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Home My WebLink About7063-7095 W. 38th Avenue~ d~,~ `'t' ` 3~~ ~v-L-_ ~ ~ ,~l City of Wheat Ridge Comm. Fire Sprinkler PERMIT - 060175 PERMIT NO: .060175 ISSUED: 03/31/2006 SOB ADDRESS:7085 38th Av EXPIRES: 09/30/2007 DESCRIPTION:. Wet fire sprinkler system for 2-story retail b1dg. CONTACTS gc 303/576-8157 . 01-7964 Central Fire Protection Cont. owner Ron Keifl - Wheat Ridge Cyclery PARCEL INFO . . ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 52,420.00 . FEES Permit Fee 864.25 Total Valuation .00 Use Tax 943.56 TOTAL 1,807.81 Comments DS:OK w/ notes. Inspection required. Subject to field inspection. _ I hereby certify that the setback distances proposed by Chis permit application are accurate,.and do not violate applicable ordinances, rules or regulations of the City of WheaC Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on.this application and that I assume full responsibility for compliance with the wheat Ridge Huilding Code (I.B.C) and all other applicable wheat Ridge ordinances, for work underthis permit. Plans subject to field inspection. Signature o£ contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if .(A) thework authorized is not commenced within sixty (60) days fsom issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3.If this permit expires, a new permit may be acquired for a fee of one-halE the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall. be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contzactor shall notify the auilding Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with auccessive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permitfor, nor an approval oE, any viol e provisions of the building codes or any other ordinance, law, rule oP regulation. All plan r~ s ect to £ie nspections. Signatu o Chi Build ng Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTSMUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Comm. Fire Sprinkler PERMIT - 060175 PERMIT N0: 060175 ISSUED: 03/31/2006 JOB ADDRESS: 7085 38th Av EXPIRES: 09/30/2007 DESCRIPTION: Wet fire sprinkler system for 2-story retail bldg.. CONTACTS gc 303/576-8157 01-7964 Central Fire Protection Cont. owner Ron Keifl Wheat Ridge Cyclery **PARCEL INFO ZONE CODE: UA USE: . UA ° SUBDIVISION: UA . BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 52,420.00 FEES Permit Fee . 864.25 ' TotalValuation .00 Use Tax 943.56 TOTAL 1,807.81 Comments DS:OK w/ Subject notes. Inspectionrequired. to field-inspection. T hereby certify that the setback distances proposedby 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 Huilding Code (I.H.C) and all other applicable Wheat Ridge Ordinances, Eor work under this permit. Plans subject to field inspection. Signature of contractor/owner date 1.. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Hvilding Codes of Wneat Ridge, Colorado or any other applicable ordinances of the City. 2. This pesmit shall expire if (A) the work authorized is not commenced within sixty (60) days £rom issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit espires, a new permit may be acquired for a fee of one-half the amount nozmally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Suilding Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit-for, nor an approva any olation o e provisions of the building codes or any other ordinance, law, rule or regulation. All p~.a~ ew~ su§ject ield inspections. of Chief Building Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. INSPECTION RECORD c4Oj"' 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-3855 Inspection Line (303J 234-5933 Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections Job Address 1j. Building Permit No. O-21:45 Date Issued Q Type Occupancy _5p, I Owner Contractor Contractor Address /o l- INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE APPROVAL DISAPPROVAL INSPECTOR INITIALS COMMENTS: Footings/Caissons Stemwall Reinforcing or Monolithic Weatherproof / French Drain Water/Sewer service Lines r UUM IVU L.UNUMr I t UN I IL H[6UVt rlAS DttN 01UNtU CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) UO NOT POUR I-LOOR UNTIL ABOVE HAS BEEN SIGNED Electrical Service Rough Electric Rough Plumbing Air Test Gas Piping Rough Mechanical Fram Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Frame / Interior Finish R.O.W & Drainage Fire Department Parking & Landscaping **NOTE: ADDITIONAL INSPECTIONS/ COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER OF W HE4rR. ~ m City of Wheat Ridge °OLoRM Comm. Fire Sprinkler PERMIT - 060175 PERMIT N0: 060175 ISSUED: 03/31/2006 JOB ADDRESS: 7085'38th Av EXPIRES: 09/30/2007 DESCRIPTION: Wet fire sprinkler system for 2-story retail bldg. CONTACTS . gc 303/596-8157 01-7964 Central Fire Protection Cont. owner - Ron Keifl Wheat Ridge Cyclery PARCEL INFO ZONE CODE: UA . USE: UA SUBDIVISION: UA BLOCK/LOT#: OI FEE SUMMARY ESTIMATED PROSECT VALUATION: 52,420.00 FEES Permit Fee 864.25 Total Valuation .00 Use Tax 943.56 TOTAL 1,807.81 Comments DS:OK w/ notes. Inspection required. Subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Huilding Code (I.B.C) and all other a e t Ridg Ordinances, for work under this permit. Plans-subject to field inspection. date 1 2 3 4 5 This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. - This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or wi11 be made in the original plans andspecifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work o£ any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Huilding Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. The issuance of a perm approval of drawings and specifications shall not be construed to be a permit for, nor an appro a violation o e provisions o£ the building codes or any other ordinance, law, rule or regulation. All a v_ , ie s~ja7ee field inspections. INSPECTION REQUSST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BEMADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWINGBUSINESS DAY. S1]RdtLLie OT Ch1Et tlll11a1RCJ ULL1ca1 COMIiIiUNITY DEVELOPMENT DEPARTMENT Building Permit Number: oF WHEqT~ BUILD.ING INSPECTION LINE - 303-234-5933 Date: CITY OP WHEC.T RIDGE. ° m 7500 WEST 29TH AVENUE . WHEAT RIDGE, CO 80033 - (303-235-2855) ~CORPO~ . . "PI,r,lCF:lA'1'O1F . Properry Owner: PrdpertyAddress: Phone: Contractor License No.: 0/~910~ i Company:/%,~~{JL f,ee 7?~~I_ / ~Phone: OWNER/CONTRACTOR SIGNATUREOF UNDERSiANDWG AND AGREEMENT :BGllli%I1qDBpt.VBll/at100F%C,/U/'C: I hereby certify that the setback distances proposed 6y this permit application are accurate, and do not violate-applicable ordinances, rules or regulations of the Ciry of `/alUe:$ W heat Ridge or covenants, ea5ements or restrictions of record; that all measurements shown, and allegations made are accura?e; that V have read and agree to abide by all Permit Fee:$ conditions printed on ihis application and that I assume full responsibility for plan Review Fee:$ compiiancewith the Wheat Ridge Building Code (I.B.C)and allofherapplicable Wheat Ridge Ordinances, for work under thjPlans su6ject to field inspection. Se Tay~X,1: 'i~/\l/-/ 'lIATF ~-Zf-/Y~ TOL61.$ Use of Space (description): ✓TTa 4 57ZXe'r'-"-/~a'.K Sh~aO ~ .o i_i1 ` ~~~P`J ,j'~• ra,/ 1~i«,~ Description of work:__ ;~~~/n/nJ t~.2~r /=..~e~2s✓.L~//r~r~~~? i~ ~ A,,~q~e~r~~srh~ ~S Sq. Ft. added X~91/_ . , . Expiration Date: Expiration Date: Expiration Date: ApprovaP Approval: Approval: (1) This permit was issued in accordance with the provisions setforth in yqur application and is su6jectto the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or anyother applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced wifhin sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) Ifthispermitexpires,anewpermitmaybeacquiredforafeeofone-halftheamountnormallyrequired,providednochanges have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, fuli fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainag'e problem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the-approval of dtawings and specifcations shall not be construed to be a permit for, nor an approvalof,anyviolationoftheprovisionsofthebuiidingcodesoranyotherordinance,law,ruleorregulation.Allplanreview is subJect to field Inspections: Chief Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: 6. . . . . _:.:.i . . O) 06 Permit No ~ J7 . Application Date: - Wheat Ridge Fire Protection District P.O. Box 507 • 3880 Upham Street • Wheat Ridge, Colorado 80034-0507 2 303-403-5900 Office • 303-940-0350 Fax • www.wfire.org 1~t a Contractor Information t ~Address: Name: SCo ftt r ~ I~ti .ow ~ M *4 Agent: 9van4 I)a„tTt U Address: f,7'77S' i j4-r v€ , Business: ~ (U 80239 Contact: r~ ~ Phone: Phone: v I attest the-above information to be accurate. I have received and reviewed the Inspection Comptiance and the Fee Schedule. This permit is the In property of the Wheat Ridge Fire Protection District and is issued subject W conditions contained herein. Upon any failure of any condition including m . failure of clearance of any permit paymenq this permit is subject to immediate revocatlon and the permit must be returned upon demand to a -representative of the Wheat Ridge Pire Protection District Uignature of Applicant: on Fd NOTICE: If construdiort is started prior to the issuance of a permit, T (3) times the normal fee will be assessed: ~ INSPECTION BY FiRE PROTECTION DISTRIGT REQUIRED? S ❑ NO ~ m Pos[ thispeimitin a ronspicuous place: Reqaestmquired inspections a minimum o~iiee days in aduance at303403-590Z. , IYPE OF PERMIT FORMULA (see fee schetlule sheet) FEES Tank Inspection No. of Tanks= Review Alarm System Plans System Value= Review Sprinkler System Plans System Value= +¢'Lt'?