANE WITH EPDM. REUSE EXISTING ROCK BALLAST. itm BUILDING DEPARTMENT USE ONLY 90OW04*0ft SIC : Sq. Ft. : Approval : Zoning : Approval: Approval: Occupancy : Walls Electrical License No : Company : Expiration Date : Approval : Roof Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accorUance with ihe provisions set forih in yopur application and is subject to the laws of the Slate of Colorado and to lhe Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire i! (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permil may be acquired for a fee of one-half ihe amount normally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made 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 ihat will change the naturel Flow of waler wusing a draina9e problem. (5) Contrector shall notify the Building Inspector hventy-four (24) hours in advance for all inspedions and shall receive written approval on inspection card before proceediing with successive phases of ihe job. (6) The issua o a permit o e approval of drawings and specifications shall not be construed to be a permit for, nor an approvai of, any violation of the proviSRl of t es or any other ordinance, law, rule or regulation. '1.-- Chief Building Ins ctor Stories : Residential Units : oF wHEqT DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: ; a BTJII,DING INSPECTION LINE - 303-234-5933 Date: CITY OF WAEAT RIDGE 7500 WEST 29TH AVENUE ~o o~POp WHEAT RIDGE, CO 80215 -(303-235-2855) ~~UCATION PropertyOwner: Q{tK 5746E> f~sS°cA7i=r PropertyAddress: c+qgD Owy- STtfg1 Phone: (3 1 -779_ QSz Contractor License No.: 17079 Company: TvGNdtiL INL Phone: (a~~ Y3J^1300 O W1VER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cecdfy that the setback distances proposed by this pernut application aze accuzate, md do not violatc applicable ordinances, rvles or regulations of [he City of Wheat Ridge or covenants, easements orrestrictions ofrecord; that all measurcmcnt5 shown, and allegarions made aze aceurate; that I have read md agree to abide by all conditions printed on this application md that I assume full responsibiliTy for compliance with the Wheat Ridge Building Code (U.H.C) md all other applicable V✓heat Rid Ordinancu, for work under this pemrit (OWNER)(COM'RACI'OR): Construction Value:$ 1717- 57 Pernut Fee:$ Plan Review Fee:$ Use Tax:$ . TOt31:$ '-sti DESCRIPTION: RCO\~"Le 2, IS"71^~ '~ri°'}' n~ rnev.b~T-~+ £P.il~'+~ , ' 2.YiSP~ ra,~. ~~<<ST BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: ApprovaL Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Elechical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Eapirarion Date: Expiration Date: Approval: Approval: Approval: (1) This pemuc was issued in accorde¢ce with the plovisions set fott6 in }rour applicatloa md is subject W the laws of the State of Colmado md to the Zoning RegulaSovs and Buildiag Codes of Wheat Ridge, Colorado or avy other appGcable ordivances of the City. (2) This permit shall expire if(A) fhe work authonzed is not commeveed within sixty (60) days Gum issue date or (B) the building authorized is suspended or aba¢doned for e period of 120 da}s. (3) Ifthis pmmit ezpims, a new peemit may be acquircd for a fee of ove-half the amount normally requ'ved, provided no changes Lave been or will be made in the origi¢al plans and specificafions md nny suspension or aba¢donment hu not exceeded one (1) yeaz. If changes have been or if suspension or abandonment exceeds one (I) year, full feu shaR be peid for a new pemut (4) No work of any manner sLall be done that will change the natural flow of water causing a drainage pmblem. (5) Contracmr shnll nofify 1he Buildi¢g Inspecmr tweury-fow (24) hours in advauce for all iaspeceovs md shall xceive written approval oo iuspecfion cazd before proceedi¢g with successive phasu of fhejob. (6) 'Ihe issuance of a percmit or the approval of drnwings md speci5cafions shall not be construed to be a pennit for, vm av approvel of, evy violatian of the pmvisioas of the building codes or any other ardinancc, law, rule or regulabon. Chief Building Inspector Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE Wf IEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: Perniit # 12163 Tenant Finish OWNER: Roval Crest Promotions ADDRESS: 4930 Oak Street PROPERTY ADDRESS: 4980 Oak St.. Wheat Ridge. CO 80033 DATE 6/12/01 CHIEF BLJILDING OFFICIA ZOMNG ADNIII\]ISTRATOR INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS '7wc CG K, L, BUILDING PE/RM/IT N0. DATE ISSUED NPE OCCUPANCY CONTRACTOR SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST Caissons Reinforcing or Monolithic POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUA FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical O Rough Plumbing 6- lal Air Test Gas Piping Rough Heating & Ventilation (above must be signed prior to framing inspection) Framing ,/C; Insulation Drywall nailing , / S S` Roofing Refrigeration Electrical underground Final Electrical Plumbin . Heatin & Ventilation 0, ~G Frame (.1 R.O.W. & Drainage Fire Department C)~ Parking & Landscaping S Of t ~1 • OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER `VJ Z ~ ~ m W C7 C Ln a N Q ~ X N > 7 Cl) M U. sQ F_ U ~ ~ 0 Z O ■m~ ~ i L. V A ~ N ~ •d M l~ a N d0 ~ v m R~ ~ ~o 1 ~ r C N o N A J Y 7 p1 N ; °o c o m 9 ~ ~ d y 'fl E W r ~ y O j w Of ~ Z > C O - t d ~ Y ~ o `a > 1~ c 0 n .5 , d 0 d L « °5 0Av o E~ ~ ~\J d ~ wap~ ~ aa~3 ~ m c ~t0y' C L ~W 0.~~ t a C s m ~ r G N F- W 0 2 W cc O Z G p ~ 3 ¢ LL DEPARTMENT bF PL'ANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Date 12215 5/25/2001 Property Owner : Property Address : 4980 OAK ST Contractor License No. : 21012 Company : Firetrol Protection System Building Permit Number Phone: Phone: 366-5875 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceKify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) antl all other applicable Wheat Ridge ordinances, for work under this permii. (OWNER)(CONTRACTOR) SIGNED DATE Description : FIRE SPRINKLER SYSTEM BUILDING DEPARTMENT USE ONLY . SIC: Sq.Ft.: Approval : Zoning : [~fi`ef" "0 Approval : Approval Occupancy : Walls : Roof : Stories : Residential Units : Use: ~1 C Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approval : Construction Value : $792.00 Permit Fee : $32.65 Plan Review Fee : $0.00 Use Tax : $11.88 Total: $44.53 Expiration Date : Approval: (1) This permit was issued in accordance with [he provisions set forth in yopur application and is subject to the laws of the SWte of Colorado antl to the Zoning Re9ulations and 8uilding Code of Wheat Ridge, Colorado or any other applicable ordinances of the City, (2) This permit shall expire if (A) the work authorizetl is not commencetl within sixry (60) days from issue date or (B) the building authorized is suspendetl or abandoned for a penod of 720 tlays. (3) If this permit expires, a new permit may be acquired for a fee ot one-half the amount normally required, provided no changes have been or will be made in ihe original plans and specifcations antl any suspension or abandonment has not exceetletl one (1) year. It changes are made or if suspension or abandonment exceeds one (1) year, full tees shall be paid for a new permit. (4) No work of any manner shall be done Ihat will change Ihe natural flow of water causing a drainage pmblem. (5) Contractor shall notiry the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive writlen approval on inspection card before proceediing with successive phases of the job. (8) The issuanc permrt or t appmval of tlrawings antl specifications shall not be construetl to be a permit for, nor an approval of, any violation of the provisions of the builtlj ~ c des , er ordinance, law, rule or regulation. i Chief Building Ins tor May-23-01 12:02p DEVREVFAX 303 235 2857 P.02 DEPARTMENT OF PLANNING AND DEVELOPM=NT Building Permit Number : BUILDING INSPECTION LINE - 303-234-593: CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPUcA'E' Property Owner : R 0 YW ~ CK.CST~ Pp'' 'vl 7- lt` AJ n~ 57. ~U~Vles,7alDfre Property Address : B0d Phone : Contrector License No. Company : Qliowe_ Fi OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGF.I IEMENT I hemby certify that the set6ack distanaes proposed by this pertnit appliwtion are awrata, antl do not violate applicable oMinantes, ruies or regulations of the City Of Wheat R ige or covenants, easemmts or resvicHons ot rccard; that all meanurements shown, and i'legations made are aceurete; that 1 have read and a9ree to aEide by all condftians printed on iis application, and tha[ I assume full responsibility for enmpliance with the Wheat RWg ~ Building Code (U.B.C.) and all other appliwble Wheat Ridge ordinances, for work under Ui, >ermit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Pnone : ?~p`~~ "~(alo' C Construction Value : Permit Fee Use Tax : 7 9L 00 Total : Use : BUILDING DEPARTMENI USE ONLY SIC : Sq. Ft. : Approval : Zoning : ~ Approval: ~ Approval: I Occupancy : Wails : Roof : ;tories : ResidenUal Units : Electrical l.icense No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) TTia permit wae isweE in aaordance vritn the provisions set MM in yopur applintlon m ! is suEiea to the laws m the State ot Cdorado ana to Ne Zoniny Rpulatbre antl BuiWhg Code M I/Vhaet Ridge, ComaCO tt airy otMr appllcaGh wGina ces M the Ciry. ucea wrthin sixty (60) eay hom issue Eate a(B) me buimirg auuwnzed ia suspenaea a (Z) abarM~~e io ea ezpre n(n) Ne worx auaronzeC is not Conmri plriOQ ot 120 days. (7) II this permil upirea, a new permit may be acquired kr a fee of oneJiatt the amount no~i ally requiretl, provi0etl no clianges have Eeen a will 0e matle in the originul plans and speciliufians antl any waperuqn or aOanCOnmeM has rrot exceetlo] >na (1) yeac tl clianges aro maEe or it wspenaion or abandonmenl ezeeeES one (1) year. WII fees shall he paiC (or a row pertnit (4) No worlc of any menner sliall Ee Cona Ihat will Uangs the napxal llow o( water cauainq a tlreinaqe proClem. (5) Con7aqw ahall notly Ihe Building Inapxta lwenry-twu (24) houm in atlvencs fq all in~ edbns and sha0 receive w~it[en apprwal on iropection oM Oefaro proceeCiing wiM auccemive phaaes ai the'ob, (B) Tir isswncs af a pafm~ or iha apOrOVaI o~tlmvi1ge arq apatlfkatbM shau mt DR core nled lo Ee a pertnit (or, na an aPPmvgd ot, anY violetion of the proviaions 0f 111Q CI111E1119 COCQS d ally OtIIN UCIt1afIG, IiW, NI! Of !l9111ltIOII. Chief Building Inspector PIONEER FIRE SYSTEMS, INC 3538 Peoria Street, Unit 506, Aurora, CO 80010 PHONE (303) 3665875 FAX (303) 366-0646 X, ROYAL CREST PROMOTIONS 4980 OAK STREET WHEATRIDGE, COLORADO 80033 FIRE PROTECTION EQUIPMENT SUBMITTAL ROYAL CREST PROMOTIONS 4980 OAK STREET WHEATRIDGE, COLORADO 80033 FIRE PROTECTION EQUIPMENT SUBMITTAL INDEX PRODUCT MAKE MODEL / DESCRIPTION 1. SPRINKLERS VIKING M QR S/R PENDENT 2. PIPING ALLIED TUBE DYNATHREAD 3. PIPE FITTINGS PADDICO CLASS 300 DUCTILE IRON 4. HANGERS TOLCO HANGER RINGS TOLCO TOP BEAM CLAMPS TOLCO ALL THREAD ROD TOLCO TOGGLE HANGERS SPEEDY SAMMY SCREWS "The above listed items are the proposed equipment to be used on this project, however we reserve the right to use an 'equivalenY product or manufacturer at our discretion. May 27, 1999 Sprinkler5l a ~ ofasto M ODEL M V~~~~ 1jM§2iCrj CK RESPONSE SPRINKLER 1. PRODUCT NAME Viking MicrotastO Model M Ouick Response Spnnkler • Sryles: Upri9ht, Pendent, and Conventional 2.MANUFACTUREA The viking Corporaiion 210 N. Industrial Park Foad Hasungs, Michigan 49058 USA Telephone: (616) 945•9501 (877)784•5464 Fax: (616) 945•9599 e•maiC techsvcs4 vikingcorp.com 3. PRODUCT DESCRIPTION The Viking MicrolasF Model M Ouick Fiesponse Sprinkler is a small. thermosensdive glass-bulb spray sprinkler. The pip-cap and sealing aasembly of the spnnkler is hold in placo by a rugged 3 mm glass bulb. Viking Microtasla0 Model M Ouick Response Spnnklers are available in Ihree sryles with several tinishes, temperature ratings, and orilice sizes to meet design reqwremenis. The speclal polyester and Tellona coatings can be used in decorative applications where colors are desired. In addilion, these two finishes are corrosion resistant and provide prolection agamst many corrosrve emtronments. During fire conditions, when the lemperalura around the sprinkler roaches its operaling temperalure, the hea4sensnive liqwd m the glass buib expands, causing the bulb to shaltor. releasing the pip-cap and sealing spnng assembly. Waler Ilowing through the sprinkler onlice slnkes the spnnkler deliector, formmg a undorm spray pattem lo extinguish or control the fire. 4. TECHNICAL DATA LISTINGS AND APPROVALS Refer to 7able 2 on page 51 c. Glass-bulb flwd temperature rated lo -65 'F (-55'C). Rated to 775 psi (1 207 kPa) water working pressure. Facrory tested hydrostalically l0 500 psi (3 448 kPa). Spring: USA Patent No. 1,167,974 8ulb: USA Patent No. 4,796,710 Testing: USA Patent No. 4,831,870 Minimumoperating pressure: 7 psi (48,3 kPa) SPRINKLER MATERIALS Frame: Brass Castings UNS•C84400 ~a. r. 4"•' ~ ~ • ' • ~r~ ~ Sprlnkler NominalSprlnkler Celiln Tam ereWroatS rinkter Bulb Tamperature Temperature Rating Max. Amblenl Max. i7ecommentleA Cta»Illeatlon (Fuaing Polnt) Tom. AP Ilowedl Amblent Temp.2 Color Ordina 175 "F 57 "C I IS "F 46 "C 100'F 38 "C Oranre Omina 155 "F 68 "C 195 "F 57 "C 100 "F IJB "C I Rea Inrermetliete i75 "F 79 "C 155 'F 60 "C 150 "F 65'C Veuow Inrormediate 200 "F 99 "C 7 0 F1B n 150 "F fi5 "C I renn Hi h ^F 161 "f 2 fi6 "F i90 "C 225 'F 107 "C Blue Sprlnkler Flnhhes: Dress, Briqht Brass, Chrome•Enloy'D (patents pentling), Whne Pory. lera N vWhit P I t r~ I, k P 1 t r~ ~ n 1, 1 T II n~ ` Footnoloa ~ Based on Npllonal Fire ProvemidF and Connol Atlminislretion Comract No, 7-94860. ~ Basetl on NFPA• 19. ONer Ilmits may apply, depending on Iira loaaing, spnnkler Ioealion, ontl other requiroments ol the AWhonry Having Jurisdiction. Reler io specdic installation standartls. • . ° The corcosionaesistant coalings hava passed standard corrosion tests required by perticular approving agencies. Refer to the approval chart on puge 51 C. These tests can- not and tlo not represenl all possible corrosive environments. Prior to installation, venly through the ond-user that the coatings are compatible wlth or swtable lor Ihe proposed envuonmenL The coatings indicaled ore applied to the exposed extenor suAacos oNy. NOTE: The spnnkler i9 ezposed on the Polyester-Coatod and Tellonecoatotl spnnklers. Table t Dellecror: Brass UNS•C26000 Bushing: Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameler Seal: TellonO Tape Spring: Nickel Alloy Screw: Brass UNS-C96000 Pip Cap: Copper UNS-C11000 and Stainless Sleel UNS-530400 Polyester-Coated Sprinklers: Spring: Nickel Alloy, exposed Screw: Brass UNS-C36000 Painted for appearance only. Pip Cap: Copper UNS-C11000 and Stainless Sleel UNS-S30400 Teflon,111-Coated Sprinklers: Spring: Nickel Alloy, exposed Screw: Brass UNS•C36000 Pamled black tor appearance only. Pip Cap: Copper UNS•C11000 and Slainless Steel UNS-S30400, Teflon' Coated ACCESSOIiIES Sprinkler Wrenches: • Stardaid Wrench: Part No.0.5000CWiH • Wrench for coated and recessed MicrofasC'D Sprinklers: Pan No. a7ssew• ' A'h' ratchet is reawred (nol availa0le Ircm Viking). Fefer to Ihe i•."SPRINKLER ACCESSOFiIES" 5ectiQn ol the Vik;ng Enqineenng and Desig'd,Data book'or technical data on approved escutcheons and other accessories. 