•~=- Review Misc. System Plans System Value= Review Building Plans Valuation= Special Handling or Use Plans Valuation= TOTAL FEES DUE TFT- T. 4-Y ~ M 0 Date Paid Amt.Paid l l , 1 i771j Method 'c 1 ` nitials . y`'' m r i ' A ❑ ToWI Bldg. 0'"41teratwn E~"I`vew ❑ Partial ❑ Other. i-t Field Inspedions and Dates: 0 Z ~Hydrostatic Tests and Dates: v Comments: ~ c,. X FIRE PROTECTiON DISTRICT APPROVAL IS REQUIRED PRIOR TO THE ISSUANCE OF THIS PERMIT. ❑ APPROVED ASSUBMITTED n 9~-CONDItiif7NA~..LY APPROVED (See Co~rneryts.) BY TITLE DATE M ' TYPE OF PERMIT FORMULA (see fee schedule sheet) FEES Site Assessment (Re-Submittal) No. of Sites Plan Revision (Re-Insped) No. of Hours After hours inspection 2 Hours + No. of Hours . TOTAL FEES DUE FINAL APPROVAL BY TITLE DATE u Date Paid ~ Amt. Paid 3 Methad Initials "1 VYHEAT RIDGE FIRE PROTECTION DISTRICT PO BOX 507 • 3880 UPHAM STREET • WHEAT RIDGE, COIORADO 800340507 303-403-5900 • FAX 303-940-0350 • WWW.WRFIRE.ORG Central Fire Protection Ryan Dantino 10775 Easi 51" Ave. Denver, Colorado 80239 March 27, 2006 Re: 7085 West 38tb Ave., vJheat IZidge Cyclery--Sprinkler System. The following requirements are made under the 2003 Intemational Fire Code adopted by the Fire Board of the Wheat Ridge Fire Protection District and the City Council of the City of Wheat Ridge, Colorado. L The location of the Fire Department Connection sha11 be on the west facing wall. The Location of the F.D.C. shall be within 100 feet of the hydrant serving the address. 2. The K-factor for the fl,ow sheets is incorrect vvith Yhe addition of a backflow preventor required by the water district. "s. Loverage oT ihe sprinicier system shall be complete for full coverage. Changes may be required upon rough-in if scope of work is not covered in these approved plans. 4. The Fire District shall be notified within 24 hours of rough in inspection. No grid ceiling shall be placed until inspections are done ansi all cflncerns are addressed. 5. The Fire District shall be notified of any changes to approved plans. 6. Replacement heads and head-wrench shall be irt a cabiaet within the riser room 7. The data plate shall be clearly labeled and mounted at the riser. All valves shall have tamper switches installed in the system. 8. A two-hour, two hundred p.s.i. tests shall be performed dnring the rough sn inspection. (Proper N.F.P.A. forms shall be submitted for the Fire Marshal to sign off on the system_) 9. Back flow preventor shall be approved by tne water district. lO.Signs shall be posted by the riser stating, "T'HES AREA TQ REMAIlV CLEAR AT ALL TIlVIES." The sign shatl be bolci IerrPrs w;th contrasting backgrounct. Letter shali be minimum Sin 3n heigbt 1 l.AIi Fire Lanes shall rexuaiu clear at aIl times during construction. ~ ~Ezisting ~s~ir~~ f Ezisting~ FIRE R~ER ~ ~ ~ 4 ? ° i' ~o ~os I, I I aos~r c~~s~c; ~ - ~ ~ ~ i ~ u° N ( W 1 ~ ~ ' ~ ~ ; ~ 1 ~ I ~ -i i0-0'r ~ ~ ~ j~ bJ rn ' HornlSt~'obe ~ , ~ ,,~F ~ - tira~z { ~ ~ ~ I 1 ? i - i i~ Fire Dept. Cannection g ~aa ~ap ~ao ~a~ s- 1 s-~ ~~i , ~o-o ~ o ~ ~ ~ " ~ ~i W ~ECENlNG ~ ~ ~ ~ ~ ~ ( fl ~ ! ~ il~ ~ I ~!g k I~ ~ C1 p Install 4 i , ~ ~l ~ ~ k------~--~----~ , 1-11at 1~-2i1 s-~i - ~ 1~5 ~drain~ ~ ~ s-s ~ -a+ ~ i-~a~z i~-o I, ~ s , ~a : ~ I --.►~s_ ~ ~ ~ Il i I - I w ~ ~ ~ ~=}T~ ~~7 ~ ~ - ~ ~ ~ ~.._--._11, ~ ~ ~ ~ I'1p I _ - _ ~ - . . i 1 . ~ . ~ u ~ ' ~ ~ . . t ~ . ~ , ~ , . U1P ~ ~ . . ~ ~ ' ~ I ~ t1~^7 , . iv ~ry ~ ~ ~ ~"K'J I ~ ~ . : ~--4. . _ ~ , ~ ~ . ~ ~ 4 , I ~ - V 1~ ~ .t ~J ~ ~ 0 . ~ . . . . . 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' ~ i f ! ~ ~ ~ ,I - ~ EXiSTING RETAi~ i EXISTlf~G R~TAIL r - ' I r ~ i ~ ~ ~ ~,~oT iN coNT~acT) ~ ;~;o~ co~~Rac~ ~ I I i U C S l, QIr Q c U. 0 ~1 I ~r i zo i t rLMII ; zo 2os zoe ~ 1 ; ( I ~ o ~ o a o i I 0 o ca e I; ~ , i I I ~ I I I i t I 1 I ~ ~ ~ t~ ~ ~t ♦ ~F v ~ ~r r .r a . ~ ~ e r ( ~ F ~ i . . ~ . . ~3 •.3 3 •.3 ' 9 I ( , 4'-2" ~ ~ i200 205 ;208 ' - I i ~ -KNI .-K,, I f IX TING REfAIl ~ DISPLAY 203 ~ Remote Area #2~ , typicai brarchiine , ~ ; ' 1 ( oa> a- s-a~z ' ~ sz2 ~ is 3.65 gaIIans ,2(I/9Q0 Sqft ~ 1 ~ ~ z-off K L A '00'6P moo' I N K L L Fl RST FLO Fl "Rt R ti ~ t. ~c, ~aao~e,d to- na~. mtG' Lw#R«j fp W ca e. - 8 co~,~ a.,~, ai, t. a,. f.~ ~ a1 ti f Y QT4.[~J S." TOP BEAY 0.AW w/+i ~ATR t 1 -YOP tz~4r~X W,Ts 01 4:~s~ (~.z) ~,YM iCNT '~Il~ME METAL ~ s FM' K NPT QRIF MF,~ IMDDEL# OWNER iS RESPONSlBLE I, 0.AM° ~NG1rS ~ + I ; ~ . q,~ -wooa eEAM i s ,~5 E, ~~-e• P_nden v ~Chror~e ,.5~ ,5.6 1/211C Clo~e ,~L5601 FOR PROViDlNG NEAT ~ OR TJI , ~ a ~AM o~- 46 Pendent Chror~e l ~ v S ~ 15,6 1~/2" 112 Gtok)e ~ GL5601 A B O V E 40 degrees, JOI S T --snMMr suPER scREw Wl~ ~w/ ~ N 9 2 ' ~prigh,t Bro.ss ' 155 5,6 112" 1t2 GIoF~e GL5615 ADEQUATE ENOUGH TO ` ' -AI.L THRD ROD P R E VE N T T H E FR E EZ! N G _ Sw;ve, R;n9 FOR e* ANo L,~~ NPE ~ OF THE SWfVBI Ring USE ATTACHMEN;S -SwivCl Rilit~ SPRINKLER _ „ _ 1_ PIPING. ~~8 ~ HANGER #1 HANGER #2 NANGER #3 168 TOTAL THIS SHEET t ~ ~l3 i ~ ~ ~ Q ~ d = cfln0 ~~o ~ y• ~ ~ lD ~ ~ O ~ t~ ' ~ _ s I~ m ~ ~ ~ c~ ~ _ _ _ ~ EXISTlNG ~ . ROOF BELOW od ~L ~ ~-~0 ~ 0 ~ , ~ C y ■ a Q ~ ~ fi~ t~ ~ 'b'~' i j ' ' DOWI ~ ~~~S~ ~ N~I 1 c ~o ~ . ~ I ~ ~ 1 221 I 222 22~ I ~ ~ 'o ' ~ ~ a ~ i t I - ~ ' i . ~.~,.:r~. , ~ . I. t h y O 9-B ~ 9-6 ~ 9-6 8-8 ~ 9-6 ~ - , ~-D ^I~ ry n - ~ ; ~ , ;i 0 ~ ~ ( a ~ ~ ~ ~s f i ~-0 4-s~~ . =o-!--~ _ . UL II ~ ; ,~,M~ ' . ~ ~ ~ ~ , ~ ~ . ti i II ( ;-~=~z ~ I I i: ~ ~ 9 ~ , , r, ~ I I , , ' 9-6 9-6 9-8 9-6 9-6 9~6~ 5-0 4-B~~ B-0 ----~-q' ~ ( ~ ~ ~ r I ti~ ; I i R~~~. ~ 220 ~r _ - , C , _ ~ I , o~ , ~ ~ - ~ ~ OPEN Tq BELOW - - - ~ ~ - F~TING N ' I ~p Z o ~ n.. _ 2~9 ~ ~ I ~ , ~ ~ , , P'f' , ~ ~ + . - i ~ ~ I ~'6 q 9-6 9-6 9-8 9-6 i 9-6 ~ iY { S-0 4 6 s i ~i g-p ! ~ ~ i ~OWPt ~ ~0 _ ~ ~ ~ ~ --~7_~_~ ~ ~ ti~ CD N I Spr~nkler in ~ - • I ~ ~ ~ ~ ~ , , ool~ i ~ esfibule ~ FITtING# INO tA N~ II ~ ~ : ~ ~ ~ I - ~ ~ , ; 218 • I I ~ ~ ~t2 , ~ f-f- I.~~. ~ I ~ ~ ~ I ~ ~ ~ _ , ~i -o M ~ ~ ~ ( ~ ~ ~ ~ 110 , i t t ~ ~i 1~ ~ ~ ~ _j i ~ ~ ~ ~ 113 ~ 33, $3 _ ~ ~ ~ l `3 ~ ~ ; ~ ~ ~ I ~ ~ ry 14 ~ I ~ 1~~ ~ ' O ~ ~ 1 ~ ~ . - ~ 8-d"~ 8-b 9-6 9-6 9-6 + ~ ~ &-6 5-0 4-6rs ~ -0 90'-0 ( ~i..i ( ' ( ~ ` ~ I ( ~ W R~S~ATi N _____J I 2~z I I ~ i i ~rnr~c # - _ I I ~ ~ ; 217 W KSiATI M ; I I r--, ~ ~ i 21 ~ 1t75 106 ~ 107 } , 1081 109 ~ ~ ~~'~i - ~ ~ = a ~~i ~332; 82 ~ ! ' ~ ~ ~ 9-6 9-6 9-6 9-6 9-6 9- , 5-0 4- ~ - + ~ ~ 6 i 4 o~ , iQ'-D ~ i Q! ~ I `L ~ o. . ~ ~ d w~4 r i i I , v~ ~ i _ _ : II ~ , ~ L c ~ ~ ~ " ~ , , .a _ ~ ~ _ t I I ' - ~ I ^ ~ II ~ ~ ' ~ , I , ~ ~ : _ ~ ~ , - ~ I I I r--~ ~r" ~ ~ ~ ~ ~ o~ , , ' iai 1a , z~ ~ ~ ~ 1D ( 3 ~ ~ ~ ~ 1 D4 . ~ ~ ~ --~t-.b31-.a..~ BS ~ - _ ~ ~ ' 'i ~ ~ i , ~ _ §'b 9-6 9-5 5-b 6r ~ 'C7 ' ' 5-0 3-6~s , ~ ~cv - - ~ _ - ~ I ~ ~ o~ ~ ~ , ~ ~ ~ ~ ti~ r - I , - - - _ . ;r ~ , , . ~ . I ~ - : ~ . . \ , i , ~ ~ . ~ ~ ; ~ . . ; ~ I - ~ I r ~ = z..a--_ . ~ ' LJ I _ ( Remat~ Area #l ~ ~ .20/1~ s ft 3 I f q d ~ ~ ~ I I ~ I ~ i 1 I - i F I I ~ I , ~ ~ ~ ao ~ m I ' ~ co ~ X ~ - a cc I ~ ~ ^ a 1 ry ~ ~ EXISTING ~ ~ cC ~ ~ ~ ~ ROOF BELOW v ~ i ~ _ ~ ~ I L.IVI . i ~ FOR ~ NEW_2=STORY RETAIL BUILDING AND ADJACENT EXISTI - N i i ~ ~ o i BlJ1LDiNGS PER N.F.P.A.'13 AND WNEAT RIDGE FIR DEPT i i I ~ , ' 1 32 624 ' , o 5. AREA OF PROTECTI0~1 ,SQ. FT. I - 16. C 0NST T ~ RUCTION YPE. WOOD STEEL JOISTS ~ o - ~ ~ I ~ i I ~ ; ~ ~_j ' i ~ ~ ~ i I ~ i ( 0'6 E N 0"'6 aw"L 0 0 R F I I"HhE f 'LlmKLE"6 PL aL H N ar~n~wnur~ f~a.t i~ ia not ~a. EQ, ~a~od4u.ad,. loa.,,.d oti a~,.d f~.. ~ ~ 11 t r1 ia +wE ~ 4 h,c,~.eaoa,d ~ • `~~°N~i°~4~' ' - - . ta ~ ~ ~ ~ ~ ~ i~ndu',~al av~ kon, ~ w~neem.~ r nr~ ' ~ ca e. 0~ , ~ = ~ ~ ~ i { i NOT ES - ttP Kau 0.aiP w/3,°Aa asa m IN KLEFRE3 I "'10P Btw ' {2)30' NEx NUtS w/ 3g' MA5H#'R. (1,2) ~ ; OWNER IS RESPONSIBLE ~ ~ sYM cNT INaMF IME~AL T~r~~ t K N~T R~~ E Mr G. MO,~~.L# -W000 BEAM ' ; ~ s+~ae s~+ur F FOR PROVIDING HEAT, oRji, a~ 6 1PCSEn.6-0 ~24 ~'endent Chro~,e 1S~ 15.6 li2° 1112° Globe ~~560~ ~ K,~ _.,R ~ r; C~ A B ~ V ST ~ ~ ~ 4 ~ ~I~ t'~~~, ~2 ,Jp~~ght I$ra55 ~ ~ ~ 1/ ~ g 2 ,l/~ G,,,~._ GL.561.