5. AVAILABILITY AND SERVICE Viking sprinklers are avaBable through a network of domestic. CAnadian, and inlemational dismbuiors. See the Yellow Pages ot the telephone directory for a local distnburor (listed unCer "Sprinklers•Automatic-Fire") or contact Viking. Viking Technical Dala may be lound on Th e Viking Corporation's Web sile al htlp://www.vlkingcorp.com. The Web site may induAe a more recent etlition of this Technital Dala a a. Form N0. F_080488 Aeplaces sprinkler page 51 a-d, datedJune 18, 7998 (revised pip-cap materials). Sprinkler 51 b May 27, 1999 NIYJNG~ Microfast° MODEL M QUICK RESPONSE SPRINKLER 6.GUARANTEES For details of warranty, reler to Viking's current list pnce schedule or contact The Viking Corporation directly. 7. INSTALLATION WARNING: Viking sprinklers are manufactured and iestad lo meet the rigid requiroments ol approving agencies. The spnnklers are designed to be inslalled in accordance wdh recognizod installatlon standards. Oeviation Irom the stantlards or any allerelion to the sprinkler after it leaves Ihe lactory including, bul nol limited to: paimin9, plaling, coatin9, or motlification, may rendar the sprinklor inoperative and will automatically nullily ihe approval and any guarantee made by The Viking Corparalion. A. Sprinklers are m be inslallod in accordance with the latesi publishod stantlards of the Nalional Fire Protoction Associalion, Factory Mutual, Loss Prevention Council, Assemblee Planiere, Verband der Sachversicherer or olher similar organizations, and also wilh the pravisions ol governmental codes, ordinances, and standards whenever applicable. The use of quick response sprinklers may be limiled due to occupancy and hazard. Roler lo the Authorily Having Junsdiction prior to installation. B. Sprinklers must be handled with care. They must be stored in a cool, dry place in lheir original shipping container. Never install sprinklers that have been dropped, damaged in any way, or exposed to temperatures in excess ot the maximum ambient lempereWre allowed. Never install any glass-bulb sprinkler if the bulb is cracked or if there is a loss of liquid Irom the bulb. II a glass bulb lacks the appropriate amount ol Bwd, il should be sel aside and relurned to Viking (or an authorized Viking distributor) for anatysis as soon as possible. If the sprinkler is nol relumed to Viking, il should be destroyed immediatety. C. Corrosion-resistant sprinklers must be installed when subject to corrosive almospheres. When inslalling corrosion-resistant sprinklers, take care not to damage the corrosion-resistant coating. Use only the special wrench designed lor installing coated and recessed Viking sprinklers (any other wrench may damaga the unil). D. Use care when locating sprinklers near lixtures ihat can generete heat. Do not inslall sprinklers where lhey wdl be oxposetl to temperaWres that oxcoed the mawmum recommended ambient temperewre lor the lemperature raling used. E. 8alore installaiion, be sure to hava the appropriate spnnkler model and style, with the proper orilice sizo, temperature rating, and response charactaristics. The spnnklers musi be installed alter the piping is in placo ro prevent mechanical damage. 1. Inslall ascutcheon (if used), which is desi(Jned lo Ihread onlo the oxternal ihroads ol the sprinkler. Roler lo the "Sprinklor Accessories" section ol tlV Viking Engmeering and Desiqn Data book for tectfiical data on approved Ascutcheons and other accessories. 2. Apply a small amount of pipe•joint compound or tape to the external threads of the sprinkler only, laking care nol lo allow a bwld-up of compound in the spnnkler inlet. 9. InsWll the spnnkler an Ihe pipmg using Ihe special sprinklerwrench only, taking care nal to over-tightan or damage the spnnkler operating parts. 00 NOT use the dellectOr t0 start Or thread the spnnkler inlo a fitting. F. Alter insWllation, the entire spnnkler system must be tested in accordance wilh the recognized inslallation standards. The test is applied alter the sprinkler installalion to ensure that no damage has occurred lo the sprinkler during shipping and installation, and to make sure the sprinkler has bean properly tightened. If a Ihread leak occurs, normally the sprinkler must be removed, new pipe•joint compound or tape applied, and then reinstalled. This is due to the fact that when the joint seal is damaged, the sealing compound or tape is washed out of the joint. Air testing the sprinkler piping prior to testing with water may be considered in areas where leakage during tesling must be prevented. Re(er to the Installation Standards and the Authonry Having Jurisdiction. G. Sprinklers must ba protected (rom mechanical damage. Wet-pipe systems musl be provlded with adequate heal. When installing quick response sprinklers on dry systems, refer to the Inslallalion Slandartls and the Aulhority Having Jurisdiction. 8. MAINTENANCE NOTICE: The owner is respansible for maintaining ihe fire-proiecnon system and devlces in proper opereung condition. For minimum mamtenance and inspection requiremencs, refer to the National Fire Protection Associalion's pamphlet thal describes caro and mamtenance ot sprinkler syslems. In addition, the Authority Havinq Jurisdiction may have additional maintenance, tesling, and inspectlon requiremeNS that must be Iollowed. A. Sprinklers must be inspected on a re9ular basis for corrosion, mechanical damage, obstructions, painl, etc. The Irequency of the inspections may vary due to corrosive atmospheres, water supplies, and activity around the device. B. Sprinklers ihal have been painted or mechanically damaged must be replaced immedialely. Sprinklers showing signs of corroswn shall be lested and/or replaced immedialely as required. DuiFk response sprinklers thal are 2~years old shall be tested and/oreepiaced as required. Sprinko rs that have operated cannot be reassembled or re-used, but must be replaced. When replacmg spnnklers, use only new sprinklers. C. The sprinkler discharge pattarn is critical for proper fire protection. Nothing should be hung trom, attached to, or olherwise obstruct the discharge pattern. All obstructions must be immediatety removed or, if necessary, additional sprinklers installed. D. When replacing existing sprinklers, the system must be removed from service. Refer to the aDPropriate (ConGnued on page 51 d) May 27, 1999 Sprinkler 51 c O Microfast° MODEL M QUICK RESPONSE INIKING SPRINKLER KEY I Approval Chart MierohaN Model M Oulck Reaponae Sprlnklen Temperalure (Standartl Orlflce, J mm Glaas Bulb) Finish • A1 X 4--Exwcheon (it appliceble) I ThreaG Nominal 'I DexrlpUOn Nominal Overall Llatlnga and Approvala= Sk 4tlfla I ~ ~p~fmm~ SM aaePlN~IU,S.,IIIfl1C1.'o GheiLmrtl T T C13 " tI0s 470L~ 6 I LS!r llZl_' i:~vnda~P 56 7 9 i 21~58_ ~ ~C. 02v 2 ~ - priqht 1060B I- 7 9 i - I S [ _ i _ - a_4tlll i o mrti t 7r y~;,Q_~puppL fifl5@_ ~ - - i 7L4' ^a mlrl 112~~~~ _t[ZL~11[:'2 ~ - ~Cn9hh~C45Z - a _ , a SmaILOtltlr~ ' i ' 2~ JCfl_.-_E~atlo 4fiZ ' ' - - - - ' ' - 2 ZLl~~on9b i fiZ198_ ~L ^ ~ 40 27 o 62 1 =1 ' ~OTU @ - ' 3 58 1 ' _ ' _ _ - Il Qmm - i 10 ' Pnntlamd . 06992 - 5.8 1 ' - - - - - ~e 1 i Ogrvenuon~ 166B 5 5 7 9 1 2 j I ~Qj 1 A - - - !4"20 mrrl V/~ J Approved TemperaWrea Approvetl Flnlehea Approvetl Escutehcona A- 195'F (57 °C), 155 °f (68 "C), 1- Brass and Chrome-Enloy' X- Standard surtaca-moumetl escutCheon or Microlest1D 175 "F (79 "C) 200 °F (99 "C), Bmss, Bnght Brass, Chrome= Model F•t Atljustable Escutcheontl , and 286 °F (141°C) Enloy'°. While Polyesterif, Navajo V- Slantlard suAace escutcheon or Microlast10 Model F-f B- 135'F (57 °C) and 155 "F White Polyester", Black Polyestere, Atljustable Escutchaon", or recessed with Micro- (6B "C) and Block Tellon'0e maticm Model E-1 Atljustable Recessetl Escutcheon C- 155'F (68 °C) 9- 8mss. Bnght Brass, Chrome• Z- Slandard suAaca•mouNed oscutcheon or MicroWsf D- 135'F (57 °C), 155 'F (68 "C), EnloyO Whrte Polynster°, Nuvajo MOtlel F-1 Adjustable Esculcheon' or recossetl I I75'F (79 ^C), antl 200 "F Whrte Polyvster°, and Black Polyer ~ (99 "C1 IarB I I Footnotea I 8ase Oart number is shown. For complete part number, see Viking'S current pnce ;criedule. Z This iaCle shows Ihe iistings and opprovals avaJable at the time of prmnnq. Other aD7rovals are in procass. Check wdh tha manulacturer lor any additional aOOrovals. 3 ACCaptanCe br u5a, Ciry ol New York Board ol Slantlara5 and Ap0eal5. Calentlar Number 219•76-SA. t. ° Tha sprinkler Irame is itlentilied with Ihe nominal onfite 5¢B, and Ihe dellector has a protruding pmtl9. The sprinkler orilic'v is bushed. ' The spnnkler Irama is idenhlied with the nominal ordice size. and the dellector has a prolruding plntle. 't Peler to the'Sprinkler Accessories' SecLOn ol Ihe Viking Engmeenng and Design Oala book for technical dala on approYBd escultheons and otner accassanes. 7 UL and ULC Lislings. and FM and NYC Approvals ara iimded to l.ignt Hazard hyareulicaliy calculated systems. e UL and ULC Listed and NVC Approved as a corrosiomresistant spnnkler. 3 FM ApOrovetl for use n wel-pipe spnnkler systems (or preaction systems qualilymg as wet systems) br prolection of occupancies oe- scn0e0 in the Factory Mutual Enginaering and Researcn Loss Prevention Data Sheets and Technical Advisory Bulletins. 10 Metric K-Factor shown is lor use when pressure is measured in kPa. When pressure is measured in BAR, mWtiply the metnc K-Facror shawn by 10.0. The MicrofasC° ModH F-t Atljustable Escutcheon is consbared a suAace-mounted escutcheon because it does nol allow the tusible ele- menl ot 1he sprinkler ro be recessetl behind the face of ;ne wall or ceiling. Table 2 Sprinkler 51 d May 27, 1999 NIKINGMicrofast°MODEL M ~ QUICK RESPONSE SPRINKLER z -i/s' (54mm) zi6 Microfasto Model ! Pendenf Sprinkler installed wilh 1/8" (3, Escutcheon 1 -3/a' (44,45mm) _J- 1 mm) 1 ' ~~I~\ ~ 2-8" I 1-3/8"(31,9mm) (54mm) Minimum Maximum ~ ~ • Microfast'il! Model M Pendenf Sprinkler Installed wlth Model F-1 Adjustable Escutcheon 2_ 1 /8.. (54mm) ~ T1 u_ 1 -3/4" (44,Smm) Maxlmum i 1"(25,tmm) Minimum 1 Micro(asfo Model M Pendent Sprinkler Insfalled with Model E-1 Recessed Escutcheon systom descnption and/or valve in- slructions. Pnor to removmg the sys- tem Irom service, notily all Aulhar- ities Having Jurisdiction. Consider- ation should be given to employmenl ol a lire palrol in the affected area. 1. Fiemove the system hom service, droin all water, and relieve all pressure on Ihe piping. 2. Using the special sprinkler wrench, remove the old sprinkler and install the new uniL Caro must be taken ia ensure Ihat the replacomenl spnnkler is the proper model and style, with the appropnate ontice srze. tempera• ture rating, and response charx. teristics. A fully stocked spare spnnkler cabinet should be pro- vided lor lhis purpase. J. Placo the system back in sernce and secure all ~alves. Checs and repatr all leaks. E. Spnnkler systems that have been subjected to a tire must be reiumed to service as soon as possibie. The enfire system must be inspec:ed for damage and repaired C17'rreplaced as necessary. Spnnklers tliat have 7een exposed lo corcosrvd'produccs of combustion or Ah amojent temperetures, but have not operated, should be replaced. Refer!ofhe Authority Having Jurisdicticn 'or minimum replacement requirerents. Replaces sprinkler page 51 a-d, dated June 18, 1998 Form No. F 08CA88 (revised pip-cap materials). Aft a I 11 F-,' M d . I ON =Fi , I F a- eac Eu]1 Line Sch. 40 Replacement hn:iJlu'I;ul ~dl~ r. ilir lil~ ~\P.1 l:1111 1. 1'1'-r1t. I11 ~.illi .ii~n•ri~~r lit~lr;uilir.:inil _rI;i1rr I:iliu I n~~,-~,i.i,~,~,i.~.~ i •~irnil.L u~~li~.ir.. I~,~~~ul •~I~. 111 ,.~II~ .in~l I~~Jr:uilir .ul~uuc~C~ ~f Ilir . Il~ul ■ rL-~...i....... I I P I..III Ili.iI IlI~. \I I I ~ U~~u~•I'hr~~.nl Inll~ Inir~l .~ml .~~IuI l.l,~I~ ui ~ . ,d.I i,~,l I.p It~..~~. ~.,~,•i I!I!i • I~li~~ ~ ~~n.i.ir~~i ~~ii.iLn ~~I -i~,~l ii.~~l i.~ I .u.uwrrl.u pr~~i~•,ir,l L• .i ~ Ir.in. ~Iur:~Llr indl ~ ~~.~luq I~~r ~.tl~~n~l~~~l .li~dl ~il~• .~u~l ~~.~,v ■ \l illi ii• nnl u_Ih .uul L,l".~r i,~„~..~„~~ Il.~.~,i.u~„• Il.~w~il~.l(IU l I. 1.1 1- 1 AlirIi.wn .1 i. ur...LL Ilir L.o-~• ~~I Ilir lir.l ,~yi~~,.~J Ilu~•.i~l. ~I`~~II)bl)IUIf'PI:II! IL CItlt• I)YV\.TfIRF,D ~ I)5N\. ''I.1I. 1..16.1' Irin~r:~ui Piri: ~zr;r•~r', I 1117 I~ I iil'i ~ I nn I nn , . I I•" I i~.',n . I~~In ~ un ~ _.I I l ' ni~' I un - Itlli........i ~'.I! I! .,I Lull. I'lu. I'll•,III. il','i I~luI..iil li.I. ilI I . .nuu. - iri~u_Ih p... th.~ IIlI! J".~ „II',~" 'Lii.iLd. n .I ili.~ ,.it L ~i. iIfH .I ■ U~i~.~~fliri~.nl i, n~~i ~I,~,i_n.i~~~~l i ■ 11..~,. ,.,JI ih„ 4~~... il~.- il~~..~,1 I! If , I nur _I I~~IIiI..,ll il~~•.~~i .~Li~~~y~~~ ~~.~~~i• ■ I ii61.,~ II~_L~~..JI il~„~.nl.~Li,~ ~~i~~.~. I~~~~.~Ilu,~:ul li.i, ni~ i6r~~.iJ v~ ...uiiin' ■ II.~~.~.I'Lr~..~~1 ~..~p~,~,..~~.1 I„~-i.~~~~1.,~.i II .in_i. r .~i. ~ ur_' L~I i.~,l.~.~~.~rtln~u.i6r.,..i~ Im:i„n~...iiul ■ ILn.i- m.uiA tuiro ..ilr~l li~•~il~..ill ilir~•.nLiLi~~ I n1n• 1irlnLirt•. '5'5 N27,11A A.~ 101 °.3rcacwav Prcen'. aL 35cC9 '(ckcma. 1 N 46£0 i I nn ! I:; : :I I_ ' I.nu , _I Inl' ~ ■ I)rn.i~l'In'~~~.nl i, iii~~r~.~.i~Ld..~„~.~i~~~l Ili.n~ Iichlw:~ll ihn~~.ul.iLlr ,.hi.r.. •.n. I11 I. .~i.•nlir.l. o~~,~,~n~~„~„i ~~~,~~~„r~<<~~~,..; .\~T\i \ 1.1.7.I:r.ul,• f~vnu•-Thr~•ml .ir~• r:~o~~l .it .;q~l pn..... n• L, ~Lc. Uua iuw~s l~u~o .~LL• I~~r.ill ri~ll...~.~~~~,..~l..ui~l ~~Luu . I-iiiin_. i~.... i i.......~............._~.. ~ i.... . ~ m ...e......,...........~.i . ~M- . It....... r.a~ n r. ~ .~.._.~~..w ~ .~..~.......i...~........~...~...........~L«.~ .:..stcmer SeI _47 %1~ 'dCO-dT7.88'.7 c02-272-66C6 =A:<a02-<69•1:'<3 pME3tlGNTU8E371PC" . Working Pressure y 300 psl V; + . . i~ApProv3ls.``°:" "d*!!5FM,UL;~ULC "~i,.~r~~•at~i' 1 Wrench Standard Pipe Wrench Installatlon Apply Teflon tape or high quality Teflon pipe Jolnt compound . on the pipe threads and tighten three and one-half to tour tums bey0nd hand tlght. ' • • , J'1. Note +r • ' . _ e . H"'~.. Paddico Ductile Iron Threadad Fttings provide more sVengthand corroslon resistant than cast iron fittings. Paddico ductlle Iron fittings aze more durable due to the extra precious elements added during the process of casting. This provldes an advantage over cast Iron as the flttings are not as susceptible to leaks or cracking. Paddico ductlle iron fittings are Iighter than cast Iron, making them easier to handle and Install. ~ l~ ti! L N I ~ATTENTION ttii,'` t~~n~ci, +,r~'°fi,: , r y~'~ • ~l ,y;:; Installers who have~not used ductlle fron ' flttings before should be cautioned that the flttings have a higher tensile strength than steel ' pipe. Therefore, over tightening the fitting may damage the pipe thread and cause leaks. There should be about one half a turn difference , between cast iron (depends on the thread of cast . --~-iron fittings) and ductile iron flttings. Apply Teflon tape - or high quality pipe Joint compound on the pipe thread and tighten three and one-half turns beyond hand tight.No more than four turnsl ['autlon for automatic make-on_machine users: Exercise special caution in setting the machine to the proper parameters prior to tightening fittings onto the male pipe threads. Distributed By : 44~ •k t ~ r . . . ~ ~t . , ~ i . k .G:: rdd S~! ! . 1 ~ y N G.~ ~ Y 1 ► 1~ ~ V ' .'~ai . ' 1.. M { v,•!4 ~i .:K .g ~r M + ' : v r ! ,z .u PPP.' - . r4^ I S i ' ( • µ't `v , ~ \Vy~ • ~ . victaulic An Iw 1001 cenil1M1 r.omDdny Ansmmn~ PRODUCT DESCRIPTION rh„ n:;~,, ~1zs :~n.~,~ L~ ~ • ,nll.litC III~P/1111`.1 J i:~111'n,• .tu•ni.~r.~~thn~l ~il incun•,nr.ii- .Ili ~ , if1~ ~ I ~ ( 1!) . .!0 Ifl, I ..".i tiuni .,iilli •C; :nr li:",.,;,/ ~:~~It I111~1 tl~•1(. :l~lfll~:i. ;.uu~i•, .li.un~l .util.ii.:l~~~ ~ ( iu L) VULC) .i', . 'ii.'., ~ J . . 1..~.1 II11:11 •.1 II OIMENSIONS . . . -.DUCTS 11,041 Style 925 Snap-Let"' Outlet ips v .i - ! - un rJL in<! P"( :\pl;rnvect !nr 'arm~nvcr' ,'nntir;umc.r,r.s..is woll.i:c inr ur:im:r.:7 ;:nnI ! cuun, „n :wo c.in, l~lri oyscr.mr.; ~p~^...i . ~~rl -c.d•Illld'; IJ1, I 1 ~I. ..i~ I Il; li~ ~.ll C.--l ~ ~uU !C :t r.'i; • t '.n 1757ISi ~ t "-'n ~<P,) nm: :CO ?5i _:^5'KP:i) Sr•li~iIt..i~ ?.ir.iI, ,i~l.~. ~u:~•~::.iloi ;u;:..~. ..1tyh~ ~li`~~. . ~IiI.i1i . 1 • NOminol $120 ~ Hob t' Olmonsian! . APProx I Inenol Olametor Inetla]/mei..nt.e.r. I Wgl. arencn in, ~ Eacn S I i I V I X i v 2 I Lba..'+n I, :)7 ::o oc I u en i , < ~ , < . r. < < . . , ,9 . . . . < ~ lli~.,~..i L . '...~I~ii..~ . , 1.... , i. . 1 ~•.lil': . li .~„1... . ..I . . .:rCC..~. . ~ . .~i'..1 ' i r~ . . . + i...: • ..•.1'i 7iC;]WiC CJmCdny CI.imCnCd •?Q. 90x JI. USICn. ?A IE044-C031 • J9QI'4e5S~FIS'i~de RO.. E12ICn. ?i :3040 • 010/554-33C0 •Fa% i10lZSO-d81,- • r.rw nCfau1,C.CCm '91 • uy,o+a fIaw- u. v.~:wee C.r~v.vw W aw.«<~ ~:n, !9I vciawe C,:Raanr a ~,.erca -"w ^ u 5♦ PERFORMANCE Nominal Slie ~ EQWVIIonI Plpe in<n~a ~ . fe~~ n • ' • < ~ ~ , . ~ < i i , : A I I . . . f ' MATERIAL SPECIFICATIONS ~ l I. k i~ i.. ~ ~ . :V.~. i . i . $[[Op: 'I~q .ibrl ~il ~nllLnit , I" CiPil.\ ~-I Guekot' -1 Cradn °G" EPDM , I i, ,i ~ I.. ~.in.~r ...:n' ~ . ...Ilc . . , . . i i~,~.~. . ..ir. . l >.Ib.i IU~ U~''~II I'~. f~Rl )LL.I l ll J Gr:idu "C" SillCOnu i~ro, ill. ..i..I..~iJ I'..ni i iillll'.1~ . , I '~:I~' '•I ~ ~ d(Y':Y':ll!If1'i . ~i n. , e.b ~ m. .rrl !l II nwl l :i i.: I'.II.LL .I fQ VC .i f'/IC~ rf vl II ;1'.I11 N p~5kf`f.i • ~n,c n• ~nnmI:ntl, .d 3QICr. .,h~in.~l.il~~v:rvalv•in:uli•l~~ I.ii~-,t ,.~i , r... ~ ~ ~nnin'.~,ro~..an~n.: i.:~~•~i ...i.n,i.~, .i~i~:, . .':II ~ i. . ..I 'ii".ill.~......I..~1 F(nx W.uhut fluad $c:owt t. ! L~. n' . . I✓.rn . : _.,.C . - l . . ......r ~ . . . I. ~ .r..c,.- v.r . _ . . . . . . ~ . ~ny ~~Mn.,c .111, -.1, . cv:c-s t I . . . U. . v . . . . . ~ . - ~ v. . -.1~.1 ~ , -j, 1101•2 mndcl #I 13 Flcavy Dury Swivcl - nup f(:tn{;cr (N fP:\ Rnd Sitcs) Vlll .l. ~y ~ ~L C ~L L 517.1•: ItA.vCF.: L7•• ihm V" pipc ~.i,c. 11.\ fE111,\1.: I`rc~G:dvamicd ~.uhun .icel wuh t : me :keiropl.n< ~n.en mrt ,\PPItUV,\IS: I~.icnirv ~Iuni.i111~111 I.ISI'INf:S: I;I. h.icd iu I; 1.md 1'.w.iiL.m ~.mCIV .i.uel.~nl. CUNF0I4S1.1 \VI'1'll: P.dcrd 5pceili~:~tiun W1~.11.171 i frpc Illi. M.uwf.mmrcre ~i.uW.~nlv.uwn 1~i<icly .\NSI/\11.1-~I'.:!1 i f•.pc Ini. 1111311 in.icurtd.incc wnh \.V\I/\U.\.1P.1.~/ ll•.Rit,'1('F'.: Piile.iyqn. n in.nuile<ibKd iu m<nuniiuuni i. .,l .iic~ ~'ennuleJ hy VI P.\ I~~r ilrl Iinnklcr pqpm4 11111)M'.RIVI:. ~pculv ~upe ..re. ~uu"lel nwiil.cf ui.l u.uue I'Ipe I I 1-I. I II? I \IIU I I\I.~. neiun. •1~~ ~ ~ Lud II~~. L.• I.I.v-' I.bN" 61.• I 1~1" ~n~l 6.f' I.I.Ii~' I~lin• I,Y.• Itilb" Ilill I.I~In' I.li:• t.V' I(rlr~' pm ~.I.:.• 1.~VIL' ~.~ll~M1~ IrM° IIIII IJ:" : L.I" I,V'• I.I,I~~' Inn 1" r~.L_.• 1.<i%" I,V'. I,A9'• I.L:' ;.I~In' I.IVIr!' I~Y" 1'• 1.7:9" .vt ' 6 ~ i'• V I Vlo' . 1 IIIL'• I~ I.I. I" Il l~(• III1111 ~i' I I.Illn' n.u/IM1'• I~_.• ~ .Il.l" I.1/IO" I~IIIII `I" I:~i!%" 7.IlN" Ir" ` I~ILI" 1.1/le" IIIIIII m ot,ei # 13 0 Scrvicc Wci{;ht Swivel Rin., fl:ingcr (NPP:\ Rn(i 5itcs) ~ UIlI I .1 L - i~ 51Y.1? IL\NI:IC: 1,_.•Ilim x" pipc.vcs M,\I'F:111A1.: e.vhun .ICCI ~viih nnc dcclr~~pl.ilc uncrt .ml. ,\I'I'11OV.\I.: fjewry`Iuw.iIlP~Ni) 1.151'I VI:: UL Ii.icJ w 11 S. ind ('.wadi.m :uctv .6md.vJ. (.(IiYF'pHSlS \VITII: I:Wkr:il5p¢[iliC:lliun MolV-II-ITI 1 fvrv lin. >IdnuLicturcrc Sl.mdardv'.uwn Suucty .\,Vtiil\Iti.ti.~l'~>N ~ f.pc lui, ni,l m eccurd:mec wuh \VSI!\IS,I-.li'-MI. SF:1dll1i,'ICF.: I'ipc.uppurtin.inul.iciurcdwn.c, nuuinumn~d.i:c.~ ~ permmeJhvVFI`.\lirt!ve.rnnklcr~npm¢. 1)I1Uf:RI.14f;. Spccilvp,pc.iic.inuddiuunhcf.mJv.unc n' 11I1e \4i. retnm II C1. I H\ I ~Iltl I I . \ ate . LnA IA.. vr }.v~o' ~.i,_.. i,v.. ~5;~ir• ynn I.Lr. 1 U_. ~c;lo" in0 I.Ir]~ I 3•I5 /In' 1~1511n' t~Y.. 1 300 1-I/" :.I/1" lig' I" I-119" lUU S.l!%' 1•118" t]a j' h.V/Ib" J: 1/1' <•< )-II 7' 1-ISflh" l18' I" IJ/1" 513 1' 7.111 le' 4.j/l0" U/" o l 0 o 5' 3.518' II_' I 1~1;1' 1.7ly ' I UU U b' S•I/Ih' I/:' ].7/16' IWO I/J' 64/A' Ir:' 1000 \I • u - 4• MICHIGAN NANGER CO.. INC. ~ TO~C~ INCOA/OA't~O CO~OwA CA • IOdI ry/.yft 1/ F1G. 2 ADJUSTABLE RING HANGER FlG. 3 NFPA ADJUSTABLE RING HANGER WITN REDUCED ROD SIZE Site Ranpe - l,^_ ihru o inch pipr. %,lureriul - C.arhun 5wel. ~Mil. Cialvamzed tq GiQ iP~C:I:CdtlUn. Function • Fnr ]enerjl ;)ipinq purpnsrs Knur!ed nu: !viujn permv5 hanqur ~~luot:n~:nt alb:r ?envun ~w ,wn.rl cut h,ilj; i `7r.!Ow imt,tllenqn 'jww~:l r.~c ,~~,dy n~muv.-d. :lpprnuuls • IJnderwnt,:r;' Lahnritont.~Il;ted and r.ic'qry `Autual Eriqin¢enny .ipprnvo.d. (;;ln(orm, ;u F,:dural Snec Iicanon %VW H I; lE, ryp~. IU, ane ~lan~i~e::n~r c Si3ndardiaiiun Soc.r.,i SP n`), ~vr•~~ tU ~~40.[imum r,:mpvru(un: • n3Q'F Finish .Nhl. Galvani:ed dnd 5iair.lesi S(.,el Order 31) . Fiqurf- numaar and pipe ;it,:. . ~ ~ PII'~ IIOU ,i[° SiCE ~ n ~ 3.~9 l; 9 ^ 5.9 ' 3,9 I 3/3 7 Jr9 ' 5/3 ' li8 l:12 3/3 3-7i9 2•7i9 l z.t 2 t?• 5•3i4 a.tia 1-5i8 ll.kr StqCi, itEC. ~IL: IOAU I. loa~ c I 1~6 .a~e,,~l ~9a:Y1~l~_:. I6aa .e l ~ 14aa s l 3/ l6 31 ' 40 S 5!8" 9 6-1/8 u uwd Mn NFPA red rsun is rt~~~~~a ••1(" iwl i~ urd ~Mn NFPA rad ~inn~ i~ npY~~Nd aou ~ 400 niz aoo rrxn n FIG l ♦FP ~ - ~ 7 : ;._..1 9 k ti-•~""'..'i9 1 . ?1 . TdLCO ~.Co..a..,,o COMM., CA -IYWI IjI-yW Q ~ FIG. 99 ALL THREAD ROD CUT TO LENGTH Site Rangr • 3i9 thru 7i3 ~nci rod m L Inch inerements. Alaterial • Grbun Sizel Ma.rimum 7rmperaturc - ;50°c Finieh Plxn, E!ee:rn Galvamted, anul Siainlrss ~(¢el OrJ.ar Uv F,-Iur,! aumo,r. rnd (:wmr.n:r, mu I„!lijtll. .111L Jflcifl MnX NEC L~),~o ul, aUf) FiL1 ~tH. iCE fF.Mr~ il[F. ~SO'V •SpF - 1iy n,0 ;;q 11 1 !30 IU;U SiA tdttl ~011) J/•t l0 _'t:U 7/e 37-0 3 2 h,) . ~ FIG.I00 ALL THREAD ROD FULL LENGTHS Sicc Runye • li l;hru l lr': mch rod m lU' ~ength;. ~Yutenal • Carbon Steel MAX neC Lu..o LaS +vvaos Na.cimum Temoerature - 750"F 1400 FON SEF~iCE rEmv) wEiGHf SitE asa•F -SmF vEtv 100 F- Finish • P!ain. E!ec;ro Galvani-ed. and Seainless 240 2:5 3~, 12 Siael. - _ . Ji9 610 3a0 ~ Order 8v Fyure numc~r. rr,d ;iam.eter. and MtVf7=0ff10~51 ~ !ir.isn 519 l9 i0 1610 ~J-- : - 3 4=.2710-„2d20~' 123 ; _ _ 7i9 37~0 3165 lw^-~--_. l lr1 9CC0 7140 J6J. ~,I~1%Z'iZ16.i0 ' 1Q370 -~i0 ► 9 t • EXIST. 6" MAIN TO RISER Y Y N r .w'*. N ~ x X ~ A 21_d ~ I"".." ~ C.. ~ p4 ~ r }r ~ M ~y~► ♦ am h~ l H ~ V e 7 a r ~ _ M 1 2 i = ~ r i V e i w i ♦ 1 ~ r .~t► C."'"' ~ -I C } r i~!1; ` :1`~€ J x It a ~y ._._Y- i v , v st i ♦ F.-N 1 1 , 1 i i i • i i w~1 t e i i i i i i + ~ i ~ i i i ~ ~ e i i i f i • i i i i ~ i i 1 V ~ ~ ill ~1t ~ ~ 1 11 ' ~ 11 ~ II ` f ;i r. I; ~ ;I I :i/xi: :ixi ~ ~ ,IJt•1 I •,~t. / ~ I~ t 1 , 1 1 1 1 1 , L.W. • . , . , 1 . ♦ s s t c k : I~ _ I , \ •1 ♦ I 1 1 1 ♦ it ~ :i I 1 1 ♦ ♦ 1 /LJI .......E V . .~..r..,t.. . 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Phone : 254-9007 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility f ' nce with the Wheat Ridge Building Code (U.B.C.) and all other applicable WFjeet'Igid rdinan , for work under this permit. (OWNER)(CONTRACTOR) SIGNED v DATE~✓d' vl Description : TENANT FINISH Construction Value : $60,000.00 Permit Fee : $713.75 Plan Review Fee : $463.94 Use Tax : $900.00 Total: $2,077.69 Use: mm BUILDING DEPARTMENT USE ONLY I. ,ffi.15eb~ SIC : Sq. Ft. : ~ ~.9,,. Approval: Zoning : PF"PRORMOR,~ OK 5117/01 Approval: DM ri; Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 19460 Company :Jeff Craft Electric, Inc. Expiration Date : 2/28/1999 Approval: Plumbing License No :19026 Company :Aquarius Plumbing Expiration Date : 7127/2000 Approval: Mechanical License No : 18385 Company : Bill's Heating & Air Conditioning Expiration Date: 3/31/1999 Approval: (7) This permit was issued in accordance with the provisions set torth in yopur application and is subject to the laws oFthe State of Coloredo antl to the Zoning Regulations antl Building Code of VJheat Ridge, Coloredo or any other applicable ortlinances of the City(2) This permit shall expire if (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspendetl or abandoned 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, pmvitletl no chan9es have been or will be made in lhe original plans and specifcations and any suspension or abantlonment has not exceetled one (1) year. If changes are made or if suspension or abandonmenf exceetls one (7) year, full fees shall be paitl For a new pertnit. (4) No work of any manner shall be tlone that will change the natural Flow of water causing a tlrainage problem. (5) Contrector shall notiy the Building Inspector hventy-four (24) hours in atlvance for all inspections antl sha0 receive written approval on inspection card before pmceediing with successive phases ot the ob. (e) The issuare f a permit or the approval o~drawings and specifcations shall not be wnstruetl to be a permit for, nor an appmval of, any violation of the pmvisions of the bliiMnabodeso[ 24other ordinance, law, rule or regulation. Chief Building DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Propertj Owner : Propert/ Address : -f yd'(; (-^r, /C S( . Contractcr Licans2 No. :0 / Cj q Company ~Q ( 0 n5-~t, c6 6~ \ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANCING AND AGREeNIENT I ner=by certiy ;hat !ha sztCack distances procoszC by ;his cemit acplication ;re accurat=, and ao not violate applicable ordtnances, ruies or reguiations or the Qty cr'P/6eat .41dge cr covenants, easements or restrictions of ;ecord: that all measurements shcwn, antl ailegations maCa aro accurate: that I have read ar.d agree !o abiCe by all conCi[ions ocn =C en ;his =Fpiicalion, and I assume rull :asFonsioility torcompilance Nith .he'Nheal R!age 9uilding Cede (U.B.C.) antl all other applicahle Wheat Ridge orCinances, for work unCer this permit. (OWNER)(CONTRACTOR) SiGNED pA TIi: Description E1 1. mt__tfi_____'e~ Approval : Zoning : Approval : ~(N S11 i /U if Mj- ~ Approval : Occupancy : !Nalis Electrical License No : l'(4 (C0 Company : jx-G4'Crcc(-l C:ler.h ica-(' _ clraUCn Date : Approval : .L? uP, BUILDING C ~ i Building Permit Number : 12~ ~ I' Raor: Siores Plumbing License No : 19 b 2(r Company: A~~~nv~us ~~iuli Expiration Datz : Approval: Sxp - t ~ISS~G~af~s Phcne. Phcne: ConsVUC;ion Value c_fmit ` e ?~Zc= ! ISZ Total : Date : ~OrY> ~e<'![yaa-~3y/ t~oj Ooa 7pL`-oO io`( Use Sq. Ft. : Residential Uni[s : Mechanical License No ~ g~BS Company IPs HPc=firL,, d ,4lC Expiration Date : Approval: Qyp. (1) This permit was issuee in accortlance with Ihe pmvisions set forth in ybpur apPlicaUon and is sublect to Ihe laws o( the State of Colo2tlo antl to the Zaning Regulations and 8uiltling CoCe o( bVTeat Ritl9e, Calorada or any ather applicable orCinances of the Ciry. (2) This permit shall expire if (A) tne work auNOnzea is not commenced within siaty (60) Cays !rom issue tlate cr (9) the buiiding auehonzea is suspenCed or a0antlonetl for a penotl of 120 days. (3) It this permit expires. a new permit may be acquired for a fee of one-haR tbe amaunt normally reCmretl, provided no changes nave been or wdl Ce matle in the original olans and specificazions and any suspension or abandonment has nal exceetleG one (1) year. If changes are maGe ar if suspension or aCanOonment exceeds one (t) year, lull fees shall be paitl for a new permit. (4) No work ot any manner shall be Eone that will change ihe natural flow of warer wusing a arainage problem. (5) ConVactor shall no0fy tlie Buiitling Inspec;or twenry-lour (24) hours in aavance !or ail inspections antl snall receive wntten aoproval on inspec:ion cartl before pmceeCiing with successive phases of the;o0. (6) The issuan o a pertnit o e appmval ol dawinqs and spe<iFCations shall not he construed to be a pertnit for, nor an a o( Ihe pproval o(, any violation af the pmvisions 9 ther ortlinance, law, rule or regulation. Chief Bwlding ins ctor Reck and Associates Architecture, Planning, Interior Design 9605 W. 491h Avenue Suite 300 Wheat Ridge, Colorado 80033 (303) 431-8600 Fax (303) 422-6341 Dazin Morgan Building Department Ciry of Wheat Ridge, Coloiado 7500 West 29'b Ave WheatRidgq Colorado 80033 Dear Daziq I am nplying w your i Item 4 Sptinkler K71I IlE SU Item 6 The resuc each toilei will make lavaWries Item 10 The rnde c lines.lLe : cnrrect. *q& Re: Royal crest Promotions 4980 Oak Sheet l,:.)