~ ~ JLL (2) dEx ~ur w/ ~ ! ~ D E Q U A~E E N ~SAMMY SUPER SCREW OU~i H TO o; ~a. (trr,z) -ALl THRD R0D "m PREVENT THE FREEZING i -$wive) Ring FOR d' uJ6 URCER PIPE p F USE AnACHWEN,S THE SPRINKLER - sWivel Rin9 -5w,vel Rin9 i 1/,~ 1,-0,) P i P 8 = ING. HANGER 1 HANGER ~ 2 NA ~ NGER #3 ' 116 T 0TA L T 1--~ I-- S S HE ET I ~ ~ ji (EENTRAL Fire Protection Contractors, Inc. 10775 EAST S1ST AVENUE DENVER, CO 80239 303-576-8157 FAX 303-576-8159 cfpc@cfpaus WHEAT RIDGE CYCLERY 7085 WEST 38TH AVENLTE WHEAT RIDGE, COLORADO Hydraulic Calculations & Product Submittal NIARVIIV E. HEATH ~ ~VI ET IV # 79201 --E-~ Wheat Ridge Cyclery Drawing Date:3-20-06 3119106 16:28 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Wheat Ridge Cyclery Location: 7085 West 38th Avenue Wheat Ridge, Colorado Drawing Date: 3-20-06 Remote Area Number: 1 Contractor: Central Fire Protection Telephone:(303)576-8157 10775 East 51st Avenue Denver, Colorado 80239 Designer: Ryan Dantino Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Wood/Steel Joists Reviewing Authorities:Wheat Ridge Fire Dept. Occupancy:Retail/General Storage SYSTEM DESIGN Code:NFPA #13 Hazard:Ord II System Type:WET Area of Sprinkler Operation 1500 sq fti Sprinkler or Nozzle Density (gpm/sq ft) 0.200 I Make: GLOBE Area per Sprinkler 111 sq ftl Model: GL QR Hose Allowance Inside 100 gpm I K-Factor: 5.60 Hose Allowance Outside 150 gpm ( Temperature Rating: 155 CALCULATION SUMMARY 14 Flowing Outlets gpm Required: 604.9 psi Required: 62.0 @ Source R SUPPLY Water Flow Test ~ Pump Data I Tank or Reservoir Date of Test 05-17-05 ~ Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 70.0 psi ~ Rated Pressure 0.0 psi ~ Elevation 0 Residual Pres 50_0 psi ~ Elevation 0 I At a Flow of 1390 gpm ~ Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: 38th & Highcourt Source of Information: Wheat Ridge Water Dept. . SYSTEM VOLUME 720 Gallons Notes: Waterflow test reduced 10% per state requirement. 0 N ti 7 V oa p a ~n LL ~ 3•i V O 0 0)H Go E E N O. Q Ci Of m 3oL°n 0 Q ~ y a w o x -S O E ~.~a o LO r ~ ~ ~ ~ .oa LL-T a uyi m a~ d« co t •N .tA d=m aarn.a O O O L o, 1- 4~"M ~ d O N N r L (A ~ N ~ 0 ~a a m o N V N ~ W N O fp ~LL~ a) O ~ ~ ~ N ~ > O U Q p UwU~ 000 d Cc cm (M ~ II y ~ Q Lo N O MiODLd ~j E J~ rcD- - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - ~ ~ ~ ~ ~ O t E a ~ 0 ~ N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O O O O O ~ I- (O Lq ~ c0 N r ~ D D ~ ~ a E a n ~ n 3 0 LL 0 N a LO r M O 0 M in N N O ~ acn - wheat Ridge Cyclery Drawing Date:3-20-06 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC LENGTH C ID 3119106 16:28 FLOW LOSS gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 1 Pipe 4" DFx50 ALLIED 6' 120 4.310 1 4"Other Va1ve CSC Riser Manifold 10` 120 4.026 1 4" Grvd 90 E11 Fire-lock 7' 120 4.026 1 4" Grvd Back Flow Valve AMES "C200 CHART LOSS 1 4" Grvd 90 E11 Fire-lock 7' 120 4.026 Elevation Change 1010" Fixed Flow Inside Hose Hydr Ref R1 Required at Base of Riser 1 6" MJ 90 E11 DI 21' 120 6.065 1 Pipe 6" DIx18 DUCTILE IRON PIPE 50' 140 6.215 1 6" Fingd Gate Valve KENNEDY "3068" 6' 120 6.065 1 6" MJ Tee MECH JOINT 45' 120 6.065 Fixed Flow Outside Hose Hydr Ref R2 Required at Source Water Source 70.0 psi static, 50.0 psi residual @ 1390 gpm SAFETY PRESSURE 355 50.5 psi 355 0.2 355 0.4 355 0.3 355 5.3 355 0.3 4.3 100 gpm 455 61.2 psi 455 0.2 455 0.3 455 0.0 455 0.4 150 gpm 605 62.0 psi 605 gpm 65.7 psi 3.7 psi 9vailable Pressure of 65.7 psi Exceeds Required Pressure of 62.0 psi l7iis is a safety margin of 3.7 psi or 6% of Supply Maximum Water Velocity is 19.3 fps Wheat Ridge Cyclery Drawing Date:3-20-06 3119106 16:28 I,EGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x-\/P 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 deq E11 45 - 45 deg E11 T- Tee I,T - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Tota1 pressure (psi) at £itting 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. 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 - Path #l is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Wheat Ridge Cyclery Drawing Date:3-20-06 3119106 16:28 REMOTE AREA #1 FLOW (GPM) PIPE # OF LENGTH FITS FEET PAGE 1 PRESSURE BRANCH LINE SUMIIdARY TO BEAD FlYD REF OUTLET SIZE 90 45 PIPE VEIACITY 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 REEERENCE 100 TO W(PRIMARY PATH) HEAD 100 22.8 1" 0 0 916" 8.0 fps 16.5 16.5 0.21 gpm/sq ft 1.080" 0 0 0" 0.143 1.4 0.0 K= 5.60 22.8 120 DT 0 9'6" 0" 0.0 16.5 HEAD 101 23.7 134" 0 0 9`6" 9.7 fps 17.9 17.9 0.21 gpm/sq ft 1.408" 0 0 0" 0.147 1.4 0.0 K= 5.60 46.4 120 DT 0 9'6" 0" 0.0 17.9 HEAD 102 24.6 134" 0 0 916" 14.5 fps 19.3 19.3 0.22 gpm/sq ft 1.408" 0 0 0" 0.324 3.1 0.0 K= 5.60 71.0 120 DT 0 9'6" 0" 0.0 19.3 HEAD 103 26.5 11,fi" 0 0 916" 15.0 fps 22.4 22.4 0.24 gpm/sq ft 1.639" 0 0 0" 0.278 2.6 0.0 K= 5.60 97.5 120 DT 0 916" 0" 0.0 22.4 HEAD 104 28.0 1W" 0 0 916" 19.3 fps 25.0 25.0 0.25 gpm/sq ft 1.639" 0 0 0" 0.443 4.2 0.0 K= 5.60 125.5 120 DT 0 916" 0" 0.0 25.0 REF 331 2" 0 0 16'5" 11.7 fps 29.2 2.104" 2 0 2010" 0.131 4.8 125.5 120 DT 0 3615" 1'11" 0.8 REF Bl 4" 0 0 11'7" 2.8 fps 34.8 4.310" 0 0 0" 0.004 0.0 125.5 120 DF 0 11'7" 0" 0.0 REF B2 122.5 4" 0 0 11`7" 5.5 fps 34.9 PATH 2 4.310" 0 0 0" 0.014 0.2 K= 20.74 248.0 120 DF 0 1117" 0" 0.0 REF B3 106.9 4" 6 0 106'2" 7.9 fps 35.0 PATH 3 4.310" 3 0 120'0" 0.027 6.2 K= 18.07 354.9 120 DF 0 226'2" 1115" 5.0 CONTINUED 46.2 psi Wheat Ridge Cyclery Drawing Date:3-20-06 3119106 26:28 REMOTE AREA #1 FI.OYI (GPM) PIPE # OE LENGTH FIT3 FEET PAGE 2 PRESSURE BRANCH LINE SLJMMARY TO HEAD HYD REF OUTLET 3IZE 90 45 PIPE VEIACITY Pt Pt Pn ELEV ID T LT FITTINGS IASS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 100 TO W(PRIMARY PATH) CONTINUED REF A4 4" 1 0 8314" 7.9 fps 46.2 4.310" 0 0 10'0" 0.027 2.5 354.9 120 DF 0 93'4" 0" 0.0 REF AS 4" 0 0 7'10" 7.9 fps 48.7 4.310" 0 0 0" 0.027 0.2 354.9 120 DF 0 7'10" 0" 0.0 REF A6 4" 0 0 3`6" 7.9 fps 48.9 4.310" 0 0 0" 0.027 0.1 354.9 120 DF 0 3'6" 0" 0.0 REF A7 4" 0 0 811" 7.9 fps 49.0 4.310" 0 0 0" 0.027 0.2 354.9 120 DF 0 811" 0" 0.0 A8 4" 2 0 25'2" 7.9 fps 49.2 4.310" 0 0 20'0" 0.027 1.2 354.9 120 DF 0 45'2" 0" 0.0 REF W 354.9 gpm PATH 1 K= 49.96 50.5 psi PATH 2 FROM HYDRAULIC REFERENCE 105 TO B2 HEAD 105 22.2 1" 0 0 916" 7.9 fps 15.7 15.7 0.20 gpm/sq ft 1.080" 0 0 0" 0.137 1.3 0.0 K= 5.60 22.2 120 DT 0 916" 0" 0.0 15.7 HEAD 106 23.1 11"'" 0 0 9'6" 9.4 fps 17.0 17.0 0.21 gpm/sq ft 1.408" 0 0 0" 0.141 1.3 0.0 K= 5.60 45.3 120 DT 0 9'6" 0" 0.0 17.0 HEAD 107 24.0 14'4" 0 0 916" 14.4 fps 18.4 18.4 0.22 gpm/sq ft 1.408" 0 0 0" 0.309 2.9 0.0 K= 5.60 69.3 120 DT 0 916" 0" 0.0 18.4 CONTINUED 21.3 psi wheat Ridge Cyclery Drawing Date:3-20-06 3119106 16:28 REMOTE AREA #1 FLOW (GPM) PIPE # OF LENGTH FITS FEET PAGE 3 PRES3URE 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 PATB 2 FROM HYDRAULIC REFERENCE 105 TO B2 CONTINUED HEAD 108 25.8 1'-1" 0 0 916" 14.6 fps 21.3 21.3 0.23 gpm/sq ft 1.639" 0 0 0" 0.265 2.5 0.0 K= 5.60 95.1 120 DT 0 916" 0" 0.0 21.3 HEAD 109 27.3 14~" 0 0 916" 18.8 fps 23.8 23.8 0.25 gpm/sq ft 1.639" 0 0 0" 0.423 4.0 0.0 K= 5.60 122.5 120 DT 0 916" 0" 0.0 23.8 REF 332 2" 0 0 1914" 11.4 fps 27.8 2.104" 2 0 2010" 0.125 4.9 122.5 120 DT 0 3914" 4110" 2.1 REF B2 122.5 gpm PATH 2 K= 20.74 34.9 psi PATH 3 FROM HYDRAULIC REFERENCE 110 TO B3 HEAD 110 25.8 134" 0 0 9'6" 5.4 fps 21.2 21.2 0.23 gpm/sq ft 1.408" 0 0 0" 0.050 0.5 0.0 K= 5.60 25.8 120 DT 0 916" 0" 0.0 21.2 HEAD 111 26.0 13,1" 0 0 916" 10.8 fps 21.6 21.6 0.23 gpm/sq ft 1.408" 0 0 0" 0.180 1.7 0.0 K= 5.60 51.8 120 DT 0 9'6" 0" 0.0 21.6 HEAD 112 27.1 11z" 0 0 916" 12.1 fps 23.3 23.3 0.24 gpm/sq ft 1.639" 0 0 0" 0.187 1.8 0.0 K= 5.60 78.9 120 DT 0 916" 0" 0.0 23.3 HEAD 113 28.1 11,5" 0 0 916" 16.4 fps 25.1 25.1 0.25 gpm/sq ft 1.639" 0 0 0" 0.329 3.1 0.0 K= 5.60 106.9 120 DT 0 9'6" 0" 0.0 25.1 REF 333 2" 0 0 20111" 10.0 fps 28.2 2.104" 2 0 2010" 0.098 4.0 106.9 120 DT 0 40'11" 615" 2.8 REF B3 106.9 gpm PATH 3 K= 18.07 35.0 psi Wheat Ridge Cyclery Drawing Date:3-20-06 3119106 26:28 FIYDRAULIC DESIGN INFORMIiTION SHEET Job Name: Wheat Ridge Cyclery Location: 7085 West 38th Avenue Wheat Ridge, Colorado Drawing Date: 3-20-06 Remote Area Number: 2 Contractor: Central Fire Protection Telephone:(303)576-8157 10775 East Slst Avenue Denver, Colorado 80239 Designer: Ryan Dantino Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Wood/Steel Joists Reviewing Authorities:Wheat Ridge Fire Dept. SYSTEM DES Occupancy:Retail/General Storage Code:NFPA #13 Hazard:Ord II System Type:WET Area of Sprinkler Operation 900 sq ftl Sprinkler or Nozzle Densi ty (gpm/sq ft) 0.200 I