~&rJ` 0l, ~ May 14, 2001 m TLey vas added W Ulled which L Yacisting uth ProPenY increasc is Item 12 The stordgi s 1 person per 300 sqi __...,.....y md slair are then in con_.... „ uc accupant load 'u less than tea.. Item 13 Exit lights presently exisc over the two exit doors. TLese are not shown because they are not new work. We believe that strobe lights are nat required for a warehouse of tbis siu. *A ww Item 14 The conhactois are: Cenerel CoNracWr NBQ ConsWCtion 2090 E. 104t° Avenue Thornton CO 80233 303-254-9007 Mecbanical Bill's Heating and Air Conditioning 6530 Leyden commerce aTy co 80022 303-287-1830 Plumbing Aquariue Plumbing P.O. Box 33762 Northgleon CO 80233 303-069-6019 Eleclrical Jeff CiaR Electrical 4525 E. 122vd Avenue Thomton CO 80241 303-252-7836 We Sank you for your assistance on Uris project - - ~ ~Tom r-~ x <8r ~ ~Yl ~ ~w C- u.+ tf? cg ~ a , ; m h- h i .q:. Heck and Associates Architecture, Planning, Interior Design 9605 W. 491h Avenue Suite 300 Wheat Ridge, Colorado 80033 (303) 4318600 Fax (303)422-6341 ~A May 7, 2001 Darin Morgan Building Department Wheat Ridge, Colorado 7500 West 29" Ave WheatRidge, Coloradn 80034 Re: 4980 Oak Street Royal Crest Promotioas Tenaut Improvement Dear Mr. Morgan, We request tlat the live load requiremeot for the etorage area mroanine be set az the light load requirement of 125 psf. This company warehouses toys. The products are brougLt into the wazehouse on 4' x 4' pallets stacked approximately 4 feet high 1he mezaanine is designed with a fixed railing azound ihe perimeter with one sectioq which is mmovable to allow lifting material on to the deck with a forkliR The palletized rartons would then have to be manually placed azound the deck. Stacking above a 4-foot height wau(d be diH`iculk T6e material W be stored on the mez7anine will be the lighter matecial warehoused in the facility because of the necessity of manual placement We do not azuicipate that the material will exceed 10 pounds per cubic foot 1Lis would allow stacking higher than the ceiling height of ihe deck and bigher tLan possible with uanual stacking. As a limitation to loading of this deck, the Owner will paint a line 5 fcet above the deck on the adjacent wall. Signs will be posted which state that storage above tbis line is not pecmitted. Signs listing the load limitation ot 125 psf will be posted on each side of the gate and az the top of the stair. We believe tLat the 125-psf lirro load limitation will be adequate to support the amicipated material to be stored. Visually restricting the storage height as well as posting the weight limitation will provi,ie adequate notification as to ihe limitations of the deck both for workers and management If yw have furlher questions, Plcase call me. Sincerely ~Tom Reck C t? r ^ MNI ~ TH0MAS E. nEC": v ~i B - 5 ~ City Of wF,ekat Ridge F::ax T ra n s rnitta, 7500 West 29'h Avenue • Wheat Ridge, Colorado 80215 Planning: Phone # (303) 235-2846 Building: Phone # (303) 235-2855 Engineering: Phone # (303) 235-2861 Fax Phone # (303) 235-2857 DATE < ar Name: 76192 4Gk- Organization: Fax: 4IZ2- - 6 z' Y/ Phone: From: Division: Planning ❑ Building Engineering ❑ Subject: ~f G l1r.Ll~- # of Pages: (Including cover paae) ~ Comments: Original to follow in the mail ❑ Yes fiqo May 14, 2001 Reck and Associates C/o Tom Reck Fax 303-422-6341 RE: 4980 Oak Street Dear Tom, I called and left a message last week regarding the above address and code conection items that were not addressed in your re-submittal. Items #4, 6, 10 and 12 - 14 were not addressed and corrected on the re-submittals. Also the permit application was not part of the re-submittal. If you have questions or comments please contact me at 303-235-2853. Sincer y, rgan Darin 11 CI'I'Y OF WY-EA'I' RIDGE BUILDING DIVISION Code Correction List May 1, 2001 Owner: Oak Street Associates Builder: General Contractor required for project Address: 4980 Oak Street Description: Addition of 1245 sq ft office area and mezzanine ~ 1/Scale is incorrect at stair detail and cross section. 2.✓Guardrail spacing at rails is incorrect, no more than a 12 inch spacing is permitted. 3:1/ Submit engineering calculations showing second floor has been design to meet 250 psf storage load requirements. 4O. Submit a copy of proposed plan and sprinkler alteration plan to Arvada Fire District for review and approval. 5:~Provide clarification regarding what type of work is performed in existing warehouse area, please be very specific. ~ Existing restroom facilities must be made handicap accessible along with providing one additional water closet in each restroom. Provide a detail. 7:('Submit foundation information for warehouse side bearing wall. 8/Provide ceiling height information above mezzanine. 9. The second floor mezzanine will require two exists due to an occupant load of more than ten. 10)Correct code data information since the closets property line is 22 feet the allowable crease should be 600 sq ft or 2'x 2.5%. 11. Label all counter accessible outlets as GFCI protected. aStairway treads cannot be less than 11 inches when serving an occupant load of more than ten. Provide exit signage and horn/strobe location information on plan. 14 List all sub-contractors proposed for project, all work must be done by licensed contractors. Please make these additions or corrections to the submittal and reFkubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Morgan Codes Administrator HP OfficeJet Personal Printer/Faac/Copier Fax Log Report for DEVREVFAX 303 235 2857 May-14-01 12:16 PM Identification Resu t Pa¢es Tvce Date 'me uratio Diagnostic 93034226341 OK 03 Sent May-14 12:15P 00:01:06 002586030022 ].40 Reck and Associates Architecture, Planning, Interior Design 9605 W. 49Ih Avenue Suite 300 Wheat Ridge, Colorado 80033 (303) 431-8600 Fax (303) 422-6341 *q& May 7, 2001 Datia Morpn Euildin8 Depactment WheatRidge, Coloiado 7500 West 29°i Ave WheatRidgqColorado 80034 Re: 4980 Oak Stred Rayal Crest Promotions Teoant Improcnement Deaz Mr. Morgan, We request 16at the live load tequirememt for the ctocage azea mcaanine beed at the light load iequirement of 125 psc 1Lis companr wanebouses toys. rne paoa,uts ace bmaght ioto the waret,ouse on a1 x a' ralleffi stadwd approximately 4 fcet high ZLe mevanine is daigued with a furod raling around the petimeter with one sxtion, wLich is mmavable to allow li8ing matecial on to the deck with a foridi$.1Le palletized cazwns wrould then Lave W be manually plaad around the deck. Staddng ebove a 4-foot Leight would be difficult 1Le mate.cial W be stored on the mevani~ will be the lighter matecial vrareLousod in tLe Fecility bxause of the nettssity of manual placemeot We do not aNicipau that the mate[ial will exceod 10 Pounds Pa cubic foot TLis would allow Mcbn8 higt= tLan the ceiliaB hei8ht of the deck and Ligha than possible with manual stacldng. As a limitatioa w loading of Uvs deck, the Owna will paint a line S fea above the dxk on the adjaceot wall. Signs will be posted which state that stora8e above this line is not Pacmitted. Signs listin8 the load limitatioa of 125 psf will be posted on each side ad'the gate and at the wp af the stair. We believe tYW the 125-Psf live load Gmitation will be adequate to suppon the amicipated mataial to be stored. V'isually restricting the storage height as well as posting tLe weight limitation will provide adequatc notification as to the limitations of the deck both far wozloecs and managemenk If you have fuNher quctions. Please call me. Siacerely. Vomedc THOMAS E. RECK B-553 A s Structural Calculations May 5, 2001 Royal Crest Promotions 4980 Oak Street Wheat Ridge CO 80033 ~ Reck & Associates 9605 West 49# Avenue Wheat Ridge C080033 ~ ?HOMASa-553 At~C: 4qB0 c*K. ssr - , v87 t3o* gFD" u `3-rU~S '35~ - SW -18aa Anr.tA-L WaD /3TU0 ~ ~ sUaS__~" q' ~ 151no . lg ~ n~arinn w: AP .19. MIM/fM`II' A DIVISIOM OF WAPE INDYSTRIES. ING. APPLICATION: For selection of floor and roof joists subjected to uniform live and dead loads. USE: The TOTAL LOAD values denote the total sate uniformly distributed load carrying capacity of the section expressed in pounds per square foot (PSF).which will not generate deflections in excess oi 1/240 of the span length. The LIVE LOAD values denote the live load in pounds per square foot (PSF) which will produce a deflection ot 1/360 of the span. To determine live load detlection limits of U480, multiply the LIVE LOAD values shown by a factor ot 0.75. To determine live load deilection limits of U240, multiply the LIVE LOAD values shown by a factor of 1.5. In this case, ensure that the adjusted value does not exceed the TOTAL LOAD capacity of the joist. The use of these tables are limited to simply supported conditions instailed to a maximum slope of 1/2' per foot. • . . 98 89 44 166 125 83 111 83 55 201 151 101 136 101 67 7 273 205 136 1ffi 136 91 761 720 80 161 120 80 300 225 150 248 186 124 370 277 185 306 229 153 504 378 252 416 312 208 241 181 121 241 181 721 453 339 226 453 339 226 8SW14 560 420 280 550 420 280 8SW12 767 575 384 767 575 384 4J18 78 58 39 62 47 31 4,116 117 88 58 78 58 39 4,114 141 106 71 94 71 47 4,112 192 144 96 128 96 64 6SW18 127 95 63 127 95 63 9 6SW16 237 178 119 174 731 87 FT 69014 292 219 146 215 161 107 6SW12 398 299 799 292 219 746 8SW78 191 143 95 191 143 95 8SW76 358 - 268 179 349 262 175 8SW14 442 332 221 432 324 216 8SW12 606 455 303 592 444 296 6SW18 103 77 51 103 77 51 6SW16 190 143 95 127 95 63 6SW14 235 176 117 156 117 78 6SW12 320 240 160 273 160 107 8SW18 155 716 77 155 716 77 'O 8SW16 290 277 145 254 191 127 F'1' 8SW14 358 269 179 315 236 157 85W12 491 368 245 431 323 216 10SW78 157 118 78 157 118 78 10SW16 352 234 156 312 234 156 10SW14 498 374 249 498 374 249 105W12 686 515 343 686 515 343 6 W18 6 42 77 58 39 6SW16 143 707 72 95 72 48 65W14 176 132 88 718 88 59 11 6Swt2 240 tao 120 iso 120 eo FT 11118 7 87 65 44 6.116 164 723 82 110 82 55 6J14 199 750 100 133 100 66 6,112 273 205 136 182 136 91 26 NOTES: 1. Applications involving multiple sp; concentrated loads, impact loading investigated separately. 2. Web crippling should be investigated ir AISI Section C3.4. Web stiffeners are re support and concentrated load location: 33 for web crippling capacities. 3. Joists shall be restrained against rota Joists shall be attached to track compoi by the installation of continuous solid bla 4. Minimum end bearing shali be 1-1/2`. 5. Deflections and stresses were calculatec the composite contribution of facing matc 6. The compression Flange of the section sh the attachment of continuous diaphragm decking. Additionally, mechanical bridgin, at intervals not to exceed 7'-0'on cente 25 for bridging methods. The installatioi be completed before loadin9 the floor/roo 7. Calculations were based on the use structural properties shown on pages 7 ar 8. Contact Marino\Ware for uniform lo framing components not shown in these t 9. Load values for 16 gage products ari with Fy (min) = 50 KSI. BSW78 128 96 64 12t BSW76 239 180 120 191 7 BSW74 296 222 148 23f BSW12 406 304 203 32, 914J18 146 711 74 14! 974J16 279 209 139 27! 914J14 392 294 196 3P 91E,112 561 421 280 Sti ioswie 142 107 n ia: 10SW16 283 212 142 2K 10SW14 412 309 206 411 lOSW12 567 425 284 561 . 6SW18 71 54 36 61 6SW16 170 83 55 ' ' 6SW14 136 102 68 9 6SW72 185 739 92 12 6J18 76 57 38 6, 6.116 127 95 63 8' 6.114 154 715 77 10f 6,112 210 758 105 141 8SW18 107 80 54 19 ~z 8SW16 207 151 707 14. FT 8SW14 249 187 124 18S 8SW12 341 256 770 25, 914J18 124 93 62 12 914J76 234 176 717 . 2 914J74 329 247 765 974J72 471 354 236 39' 1 129 97 65 12' 10SW16 246 785 123 241 10SW14 346 260 173 311 tOSW12 477 357 238 43i 6JIB 64 48 6J16 100 75 50 61 6J14 121 91 60 8 6J12 165 124 83 111 9 13 aSwte iii izs as 1 1 FT 8SW14 212 159 106 14 8SW12 290 218 145 19i 94 70 47 9 8J76 177 133 88 13 8J14 227 171 114 16~ 9.112 326 244 763 22 , i , , ' • • • tp5 80 53 187 140 93 140 227 170 114 210 373 235 157 0 55 110 83 55 UO 105 201 151 100 N 147 221 249 187 124 ~ ~ : 305 203 343 257 171 . 85 57 113 85 57 ~117 - 16p 107 214 160 107 4 , Z~ 157 275 ~ 138 0 33g 225 ~ 1 ~rp 262 175 350 538 262 403 175 269 403 269 d2 Zg 42 32 21 ~ fip I 40 53 40 27 48 64 48 32 i7 . sJ 66 86 66 44 59 39 75 56 37 IN 70 86 93 115 70 86 46 57 ~77 118 157 118 79 81 ` 67 41 81 61 41 . 114 76 105 79 53 192 144 96 128 96 64 198 132 176 132 88 91 69 46 91 69 46 172 129 96 150 112 75 ~242 ~P1 121 182 136 91 260 173 251 188 126 y5 77 47 95 71 47 . 181 136 91 761 121 80 191 127 199 149 100 1 263 175 274 206 737 .gg 73 49 98 73 49 ~e tgq 738 92 181 136 90 qlll 271 " 203 135 220 165 110 ~ ~ 388 291 194 304 228 152 ~ 1P8p2 226 151 302 226 151 46/ 348 232 436 327 218 69 52 34 61 46 30 ~1! 113 85 57 75 57 38 ~'11 140 105 70 93 70 47 192 144 96 728 96 64 .#71 53 35 68 51 34 128 96 64 86 64 43 156 78 104 52 15 167 107 143 10 72 40 1 ~ 1WIA 150 113 75 122 91 61 :~1YII 211 758 105 148 117 74 302 226 751 204 153 102 83 62 47 83 62 41 158 118 79 737 98 65 ~ . 1 221 166 111 162 121 81 305 229 753 223 167 712 BS 64 43 85 64 43 . ~4 161 120 80 147 110 73 236 177 118 179 134 90 338 254 169 247 185 124 .~NN3 197 137 256 192 128 w4 303 ~ 202 354 266 177 ~~e / ll2 129 86 172 129 86 Z~S 207 138 275 207 138 1 5 444 333 222 389 292 9 ;A F( i n ARE arina` . W n~ ' I MJMNN I INDUSTRIES. • DIVISION OF W"E NC. ~ • ~ ~ ' ~ ~ ~ • • BJ18 ' . . 26 31 56 42 62 47 8J16 106 79 53 71 53 35 &114 129 96 64 86 64 43 8J12 177 133 88 118 88 59 914J18 70 52 I 35 70 52 35 974J16 132 99 66 700 75 50 914J14 183 137 91 122 91 61 974J12 252 189 126 168 126 84 10SW18 73 54 36 73 54 36 16 iosW16 139 104 69 708 81 54 10SW14 195 146 97 133 100 67 FT 10SW12 268 201 134 184 738 92 10.118 75 56 37 75 N 37 10.116 141 106 71 721 91 61 tOJ14 207 156 104 148 111 74 10.112 297 223 149 204 153 102 12SW14 237 173 115 211 158 106 72SW12 355 266 777 292 219 146 12J76 162 121 81 162 121 81 12J14 242 182 127 231 174 116 12J12 390 293 195 321 241 160 914J18 62 47 31 62 47 31 914J16 177 88 58 64 63 42 914J74 152 714 76 102 76 51 914J12 210 158 705 740 105 70 10SW18 64 48 32 64 48 32 105W16 123 92 61 90 67 45 10.SW14 767 125 83 ill 83 56 17 tOSW12 230 172 NS 753 715 77 10.118 66 50 33 66 50 33 FT tOJl6 125 94 63 101 76 50 10J14 184 136 92 123 92 61 IOJ12 255 791 127 170 127 85 T2$W14 205 153 102 176 132 88 12SW12 314 236 157 243 162 122 12J16 147 111 74 747 111 74 12J14 214 161 107 193 145 96 12J12 346 259 173 267 201 134 914J78 55 41 28 55 41 28 914J16 104 78 52 70 53 35 914J14 128 96 64 86 64 43 914J12 177 133 89 118 89 59 10SW78 57 43 29 57 43 29 10SW16 109 82 55 76 57 38 10SW14 141 105 70 94 70 47 105W72 194 145 97 129 97 65 18 tOJ18 59 44 30 59 44 30 10.116 172 84 i 56 85 64 43 FT 10J14 755 117 ! 78 104 78 52 10J12 215 161 107 143 107 72 12SW14 782 137 91 148 111 74 12SW12 280 210 140 205 154 102 12J16 132 99 66 132 99 66 12J14 191 143 I 96 163 122 81 12J12 308 231 154 225 169 173 14J14 218 164 109 278 164 109 14J12 390 292 195 332 249 166 10SW18 52 39 . 26 52 39 26 105W76 96 72 48 64 48 32 tOSW14 120 90 60 80 60 40 19 lOSW12 165 123 I 82 110 82 55 ~ 1Q118 53 40 27 53 40 27 10J76 100 75 50 72 54 36 1OJ14 732 99 6ffi6 RUR ~ 44 10.112 182 137 91 122 91 61 fle/ereKe Da9e 26 for Appliwlion. Use anE Notes I Mar~nn ~ p~~~s~~~ WARE IMDUfTAtES. IMe• , ~ _ Iu11P CW~~J BFT tOFT APPLICIITION: For selection of studs, braced by meChanical bfldglflg Sp2C2d fl0t 10 BKGOed 4 feet on center, which are subjected to axial load in ihe presence or absence of uniform lateral wind loads. usE: Select a stud, in terms of spacing (inches O.C.), lateral load (PSFl and height (FT) which provides an allowable axial load, in Kips per slud, equal to or greater than Me applied axial toad. Deflections due to lateral loads do not ezceetl U720 unless the following subscripted values are shown: a. Values tollowed by the subscript (6) do not exceed U600 16 b. Values followed by the subscript (3) d( C. Values tollowed by the subscript (2) di d. U240 is exceeded where load valueS NOTES: 1. Nlowable axial load values for 16 g; Fy (min) = 50 KSI. 2. The values represenl the least allov presence or absence oflateral bad. increase to the allowable axial and permitted when the wind loads are (0 PSFl, the 1-7/3 increase is not allc 3. Values assume axial loads are appliei ~N ri n ARE. , . , . na a n MI1W IlMP • OIVISION OF WARE IMDYSTRIES, INC. , APPLICATION: For selection of Flat Strap (FS) subjected to tension loads in shear wail assemblies or miscelianeous applications. STRAP (viam FS Gage) USE : Select a flat strap which provides an allowable tensile capacity equal to or p FS 18 greater than the applied tension load. 4 FS 1e NOTES: 2 FS 16 1. Pa values are shown wilh and without 1/3 increase applied to lhe 4 FS 16 Where the tensile torce is induced by wind or llowable tension slress . a y FS 14 seismic loads, the increased value may be used. ned to transier the tensile load i il b d q FS t4 . es g e 2. Slrap end connections sha : fy (min) = 33 KSI e stra d 10 a 20 6 FS i 4 p g g an 3. 76 and 14 gage strap: Fy (min) = 50 KSI Pa AREA W/1l31NC. (in') (Kip) D.0902 2.38 D.1804 476 _ f1.ll32 4.52 aox stws • naenanw stws May Be ReOUirM BonoO Steal Clip Mgbs • AElvare To Minimun Cmcrate EAga dstarice Mtl Spacvg KEY COMPONENT TC TW Gard BC Bottom Chord IW Intemal Web Cg Continuous BriCging BFC Brake Formed (losure GP Gussel Plate LgSW Load Bearing SNC Wail TRUSS FRAME - LOW PITCH 24 NOTES: 1. Size, spacing and anchorage of truss frames : design. 2. Install continuous components (avoid splkinq). Tt with unpunched webs is recommended. 3. Chords subjected to uniform loading shall sa equations of NSI Seclion C5, Combined Axial and 4. The slenderness ra[io of compression membe ezceed 200. See page 32 tor allowable azial ca compression members. Installation of intermediat the member's unbraced length thus increasing adding to the installation cosis. 5. Use 712 CR 76 qage channel if Wsses spaced 212 T 20 ga9e lrack if trusses spaced belween 2~ 6. Use flat plate or seclion of heavy gage C stud or ti 7. Align webs of bottom chord and sWd or install I header at top of wall below. Installation of a wi IocaUons may be required. 8. Reference page 35, Specification Section 3.8, Ir additional information. RGSE ANCHORAGE: BOLTED STEEL CLIP ANGLES BASE ANCHORAGE: EMBEDDED PLATE WI TRUSS FRAME - HIGH PITCH . MAws~• • OIVISION OF W- aE INDUSTRIES.INC. ~ 0' Man I ~ II I Full I~I I I~I:'~! r GSuOSWtn Li1 ~aaE Pu~e"as ~pH/~NNEL WELDED TO INDE%ED PUNCHO M~S. 5• Maa ^ z s`Ea Leg Witn e;.d PUwroi~s ~s B15CREWED 825CPEWED ROUGH INDEXED PUNCHOUTS C!me GLECLIPSWe shall be braced against ratatloa by pplied tull height to each side of the il bndging, spaced 5'-0" on center, traint ior walis under constmc6on g iull ~nns in allawable bending capacdy must be brace the studs, the products shall maintain p~. -:Jr ~~~va~~«gwaa.raa 1B BbckiN "~l FWtSVapT88 ~ /I~.C •Min2FS1BGa. • Fw Altemates ENminatin9 TuP S1rzG. See 01. D2 aM D3 I.+ . Replace Botlom SMap WiM 1- B@ 12' GMnnel Whm01eMr"+9'^ . UIiNy Mgb each RateO SheaNing Not Anachee ' MW d BbCkvg Directly To Bonan FlaNe. See Dt 3 03 O MT STRAP qND BLOCKING IOR p Blocking J Qip lvgle 6 Ea. EiW oi ll l ~rew Bbcki~g W/ (2) ~ Ea StW / Screws. Fa. Leg ~ (3) Screws To Blocking.Ea.S specmcanoos. In axial Wad bearing consWClion, studs shall be braced against rolaUon before loading. Install bridging spaced at intervals not exceed'ing 4'-0" on center. Reference page 4 tor additional in(ormation regarding indexing of stud web punchouls• The first punchoul occurs 11-0" irom Ihe mdexed end and 2'-0" on cenler thereafler. 2. 3. ALTERNATES TO ELIMINATE TOP STRAP (Oi, 02 AND D3) Blocking Bbckin9 . ~p D Fw • Sea D Por Locations Laanons • plgn Bbckug WM Metal Oeck , (a) Screws plywopp Deck FiU Md Atlach \ Tp giUking WiM (d) $cr¢ws 5~~ Flat SvaO\ Geili~g BoarE 1-1/2' CR GwnnN • (4) Sc2ws To BlocMin9 Geilin95oH'n Bebw Sc18WTOJ°int D2 SUBSTITUTEPLVWOOD D7 SUBSTITUTE METAL DECK Roolirg SWCwral Hat Secuon • Nign ME A¢acn To Bbckieg With C Ratt. (4) 5crews . M n. (2)Screws Ta Eacn RaltW D3 SUBSTITUTE ~1-112'CRG"nhN STRUCTURALNAT ~ •(a)SCrewsTo BlOCki~g SECTION . (1I Screw To RahW ' Blockinq - qont • See D For Localwtis Plenum flange of the section should be braced by the attachment of continuous diaphragm rated sheathing or decking. Additionally, 19 shall 6e inslalled at intervals not to exceed 7'-0" on center. 5tructural Calculations May 5, 2001 Royal Crest Promotions 4980 Oak Street Wheat Ridge CO 80033 rr ww Reck & Associates 9605 West 49t6 Avenue Wheat Ridge C080033 1 - - ~yw L CREST_'p1~-~J(nD~7 ~I~.-- - _ _ t5a-*/svr ~ IGNO.G - SW ~--L?na- rt:3 = t; ti:Ti N CIa SUM Co" II e~K/~"'• •p ~ ~a 1=1frz" _ I.I2S~ 1.29 T 9 I✓g`-1 G'FCPQ<'irrY n~arin A DIVIEIOX OF WANE IXUYSTPIES. INC. APPLICATION: For selection ot floor and root joists subjected to uniform live and dead loads. USE: The TOTAL LOAD values denote the total safe uniformly distributed load carrying capacity of the section expressed in pounds per square foot (PSF),which will not generate deflections in excess of 1/240 of the span length. The LIVE LOAD values denote the live load in pounds per square foot (PSF) which wiil produce a deflection of 1/360 of the span. To determine live load deflection limits ot U480, multiply the LIVE LOAD values shown by a factor of 0.75. To determine live load detiection limits ot U240, multipty the LIVE LOAD values shown by a factor of 1.5. In this case, ensure that the adjusted value does not exceed the TOTAL LOAD capacity of the joist. The use of these tables are limited to simply supported conditions installed to a maximum slope of 1/2" per foot. 0.118 98 74 49 89 66 44 4J16 7 i66 125 83 111 83 55 4J14 201 157 101 134 101 67 4J12 273 205 136 182 136 91 6SW18 161 120 80 161 120 80 6SW16 300 225 150 248 186 124 FT 6SW14 370 277 185 306 229 153 6SW12 504 378 252 416 372 208 8SW18 241 181 121 241 181 127 85W16 453 339 226 453 339 226 8SW14 560 420 280 560 420 280 8SW12 767 575 384 767 575 384 4.118 78 58 39 62 47 31 4,116 117 88 58 78 58 39 4J14 141 106 71 94 71 47 4.112 192 144 96 128 96 64 9 6SW18 127 95 63 727 95 63 6SW16 237 178 119 174 131 87 FT 6SW14 292 219 146 215 161 707 6SW12 398 299 199 292 279 146 8SW18 191 143 95 197 143 95 SSW16 358 -268 179 349 262 175 8SW14 442 332 221 432 324 216 8SW12 606 455 303 592 444 296 6SW18 103 77 51 703 77 57 6SW16 190 143 95 127 95 63 6SW14 235 176 117 156 117 78 6SW12 320 240 160 213 160 107 1 0 8SW18 155 716 77 155 176 77 8SW16 290 217 145 254 191 127 FT 8SW14 358 269 179 315 236 157 8SW12 491 368 245 431 323 216 10SW18 157 118 78 157 118 78 10SW16 372 234 156 312 234 156 10SW14 498 374 249 498 374 249 10SW12 686 515 343 666 515 343 W18 77 58 39 6SW16 143 107 72 95 72 48 6SW14 176 132 88 118 88 59 11 sswiz zao ieo 120 tso izo eo FT 6,118 0 7 45 87 65 44 6,116 764 123 82 110 82 55 6,114 199 150 100 133 700 66 6,112 273 205 136 182 736 91 26 NOTES; 1. Applications involving multiple sp: concentrated loads, impact loading investigated separately. 2. Web crippling should be investigated u AISI Section C3.4. Web stiffeners are re support and concentrated load location: 33 for web crippling capacities. 3. Joists shall be restrained against rota Joists shall be attached to track compot by the installation of continuous solid blo, 4. Minimum end bearing shall be 1-1/2". 5. Detlections and stresses were calculatee the composite contribution of facing mate 6. The compression flange of the section sh the attachment of continuous diaphragm decking. Additionally, mechanical bridgirn at intervais not to exceed 7'-0" on cente 25 tor bridging methods. The installatioi be completed before loading the floor/roc 7. Calculations were based on the use structural properties shown on pages 7 ai 8. Contact Marino\Ware for uniform lo framing components not shown in these t 9. Load vaiues for 16 gage products ar, with Fy (min) = 50 KSI. 128 96 64 121 239 180 120 19' 7 296 222 148 231 406 304 203 32i 148 171 74 147 279 209 139 27! 392 294 196 37! 4J12 561 421 280 5C 10SW18 142 107 71 14; 10SW76 283 272 142 28; 10SW74 412 309 206 41' 10SW12 567 425 284 561 6SW18 71 54 36 61 6SW16 110 83 55 6SW14 136 102 68 9 6SW12 185 139 92 12: 6,118 76 57 36 61 &176 127 95 63 8, 6J14 154 115 77 101 6J12 210 158 105 141 8SW18 107 80 54 16 12 8SW16 201 151 701 14~ ~ 8SW14 249 187 124 18; 8SW12 341 256 170 251 914J18 124 93 62 12, 914J16 234 176 177 2?- 914J14 329 247 165 23 914J12 471 354 236 39! 129 97 65 12! 10SW16 246 185 123 241 tOSW14 346 260 173 311 tOSW12 477 357 238 431 6.118 64 48 32 5: 6J16 100 75 50 64 6,114 121 91 60 8 6J12 165 124 83 111 9 13 8SW76 771 129 86 i l FT eSwia 212 ise ias 14 8SW12 290 216 145 19, 94 70 47 9 8,116 177 133 88 131 8,114 227 171 114 161 8,112 326 244 763 221 , ~ 100 ~g7 140 93 1~ 227 170 114 210 140 301 201 313 235 757 55 110 83 55 i..,, 105 201 151 100 221 147 249 187 124 305 203 343 257 771 85 57 173 85 57 tbp 107 214 160 107 236 157 275 206 138 occ tan `56 I 80 'Y7 , 79 ~M ~ 1191 91 1M 2/2 5 ^.95 ?181 ;254 fi0 , 59... ~py 177 61 7~q 144 798 69 129 1Y~ 260 71 136 191 263 ! 40 qg ~ 39 lp g6 118 41 76 96 732 46 86 121 173 47 91 127 175 53 54 88 75 93 715 157 81 105 728 176 91 150 182 251 95 761 199 274 t 96 132 69 112 136 188 71 127 149 206 64 88 46 75 91 126 47 80 100 137 gg 184 271 73 138 203 49 92 135 98 181 220 73 136 165 49 90 110 ~10 113 85 57 75 57 38 4 140 705 70 93 70 47 192 144 96 728 96 64 f 71 53 35 68 57 34 0~. 128 96 64 66 64 43 156 78 104 52 215 ~ ' 167 107 143 70 72 IU11 1 80 40 80 40 1 t? IMO 150 113 75 122 91 61 . IIN11 211 758 105 148 111 74 302 226 151 204 153 102 .1,. 83 62 41 83 62 47 b'. 158 118 79 131 98 65 221 i 166 Ni 162 721 81 9 anc nno 197 119 W0 85 64 43 BS 64 43 : ~4 161 120 80 747 110 73 ~4 236 177 718 179 134 90 338 254 169 247 185 124 4 263 197 131 256 192 128 404 303 202 354 266 177 172 129 86 172 129 86 101 1~/ 275 207 738 275 207 138 1 . 1L42 444 333 222 389 292 195 ~ I I ~ ~ J18 &116 8J14 &112 - niar~na wARE. "trrorr°nr INt. A DIVISION Oi WAPE IMDUSTRIEB. ~ . • ~ 62 47 • 31 56 42 • 28 106 79 53 77 53 35 129 96 64 86 64 43 777 133 68 718 88 59 g1qJ18 70 52 35 70 52 35 914J16 132 99 66 100 75 SO 914J14 183 137 91 122 91 61 914J12 252 189 126 168 126 BG 70SW18 73 54 36 73 54 36 16 70SW16 139 104 69 708 81 54 10SW14 195 146 97 133 100 67 FT 10SW12 268 201 134 784 138 92 1pJi8 75 56 37 75 56 37 tOJ16 141 106 71 121 97 61 10114 207 156 104 146 111 74 1OJ12 297 223 149 204 153 102 12SW14 231 173 115 211 158 106 12SW12 355 266 177 292 219 146 12J16 162 127 81 162 121 81 12J14 242 182 121 231 174 116 12J12 390 293 195 321 241 160 910.118 62 47 31 62 47 31 914J16 117 88 58 84 63 42 974J14 152 114 76 102 76 51 974J12 210 758 705 140 105 70 105W18 64 48 32 64 48 32 10SW16 123 92 61 90 67 45 10SW14 167 125 83 111 83 56 17 10SW72 230 172 115 153 115 77 10.118 66 50 33 66 50 33 FT tOJl6 125 94 63 101 76 50 10.114 184 136 92 123 92 61 1ai2 zss isi iz> »o iz7 as 12SW74 205 153 102 176 132 88 12SW12 374 236 157 243 782 722 12J16 147 111 74 147 171 74 12J14 214 161 707 193 145 96 72J12 346 259 173 267 201 134 914J18 55 41 28 55 47 28 914J16 704 78 52 70 53 35 974J14 128 96 64 86 64 43 914J12 177 133 89 118 89 59 1QSW18 57 43 29 57 43 29 10SW16 109 82 55 76 57 38 10.SW14 141 105 70 94 70 47 10SW12 194 145 97 129 97 65 1 8 10J18 59 44 30 I 59 44 30 10J16 112 56 84 85 64 43 FT 10.114 155 777 I 78 104 78 52 10J12 215 161 . 107 143 107 72 12SW74 782 137 91 146 111 74 72$W12 280 210 740 205 154 702 12J16 132 99 ' 66 132 99 66 12J14 191 i 143 . 96 163 122 81 12J12 308 231 ' 154 225 169 113 14J14 218 164 ' 109 278 164 109 14J12 390 292 195 332 249 166 10SW18 52 39 26 52 39 26 1O5W16 96 72 48 64 48 32 10SW14 120 90 , 60 80 60 40 19 tOSW12 165 123 ' 62 110 82 55 FT 10.118 53 40 27 53 40 4 27 36 10.176 100 75 50 72 5 10J14 132 99 , 66 88 sb 44 , ' 1Q112 182 137 91 122 91 67 Peference 0=9e 26 for Applicatian. Use an0 Notes n~arin MMAI[Wlt A DIVISIOM OF WARE INDULTRIEB, INC. ' • ~ ~ ~ CNRO CW16 CW16-50 CW11 SW20 SW18 ISW16-50 SW14 SW12 J20 J18 12" 0 .C. 1.74 2.40 3.46 4.57 2.32 3.16 4.81 620 8.87 2.53 3.64 81'T 16" O.C. 1.74 2.40 3.46 4.57 2.32 3.16 4.81 6.20 8.87 153 3.64 24" O.C. 1.74 2.40 3.46 4.57 2.32 3.16 4.87 620 8.87 2.53 3.64 12" O.C. 1]0 2.34 3.30 431 2.25 i 4.51 5.78 8.25 2.47 3.52 ~ i6" O.C. .1.70 2.34 3.30 4.31 225 ~ ~ 4.51 5.78 825 2.47 3.52 24" O.C. 1.62 2.34 330 431 225 I 4.51 5.78 825 2.47 152 12" O.C. 1.64 2.27 3.12 4.02 2.17 2.94 4.17 529 7.51 2.39 3.38 10FT i6" O.C. 1.64 227 3.12 4.02 2.17 2.94 4.17 529 7.57 2.39 3.38 24" O.C. 1.41 2.15 3.12 4.02 2.05 2.94 4.17 529 7.51 2.35 3.38 12" O.C. 1.41 2.06 2.70 3.41 1.95 2.64 3.50 4.35 6.07 220 3.04 12FT 16" O.C. 7.25, 1.91 270 3.41 1.80 2.64 3.50 4.35 6.07 2.11 3.04 I 24" O.C. .97> 7.58, 2.55. 