Make: GLOBE Area per Sprinkler 130 sq fti Model: GL QR Hose Allowance Inside 100 gpm I K-Factor: 5.60 Hose Allowance Outside 150 gpm I Temperature Rating: 155 2ALCULATION SUMMARY 10 Flowing Outlets gpm Required: 536.0 psi Required: 60.0 @ Source SUPPLY Water Flow Test ~ Pump Data ~ Tank or Reservoir Date oP Test 05-17-05 ~ Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 70.0 psi I Rated Pressure 0.0 psi ~ Elevation 0 Residual Pres 50_0 psi ~ Elevation 0 I At a Elow of 1390 gpm I Make: I Well Elevation 0" I Model: I Proof Flow 0 gpm Location: 38th & Highcourt Source of Information: Wheat Ridge Water Dept. SYSTEM VOLUME 720 Gallons Notes: Waterflow test reduced 10% per state requirement. O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - u t c 1 f 1 - - - - - - - - i ~ a - - - - - - - - - - - ~ ~ - - c - - - - - - - - - - - - - m ~ N = o L ~ E ~ a co 0 o c .i - - - - - - - - - - - ~ - - - - - - ~ 0 (J O J N N - - - - - - - ❑ - - - - - - - - - - - - - - - - - - - - - - - - - - - - N f 6 N Q N O ~ N ~ ~ M O N ~ ~ ~ 7 ~ ) J ~ 7 D G Q n -S O LL ~ n a LO ~ M O O [O LO N N O LO I arn - wheat Ridge Cyclery Drawing Date:3-20-06 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC LENGTH C ID 3119106 16:28 FLOW L03S gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 1 Pipe 4" DFx50 ALLIED 6' 120 4.310 1 4"Other Valve CSC Riser Manifold 10' 120 4.026 1 4" Grvd 90 E11 Eire-lock 7' 120 4.026 1 4" Grvd Back Flow Valve AMES "C200 CHART LOSS 1 4" Grvd 90 E11 Fire-lock 7' 120 4.026 Elevation Change 1010" Fixed Flow Inside Aose Hydr Ref Rl Required at Base of Riser l 6" MJ 90 Ell DI 21' 120 6.065 1 Pipe 6" DIx18 DUCTILE IRON PIPE 50' 140 6.215 1 6" Fingd Gate Valve KENNEDY "3068" 6' 120 6.065 1 6" MJ Tee MECH JOINT 45' 120 6.065 Fixed Flow Outside Hose Hydr Ref R2 Required at Source Water Source 70.0 psi static, 50.0 psi residual @ 1390 gpm SAFETY PRESSURE 286 50.3 psi 286 0.1 286 0.3 286 0.2 286 4.0 286 0.2 4.3 100 gpm 386 59.3 psi 386 0.1 386 0.2 386 0.0 386 0.3 150 gpm 536 60.0 psi 536 gpm 66_6 psi 6.6 psi lvailable Pressure of 66.6 psi Exceeds Required Pressure of 60.0 psi This is a safety margin of 6.6 psi or 10 % of Supply Maximum Water Velocity is 20.8 fps wheat Ridge CycZery Drawing Date:3-20-06 LEGEND 3119106 26:28 HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x-\/P 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 Ell 45 - 45 deg E11 T- Tee LT - Long Turn 90 Ell 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. 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 - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths Wheat Ridge Cyclery REMOTE AREA #2 FLOW (GPM) PIPE HYD REF OUTLET SIZE ID K FACTOR PIPE C TYPE Drawing Date:3-20-06 # OF LENGTH FITS FEET 3129106 16:25 PAGE 1 PRESSURE BRANCH LINE SUbIIdARY TO HEAD 90 45 PIPE ~ VEIACITY Pt Pt Pn ELEV T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 203 TO W(PRIMARY PATH) HEAD 203 24.6 1" 0 0 6`5" 8.7 fps 19.7 19.7 0.60 gpm/sq ft 1.080" 1 0 510" 0.166 1.9 0.3 K= 5.60 24.6 120 DT 0 1115" 0" 0.0 19.4 REF 322 24.9 114" 0 0 515" 10.3 fps 21.6 PATH 2 1.408" 0 0 0" 0.166 0.9 K= 5.36 49.5 120 DT 0 5'5" 0" 0.0 HEAD 205 26.0 1;1" 0 0 1417" 15.7 fps 22.5 22.5 0.20 gpm/sq ft 1.408" 0 0 0" 0.363 5.3 0.9 K= 5.60 75.5 120 DT 0 14'7" 0" 0.0 21.6 HEAD 206 28.9 13,1" 0 0 1417" 16.0 fps 27.8 27•8 0.22 gpm/sq ft 1.639" 0 0 0" 0.315 4.6 1.1 5.60 104.4 120 DT 0 14`7" 0" 0.0 26.6 HEAD 207 31.2 1'-z" 0 0 1417" 20.8 fps 32.4 32.4 0.24 gpm/sq ft 1.639" 0 0 0" 0.511 7.5 1.3 K= 5.60 135.6 120 DT 0 14'7" 0" 0.0 31.1 REF 321 2" 1 0 7110" 12.6 fps 39.8 2.104" 1 0 15'0" 0.151 3.5 135.6 120 DT 0 22`10" 1'0" 0.4 REF A2 88.1 4" 0 0 8'10" 5.0 fps 43.7 PATH 3 4.310" 0 0 0" 0.012 0.1 K= 13.33 223.8 120 DF 0 8'10" 0" 0.0 REF A3 62.2 4" 2 0 119'3" 6.4 fps 43.8 PATH 4 4.310" 4 0 100'0" 0.018 4.0 K= 9.40 286.0 120 DF 0 219'3" -1'0" -0.4 REF A4 4" 1 0 8314" 6.4 fps 47.4 4.310" 0 0 10'0" 0.018 1.7 286.0 120 DE 0 93'4" 0" 0.0 CONTINUED 49.1 psi wheat Ridge Cyclery Drawing Date:3-20-06 3119106 16:28 REMOTE AREA #2 FLOW (GPM) PIPE # OF LENGTH EITS FEET PAGE 2 PRESSURE SRANCH 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 203 TO W(PRIMARY PATH) CONTINUED REF A5 4" 0 0 7'10" 6.4 fps 49.1 4.310" 0 0 0" 0.018 0.1 286.0 120 DE 0 7'10" 0" 0.0 REF A6 4" 0 0 3`6" 6.4 fps 49.2 4.310" 0 0 0" 0.018 0.1 286.0 120 DF 0 3'6" 0" 0.0 REF A7 4" 0 0 8`1" 6.4 fps 49.3 4.310" 0 0 0" 0.018 0.1 286.0 120 DF 0 8'1" 0" 0.0 REF A8 4" 2 0 25'2" 6.4 Pps 49.5 4.310" 0 0 20'0" 0.018 0.8 286.0 120 DF 0 45'2" 0" 0.0 REF W 286.0 gpm PATH 1 K= 40.34 50.3 psi PATH 2 FROM HYDRAULIC REFERENCE 204 TO 322 HEAD 204 24.9 1" 0 0 3'10" 8.8 fps 20.1 20.1 0.61 gpm/sq ft 1.080" 1 0 5'0" 0.169 1.5 0.3 K= 5.60 24.9 120 DT 0 8'10" 0" 0.0 19.7 REF 322 24.9 gpm PATH 2 K= 5.36 21.6 psi PATH 3 FROM HYDRAULIC REFERENCE 200 TO A2 HEAD 200 28.0 1" 0 0 14'7" 9.9 fps 25.4 25.4 0.22 gpm/sq ft 1.080" 0 0 0" 0.210 3.1 0.4 K= 5.60 28.0 120 DT 0 14'7" 0" 0.0 25.0 HEAD 201 29.3 1<" 0 0 14'7" 11.9 fps 28.5 28.5 0.23 gpm/sq ft 1.408" 0 0 0" 0.217 3.2 1.1 K= 5.60 57.3 120 DT 0 14'7" 0" 0.0 27.3 CONTINUED 31.7 psi wheat Ridge Cyclery Drawing Date:3-20-06 3119106 16:28 REMOTE AREA #2 FLOW (GPM) PIPE # OF LENGTH FITS FEET PAGE 3 PRESSURE BRANCH LINE SUM[dARY TO BEAD HYD REE OUTLET SIZE 90 45 PIPE VEIACITY Pt Pt Pn ELEV ID T LT FITTINGS L03S PSI/ET P£ Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 200 TO A2 CONTINUED HEAD 202 30.9 ls" 0 0 14'7" 18.3 fps 31.7 31.7 0.24 gpm/sq ft 1.408" 0 0 0" 0.483 7.0 1.3 K= 5.60 88.1 120 DT 0 14'7" 0" 0.0 30.4 REF 320 13,~" 1 0 7'10" 13.5 Pps 38.7 1.639" 1 0 12`0" 0.230 4.6 88.1 120 DT 0 19'10" 1'0" 0.4 REF Al 4" 0 0 718" 2.0 fps 4J.1 4.310" 0 0 0" 0.002 0.0 88.1 120 DF 0 7'8" 0" 0.0 REF A2 88.1 gpm PATH 3 K= 13.33 43.7 psi PATA 4 FROM HYDRAULIC REFERENCE 208 TO A3 HEAD 208 30.4 1" 0 0 14'7" 10.8 fps 30.0 30.0 0.23 qpm/sq ft 1.080" 0 0 0" 0.245 3.6 0.5 K= 5.60 30.4 120 DT 0 14'7" 0" 0.0 29.5 HEAD 209 31.8 1w" 0 0 29'2" 12.9 fps 33.6 33.6 0.24 qpm/sq ft 1.408" 0 0 0" 0.253 7.4 1.3 K= 5.60 62.2 120 DT 0 29'2" 0" 0.0 32.3 REF 323 1'i~" 1 0 7'10" 9.6 fps 41.0 1.639" 1 0 12'0" 0.121 2.4 62.2 120 DT 0 19'10" 1'0" 0.4 REF A3 62.2 gpm PATH 4 K= 9.40 4 wheat Ridqe Cyclery Drawing Date:3-20-06 3119106 16:28 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Wheat Ridge Cyclery Location: 7085 West 38th Avenue Wheat Ridge, Colorado Drawing Date: 3-20-06 Remote Area Number: 3 Contractor: Central Fire Protection 10775 East Slst Avenue Denver, Colorado 80239 Designer: Ryan Dantino Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: Wood/Steel Joists Reviewing Authorities:Wheat Ridge Fire Dept. SYSTEM DE Telephone:(303)576-8157 Occupancy:Retail/General Storage Code:NFPA #13 Hazard:Ord II System Type:WET Area of Sprinkler Operation 900 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.200 I Make: GLOBE Area per Sprinkler 130 sq ftl Model: GL QR Hose Allowance Inside 100 gpm ~ K-Factor: 5.60 Hose Allowance Outside 150 gpm ~ Temperature Rating: 155 ;AI,CULATION SUMMARY 12 Flowing Outlets gpm Required: 597.2 psi Required: 53.8 @ Source PLY Water Flow Test ~ Pump Data ~ Tank or Reservoir Date of Test 05-1 7-05 ~ Rated Capacity 0 gpm ~ Capacity 0 gal Static Pressure 70_0 psi ~ Rated Pressure 0.0 psi ~ Elevation 0 Residual Pres 50.0 psi I Elevat ion 0 ~ At a Flow of 1390 gpm ~ Make: ~ Well Elevation 0" ~ Model: ~ Proof Flow 0 gpm Location: 38th & Highcourt Source of Information: Wheat Ridge Water Dept. VOLUME 720 Notes: Waterflow test reduced 10?s per state requirement. r U 7 9 O~ ` u~ pa lr LL ~ ~ V O L SL T ~ v m cn r O n _ N V 0)m R Q ~ 3 « 0 ¢ d o N 5 x50 _ E N O. N fl. Ol d aoro rn ~ < . n"~ > N > N . 3 ~ ` L N i LBa a LL T s E d mom ~arm oa, 0 Ln L N m O _2 •N .W G G Coo O O O L O 0 ~ ~ ~ O ~ M ~ O N L Lh o a m o ~ 0~0-;d Aiom ~ co M LL 0 a) o ~ ~ ~ om N ~ > O U Q p ~jwUco ro coM C)~ o~aQ ID m o N y ~ L a 0 L E 7 ~ 0 r- O O O O O O r (p tn It M N av)- 0 uO r ~ i~ G n ~ u 3 n O LL wheat Ridge Cyclery Drawing Date:3-20-06 3119106 16:25 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW L033 QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 3 347 42.5 psi 1 Pipe 4" DFx50 ALLIED 6' 120 4.310 347 0.2 1 4"Other Va1ve CSC Riser Manifold 10' 120 4.026 347 0.4 1 4" Grvd 90 E11 Fire-lock 7' 120 4.026 347 0.3 1 4" Grvd Back Flow Valve AMES "C200 CHART LOSS 347 5.1 1 4" Grvd 90 E11 Fire-lock 7' 120 4.026 347 0.3 Elevation Change 1010" 4.3 Fixed F1ow Inside Hose 100 gpm Hydr Ref Rl Required at Base of Riser 447 52.9 psi 1 6" MJ 90 E11 DI 21' 120 6.065 447 0.2 1 Pipe 6" DIx18 DUCTILE IRON PIPE 50' 140 6.215 447 0.3 1 6" Fingd Gate Valve KENNEDY "3068" 6' 120 6.065 447 0.0 1 6" MJ Tee MECH JOINT 451 120 6.065 447 0.4 Fixed Flow Outside Hose 150 gpm Hydr Ref R2 Required at Source 597 53.8 psi Water Source 70.0 psi static, 50.0 psi residual @ 1390 gpm 597 gpm 65.8 psi SAFETY PRESSURE 12.0 psi 9vailable Pressure of 65.8 psi Exceeds Required Pressure of 53.8 psi This is a safety margin of 12.0 psi or 18 % of Supply Maximum Water Velocity is 19.9 fps Wheat Ridge Cyclery Drawing Date:3-20-06 LEGEND 3119106 16:28 HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x-\/P 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 deq E11 45 - 45 deg E11 T- Tee LT - Long Turn 90 E11 SPEC - Fitting other than above or fittinq 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. 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 - Path #1 is from the most remote head bac - Later Paths are from the next most remote defined paths these Calculations k to the water source. head back to previously wheat Ridge Cyclery Drawing Date:3-20-06 3119106 16:28 REMOTE AREA #3 FLOW (GPM) PIPE # OF LENGTH FITS FEET PAGE 1 PRESSURE BRANCH LINE SLJMt7ARY 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 FiYDRAULIC REFERENCE 303 TO W(PRIMARY PATH) HEAD 303 26.0 1" 0 0 13'0" 9.2 fps 21.6 21.6 0.20 gpm/sq ft 1.080" 0 0 0" 0.183 2.4 0.0 K= 5.60 26.0 120 DT 0 13'0" 0" 0.0 21.6 HEAD 304 27.4 1=1" 0 0 1310" 11.1 fps 23.9 23.9 0.21 gpm/sq ft 1.408" 0 0 0" 0.191 2.5 0.0 K= 5.60 53.4 120 DT 0 13'0" 0" 0.0 23.9 HEAD 305 28.8 19" 0 0 1310" 17.1 fps 26.4 26.4 0.22 gpm/sq ft 1.408" 0 0 0" 0.424 5.5 0.0 K= 5.60 82.2 120 DT 0 13'0" 0" 0.0 26.4 REF 326 11,1" 0 0 3718" 12.6 fps 31.9 1.639" 1 0 810" 0.202 9.2 82.2 120 DT 0 45'8" 0" 0.0 REF A6 85.6 4" 0 0 3'6" 3.7 fps 41.2 PATH 3 4.310" 0 0 0" 0.007 0.0 K= 13.34 167.8 120 DF 0 3'6" 0" 0.0 REF A7 83.9 4" 0 0 811" 5.6 fps 41.2 PATH 2 4.310" 0 0 0" 0.014 0.1 K= 13.07 251.7 120 DF 0 8'1" 0" 0.0 REF A8 95.5 4" 2 0 25'2" 7.7 fps 41.3 PATH 4 4.310" 0 0 20`0" 0.026 1.2 K= 14.86 347.2 120 DF 0 45'2" 0" 0.0 REF W 347.2 gpm PATH 1 K= 53. PATH 2 FROM HYDRAULIC REFERENCE 306 TO A7 42.5 psi HEAD 306 26.7 1" 0 0 12'0" 9.4 fps 22.8 22•8 0.27 gpm/sq Pt 1.080" 0 0 0" 0.193 2.3 0.0 K= 5.60 26.7 120 DT 0 12'0" 0"' 0.0 22.8 CONTINUED 25.1 psi wheat Ridge Cyclery Drawing Date:3-20-06 3119106 16:28 REMOTE AREA #3 FLOW (GPM) PIPE # OF LENGTH FITS FEET PAGE 2 PRE33URE BRANCH LINE 3UM6fARY TO HEAD HYD REF OUTLET S2ZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS L03S PSI/ET Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTBER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 306 TO A7 CONTINUED HEAD 307 28.0 134" 0 0 9'10" 11.4 fps 25.1 25.1 0.28 gpm/sq ft 1.408" 0 0 0" 0.200 2.0 0.0 K= 5.60 54.8 120 DT 0 9'10" 0" 0.0 25.1 HEAD 308 29.1 ln" 2 0 5'2" 17.5 fps 27.0 27.0 0.29 gpm/sq ft 1.408" 0 0 6'0" 0.440 4.9 0.0 K= 5.60 83.9 120 DT 0 11'2" 0" 0.0 27.0 REF 328 1'-l" 0 0 35'1" 12.9 fps 32.0 1.639" 0 0 0" 0.210 7.4 83.9 120 DT 0 35'1" 0" 0.0 REF 327 2" 0 0 19'9" 7.8 fps 39.3 2.104" 1 0 10'0" 0.062 1.8 83.9 120 DT 0 29'9" 0" 0.0 REF A7 83.9 gpm PATH 2 K= PATH 3 FROM EiYDRAULSC REFERENCE 300 TO A6 41.2 HEAD 300 27.1 1" 0 0 13'0" 9.6 fps 23.4 23.4 0.21 gpm/sq ft 1.080" 0 0 0" 0.198 2.6 0.0 K= 5.60 27.1 120 DT 0 13'0" 0" 0.0 23.4 HEAD 301 28.5 1w" 0 0 13'0" 11.6 fps 26.0 26.0 0.22 gpm/sq ft 1.408" 0 0 0" 0.206 2.7 0.0 K= 5.60 55.6 120 DT 0 13'0" 0" 0.0 26.0 HEAD 302 30.0 131" 0 0 13'0" 17.8 fps 28.6 28.6 0.23 gpm/sq ft 1.408" 0 0 0" 0.457 5.9 0.0 K= 5.60 85.6 120 DT 0 13'0" 0" 0.0 28.6 REE 325 13-~" 0 0 22'9" 13.1 fps 34.6 1.639" 0 0 0" 0.218 5.0 85.6 120 DT 0 22'9" 0" 0.0 CONTINUED wheat Ridge Cyclery Drawing Date:3-20-06 3119106 16:28 REMOTE AREA #3 FLOW (GPM) PIPE # OF LENC>TH FITS FEET PAGE 3 PRESSURE BRANCH LINE 3UMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS IA35 PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 300 TO A6 CONTINUED REF 324 2" 0 0 14'11" 8.0 fps 39.5 2.104" 1 0 10'0" 0.065 1.6 85.6 120 DT 0 24'11" 0" 0.0 4" 0 0 7'10" 1.9 fps 41.2 4.310" 0 0 0" 0.002 0.0 85.6 120 DF 0 7'10" 0" 0.0 REF A6 85.6 gpm PATH 3 K= 13. PAT$ 4 FROM HYDRAULIC REFERENCE 309 TO A8 41.2 psi HEAD 309 30.4 1" 0 0 1210" 10.8 fps 29.5 29.5 0.30 gpm/sq ft 1.080" 0 0 0" 0.246 2.9 0.0 K= 5.60 30.4 120 DT 0 12'0" 0" 0.0 29.5 HEAD 310 31.9 13,1" 0 0 9110" 13.0 fps 32.5 32.5 0.32 gpm/sq ft 1.408" 0 0 0" 0.254 2.5 0.0 K= 5.60 62.4 120 DT 0 9110" 0" 0.0 32.5 HEAD 311 33.1 134" 0 0 6" 19.9 fps 35.0 35.0 0.33 gpm/sq ft 1.408" 0 0 0" 0.560 0.3 0.0 K= 5.60 95.5 120 DT 0 6" 0" 0.0 35.0 REE 330 1'-~" 0 0 317" 14.7 fps 35.3 1.639" 0 0 0" 0.267 1.0 95.5 120 DT 0 3'7" 0" 0.0 REE 329 2" 0 0 5413" 8.9 fps 36.2 2.104" 1 0 10'0" 0.079 5.1 95.5 120 DT 0 64`3" 0" 0.0 REF A8 95.5 gpm PATH 4 K= 14.86 41.3 psi CEiVTRAL FIRE PROTECTI0IV CO/ilT'ftAC7"OR.S', SiVC. 10775 EAST 5 1ST AVENiJE DENVER, CO 80239 303-576-8157 FAX 303-576-8159 #004 cfpc@cfpaus Job #214906 Wheat Ridge Cyclery 7085 West38TH Avenue Wheat Ridge, Colorado 1. Sprinkler Heads: Globe Recessed Pendent Sprinkler Globe Upright and Pendent Sprinkler 2. Pipe: Allied Dyna-F'low Allied Dyna-Thread 3. Fittings: Star Ductile Iron Threaded Fittings Victaulic Grooved Coupling Victaulic Grooved FireLock Fittings Victaulic Grooved Flange Adapter 4. Hangers: Sammy Sidewinders for Wood Tolco #68 Top Beam C-Clamp Tolco #100 All Thread Rod Tolco #200 Ring Hanger 5. Valves: Ames Colt C200 Double Check Assembly Victaulic Buttertly Valve Victaulic Check Valve 6. Miscellaneous: Argco Fire Department Connection Central Riser Manifold All items subject to availability and may be replaeed by a similar item made by a different manufacturer. LQoEs QV;1RE SPRINIfLER CDRFORATIQN DESCRIPTIONAND OPERATION QUICK RESPONSE AUTOMATIC SPRINgLERS GL SERLEs RECESSED PENDENT RECESSED HORIZONTAL SIDEWALL The Globe Quick Response GL Series Sprinkler is a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element This provides sprinkler operation approxi- mately six times faster than ordinary sprinklers. While the Quick Response SprinWer provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified but offers the additional feature of greatly increased safety to life. Quick Response Sprinklers should be used advisedly and underthe direction ofapproving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that conuins a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed i n an approved pattern depending upon the deflector style used. TECuvrcALDaTA • See reverse side for Approvals and Specifications. •Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141 °C). • Water Working Pressure Rating - 175 psi (12 Bars). • Factory tested hydrosutically to 500 psi (34 Bars). • Maximum low temperawre glass bulb rating is -67°F (-55°C). • Frame - bronze • Deflector - brass • Screw - brass • Bulb seat - copper • Spring - nickel alloy • Seal - teflon • Bulb - glass with alcohol based solution, 3mm size. • Escuuheon Assembly - steel QUICK RESPONSE RECESSED PENDENT QUICK RESPONSE RECESSED HORIZONTAL SIDEWALL ..CPRINKT.FR TF_MPERATURERATING/CLASSIFICATIONand COLOR CODING AVAILABLESPRINKLER BULB N.F.P.A.MAXIMUM CLASSIFICATION TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY ORANGE/RED INTERMEDIATE YELLOWlGREEN _ M HIGH BLUE 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 • FAX 989-846-9231 OCTOBER 2003 A-24 BULLETIN GL2801, REV. #4 QUICK RESPONSE AUTOMATIC SPRINgLERS GL SEnrEs RECESSED PENDENT RECESSED HORIZONTAL SIDEWALL .SPF.('7FTCATTON.S NOMINAL "K" FACTOR THREAD SIZE *LENGTH FINISHES 2.8 (39 meVic) I/2" NPT 2 114" (5.7 cm) Factory gronze 4.2 (59 metric) 1/2" NPT 2 I/4" (5.7 cm) ~atin Chrome Brght Chrome 5.6 (80 mevic) I/2" NPT 2 I!4" (5.7 cm) yyhi[e PolyesteN 7.8 (111 merric) I/2" NPT 2 I14" (5.7 cm) Black Polyester+ 8.1 (116 mevic) 3/4" NPT 2 7l16" (6Z cm) ~Lead Coated NOTE METRICCONVERSIONSAREAPPROXIMATE KiOR¢OIYiAL51DE`NALL1529l16". "'FINISHES AVAILABLE ON SPKIAL ORDER +pypILqgLE AS cUWS LISTfD CORROSION RESISTANT WHEN SPKIFIED ON ORDER. Arrnoy~s STYLE SIN MODEL K FACTOR 135°F 57°C ISS°F 68°C 17S°F 79°C TAO°F 93°G ~'286°F 141°C ~ULus ttFM LP.C- ~C ~e MEA 101-92-E GL2801 2.8 X X X X X X - - X GL4201 42 X X X X X X - - X PENDENT GL5601 5.6 X X X X X X X X X RECESSFD GL8I01 7.9* X X X X X X X - X GL8106 8.1 X X X X X X X X X GL2826 2.8 X X X X X X - - X HORIZONTAL GL4226 42 X X X X X X - - X SIDEWALL RECFSSFD § GL5626 5.6 X X X X X X - - X GL8127 B.I X X X X X X - CROSS SECTIONS .,,,1- 4 ~p §HORRONTALSIDEWALLcUWs LISTFDFORDEFLECiOR4"T012"BELOWTHECENNG. }S.bK ORIFICE, 7.8K ORIFICE AND B.IK ORIFlCE LISTED FOR ALL HA7ARD5. * 7.BK X I R" NPT. *^286°F cUWs LISTFD ONLY. IR" RECESSED FSNTCHEONS ARE 0.EQUIRFD FOR FM APPROVED SPRINKLERi ORDERING INFOIiMATlON SPECIFY • Quanvty • Model Number • Style • OriRce • Thread Sizes • Tempeawre . • Finishcc desired . • Quanuty- Recessed Wrenches - P/N 325391 (I/2"); P!N 325401, Rev. F (L.O.) • Quantity - Protective Caps - P/N 327109-CAP (Fric[ion Fit Recessed) GLOBE@ PRODUCT WARItANTY Globe agrees to repair