3.41 1.49, 229, 3.50 4.35 6.07 1.78. 2.77 ~ CW20 CW18 CW1650 CW14 SW20 SW18 SW16-50 SW14 SW72 J20 J76 12' O.C. 1.82 2.56 3.84 523 2.43 3.34 5.31 7.01 10.22 2.65 3.86 BFT 16' O.C. 1.82 2.56 3.84 5.23 2.43 3.34 5.31 7.01 1022 2.65 3.86 24' O.C. 1.82 2.56 3.84 523 2.43 3.34 5.37 7.01 1022 2.65 3.86 72" O.C. 1.79 2.51 3.71 5.06 2.39 327 5.09 6.71 9.72 2.60 3.77 9Ff i6" O.C. 1.79 2.51 3.71 5.06 2.39 327 5.09 6.71 9.72 2.60 3.77 24" O.C. 1.79 2.51 3.71 5.06 2.39 3.27 5.09 . 6.71 972 2.60 3.77 12" O.C. 7.77 2.46 3.55 4.82 2.33 3.18 4.82 6.35 9.11 2.54 3.66 10FT 16" O.C. 7.77 2.46 3.55 4.82 2.33 3.18 4.82 6.35 9.11 2.54 3.66 24" O.C. 7.63 2.46 3.55 4.82 2.33 3.18 4.82 6.35 9.11 2.54 3.66 12"O.C. 7.66 2.30 3.77 422 2.16 2.95 4.75 5.43 7.60 2.39 3.39 12FT 16" O.C. 1.51 227 3.17 4.22 2.13 2.95 4.15 5.43 7.60 2.39 3.39 24' O.C. 1220 1.95c 3.16 4.22 1.82 275 4.15 5.43 7.60 2.12 329 ~ CY20 CW18 CW1630 CW10 SW20 SW78 SW16-50 SW14 SW12 JZO J18 12 O.C. 1.89 2.66 3.86 5.04 2.67 3.74 6.31 8.34 12.74 2.94 4.30 8FT 16" O.C. 1.89 2.66 3.66 5.04 2.67 3.74 6.31 8.34 12.74 2.94 4.30 24" O.C. 1.89 2.66 3.86 5.04 2.67 3.74 6.31 8.34 12.74 2.94 4.30 12" O.C. 7.89 2.66 3.86 5.04 2.67 3.74 6.31 8.34 12.74 2.92 429 9FT 16"O.C. 1.89 2.66 3.86 5.04 2.67 3.74 6.31 8.34 12.74 2.92 429 24" O.C. 1.89 2.66 3.86 5.04 2.67 3.74 6.31 8.34 12.74 2.92 4.29 12" O.C. 1.89 2.66 3.86 5.04 2.66 3.74 6.31 8.34 72.74 2.91 428 10FT 16' O.C. 1.89 2.66 3.86 5.04 2.66 3.74 6.31 8.34 12.74 2.91 428 24" O.C. 1.89 2.66 3.86 5.04 2.66 3.74 631 8.34 12.74 2.91 428 12' O.C. 1.89 2.66 3.86 5.04 2.62 3.67 6.16 8.24 72.74 2.86 422 72FT 16' O.C. 1.89 2.66 3.86 5.04 2.62 3.67 6.16 8.24 12.74 2.86 422 24" O.C. 1.69 2.66 3.86 5.04 2.62 3.67 6.16 824 12.74 2.86 422 12" 1.89 2.66 3.86 5.04 2.56 3.57 5.87 7.85 12.35 2.78 4.11 14FT 16' O.C. 1.89 2.66 3.86 5.04 2.56 3.57 5.87 7.85 12.35 2.78 4.11 24" O.C. 1.70 2.63 3.86 5.04 2.51 3.57 5.87 7.85 12.35 2.78 4.11 1" D.C. 1.89 2.66 3.86 5.04 2.41 3.43 5.45 728 11.42 2.69 3.94 16Ff 16" O.C. i.76 2.66 3.86 5.04 2.47 3.43 5.45 7.28 11.42 2.69 3.94 24" O.C. 1.43. 2.31 3.86 5.04 2.73, 328 5.45 728 11.42 2.44 3.90 @ CVY20 CW18 CW16-50 CW14 SW20 SW18 SW16-50 SW74 SW12 J18 8FT 12" O.C. 1.82 2.53 3.51 4.64 2.64 3.69 6.13 8.13 12.58 4.36 THRU 16" O.C. 1.82 2.53 3.51 4.64 2.64 3.69 6.13 8.13 72.58 4.36 12FT 24" O.C. 1.82 2.53 3.51 4.64 2.64 3.69 6.13 8.13 72.58 4.36 12" O.C. 1.82 2.53 3.51 4.64 2.64 3.69 6.13 8.73 12.58 4.34 14FT 16 O.C. 1.82 2.53 3.51 4.64 2.64 3.69 6.13 8.13 12.58 4.34 24" O.C. 1.82 2.53 3.51 4.64 2.64 3.69 6.13 8.73 12.58 4.34 12" O.C. 1.82 2.53 3.51 4.64 2.64 3.69 6.13 8.13 12.58 4.32 76FT 16" O.C. 1.82 2.53 3.51 4.64 2.64 3.69 6.13 8.13 12.58 4$2 24' O.C. 1.70 2.53 3.51 4.64 2.64 169 6.13 8.13 12.58 4.32 APPLICATION: For selection of studs, braced by mechanical bridging spaced not to ezceed 4 feet on center, which are subjected to axiallaad in lhe presence or absence of uniform lateral wind loads. USE: Select a stud, in terms of spacing (inches O.C.), lateral load (PSFl and height (FT) which provides an allowable azial load, in Kips per stud, equal to or greater than the applied anial load. Deflections due to la[eral loads do not ezceed Ll720 unless the following subscripted values are shown: a. Values followed by the subscript (6) do not exceed U600 16 b. Values toilowetl by the subscript (3) do not ezi c. Values foilowed by the subscdpl (2) do not ezi d. U240 is exceeded where load values have be NOTES: 1. Nlowable axial load values tor 16 gage stuc Fy (min) = 50 KSI. 2. The values represent the least allawa6le ax presence or absence of laterel load. Per the . increase to the allowable anial and bendinc permitted when the wind ioads are presem (0 PSF), the 1-113 increase is not allowed. 3. Values assume axial loads are appiied concer Marina WARE. SHEAR . ALLOW ABLE , 4 N , , A DIVIEIO OF WARE INDUSTRIEE, INC. APPLICATION: For selection of Flat Strap (FS) subjected to tension loads in shear wall Pa assemblies or miscetlaneous apptications. STNAP ANEA W11/31NC. (WidN FS Gage) (ia') (Kip) USE: Select a ilat s[rap which provides an allowable tensile capaciry equal to or Z FS 18 0.0902 2.38 greater than the applied tension load. 4 FS 18 0.1804 476 NOTES: 2 FS 76 0.1132 4.52 i. Pa values are shown with and withaut 1/3 increase applied to the Ih il t i i d d b i d ll bl t i V Wh t 4FS~6 oz264 9.05 ere ens orce n uce y w n or a owa e ens on s ess. e e s seismic loads the increased value may be used. z Fs 14 0.1426 S.~o , 2. Strap end connections shall be designed to Vansfer the lensile load. 4 FS ~ 4 02852 t 1.4t 3. 20 and 18 gage strap: Fy (min) = 33 KSI s FS ~ a 0.4278 17.11 16 and 14 gage sVap: Fy (min) = 50 KSI BOR StWS • MEi[ioeul SiWS May Be flequbetl BoMetl SmN Clip Argbs • /bMre To MiiGmum Connele EEge Dislance Antl Spadng BASE ANCHORAGE: BOLTED STEEL CLIP ANGLES BASE ANCHORAGE: EMBEDDED PLATE W KEY COMPONENT TRUSS FRAME - LOW PITCH TC Top Gard BC Bottom GwrA IW Intemal Web CB Continuous BriOging BFC Brake Formed Gosure GP Gusset Plate LBSW Loatl Bearing SWd Wall NOTES: i. Size, spacing and anchorage of Wss irames : design. 2. InsWll continuous components (avoid splicing). Th with unpunched webs is recommended. 3. Chords subjected to uniform loading shall sai equalions of NSI Section C5, Combined Arzial and 4. The slenderness ratio oi compression membe exceed 200. See page 32 for allowabie axial ca compression members. Insfaliation of intermediaU the member's unbraced length thus increasing adding to the instaliation costs. 5. Use 172 CR 16 gage channei A trusses spaced : 212 T 20 gage track if trusses spaced belween 24 6. Use (lat plate or sedion of heary gage C stud or trr 7. Align webs of bottom chord and stud or install a header at top of wall below. Installation of a welocations may be required. 8. Reference page 35, Specifica[ion Section 3.8, Ins additional information. TRUSS FRAME - HIGH PITCH MAia TM[srwrta.r A OIYISION OF WARE INDUSTPIES. INC. ~ M. F.11 CS'~uOSWith I~~ uuaeOW^~o'~s . L i • ~ ~~~NNE~ WELDED TO INDEXED PUNCHOUTS. 6' Maa 6' MaK n ~ a~ $vew ~ i s. Ea. Le9 .i i . . . kb4"W -%pf Wah 7uKM1Do"s s 815CREY/ED 825CREWED CRCMNNEL TIipOUGHINDE%ED PUNCHOUTS _...wsnANGLECLIPS Wo*[al iction, sWds shall be braced against ratation by thiny boyrd applied tull height lo each side of lhe of inechanipt bridging, spaced 5'-0" on center, ~~,nnnai restraint for walls under construction gow o, -..aathing. ; not sheathed full height each side or sheathed on one iuous bridgmg spaced 5'-0" on center shall provide n_ HeducGOns m allowable bending capaciry must be b used to brace me studs, the products shatl maintain Bbckin9 • Lxale At E. Entl Of Wan An,1,o-01oC.Behir"o, • UX zp Ga Track Mmimum CIiO A^9le @ Ea. EM of C-SIWSWtlh (11screw BlWkngW/(2) IMeKeC B Ea. SNE /Screws. Ea. Leg rPuricnw~s ~ l61 Screws To Ea. SMe ~ Blxking . , FWt SaaP Flat SuaP Ea. SiCe •Min.2'FS20Ga. •their siructural integrity during the course of constmction ana me service I'rfe of the wali. The attachment of the sheathing should conform to the minimum requirements of mdustry standards and/or product sPecifications. 2. In axial load bearing constructlon, studs shall be braced against rotation before bading. Install bndging spaced at intervals iat exceeding 4'-0" on center. 3 Reference Oafdrom the e indexed stud web punchoiRs. The frst punchoul a urs l end and 2'-0" on center thereafter. ALTERNATES TO ELIMINATE TOP STRAP (07, D2 AND D3) (h Jr (f) l,a' Lnn9 WeIC. Td B FMNM \ ( e01 1B FlatStrapTdB . •Min2F518Ga. . For Memates Eliminatirg ToV $trap. Sea 01. D2 arM 0.9 Replace Bonom SVap Witn 1- BB 12' Clwinel When OiaplxaT^ II~M'ily Mgle oi Rated SheaNi'g Not AttaclieE . eM ol Bbcking DirMly To Bottan FWrge. See Dt 3 p3 O MT BTppp qND BLOCKING IORp Bbck~n9 Bbckiig • Sce D Fo~ • See D F« Lacations Loca~rons • Ngn Blocking W~ Metal Deck peck Rib ME Attxh . Ipl Screws Plywood To Biocking Wm (a) \ Screws - - - \ M SS ili B 1-12' CRCM1arvM SusOe^de~ raO ig oa Flal Ge • 101 Screws To Blocking Cading15olfit 8ebw • l11 Schaw To Joist D7 SUBSTITUTE METAL DECK 02 SUBSTITUTE PLYWO00 SiNCWraI Hdt SCL600 • Nign AiM Ahdch To Blocking witn Screws • Min. l21 Screws T. Each RaM1er (a) D3 SU85TITUTE STRUCNRAL HAT SECTION Rao~ Pknum Rooliig C RaXa % 't-urcecrannai • (a) Screws To ~ Blocking • (t) $crew To Raher Blocking " • See D Frn Locauors Ilanqe of the section should be braced by the attachment of continuous diaphragm rated sheathinq or decking. Additionally, 9 shall be installed at intervais not to exceed 7'-0" on center. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Buiiding Permit Number : Date : Property Owner : (~~C~cUAlsCujiay/' Property Address : C-~q~60 DdK c~A~A-- Contractor License No. : 1 1`5 Company: b\/nWe_cfa'C' Phone :40 - / _ J5[~ l!J Phone : 93J)_ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certity that the setback distances proposed by this permit appliwtion are accurate. Pgrmll FE2 : and do not violate appliwble ortlinances, rules or regulations of the City of Wheat Ridge or eovenants, easements or restrictions of record; that all measurements shown, and allegations s printed on this Use Tax : made are accurate: that I have read and agr e to abide by W~DATE application, and that I assume full responsi ity for compliaWheat Ridge Building Code (U.B.C.) and all other applicabl Wh t Ridge ordinark under this permit. r Total : (OWNER)(CONTRACTOR) SIGNE Description : Ir\ r f, i USE ONLY Approval: Zoning : Approval: QCibliC,rW~~Cb1Ltli~!etits:! Approval : Occupancy : Walls : Roof : Stories : Residential Units : I43 141 Electrical License No : Company : Expiration Date : Approval: j ,Plans:Re`_quired~'.~T?"j Plumbing License No : Company: Expiration Date : Approval: ]M , Plpns Required .;I Mechanical License No : Company : Expiration Date : Approval: ~ ? P,fSns Reqyifeil~ (1) This permrt was i5sue0 in accorEance wiM the provisions set forth In yopur apphca6on and is subject lo Ne laws of the State of ColoraEO and ro the Zoning Requlations and BuilOing Code of VMeat Ritl9e, ColoraCO or any other appllfable orCinances of tbe Ciry. (2) This permlt shall expire if (A) the work authonzed is not commence0 within sizry (60) days from issue tlate or (8) the building authonzetl is suspendeC or abanCOnetl br a penoA of 720 tlays. (3) II this permit exDires, a new permrt may oe acquiretl for a fee of one-hall the amount normally repwreQ pmvitletl no changes bave been or will De matle in the original plans and sperifications and any suspension or abanEOnment has not eaceedeA ane (11 year. II changes are matle or if suspension or abanEOnment ezceetls one (1) year, full lees shall be paiG for a new permit. (4) No work o1 any manner snatl be tlone that will change the natural flow of water causing a tlrmna9e problem. (S) ConUactor shall noti/y ihe Builtling Inspettor twenly-four (24) hours m atlvance for all inspecnons and shall receive written approval on inspeclion tarE Ge/ore . proce iing with sucwssive phases of the job. (6) Th uanGe of a permit or Ihe aOProval oi drawings and specifwtions shall not ee wnstmed to be a permit for, nor an approval o(. any violation of tne provisions of ~ u ~iFg cpees or any her ortlinance, law. mle or regulation. 5~ ttwiding inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~ ~ v . %29!98 09:28 R002 DEPARTMENT OF PLANNiNG AND DEVELOPMENT Buiiding Permit Number : 95-2248 BUtLf3tNG INSPECttON D1ViSION - 235-2855 CITY OF 11YHEAT RIDGE Date :11/15/95 75001NE3T 29tW AVENUE WHEAT RIDGE, CO 80215 Properly Owner : OAK STREET ASSOCIATES Property Address : 4980 OAK ST phone : ContraCtor L'icense No. : 18187 Company : L. Nothhaft & Son, Ina Phone : 433 3329 QWNER/COPITRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT permn. ConstrucBon Value : Pertnk Fee : Plan Review Fee : Use Tax: Total $19,000.00 $188.00 $0.00 $285.00 $483.00 Description : 256 SPRINKLERS AND INSTALLATION OF BACKFLOW PREVENTER BUILDING DEPARTMENT USf ONLY ApProval ; Zoning : APProval: APprova(: OCCUpancy : Walls : Roof : Stories : Residential Units : Electrical License No : Fiumbing License No : Mechanical License No : Company : Compeny : Company : Expirdtion Date : Expiration Date : Expiretion Date : ApProval : Approval : Approval : (1) miensmift wob.u.trxn exaariftwitnnbProwuonr.sc+ammyoPUraqxaan m,arowMsdtolMlawsdlMSteOeMCokreaoenGbNsZanNq RepW .na~p coa av~marRy~, caa.ao « .~r omsrep oAa~ a tlro CSk ~y~ T1~ l aMq,ro~e R(A1.tlfe Wdkpwlhor~xstl ~ not mrmnenpdwXhin ~(60) days frdn iswa ! Or (B) the buNdNq wUaAutl M susperMeC w ebind01NMlfainNWdof7$Od f. (3) If NI8 P~ aoWY'm} tNw mry 6aec9WraQ for a iss of aitrheMtlts anqunl roanalb reWhetl.~m dwqM MA Dsefl awitl Oe rtu0s N 1M aiDkW P4~ns a~W stl any ~ps aWrMavnent hn not sxcaWatl one (t) Y~. N dwgeemmatlsorM wepenMrnaabenGonmxrt s~ased~ oat (1) S!~, Adl hMahli Em piNEi E for ~ a p~ (4) No vrorkotag/rtW~~br ehM160d4tro tl~wMdwnpaVN ~MWelllawdwaMCJwft •Mdnage WoblMa (5) conaaoEOr Nnn eqtMi tlr awduq 1softlr~mWCmr M~aA~r~iwr (?,4) nwr. M ernnnceror atl fmpecnone ana wu iecNVe w~bn app~wm on xupectlai ara esr«e p WYBIMICOe~iWppA~p (6) Ths.~ w W a PamYt w IMpy~mwl of QaWnps end apadAcatlons sheA nW ba canstrueA to M a psmit for, nor en +OVrov+l d, afy vidatlon of Me DroWebns Id"mg Inspector THlS PERMIT VALID ONLY WHEN SIGNED BY THE CH1EF BUIL.DING INSPECTOR CAIL: 234-5933 24 HOUFt8 PRIOR TO INSPECTION ~~7 : ; .DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 6210 ~ BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 11/7197 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 4980 OAK ST Phone : Contractor License No. : 18046 Company : Piper Electric Co. Phone : 422 9219 - - OWPJER/CONTRACTOR 1 here:by certify that the setback dista and o1o not violate applicable ordinan, covenants, easements or restrictions madeare accurate; that I have read : application, and that I assume full r s Code (U.B.C.) and all other applip,~nl~ (OWPlER)(CONTRACTOR) Description : CHANGE EXISTING REFEED EXISTING AGREEMENT on Construction Value : Permit Fee : Plan Review Fee : $45.00 $0.00 $13:54 $58:54:' Use Tax Total PANEL TO 42 CIRCUIT PANEL. ELIMINATE EMERGENCY TAR • •..