or replace any of iTS own manu(actured produtts found w be defective in material or workmanship for a period of oneyearfrom date of shipment For spxific details of our war2nty pleaze refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 I-800-248-0278 www.globesprinkler.com OCTOBER 2003 PRINTED U.SA. BULLETIN GL2801, REV. #4 LOBE " iiv FiRE SFI~tNKLER Ct)RPORATI!')N QIIICK RESPONSE AUTOMATIC SPRINgLERS GL SEnrEs UPRIGHT •PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTIONAND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangibleglass ampule as the thermosensitive element This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasingappear- ance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feawre of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers QU1CK RESPONSE should be used advisedly and under the direction of approving UPRIGHT CONVENTIONAL authorities having jurisdiction. The heart of Globe's GL Series spriokler proven actuating ~ ~ assemblyis a hermetically sealed frangibleglass ampule thatcontains a precisely measured amount of fluid. When heat is absorbed, the liquid within rhe bulb expands increasing the internal pressure. At the prescribed temperawrethe internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved - pattern depending upon the deflector style used. QUICK RESPONSE TECHNICAL DATA PENDENT VERTICAL • See reverse side for Approvals and Specifications. SIDEwALL . Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141 °C). • Water Working Pressure Rating - 175 psi (12 Bars). ° Factory tested hydrostaticaily to 500 psi (34 Bars). • Maximum low temperawre glass bulb rating is -67°F (-55°C). • Frame - bronze • Deflector - brass • Screw - brass • Bulb seat - copper • Spring - nickel alloy . Seal - teflon QUICK RESPONSE • Bulb - glass with alcohol based solution, 3mm size. HORIZONTAL SIDEWALL • SPRIN%LER TEMPERA"lU1ZE liA1TN6/C'LAJ'J'1P1(:AZIVIV ana c;uLVx c.vLljvci 4077 AIRPARK DRNE, STANDISH, MICHIGAN 45658 JUNE 2003 989-846-4583 • FAX 989-846-9131 q_Zp BULLETIN GL5615, REV. #5 QUICK RESPONSE AUTONfATIC GL SERIES SPRINKLERS UPRIGHT e PENDENT • VERTICAL SIDEWALL HORIZONTAL SIDEWALL • CONVENTIONAL (OLD STYLE) 4PFr_rFrcATlolvs NOMINAL "K" FACTOR THREAD SIZE *LENGTH FINISHES 28 (39 metric) I/2" NPT 2 I/4" (5.7 cm) Factory gronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7 cm) *kSavn Chrome Bright Chrome 5.6 (80 metric) I/2" NPT 2 114" (5.7 cm) yyhiu Polyester+ 7.8 (111 metric) I/2" NPT 2 I/4" (5.7 cm) Black Polyescer+ 8.1 (116 metric) 3!4" NPT 2 7/16" (62 cm) ~Lead Coated NOTE METRIC CONVERSIONS ARE APPftOXIMATE AnPxoV~s 4 HORfLOMAI SIDEWALL cUWS LISTED FOR DFFLECTOR 4" TO 127 BELOW THE CEILJNG, FM APPROVED 4 TO 6". } VERTICAL SIDEWALL 5%iINKLER cUWs LIS7ED FOR LJGHT HAZARD ONLY. ORDERING INFORMATION PENDENT VE0.llCAL 9DEWALL cUWS LISI"ED fOR b' MIN. SPACING. UPRIGFfT VERTICAL SIDEWALL cUWS LISfED FOR 9' MIN. SPACMG. SPECIFY *in^ Nrr. • QuaMity • Model Number • Sryle • Orifice • Thread Sizes • Tempeature • Finishes desired • Quantity - Wrenches - P/N 325390 ( I!2'); P/N 312366 (LO.) ~LOBEO W, CORPORAT►ON x HORIZOMAL SIDEWALL 15 2 9/16". RNISHFS AVAIL4BLE ON SPECIAL ORDER + qVAIL48LE AS cU Ws IJSfED CORROSION RESISTANT WHEN SPKIFIED ON ORDER K 135°F 155°F 175°F 200°F 286°F M F NYC-DOB STYLE =MO FACTOR 57°C 68°C 79°C 93°C 14I°C °ULus . . MEA 101-92-E GL2815 28 X X X X X X X GL4215 4.2 X X X X X X X UPRIGHT GL5615 5.6 X X X X X X X X GL8115 7.8* X X X X X X X X GLBI18 8.1 X X X X X X X X G1_2801 2.8 X X X X X X - X GL4201 4.2 X X X X X X - X PENDENT ~AGI_5601 5.6 X X X X X X X X GL8101 7.8* X X X X X X X X GL8106 8.1 X X X X X X X X VERTICAL GL5632 5.6 X X X X X X X - SIDEWALLt GL8133 8.1 X X X X X X GL2826 2.8 X X X X X X - X HORIZONTAL GL4226 4.2 X X X X X X - X SIDEWALL § GL5626 5.6 X X X X X X X X GL8127 8.1 X X X X X X - - CONVENTIONAL GL5624 5.6 X X X X X - - (OLD STYL~ GL8125 8.1 X X X X X GLOBE&PRODUCT WARItANTY Globe agrees m repair or replace any of iu own manufacnired produtts found to be defective in maferial or workmanship for a period of oneyear from daie of shipment For specific details of our warrarrcy please refer to Price Lirt Terms and Conditions oi Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-1583 FAX 989-846-9231 I-800-248-0278 www.globesprinkler.com JUNE 2003 PRINTED U.S.A. BULLETIN GL5615, REV. #5 Dyna-Flowe High Strength Steel Pipe The orlginal hlgfr-strertgth ►ig°irtwatl sprfnkler pipe with hydraufics superior to Schedufe-10. Dyna-Flow pipe is the "origioat" liigh- strength lightwall sprinkler P1Pe- DYna- Flow Uas outstanding fiydraulic capabilities and is recovn;zed as the mostpopularalfemaliveto Schedule-10 pipe. Lightweight, easy to cut and easy to handle for installation. Dyna-Flow is a valuable addition to any fire protection system. With an inside diameEer of np to 11% larger than Schedule-40 and up to 7% lazger than Schedule-10, Dyna-Flow pipe hydraulics are exceptional. Lazger I.D.s enabke Dyna-Flow, aud related components, to be down-sized within Fhe system, thus increasing the potendal for job cost savings. For complete Hazen- Williams charls, refer to "Dyna-Flow Hydraulic Data Tables:" Specifica tion s 9lPS Nominall.U. Wt. Wt.fHZOFllledj Pcs/ WWfl(21') WV:lft (24'} Wytlft(25' In; mm In; mm Lbs/Ft• Kg/m Lbs/Ft• Kg/m Lift Lbs; Kg - Lbs; Xg Lbr Kg 11 1.191 0.830 1.31 91 1,586 1,812 1,888 25 30.3 1.2 1.95 91 719 822 856 1'/a° 1.536 1.059 1.87 61 1,356 1,550 1,615 32 39.0 1.6 2.78 61 615 703 733 1'1/2° 1.728 1.667 2.71 61 2,135 2,440 , 2,542 40 43.9 2.5 4.03 61 968 1107 1153 2' 2203 2.104 3.79 37 1,634 5,868 1,946 50 56.0 3.1 5.64 37 741 847 883 2Yx" 2.703 2.564 5.10 30 1,615 1,846 1,923 65 68.7 - 3.8 759 30 733 837 872 - 3" 3.314 3.387 7.18 . 19 1,351 1,544 1,608 80 842 5.0 10.69 19 613 700 729 4" 4.310 4.473 10.86 19 1,784 2,039 2,124 90 109.5 6.7 16.16 19 809 925 963 Caatings & Fabrecatian Specificatioaas & Approvals Additianal Bena#its Dyna-Flow products are coated with an enviroamentally approvecl and specially fotmu]ated modified-acrylic or water-based coating. This durable coating is paintable.'Fhe btack coating acts as - an excellent primer and is resistant to weathering and U.V. degra.dation from outdoor 5torage. . Metsllurgical properties provide excellent fabricaNon chacacteristics for end prep Snishes, welding and roll grooving. . TYiere isno special process os equipment needed for fabrication and installation_ Dyna-Flow/Super Flo pipe is mamlfao- tured to meet ASTM A-795 Type E, Grade A and is iu compliance with NFPA-13 and NFPA-14. Alt sizes of Dyna Flow/Super Flo are UL Lis[ed, FM Approved and LJLC Listed @ O 9 Listed Approved Listed • Lightweight and easy to instatl, resulting in more efficient use of your freight and labor dollars. • Provides stability needed ko comply with standard hanger spacing (15 ft O.C.) per NFPA. The intemal surface of a11 black Allied Thbe & Conduit Fire Sprinkler pipe products up to 4.5000" in-diameter is coated with our new Antibacterial Formula, "ABF". In scientific laboratory teak ABS nroved tahave sunerior resistance to microbial colouizaiion of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Tnfluenced cotrosion (MIC) when the First Sprinkler System is fust installed. • Available in Staudard fengths for your convenience, or can be ordered in custom lengths upon approval. Dyna-Flow/Super F'lo is UL/CfLC Listed for use with roll grooved, plain-end • Fast cutting and welding, as well as couplings, aad welded joints for wet, dry, easP roll grooving and end prepacation. preaction and deluge systems. It is FM . Available in Facmry roli grooved form Approved for roll grooved, plain-end, and for quicker shop tumarouad. wetded joints for wet systems. Refer to appropriate documentarioa for up-to-date • Clean, durable mill coating provides listing and approval informalion. Dyna- longer "shelf tife" and acts as an Flow/Super Flo is now auailable "hot- excellent primer for custom paint dip" galvanized and has bega spccffical~- a~qhcations . - - - - approved by FM for dry systems uses. ~'L~CO 16t00 S. Lathrop.• Harvey, IL60426 Customer Service: /F/ow ConrroJ ~~~'ip/~'. 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543 - 'ruee a corvotur 2525 N. 27 th Ave. • Phoenix, RZ 85009 Fac 708-339-1806 S2-3 Dyna-Thread0 FuII Line Sch-40 Replacement DynawThread" offers the Iife expectancy of Sch40 with superior hydraullcs and greater value. Dyna-Thread spxinlsler pipe represents an engineering advancement for the spciakler pipe indushy. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior bydraulic advantages. • Dyna-Thread's inside diameter is up to 3.6% lazger than Sch-40 giving it superior hydraulics. Anct, when used in combination with Dyna-Flow pipe, down sizing often occucs. - • Dyna-Thread is fiiliy listed and approved by UL, ULC, and FM for fue sprinkler applications. ~ The life expectaucy of Dyna-Thread and Sch-40 are equal based on the calculated wall Hilclmesses per ITL. The consistent quality of steel used to make Dyna-Thread facilitates smooth - tlueading and tower maintenance costs. • The erzterior of Dyna-Thread is protected by a clean, durable mill coating for extended sheLf life and easy paint applicalion. 8 FM U~ Llsted Approved Listed • With its increased shength aud lighter weight, Dyna-Thread reduces installation fatigue and is ideal for xetra-fit applications. Corrosion Resishance Ratio (CRR) is a iJL (LJndetwriters Iaboiatory) texm for the estimated Iife expectancy of a pipe joint. This is based on the caiculated wall tluckness at ihe baseof the Srst exposed thread, assumed to be the weakest point of the pipe kngth. Dyna- Thread and Sch-40 have the same calculated wall thicknesses. at this point and are both assigned the same CRR of 1.00. The intemal sw-Paceof all blackAllied Tube & Coaduit Fire Sprinkler pipe - products up to 4.5000" in diameter is coatedvrith our new Mkbacterial . Formula, "ABF". In scientifie laboratary test, ABS proved to have superior resistanee to microbial colonizakon of pipe walls, thereby deIaying or possbly preventing the onset of Microbiologically influenced coaosion (NIIC) when the First Sprinkler System is first iastalled. NPS Haminai I.D. Wt. Wt. (N20 Flfled) PeV WVLift (2Y) Wy1.Ht (2q,) yptyft n,"mm in;. mm Cbs/H,- Kg/m Lbs/Fi; Kg/m liit Lbs; Kg Lbs; Kg Lbs, 1' t.080 1.330 1.75 70 1955 2234 , 25 27.4 20 2.60 70 887 1013 1'/; 1.408 1.870 2.54 51 2002 2288 , 32- -?s u U-.- 378 31 - - - 908 1038 - 1%42° 1.639 2.290 322 44 2115 2418 f 40 41.6 3.4 4.79 44 959 1097 I 2". 2.104 3.050 50 53.4 4.5 ` tqGO/FlowContro! ~ 4.57 30 192t 2196 6.80 30 Sff 996 • More wall thickness at the thread (CRR=1.00) gives Dyna-Thread better life espectancy than lighhuall tUreada.ble pipe joinis. • Unlike lightwall dueadable pipe, Dyna-Thread has no thread gauge wazning. • Dyna-Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. • Dyna-Thread is safer to weld on. Dyna-Thread is more widely accepted than fightwatl threadable where Sch-00 is specified. s• M. . I ..r Super 40/Dyna-Ttuead pipe is manufactured to meet: ASTM A-135, Grade A and is in compliance with NFPA-13. All sizes of Super 40/Dyua- Thread are rated at 300 psi working pressure. Super 40/Dyna-Thread is UI, and iTLC Listed for wet, dry deluge and pra-action sprinkler systems a¢d FM Approved for use in wet systems: Super 40/Dyna-Thread can be "hot-dip" galvnnized to meet FM requirement for dry systems.. Super 40/Dyna-Thread is approved for all threaded couplings and e-€or all rpll-grooved, and plam-end fittings. (See listing informatian). c~lied 16100 S. L2throp • Harvey, I! 60426 Customer Service: 11350 Norcom Rd. - Philadelphia, PA 19154 (800) 882-5543 ruae a conourr _ 2525 N. 27 th Ave. • Phoenix, AZ 85009 Faz 708-339-1806 53-3 D.I. THREADED FITTINGS STAR"PIPEPRODUCTS * U L FM LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 Ductile iron threaded fittings are UL, ULC listed and factory mutual approved for 500 psi service. Ductile iron perASTM A 536 grade 65-45-12. Dimensions conform to AN51 B16.3 class 150. Threads are NPT perANSI/ASME B7.20.1. NOTICE: Ductile iron fttings have higher tensile strength than that of steel pipe. Therefore, over tightening can cause damage to pipe threads which may cause leakage. Ductile iron fttings should be tightened three turns beyond hand tight, but no more than four turns. DUCTIL NOMINAL E ' • ITEM 90 DEG MAX. . : • DIMENSIONS WOGHT SIZE (INCF) CODE # WOFWNG P.S.I. A . B EACH PIECE 1 D890033 500 1.50 1.50 0.62 11!4 DB90044 500 1.75 1.75 0.90 - 1112 DB90055 500 7.94 1.94 1.20 - 2 D690066 500 225 2.25 1.85 DUCTI NOMINAL LE ' O I ITEM 4 DEG. MAX. DIMFN : • SIONS W~GHT SIZE (WCF) _ CODE # WORI4NG P.S.I. A -B EACH ~PIECE 1 DB45033 500 7.12 7.72 0.46 ~ 11/4 DB45044 500 729 1.29 0.73 17/2 DB95055 500 7.43 '1.43 0.92 2 DB45066 500 1.68 '1.68 Y.50 *AA DUCTI NOMINAL LE . C I'fEM • ~ MAX. IONS WOGHT SIZE (INCI~ C ODE # WORI4NG P.S.I. B EACH PIECE t DT333 500 J 7.50 0.85 11/4 DT444 500 75 122 11/2 DT555 500 1.94 1.55 DT666 500 225 225 2.45 DUCTIL NOMINAL E ' • ITETA 1 C MAX. OUPLIN DIMHJSION G WEIGHT SIZE . (MCFQ CODE. # WORI4NG P.S.I. A EACH PIECE 1X7/2 DR0037 500 1.69 0.39 1X314 5RC032 500 1.69 0.53 Page 21 . A D.I. THREADED FITTINGS q U L FM LISTED LISTED APPFOVED Forfire protection services request submiHal GRS 1.3 DUCTI NOMINAL LE • ITEM DIMENSIONS S SIZE (INCH) CODE # A 8 C~ STVLE WT' EACH txi/2 D8USH31 0.75 025 7.42 OiIT 0.22 1x3/4 DBUSH32 0.75 025 7.42 OUT 0.17~ 7 7/4x7 DBUSH43 0.80 028 1.76 OUT 0.28 1 912xt DBUSH53 0.83 0.31 2.00 OUT 0.44 1 1/Zxt- 1/4 68USH54 0.83 0.37 2.00 OUT 0.30 2x1, DBUSH63 0.88 0.47 7.95 IN 0.66 9c7 114 DBUSH64 0.88 0.34 2:48 OUT 0.72 2x1 712 DBUSH65 0.86 0.34 2.48 OUT DUCTILE • • D NOMINAL ITEM MAX. - DIM99SIONS WOGHT SIZE (INCH) CODE N WORI4NG P.S.I. A B C EACH PIECE lXlXl/2 33 00 . 6 1.36 0.6 X7X34 332 500 1.37 .37 1.45 0.73 2 3 4 1 3 3 323 00 500 1.50 .36 1.45 . 0 1.50 0.76 3 0 .6 . S .9 1 112 335 500 .80 1.80 1.65 .76 3 500 .2 • 3 0.82 1 4 7 32 50 1.45 7.37 7.62 0.90 7 33 500 .58 1.50 .6 7.00 1 4 ~ 1 4 434 500 1.75 1.67 .75 1.08 T 2 3 500 .88 • 2 . 2 7 7 4 1 4 1 2 T441 500 .34 1.34 1.53 0.86 .6 114 '1 500 1.56 1.58 1.67 0.95 50 .SB 1.8 . 2 . 5 4 11 1 7 2 4 5 532 500 500 2. 0 1.52 2. 0 .37 .90 1.75 7.75 .74 TTNRTRT- 5 .5 .8 500 .8 .67 .88 .34 00 1.4 .34 7.66 '1.05 500 .58 .80 . 125 .0 - 00 500 1.4 .5 .41 1.16 •7 1.15 .2 fl 500 0 00. .65 - 2.16 .6 2. 6 1.80 2.02 1.30 . 8 500 25 2. 0 2.25 2.30 0 .60 .52 1.97 .62 .6 MTN O 00 1.8 2. 0 1.80 50 25 2.16 225 2.35 2 3CD 3 4 662 500 .60 6 7. 1.6 .5 2 14 2 2 664 DT667 500 5 00 2.60 .90 2.60 2. 0 2.39 2.0 - 3.61 6 0 2.32 1 2.28 1 DUCTIL NOMINA L E ' • CROSS ITEM - DIMENSIONS W9GHT SIZE (INCI~ CODE . # WORllQNQ 7 A 8 EACH PIECE 1 DX033. J 1.50 1.50 0.98 1 1/4 .DX044. 1.75 1.75 1.50 11/2 DX055 1.94 1.94 1.90 2 DXO66 225 2.25 2.95 tt/4X7 DX043 1.56 1.67 7.27 1712X1 DX053 500 7.65 7.80 1.48 2X7 DX063-. 500 7.73 2.02 2.10 _ _ I II I - A DUCTIL NOMINAL E ' • ITEM • • MAX. DIMB9SION W~GHT SIZE (WCF) CODE # WORI4NG P.S.I. . A EACH PIECE 1 DCP003 500 1.16 0.32 17/4 6CP004 500 1.28 0.43 17/2 15CP005 500 1.33 0.60 2 DCP006 500 1.45 0:91 Page 22 ictaulic~ PRODUCT DESCRIPTION DIMENSIONS ~ Z~ Rated for wet and dry spiinkler systems at 350 psi (2413 kPa) for 1Yn - 4" (32 - 100 mm) sizes and 300 psi (2068 kPa) for 4Ya - 8" (108 - 200 mm) sizes; Schedule 10 coll grooved or SchedUle 40 cut or ioll giooved stee] pipe. Style 005 is rigid and does not accommodate expansion, con- Lraction or angiilaz deflection. (K`10tua et System FireLockT^^ Style 005 rigid coupling has a unique, pat- ented angle-pad design which allows the housings to offset while clamping the gTOOVes. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. The FireLock couplings provide rigidity for valve connections, fiTe mains and long straight runs. Support and hanging requirements correspond to NFPA 13 U~ V FM Request Victaulic publication 10.01 for tletails. Style 005 FireLockT"" Rigid Coupling with Vic-Plus*M Gasket System Sp[inklei Systems. Angle- pad design permits assem- bly by iemoving one nuU bolt and swinging the housing over the gasket. This reduces components to handle duTing assembly; speeds and easesinstalla- tion on pipe giooved to Victaulic specifications. Style 005 FireLock cou- plings with the Vic- P1usTP° Gasket System are designed and rec- ommended for use VdJ § LPC and Vd5 Appmvetl, see notes on page 2. ONLY on fire protection systems. Vic-Plus Gasket System: Victaulic' now offeis a gas- ket system which requires no field lubrication. The Vic-P1usT"' System (patent pending) is dry, clean, and non-toxic. It xeduces assembly time substantially and eliminates the mess and chance of over-lubrication. Dimensfons Pipe Size InChes/mm Nominal Actual Max. Max. Allow. Outside Outslde Work. - End Pipe End @ 8oltMut ppnc. Diame[er Diameter Press. § Load Sep. t No. - Size Wgt. Ea. Inches/mm Inches/mm PSI`/kPa Lbs.'M In./mm Inches/mm X Y Z L6s./kg 11/< 1.660 350 755 0.05 2.75 4.50 1.88 1 2 32 42,4 2413 3370 7 2 2- 3/e X 2 70 114 148 , 0,5 1 Yz 7.900 350 990 OA5 3.00 4.75 1.88 1 2 40 48,3 2413 4415 1.2 2~/e x 2 76 121 148 . 0,5 5 50 1550 0.07 7 3. 0 5.25 1.88 50 bo3 24 G 90o t 2 - '/e X 2 Yz 9 33 148 qs 2Vz 2.875 350 2270 0.07 4.00 575 1.88 1 9 65 73.0 2413 10110 1,7 p _ ye X 2Yz 102 146 148 . 0,9 76 1 mrtl 3 00 350 2475 a o 7 2-3e X 2~/z 4 5 1.88 1.9 , 10 ? 0 1, 7 05 4fi 0,9 3 3.500 350 3365 0.07 4.63 6.13 1.88 2 1 80 88.9 2413 14985 1,7 2-~/e X 2Yz 118 156 148 . 1.0 0 0 350 5565 0 1 s . Z 3 100 ~74 3 77p 24 ~ q 2-3/eX2Yz S as 184 ,4 3.4 108 0 mm j 5 4255 0~ 6 2- 3/e X 2~h 5 .63 7. 