••,.,,,,y . iviecnanicai uC8n5@ NO : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Appnrval : Approval : Approval: . i ~ ~"~d , • (1) This pertnit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Coloratlo and to ihe Zoninp . . Regulations and Builtlin~ Cotle of Wheat Ritlge, Coloredo or any other applicable ortlinances of the Ciry. (2) This pertnit shall ezpire if (A) the work authorized is not commenced within sixty (60) days from issue tlate or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit axpires, a new permR may be acquired for a fee of one-half the amoun[ normally requiretl, pmvitled no clianges heve been or will be made In tlq original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are matle or Hsuspension or abenCOnrnNrt. exceetls one (1) year, full fees shall be paitl for a new pertnit. (4) No work of any manner shall be dnne that will change the natural Flow of water causing a dreinage problem. (5) Contractor shall notify ihe BuilOing Inspeclor lwenTy-four (24) hours in advance for ail inspections and shall receive wntten approval on inspeqion cartl 69{o[i) proceediing with successive phases otthejob. (6) The issuance of a permk or the approval of drawings antl specifcalions shall not be construed to be a permit for, nor an approval of, any violadon of thp prpylllonA o(the building cades or any other ortlinance, law, rule or regulatlon. C S ~~~✓/j ~~li~ < < ( hief Bwlding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE fqla Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : y9V) Phone : Contractor License No. Company Phone : Lj ~A,c~ 1" OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that tha setback dista and tlo not violate appliwble ordinan covenants, easements or restnctions matle are accurete; that I have reatl ; appliwtion, and that 1 assume full re: Code (U.B.C.) and all other apolicah6 (OWNER)(CONTRACTOR) Approval : Zoning : Approval : Approval : Occupancy : Walls BUILDING Roof Construction Value : Permit Fee : Use Tax : Total : ti 2 C-.; ; o , USE ONLY Stories Residential Units : Electncal License No Plumbing License No : Mechanical License No : Company CompanY Company : i Expiration Date Approval : _J P19ns;Required-.7;:1 Expiration Date : Approval: _3 , Pli(hs-Required I Expiration Date : Approval : ~ i t'~!ns:R$7tuir6tCr~':.~ (1) This permit was issuetl in accortlance with the provisions sel forth in yopur application and is subject to the laws of the State of Coloratlo and to the Zoning Regulations and Building Cotle ot Wheat Rid9e, Coloretlo or any other applicable ordinances of the City. (2) This permR shall expire rf(A) the work authonzed is not wmmenced within sixry (60) tlays from issue tlate or (8) !he building authorizetl is suspentletl or abandonetl for a Denatl of 120 tlays. (3) If this permrt explres, a new pertnit may 6e acquired for a fee of one-nalf the amount normally requireQ provltled no changes nave been or will be matle In the original plans and speufications and any suspension or abantlonment has not e:ceetletl one (1) year. If changes are matle or i/ suspension or aCantlonment exceetls one (1) year, (ull tees shall he paitl for a new permit. (a) No work of any manner shall be tlone ihat will change the natural Bow of water causing a Orainage problem. (5) Cont2ctor shall notiy the Builtling InspeCtor lWenry-/our (24) hours in atlvance for all inspections antl shall receive written approval on inspeCtlon Cartl before proceetliing with successive phases of (he lob. (6) The issuance of a permit or the apProval of drawings and specifcations shall not be construetl to be a permit for. nor an apPmval ot any violabon of the provisions of the bullding CqdeS or any Othet OrtllnanfR, laW, fule of fegulati0n. Chief Building Inspector accurate, Ridge or I allegations i this For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ~ ' rm Building Permit CTTY OF WHEAT RIDGE. 7500 Weet 29TH Avenue Wtieetridge, CO 80033 303=235-2855 s ; ~ Commercial Electric Permit Number . 19152 8/29/2005 Inspection Line 303-234•5933 ol . I pRQPERTY49g0 08k St ` owNEx: Skyline Enterprises ~ D"eaer[ption ' WiYe building per plans. ~ ~ ~ 1 ~ 0 4 ' N. ~J ¢ , !{7nfts't .lYVe49 Mi9=tM! 1 -WMtNdi~oavN ~6'eOW~llfompiln . .Wh1.{Rldp•; Occupancy: Walls: Roof: Unit: (303) 880-3909 Stodes: Sq Feet: dYUem pmpoeed by IIJs pemsit applicatlon vre aauntq ond do oot vbhle apptleabk ordioasm, rvld wre(obtlou efthe tlty ef nmb or reetrlNam ofrtrord; Wt *0 meuunmmm ahown, and alktetbw made ve msente; that I have wd meA npee ro abltle by Jkatbymvtl that Iyrpme fiJl reepoodbitiy for rompWOtt wlth Me Whea[ Rldge SuWNL Code (U.B.C.) mod "otbn Opplkabk - 30- o S : (dWNMMPTMCTOR) SIGNFD DAT6 '7 ThYWwlt w~t IMM N aaorEana with the provYbn, ut torth lo yoor ippllaatlou antl 4 mbject m Ne 6w, of M. Shh of CubMO anE to the Zoolas IleBUlYtlou aod Bv11dN` Code of Whu[ RIEeq ColoMo ar wy otho appllcWle orvlluw<e ofthe Clty. 1T4 pmk ~W ppln If (A) Ne wort autheriud b not rommwad wllhln tiay (60) tlrya from luue d.te or (B) the E.Odlepathndaetl 4 wpmded w dwEeedlor . W+'bd of IIo daYs IIflyb(IVmItespYses,a v<w perWtmrybesaqulrNfor. @eofooe4aVWeweun[uorm.DYn9a4etl.proWtledeoehuruE. baowMl beonAebt6e ylehdflpYr md ~palfiemdov ~od my, mryuubn or Anodoomeot N, not aac«ded one (1) yem. If cA~u~p src made or IbwpeaYOV or tlmdoemeat fimdt wf (1) yert, full fas,hall be Pud fer a oew permlt. ~ ..Y NeMOekonnymnovYWlbetloneNa<wWOYmteNenatunlMwotwvtereawlnL+dnloaeeProbleu. 5 C"0Aletor shaG uotlty th<Bvildlne Impa[w twenty-four (U) houv In advantt for tll lnapenlam md Yull nalve wAnm appmvg oe luprbon nrd befin pFOailkg Mt\ maaNVe phun of ehefob. f 6 1belaseenw of.~pe the aDO~v~laid~wrlnpLuW epedflntlav dWl not be eooshvM to be a permtl tor, ear On opprovJ o4 toy vioWbn of the yrwYYU M ~ CYMlBvINin[~.lu r ' ;MOnday,August29,2005 StGNm DAiE Page 1 of 1 ~ J~' Building Permit Permit Number 19152 CITY OF WHEAT RIDGE $/29/2005 7500 West 29TH Avenue wheazridBe, co 80033 Inspection Line 303-235-2855 rmyotvmeattmae 303•234-5933 Commercial Electric PRbPEitTY..08k St jJplt: . owivEx: 4980 (303) 880-3909 Descrlptlon Wire building per plans Authorizecl,By guildingApproval Authorized On Zoning Approved By CR OK. Subjec to field inspections per 2002 NEC. Autharized`By Fue Department Approval Authorized On Zoning 8/2/0 Approved By AFPD SeeattachedrepoR. Monday, August 29, 2005 Page 1 of 1 COMMUNtTY DEVELOPMENT DEPARTMENT Building PermA Number. o~ q BUILDiNG INSPECTION UNE - 303-234-5933 Date: ~ o, CITY OF WHEAT RIDGE ~ 7500 WEST 29TM AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) `a~"°° APPLICATION Propcrty Owner: 5 L y 1 i w e i~ k+gr p 5 C s Tw c 303 - Property Address: 80 R fG 5 Te p-E7- rbooe: ~'80 - 39 a 9 Contractor Licenx No.: Company: ~~o) ~Q ~.~y G v~ c,~ Phone: ~p~ •y'~S } !00 pWNER/CONTiUCTOR SIGtUNRE OF UHDERSTANDING AND AGREEMENT BuildinoDeat ValuaUonFiguie: $ ~ 1 trorebY CwtifY thal the setbadc distancea ProVosed by fhis permit appiifation are acauate. arw ao rwi viowte aaWicaele «oinances, ruies «repulations ot nu ciry w V alue:$ Wheat Rfdpe a oovenanb. easertronri a rostrictims of recorC: Cwl al rteaxvernaMs shown, arb aNeyapons made ye axurrte: that i nave read and ayrce w abide by aA Peiinit Fee: $ coneioons amWa an mia appFncon ane mat I aswme lua resaorsiaWy 7« co,.,p;,,,«w;mu,ewneacwefleeL"N c«k(i.e.c)anaauoawavvkaaewneat Plan Review Fee:$ Ridpe OrOinances, iw work uMW thia permri. Plans subjetl W fieltl inspection. Use T2X: $ jowNeaNCO.Trucra+c onTE9'-2 D TOtal:$ i (OWNERNCONTMCTOR):PitMiED DAiE UssoiSpace(descriAtion):/ns~iUJF'acT'v2~w~ ~l.e9ttJT Description of work: I ce EV ~ t (j ~'1 TL C-1.4S Sq.Ft.addod BUII.DING DEPARTME]VT USE ONLY SIC: 4c CowEr+TS: Approval: ^ Zonirp: ~v NNG COAMAE.N75: (L ~ CJI4 } vct)r Approval Jc waas ca.wMrrrs: ' Apptoval: i i pEVARruENr COLMEt175: ADOroval: WaIIs: Roof: Stories: Residential Units: ElecUical L'icense No: CompanY Plumbing L'icense No: ComPmY Sq.FI: Mechaniql License No: Company. Expiration Date: Expiratiun Date: Expiration Date: ApP`°wai: A°°`°va1. Avwowal: (1) TTrs pemRt vraa iuueA n xardanoe wM tlie Povmow aei torfh n yow appicauon mW is wDjsct b Ihe laws o1 tlu State ot CobnCO and b tlhs Zor:rW ReWl'm^s and &ri1dnD CoOes d Wheal RiApa. CdoraAO a arry War aVPFCable ordnanoes o1 tlw Ciy. (Z) This Derffat ahaY expqe if WI ths work wViw¢e0 is nol mrmence0 witlun sixdy (90) Cays han issue dab or (B) the Duiltliny wpqriasd is swV, a aOwWa,rd br s D«iodot t80 0ays. (3) I( tlds Vermit expirw. s new PrwA ^mY be aopuWed tor a fee o1 oi»-haH tlhe amourd normaRy ropuired. provideE m Cwnpes h8110 b!M w MIl b! Rm14o in aM OIiQY1fl PkiU rblpecilksbOfli ild illY iYSpMtIM Of abi11d011fMlIl lli5 (101 RIIOOEdEd Of10 (1) Yew. Nchwqp lyva Dsan a N susvWUM a aDaneomwu auceeds ons (1) Ysar.luB tsss atwl bs Daid ta a new Dennil (4) No wak d anY manw shV be Oons Itd wi dorqe 1M naVral Ibw d watr owYp a drainapa Probia^- (S) Coratrsttor a1W noft fm Buvdkq wvOC+a wr°ntl'our (24) hmrs N adranos br a/ iinpectiain ana anae 1eoaive wrinen approval pn Mpsntlon tyd bdi" Placelitili9 MlhwmssSivaplwss d 1M job. (6) Ths Wuarioe d a Dsi~ « Or approval d aswinps and spodReatlons aW nd be oonatru»d b Os a Der++it for. nor an appwal d. of 1M %Wruora d IM buPdrq oodss a anY aTher anlinanoe. Uw. rub v replaUm. AM pbn mMw bs • rnief Buil i a Offi . _ Arvada Fire Protection D strict DiVISION OF FIRE PREVENTION 8503 Simms Street ARVADA, COLORADO 800042807 (303) 424-3012 - FAX (303) 432-7995 NAME OF BUSINESS: Sk~X~vL DATE INSPECTION REPORT v Sk' % PHONE: (:~OS) ADDRESS p P NAME: PHONE. ( 1 R P NAME PHONE: I~p3 1~Qp ~S.'el BLDG OWNER/MGR •~lt0- RA., PHONE: ( 1 OCC TYPE• rj • CONSG TYPE: BLDG. HGT.:w f :SCL FT• ~.006 ALARM SUPERVISION: KEY BOX LOCATION: , yg pJp ry/q REMARI(S - RECOMMENDA710NS - REQUIREMENfS 1. nDOHESS PaSTFA/VrIBLE 2. IXfB ADEQUlQE B M OflDFR 3. EMERGENCV L1GKnNG 4. STAIROWYS IN ORDER 5. FlFE ASSFNBIJES/ASSEMBLY OCCUGANCIES 8. p.EVqTOFS 7. flRE IXiiNCUISHERS IN ORDER (INSV. DATE ~ 8. SPPINKLER/STANDPIPE SVSTEfv1 (DATE. ~ 9. AUTO. E)(iINGUISHING SYSTEM (DP.TE: ~ 10. HOOD & WCT SYSiEM W ORDER IDATE: ~it. FIRE DEfECTION DEVICES (7VPE ~ 12. FRE AWiM SYSrEM (DATE: ~ 13. ELECRIICAL/IXTENSION COflDS. MULTIFP.CE ADAVIERS 10. ELECTRICAL SHUTOFF ALCESSIBLE (WMFAE: I 15. MAIN ELECTPoCAL OISCONNELT "FAE: N 1 16. AU%. POWFA 515TEM (n'PE. ~ 17. HOUSEKEF.NNG - INSIDE/OUiSIOE 18. ADEOUATF RUBBSH COMAWfAS 19. PHOPEfl SfOR4GE OF COMBUSfIbLES/HAGS 20. PROPER STOflAGE OF W-ARWUS M4TEflIP1S/GPSES 11. PROPER STORAGE AND NANDLING OF DUST/fUMES 2 HEATM APPLWNCES (iYPE ~ ?3. WATER MEATEH (i1'PE: 1 N. COMBUSTION P1R SOURCE !5. RiOffR R%NG/VENIING !B. PROPER CLEARM1ANNCFS 17. G4S SHIfTOFF ACCSSEff (NTiERECd~_--_) y~f~r..~s",,,,~ eS0 u ly^u lc) C6 ~r`+' -~A"a' 5 / . ✓ {T ( C~~W\cT~! `~C10~"J • ✓ C 18. FiflE UVJES/ACCESS 9OCCUPANf LOAD ~ I 10. SRiINKLER $YSTEM COMPAM`. I 11, IXiINGUISHING SY57EM COMPAM`. _ 1, THE UNDERSIGNED. AM IN IEC9VFD IgNSpECT}ON DATE 7 {pNSPEC710N DATE 2 THIS INSPECTION N071CE AND UND66TAND THBiE MAY BE BY rnn,m c?m A B C I / 4/24/Q1 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : l~'~ii'o✓a.rr~~~ P.,- . , Property Address Phone : t✓~u. .v.</fef .c.v~'nc»~ Contractor License No. Company: Phone : OWNER/CONTR,4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this parmit appliwtion are accurate, and do not violata applicable ordinancas, rules or regulations of the City of Wheat Ridge or wvenants, easements or rcstrictions of recortl: that atl measuremenu shown. and allegations matle ara accurete: that I hava read antl a9ree to abide by all condRions printed on this application, and that I assume full responsibdAy for compliance with the Wheat Ridge Building Code (U.B.C.) and all other epplicable Wheat Ridga ordinanees, tar work under this pertnrt. (OWNER)(CONTRACTOR) SIGNED J 0"-"DATE ~1 ~ -j~ Construction Value : /9, Permit Fee : Use Tax: TOtal : / ~I•JfF~i:rr. s ~ ~4 F/C F~ r~d ..r~~ Description: BUILDING DEPARTMENT USE ONLY Approval : Zoning : Approval : IRRENEENNOM Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electncal License No : Piumbing License No Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : ~ .°Plans RMqoireiJ PWhs Required A r; , h y~ (1) This permit was issuetl m accortlance wrth the provislons set brth in yopur appliration antl is subject to the laws of the Slale of Colorado antl ro the Zoning Regulations antl BuilAing Cotle ot VMeat Ritlge, Coloratlo or any o[her applifaDle orCmances of the Clty. (2) This permrt shall expire rt(A) the work authonzetl is not commencetl within sixry (60) tlays hom issue tlale or (B) Ihe builtling authonzed is 5uspentleE or ahan0onetl for a periotl of 120 days. (3) If this pertnR explres, ahew pertnit may be acpuired for a fee of one-halt the amount nortnalry requireQ provltletl no changes have been or will De matle m the onginal plans antl specifications antl any suspension or aCanEOnment has not ezceetletl one (1) year. I( changes are maEe or i( suspension or abantlonment eacaeds one (1) year, full fees shall De paid for a new permit. (4) Nc work of any manner shall be done Iha[ will change the naNral flow of water causing a tlraina9e problem. (5) Contractor shal otfry the Builtling Insp tor tweny-four (24) hours m advance /or all inspecnons and shall receive wntten approval on inspection carA before . proceediing w ucce/sive phases of e job. (6) The issuance of peirnit or the appmv ol tlrawings antl specifwtions snall not oe construea to be a permrt for, nor an approval of, any violalion of the provisions of lhe butldu~g esAr any otl~~rtli , law, rule or regulation. Chief BuiT Inspector For Mayor THIS P ITVALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION OAK STREET WAREHOUSE Drawing Date:10/26/95 HYDRAULIC DESIGN INFORMATION SHEET Job Name: OAK STREET WAREHOUSE Location: 4980 OAK STREET WHEAT RIDGE, CO 80033 Drawing Date: 10/26/95 Contractor: L.NOTHHAFT & SON, INC. 4101 FOX STREET DENVER, CO 80216 11/ 4/95 13:43 Remote Area Number: 1 Telephone:(303) 433-3329 Designer: A.M.D. Calculated By:SprinkCALC CHECKED BY NICK NOTHH T NICET 1071402 CSC Systems & Design Construction: CONCRETE TWIN TEE W/CONC. COL.OCCUpancy:20'PLASTIC STORAGE Reviewing Authorities:ARVADA FIRE PROTECTION DISTRICT AND ZURICH-AMERICAN SYSTEM DESIGN Code: NFPA-13 Hazard:RACK STORAGE OF GROUP A PLASTIC System Type:WET Area of Sprinkler operation 2000 sq ft Sprinkler or Nozzle Density (gpm/sq ft) 0.60 Make:CENTRAL Mode1:EL0-231 Area per Sprinkler 80 sq ft Size:3/4" K-Factor:11.40 Hose Allowance Inside 100 gpm Temperature Rat ing:286 Hose Allowance Outside 400 gpm CALCULATION SUMMARY gpm Required: 1737.5 psi Required: 64.6 @ TAP WATE Water Flow Test Pump Data Tank or Reservoir Date of Test 10.31 .95 Rated Capacity 0 gpm Capacity 0 gpm Static Pressure 105.0 psi Rated Pressure 0.0 psi Elevation 0 Residual Pres 100.0 psi Elevation 0 At a Flow of 2431 gpm Make: Well Elevation 0" Model: Proof Flow 0 gpm Location: 4980 OAK STREET Source of Information: ARVADA FIRE PROTECTION DISTRICT SYSTEM VOLUME 721 Gall ons Notes: OAK STREET WAREHOUSE Drawing Date:10/26/95 11/ 4/95 13:43 HYDRAULI C CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Required at Hyd Area 1 1338 38.2 psi 1 Pipe 6" 10 20' 120 6.357 1338 1.0 1 6" Grvd Butterfly Valve VIC #708 10' 120 6.000 1338 0.6 2 61, Grvd 90 E11 14' 120 6.000 1338 1.8 1 6" Fingd WILKINS # 950 D.C.V.A. CHART LOSS 1338 7.3 Elevation Change 2015" 8•$ Total Loss for THROUGH RISER 19.5 psi Required at BASE OF RIS ER 1338 57.7 psi 1 Pipe 6" DI DUCTILE 132' 140 6.280 1338 5.0 1 6" MJ 90 E11 14' 120 6.000 1338 0.9 2 6"Gate Valve MECHA NICAL JOINT 3' 120 6.000 1338 0.4 1 8 x 8 x 6" MJ Tee 35' 120 8.000 1338 0.5 Total Loss for THROUGH UNDERGROUND 6.9 psi Fixed Flow HOSE ALLOWAN CE 400 gpm Required at TAP 1738 64.6 psi Water Source105.0 psi static,100.0 psi residual @ 2431 gpm 1738 gpm 102.3 psi SAFETY PRESSURE 37.7 psi Available Pressure of 102.3 psi Exceeds Required Pressure of 64.6 psi This is a safety margin of 37.7 psi or 58 s of Supply Maximum Water Velocity is 17.6 fps OAK STREET WAREHOUSE Drawing Date:10/26/95 11/ 4/95 13:43 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg E11 45 - 45 deg E11 T- Tee LT - Long SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x(Q/C)"1.85 / ID^4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID^4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. Turn 90 E11 NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations OAK STREET WAREHOUSE Drawing Date:10/26/95 11/ 4/95 13:43 REMOTE AREA #1 FLOW (GPM) PIPE # OF LENGTH FITS FEET PAGE 1 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 22 TO 48 (SUPPLY - DRAWING REF. "W") HEAD 22 48.1 2" 0 0 8'0" 2.7 fps 17.8 17.8 0 0.60 gpm/sq ft 2.227" 0 0 0" 0.008 0.1 0.0 0 K=11.40 32.9 120 DF 0 810" 0" 0.0 17.8 0 HEAD 23 48.2 2" 0 0 8'0" 6.7 fps 17.9 17.9 0 0.60 gpm/sq ft 2.227" 0 0 0" 0.044 0.4 0.0 0 K=11.40 81.1 120 DF 0 8'0" 0" 0.0 17.9 0 HEAD 24 48.7 0.61 gpm/sq ft K =11.40 129.8 2" 0 0 2.227" 0 0 120 DF 0 8'0" 10.8 Tps 16.1 0" 0.106 0.8 8'0" 0" 0.0 18.2 0 0.0 0 18.2 0 HEAD 25 49.8 2" 0 0 38'6" 14.9 fps 19.1 19.1 0 0.62 gpm/sq ft 2.227" 2 0 20'0" 0.193 11.3 0.0 0 K=11.40 179.6 120 DF 0 5816" 9" 0.3 19.1 0 REF 29 4" 0 0 10'0" 4.0 fps 30.7 4.328" 0 0 0" 0.008 0.1 179.6 120 DF 0 10'0" 0" 0.0 REF 31 179.5 4" 0 0 10'0" 7.9 fps 30.7 PATH 3 4.328" 0 0 0" 0.027 0.3 K=32.38 359.1 120 DF 0 10'0" 0" 0.0 REF 33 180.4 4" 0 0. 10'0" 11.9 fps 31.0 PATH 5 4.328" 0 0 0" 0.058 0.6 K=32.40 539.4 120 DF 0 10'0" 0" 0.0 REF 35 -30.0 4" 0 0 1010" 11.2 fps 31.6 PATH 10 4.328" 0 0 0" 0.052 0.5 K=-5.33 509.4 120 DF 0 10'0" 0" 0.0 REF 37 -56.2 4" 0 0 10'0" 10.0 £ps 32.1 PATH 11 4.328" 0 0 0" 0.042 0.4 K=-9.91 453.3 120 DF 0 10'0" 0" 0.0 INUED OAK STREET WAREHOUSE Drawing Date:10/26/95 11/ 4/95 13:43 REMOTE AREA #1 FLOW (GPM) PIPE # OF LENGTH FITS FEET PAGE 2 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 22 TO 48 (SUPPLY - DRAWING REF. "W") CONTINUED REF 39 -54.2 4" 0 0 10'0" 8.8 fps 32.5 PATH 12 4.328" 0 0 0" 0.033 0.3 K=-9.50 399.1 120 DF 0 10'0" 0" 0.0 REF 41 -53.1 4" 0 0 10'0" 7.6 fps 32.9 PATH 13 4.328" 0 0 0" 0.026 0.3 K=-9.26 346.0 120 DF 0 10'0" 0" 0.0 REF 45 -1.6 4" 0 0 10'0" 7.6 Tps j3.1 PATH 14 4.328" 0 0 0" 0.025 0.3 K=-0.27 344.5 120 DF 0 10'0" 0" 0.0 REF 47 -53.1 4" 0 0 10'0" 6.4 fps 33.4 PATH 15 4.328" 0 0 0" 0.019 0.2 K=-9.19 291.4 120 DF 0 10'0" 0" 0.0 REF 51 -59.5 4" 0 0 10'0" 5.1 fps 33.6 PATH 16 4.328" 0 0 0" 0.012 0.1 K=-10.27 231.9 120 DF 0 10'0" 0" 0.0 REF 53 -58.5 4" 0 0 10'0" 3.8 fps 33.7 PATH 17 4.328" 0 0 0" 0.007 0.1 K=-10.08 173.4 120 DF 0 10'0" 0" 0.0 REF 55 -58.0 4" 0 0 10'0" 2.5 fps 33.7 PATH 18 4.328" 0 0 0" 0.003 0.0 K=-9.98 115.5 120 DF 0 10'0" 0" 0.0 REF 57 -57.7 2" 0 0 133'lU" PATH 19 2.227" 4 0 40'0" K=-9.93 57.7 120 DF 0 173'10" 4.8 tpS Sj.a 0.024 4.1 0" 0.0 REF 56 57.7 6" 0 0 10'0" 1.2 fps 37.9 PATH 19 6.357" 0 0 0" 0.001 0.0 K= 9.38 115.5 120 10 0 10'0" 0" 0.0 CONTINUED 37.9 psi OAK STREET WAREHOUSE Drawing Date:10/26/95 11/ 4/95 13:43 REMOTE AREA #1 FLOW (GPM) PIPE # OF LENGTA FITS FEET PAGE 3 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 22 TO 48 (SUPPLY - DRAWING REF. "W") CONTINUED REF 54 58.0 6" 0 0 10'0" 1.8 fps 37.9 PATH 18 6.357" 0 0 0" 0.001 0.0 K= 9.41 173.4 120 10 0 10'0" 0" 0.0 REF 52 58.5 6" 0 0 10'0" 2.4 Tps j/.y PATH 17 6.357" 0 0 0" 0.002 0.0 K= 9.50 231.9 120 10 0 10'0" 0" 0.0 REF 50 59.5 6" 0 0 3'9" 3.0 fps 37.9 PATH 16 6.357" 1 0 30'0" 0.003 0.1 K= 9.66 291.4 120 10 0 3319" 0" 0.0 REF 49 1046.1 6" 0 0 4'1" 13.7 fps 38.0 PATH 2 6.357" 0 0 0" 0.048 0.2 K=169.66 1337.5 120 10 0 4'1" 0" 0.0 REF 48 1337.5 gpm PATH 1 K= 216.36 38.2 psi PATH 2 FROM HYDRAULIC REFERENCE 22 TO 49 IIEAD 22 48.1 2" 0 0 8'0" 1.3 tps 1'/.t3 0.60 gpm/sq ft 2.227" 0 0 0" 0.002 0.0 K=11.40 15.1 120 DF 0 8'0" 0" 0.0 17.8 U 0.0 0 17.8 0 HEAD 21 48.1 2" 0 0 8'0" 5.3 fps 17.8 17.8 0 0.60 gpm/sq ft 2.227" 0 0 0it 0.028 0.2 0.0 0 K=11.40 63.2 120 DF 0 8'0" 0" 0.0 17.8 0 HEAD 20 48.4 2" 0 0 8'0" 9.3 fps 18.0 18.0 0 0.61 gpm/sq ft 2.227" 0 0 0" 0.080 0.6 0.0 0 K=11.40 111.7 120 DF 0 8'0" 0" 0.0 18.0 0 HEAD 19 49.3 2" 0 0 8'0" 13.4 fps 18.7 18.7 0 0.62 gpm/sq ft 2.227" 0 0 0" 0.158 1.3 0.0 0 K=11.40 160.9 120 DF 0 8'0" 0" 0.0 18.7 0 CONTINUED 19.9 psi OAK STREET WAREHOUSE Drawing Date:10/26/95 11/ 4/95 13:43 REMOTE AREA #1 FLOW (GPM) PIPE # OF LENGTH FITS FEET PAGE 4 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATA 2 FROM HYDRAULIC REFERENCE 22 TO 49 CONTINUED HEAD 18 50.9 2" 0 0 39'0" 17.6 fps 19.9 19.9 0 0.64 gpm/sq ft 2.227" 2 0 20'0" 0.262 15.4 0.0 0 K=11.40 211.8 120 DF 0 59'0" 9" 0.3 19.9 0 REF 28 6" 0 0 10'0" 2.2 fps 35.7 6.357" 0 0 0" 0.002 0.0 211.8 120 10 0 10'0" 0" 0.0 REF 30 211.3 6" 0 0 10'0" 4.3 ips 35•i PATH 4 6.357" 0 0 0" 0.006 0.1 K=35.37 423.1 120 10 0 10'0" 0" 0.0 REF 32 210.7 6" 0 0 10'0" 6.5 fps 35.8 PATH 6 6.357" 0 0 0" 0.012 0.1 K=35.23 633.8 120 10 0 10'0" 0" 0.0 REF 34 94.3 6" 0 0 10'0" 7.4 fps 35.9 PATH 7 6.357" 0 0 0" 0.016 0.2 K=15.74 728.1 120 10 0 10'0" 0" 0.0 REF 36 56.2 6" 0 0 10'0" 8.0 fps 36.0 PATH 11 6.357" 0 0 0" 0.018 0.2 K= 9.35 784.2 120 10 0 10'0" 0" 0.0 REF 38 54.2 6" 0 0 10'0" 8.6 fps 36.2 PATH 12 6.357" 0 0 0" 0.020 0.2 K= 9.00 838.4 120 10 0 10'0" 0" 0.0 REF 40 53.1 6" 0 0 10'0" 9.1 fps 36.4 PATH 13 6.357" 0 0 0" 0.023 0.2 K= 8.79 891.5 120 10 0 10'0" 0" 0.0 REF 42 101.6 6" 0 0 10'0" 10.1 fps 36.6 PATH 8 6.357" 0 0 0" 0.028 0.3 K=16.78 993.1 120 10 0 10'0" 0" 0.0 CONTINUED 36.9 ps OAK STREET WAREHOUSE Drawing Date:10/26/95 11/ 4/95 13:43 REMOTE AREA #1 FLOW (GPM) PIPE # OF LENGTH FITS FEET PAGE 5 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 22 TO 49 CONTINUED REF 46 53.1 6" 0 0 6'3" 10.7 fps 36.9 PATH 15 6.357" 1 0 30'0" 0.030 1.1 K= 8.74 1046.1 120 10 0 36'3" 0" 0.0 REF 49 1046.1 gpm PATH 2 K= 169.66 38.0 psi PATH 3 FROM HYDRAULIC REFERENCE 14 TO 31 HEAD 14 48.0 2" 0 0 8'0" 2.8 fps 17.7 17.7 0 0.60 gpm/sq ft 2.227" 0 0 0" 0.008 0.1 0.0 0 K=11.40 33.1 120 DF 0 8'0" 0" 0.0 17.7 0 HEAD 15 48.1 2" 0 0 8'0" 6.8 fps 17.8 17.8 0 0.60 gpm/sq ft 2.227" 0 0 0" 0.044 0.4 0.0 0 K=11.40 81.2 120 DF 0 8'0" 0" 0.0 17.8 0 HEAD 16 48.6 2" 0 0 8'0" 10.8 fps 18.2 18.2 0 0.61 gpm/sq ft 2.227" 0 0 0" 0.106 0.8 0.0 0 K=11.40 129.8 120 DF 0 8'0" 0" 0.0 18.2 0 HEAD 17 49.7 2" 0 0 38'8" 14.9 fps 19.0 19.0 0 0.62 gpm/sq ft 2.227" 2 0 20'0" 0.193 11.3 0.0 0 K=11.40 179.5 120 DF 0 58'8" 11" 0.4 19.0 0 REF 31 179.5 gpm PATH 3 K= 32.38 30.7 psi PATH 4 FROM HYDRAULIC REFERENCE 14 TO 30 HEAD 14 48.0 2" 0 0 8'0" 1.2 fps 17.7 17.7 0 0.60 gpm/sq ft 2.227" 0 0 0" 0.002 0.0 0.0 0 K=11.40 14.9 120 DF 0 8'0" 0" 0.0 17.7 0 HEAD 13 48.0 2" 0 0 8'0" 5.2 fps 17.8 17.8 0 0.60 gpm/sq ft 2.227" 0 0 0" 0.028 0.2 0.0 0 K=11.40 63.0 120 DF 0 8'0" 0" 0.0 17.8 0 CONTINUED 18.0 psi OAK STREET WAREHOUSE Drawing Date:10/26/95 11/ 4/95 13:43 REMOTE AREA #1 FLOW (GPM) PIPE # OF LENGTH FITS FEET PAGE 6 PRESSURE BRANCH LINE SUMMARY TO HEAD YD REF OUTLET SIZE Y 90 45 PIPE VELOCITY Pt Pt Pn ELEV . ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM AYDRAULIC REFERENCE 14 TO 30 CONTINUED HEAD 12 48.3 2" 0 0 8'0" 9.3 fps 18.0 18.0 0 0.60 gpm/sq ft 2.227" 0 0 0" 0.080 0.6 0.0 0 K=11.40 111.3 120 DF 0 8'0" 0" 0.0 18.0 0 HEAD 11 49.2 2" 0 0 8'0" 13.3 fps 18.6 18.6 0 0.61 gpm/sq ft 2.227" 0 0 0" 0.157 1.3 0.0 0 K=11.40 160.5 120 DF 0 8'0" 0" 0.0 18.6 0 HEAD 10 50.8 2" 0 0 39'2" 17.6 fps 19.9 19.9 U 0.64 gpm/sq ft 2.227" 2 0 20'0" 0.261 15.4 0.0 0 K=11.40 211.3 120 DF 0 59'2" 11" 0.4 19.9 0 REF 30 211.3 gpm PATH 4 K= 35.37 35.7 psi PATH 5 FROM HYDRAULIC REFERENCE 6 TO 33 HEAD 6 48.0 2" 0 0 8'0" 2.8 fps 17.8 17.8 0 0.60 gpm/sq ft 2.227" 0 0 0" 0.009 0.1 0.0 0 K=11.40 33.8 120 DF 0 8'0" 0" 0.0 17.8 0 HEAD 7 48.1 2" 0 0 0.60 gpm/sq ft 2.227" 0 0 K=11.40 82.0 120 DF 0 HEAD 8 48.6 2" 0 0 0.61 gpm/sq ft 2.227" 0 0 K=11.40 130.6 120 DF 0 8'0" 6.8 fps 17.8 1i.u v 0" 0.045 0.4 0.0 0 g'pll 0il 0.0 17.8 0 8'0" 10.9 fps 18.2 lts.z v 0" 0.107 0.9 0.0 0 8,011 0" 0.0 18.2 0 HEAD 9 49.8 2" 0 0 38'11" 15.0 fps 19.1 19.1 0 0.62 gpm/sq ft 2.227" 2 0 2010" 0.195 11.5 0.0 0 K=11.40 180.4 120 DF 0 58'11" 1'2" 0.5 19.1 0 REF 33 180.4 gpm PATH 5 K= 32.40 31.0 psi OAK STREET WAREHOUSE Drawing Date:10/26/95 11/ 4/95 13:43 REMOTE AREA #1 FLOW (GPM) PIPE # OF LENGTH FITS FEET PAGE 7 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 6 TO 32 HEAD 6 48.0 2" 0 0 8'0" 1.2 fps 17.8 17.8 0 0.60 gpm/sq ft 2.227" 0 0 0" 0.002 0.0 0.0 0 K=11.40 14.2 120 DF 0 8'0" 0" 0.0 17.8 0 HEAD 5 48.1 2" 0 0 8'0" 5.2 fps 17.8 17.8 0 0.60 gpm/sq ft 2.227" 0 0 0" 0.027 0.2 0.0 0 K=11.40 62.3 120 DF 0 8'0" 0" 0.0 17.8 0 HEAD 4 48.4 2" 0 0 8'0" 9.2 fps 18.0 18.0 0 0.60 gpm/sq ft 2.227" 0 0 0" 0.079 0.6 0.0 0 K=11.40 110.6 120 DF 0 8'0" 0" 0.0 18.0 0 HEAD 3 49.2 2" 0 0 810" 13.3 fps 18.6 18.6 0 0.62 gpm/sq ft 2.227" 0 0 0" 0.156 1.2 0.0 0 K=11.40 159.9 120 DF 0 810" 0" 0.0 18.6 0 HEAD 2 50.8 2" 0 0 39'5" 17.5 fps 19.9 19.9 0 0.64 gpm/sq ft 2.227" 2 0 20'0" 0.259 15.4 0.0 0 K=11.40 210.7 120 DF 0 59'5" 1'2" 0.5 19.9 0 REF 32 210.7 gpm PATH 6 K= 35.23 35.8 psi PATH 7 FROM HYDRAULIC REFERENCE"1 TO 34 HEAD 1 64.3 2" 0 0 39'7" 7.8 fps 31.8 31.8 0 0.80 gpm/sq ft 2.227" 2 0 2010" 0.059 3.5 0.0 0 K=11.40 94.3 120 DF 0 59'7" 1'4" 0.6 31.8 0 REF 34 94.3 gpm PATH 7 K= 15.74 PATH 8 FROM HYDRAULIC REFERENCE 27 TO 42 9 ps HEAD 27 50.0 2" 0 0 2'3" 4.2 fps 32.2 FIXED FLOW 2.227" 0 0 0" 0.018 0.0 K= 8.81 50.0 120 DF 0 2'3" 0" 0.0 CONTINUED 32.3 psi OAK STREET WAREHOUSE Drawing Date:10/26/95 11/ 4/95 13:43 REMOTE AREA #1 FLOW (GPM) PIPE # OF LENGTH FITS FEET PAGE 8 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE 27 TO 42 CONTINUED REF 44 1.6 2" 0 0 132'0" 4.3 fps 32.3 PATH 14 2.227" 1 0 10'0" 0.019 2.7 K= 0.28 51.6 120 DF 0 142'0" 0" 0.0 REF 43 50.0 2" 0 0 2'0" 8.4 fps 35.0 PATH 9 2.227" 1 0 10'0" 0.067 0.8 K= 8.45 101.6 120 DF 0 12'0" 2'0" 0.8 REF 42 101.6 gpm PATH 8 K= 16.78 36.6 psi PATH 9 FROM HYDRAULIC REFERENCE 26 TO 43 HEAD 26 50.0 2" 0 0 1'9" 4.2 fps 34.8 FIXED FLOW 2.227" 1 0 10'0" 0.018 0.2 K= 8.48 50.0 120 DF 0 11'9" 0" 0.0 REF 43 50.0 gpm PATH 9 K= 8.45 35.0 psi PATH 10 FROM HYDRAULIC REFERENCE 35 TO 1 REF 35 30.0 2" 0 0 95'1" 2.5 fps 31.6 PATH 1 2.227" 2 0 20'0" 0.007 0.8 K= 5.33 30.0 120 DF 0 115'1" -1'4" -0:6 REF 1 30.0 gpm PATH 10 K= 5.31 31.8 psi PATH 11 FROM HYDRAULIC REFERENCE 37 TO 36 REF 37 56.2 2" 0 0 135'1" PATH 1 2.227" 4 0 40'0" K= 9.91 56.2 120 DF 0 175'1" 4.7 tpS 32.1 0.022 3.9 0" 0.0 REF 36 56.2 gpm PATH 11 K= 9.35 36.0 psi OAK STREET WAREHOUSE Drawing Date:10/26/95 11/ 4/95 13:43 REMOTE AREA #1 FLOW (GPM) PIPE # OF LENGTH FITS FEET PAGE 9 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTAER TOTAL ELEVATION Pe Pn Phead FITS PATH 12 FROM HYDRAULIC REFERENCE 39 TO 38 REF 39 54.2 2" 0 0 135'6" 4.5 £ps 32.5 PATH 1 2.227" 4 0 40'0" 0.021 3.7 K= 9.50 54.2 120 DF 0 175'6" 0" 0.0 REF 38 54.2 gpm PATH 12 K= 9.00 36.2 psi PATH 13 FROM HYDRAULIC REFERENCE 41 TO 40 REF 41 53.1 2" 0 0 135'11" 4.4 fps 32.9 PATH 1 2.227" 4 0 40'0" 0.020 3.6 K= 9.26 53.1 120 DF 0 175'11" 0" 0.0 REF 40 53.1 gpm PATH 13 K= 8.79 36.4 psi PATH 14 FROM HYDRAULIC REFERENCE 45 TO 44 REF 45 1.6 2" 0 0 2'0" 0.1 fps 33.1 PATH 1 2.227" 2 0 20'0" 0.000 0.0 K= 0.27 1.6 120 DF 0 22'0" -2'0" -0.8 REF 44 1.6 gpm PATH 14 K= 0.28 32.3 psi PATH 15 FROM HYDRAULIC REFERENCE 47 TO 46 REF 47 53.1 2" 0 0 135'6" 4.4 fps 33.4 PATH 1 2.227" 4 0 40'0" 0.020 3.6 K= 9.19 53.1 120 DF 0 17516" 0" 0.0 REF 46 53.1 gpm PATH 15 K= 8.74 36.9 psi OAK STREET WAREHOUSE Drawinq Date:10/26/95 11/ 4/95 13:43 REMOTE AREA #1 PAGE 10 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSZ/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 16 FROM AYDRAULIC REFERENCE 51 TO 50 REF 51 59.5 2" 0 0 135'1" 4.9 fps 33.6 PATH 1 2.227" 4 0 40'0" 0.025 4.4 K=10.27 59.5 120 DF 0 175'1" 0" 0.0 REF 50 59.5 gpm PATH 16 K= 9.66 37.9 psi PATH 17 FROM HYDRAULIC REFERENCE 53 TO 52 REF 53 58.5 2" 0 0 134'8" 4.9 Tps 3j•/ PATH 1 2.227" 4 0 40'0" 0.024 4.2 K=10.08 58.5 120 DF 0 174'8" 0" 0.0 REF 52 58.5 gpm PATH 17 K= 9.50 37.9 psi PATH 18 FROM HYDRAULIC REFERENCE 55 TO 54 REF 55 58.0 2" 0 0 134'3" 4.8 fps 33.7 PATH 1 2.227" 4 0 40'0" 0.024 4.2 K= 9.98 58.0 120 DF 0 174'3" 0" 0.0 REF 54 58.0 gpm PATH 18 K= 9.41 37.9 psi PATH 19 FROM HYDRAULIC REFERENCE 57 TO 56 REF 57 57.7 4" 0 0 10'0" 1.3 tps 33.6 PATH 1 4.328" 0 0 0" 0.001 0.0 K= 9.93 57.7 120 DF 0 10'0" 0" 0.0 REF 59 2" 0 0 133'5" 4.8 fps 33.8 2.227" 4 0 40'0" 0.024 4.1 57.7 120 DF 0 173'5" 0" 0.0 REF 58 6" 0 0 10'0" 0.6 fps 37.9 6.357" 0 0 0" 0.000 0.0 57.7 120 10 0 10'0" 0" 0.0 REF 56 57.7 gpm PATH 19 K= 9.38 37.9 psi