5 25 3 3.1 , 8 0 068 1 143 g 4 5a 3 300 90 0.16 6 .88 9.0 2 3 ~25 i6 2 6 8 32a 2- Yz X 2'a 175 0 54 2,0 133 0 mm 5.250 300 6495 0.16 2, x Za 6.63 9.00 2.13 4.5 , 1330 2068 28900 11 168 229 54 2,0 139 7 mm 5.500 300 7125 0.16 2- 1/2 X 23/a 6.88 9.00 2.13 4.8 , 739.7 2068 31715 4.1 175 229 54 2,2 6 6 8. 0 10 00 2 3 0 150 68Z3 2osa a602o ~~i 2- Yz X 23/a 0 5 54 2, 159 0 mm 6250 300 9200 0.16 2% X 41/4 7.63 10.00 2.13 5.5 , 159p 2068 40955 4.1 194 254 54 2,5 6.500 300 9955 0.16 815 10.00 2 13 5 5 165,tmm tss,i .zoss aszss 41 2-Yzx2~/a 201 L 25^-. . sa . 2,5 17525 9 10 50 13 13 2 63 1 3 200 P1925 068 78000 ~8 2-s/eX4Va 6 3 34 6 7 51 '@ § t Refer to no[es on page 2 -VICTAULICV IS AN ISO 9001 CERTIFIED COMPANY . Victaulic Company of America Victautic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Phone:i-800-PICK-VIC (1-800-742-5842) Phone:416-675-5575 Phone:32-9-381-1500 Phone610-55&3300 Phone:65-235-3035 Faz:610-250-8817 Fax:416-675-5565 Fax:32-9-380-4438 Fax:610-559-3608 Fax:65-235-0535 e-mail:pickvic@viclaulic.com e-maiCviccanada@victaulic.com e-maiCviceuroQvictaulic.he e-mail:vical@vidauliacom e-mail:vicap@victaulic.com 1538Rev.E 10I00 M Reni.clPrenTranemarknfV'icr-lic m r-.d, .~eiooorc.mIr, o.........- , Patentetl MATERIAL SPECIFICATIONS Housing: Ductile uon conform- ing to ASTM A-395, g[ade 65- 45-15, and ASTM A-536, g[ade 65-45-12. Housing Coating: Orange enarnel ❑ Optional: Hot dipped galva- nized Gasket: ❑ Grade "E" EPDM - 1ypa A Vic-Plus Gasket System t (Violet color code). FueLock products have been Listed by Underwrite[s Laboratocies The infoimation pxovided below is based on the latest listing and approval data at the tixne of puhlication. Listings/Approvals aze subject to change and/ox additions by the appiovals agencies. Contact V ictaulic for performance on other pipe and Lhe latest listings and appxovals. Inc. and Appioved by Factory Mutual Research for wet and dxy (oil free au) sprinklei ser- vices up to the iated woxking pressuie using the Grade "E" Type A Vic-Plus Gasket System, requuing no field lubiication. Fot dry services, Viciaulic continues to recommend the use of Gxade "E" Type A F1ushSealo Vic-Plus Gasket System. Contact Victaulic for deLailS. Bolts/Nuts: Heat treated caz- bon steel, zinc electsoplated to ASTM B-633;'Itack head 6olt confocming to ASTM A-183 minimum tensile 110,000 psi (758340 kPa); Flanged hex nut confoiming to ASTM A-563, Grade A. t Standard gasket antl FlushSeal gasket appmvetl for tlry pipe systems to -40°P (-40°C). Supplemental lubricant is rec- ommended for services installetl at or continuously apereting below 0°F (48°C). Victaulic continues to recom- mend ihe use of FlushSeal gaskets for dry services. Rated Working Pressure PSI Rated Working Pressure PSI Pipe Schedule Size Inches UL ULC FM Pipe Schedule Size Inches UL ULC. FM 5 1'/0 - 3 175 175 175 EZ 4 300 300 300 10 40 1 Ya - 4 350 350 350 6 175 175 175 . 5-8 300 300 300 SF 1'/a - 4 300 300 300 BLT 1Ya - 2 300 300 300 Super 40 1 V<- 2 300 300 300 DF 1 Ya - 4 300 300 300 TL 1 Ya - 2 300 300 300 6 175 175 175 WLS P/a-2 300 300 300 DT 11/4-2 300 300 300 XUXL-11 tYa-3 300 300 300 EL 11/4-2 300 300 300 NOTES: 5 refers to Listed/Approved Schedule 5 steel sprinklei pipe. 10 refers to Listed/App[oved Schedule 10 steel spiuilclez pipe. 40 refers to Listed/Approved Schedule 40 s[eel sprisilclex pipe. BLT refers to Listed/Appioved steel spiinklez pipe marmfactuied by Amecican Tube Company. DF refers to Listed/Approved Dyna-F1ow steel sprinklex pipe manufactuied by Amecican Tube Company. DT refers Lo Listed/Appioved Dyna Tluead steel sprinlcler pipe manufactuied by Amecican Tube Company. EL refers to Listed/App:oved Eddylite steel spcinkler pipe manufactured by Bull Moose'IUbe Co. EZ refets to Listed/Appxoved EZ-Flow steel spruilclei PiPe manufactuied by Noxthwest Pipe & Casing Co. SF refers to Listed/Approved Super-F1o steel spiinklex pipe manufactured by Allied Tube and Conduit Coiporation. SL refers to Listed/Approved steel spiinkler pipe manufactured by Westem Tube and Conduit Coxporation. Supe: 40/XL refers to Listed/ Appioved Supex 40 or Supex XG steel sprinklex pipe manufactuced by Allied Tube and Conduit Co[poration. WLS refers to Listed/Approved steel spcinkler pipe manufactused by Wheatland Tube Company. XL/HI.-II refers m Listed/Approved XL or XL-II steel sprinkler pipe manufactuied by Hllied'I1ibe and Conduit Coiporation. NOTES " Working Pressure antl End Load are total, from all intemal and extemal loads, based on standard weight (ANSI) steel pipe, standartlroll or cut groovetl in accor- dance with Victaulic specifications. Contact Victaulic for performance on o[her pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maeimum Joint Working Pressure may be increased to Ph times the figures shown. } For field installation only. FireLOCk Style 005 couplings are essentially rigid and do not accommodate expansion/contraciion. @ Number of 6olts requiretl equals number of housing segments. Metric thread size bolts are available (color cotled goltl) for all coupling sizes upon request Contact Victaulic tor tletails. ~ Slyle 005 couplings are VdS and LPC Approved to 12 Bar (175 psi). . WARNING: Piping systems must always be tlepressurized antl tlrainetl before attempting disassembly and removal of any Victaulic piping products. This protlucl shall be manofacwretl by Victaulic Company. All protlucts shall be installetl in accordance with wrrent Victaulic installation/assembly iretmctions. Victaulic reserves ihe rightio change product speclfications, tlesigns and siandard equipmeni wi[hout notice antl withwt incurring obligatians . ~ 7o.oz - 2 FireLock° Fittings VICTAOLIC- IS AN ISO 9001 CEAiIFIED COMPHNY PRODUCT DESCRIPTION I 1-4p, ~ ~ DIMENSIONS 1539 FEV D wC to EI p CtoE ~ t No.001 No.003 C to E -j o ~~a u c l(b E 4 No.002 No.006 Victaulic Company of America • Phone:l-B00-PICK-VIC (1-800-742-5842) • Fax: 610-250-8817 • e-mail:pickvic@victaulic.com Victaulic Company of CanaAa • Phone: 905-884-7444 • Fu: 905-884-9774 • e-mail: viccanada@victaulic.com Victaulic Eumpe • Phone32-9-381-1500 • Pae: 32-9-380-4438 • e-mail: v1ceuro@vic[aulic.6e Victaulic America Latina • Phone: 610-559-3300 • Fa: 610-559-3608 • e-mail: vicalQvictaulic.com Victaulic Asia Pacific • Phone: 65-6235-3035 • Fax: 65-6235-0535 • e-mail: vicap@victaulic.com FireLockO products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees are a CAD-developed, hydrodynamic design that has a shorter center-to-end dimension than siandard fittings. A noticeable bulge allows the water to make a smoother turn to maintain similar flow characteristics as s[andard full flow fittings. FireLock fittings are designed for use exdusively with Style 005 FireLock couplings. Use of other couplings or flange adapters may resWt in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. Patented FM See Victaulic pubiication 10.01 for tletails. - No.007 No.003 No.002 No.006 FittingSlze 90°Elbow 45°EI6ow StralghtTae Actual Apnc. ppnc. Aprx. c. Nominal Outslde CtoE Weight CtoE Weight CtoE Welght ght Dlameter Dlemeter Inches Eech Inches Eech Inches Eech h Inches/mm Inches/mm mm Lbs.lkg mm Lbs./kg mm L6s./kg r kg P/e 7.660 - - - - 3 32 a2.a - - - - 7 P/z 1.900 - - - - - - 4 40 48.3 - - - - 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 50 60,3 70 0,8 51 0,8 70 1,1 22 0,3 21/2 2.875 3.00 3.1 225 22 3.00 3.6 0.88 1.0 65 73,0 76 1p 57 1,0 76 1,6 22 QS 76 1 mm 3.000 3.00 3.30 225 2.4 - - - - , ]s.i 76 1.5 57 t.1 - - - _ 3 3.500 3.38 4.0 2.5D 3.1 338 5.3 0.88 1,2 80 88,9 86 1,8 64 1,4 86 2,4 22 0,5 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114,3 102 3,0 76 2,5 102 3,9 25 1,1 5 -5.563 4.88 126 325 8.3 4.88 157 1.00 4.1 125 141,3 124 5,7 83 3,8 124 7,1 25 1,9 6 6.625 5.50 183 3.50 11.7 5.50 22.7 1.00 . 5.9 150 168,3 140 8,3 89 5,3 140 10,3 25 pp 8 8.625 6.81 25.5 425 20.4 6.94 38.7 1.13 12] 200 219,1 173 11,6 108 9,3 176 17,6 29 5,8 -0 COPYFIGHT2003 VICTAULIC - PFIMED IN U.S.A. ctaulice FLOW DATA Frictlonal Resistance Fitting Size Equlvaleni Feef/meters of Streight Pipe Actual StralghtTee Nominal Outside ° No.002 Diamater Diemeter 90 Elbaw 45° Elbow Inches/mm Inches/mm No.001 No.003 Branch Run 2 2.375 3.5 1.8 8.5 3.5 50 60,3 1,1 o,s 2,6 1,1 2% 2875 4.3 2.2 10.8 4.3 65 73,0 1,3 0,7 3,3 1,3 76,1 mm 3.000 4.5 2.3 11.0 4.5 76.1 1.4 0,7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88,9 1,5 0,8 4,0 1,5 4 4.500 6.8 3.4 16.0 6.8 mo iia,s 2,1 i,a a,s 2,1 5 5.563 8.5 42 21.0 8.5 125 141,3 2,6 1,3 6,0 2,6 s 6.625 10.0 5.0 25.0 10.0 150 768,3 3,0 1,5 7,6 3,0 8 8.625 13.0 5.0 33.0 13.0 200 219,1 4,0 1,5 10,1 a,o } The flow data lis[etl is based upon the pressure drop of Schedule 40 pipe. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A-536, grade 65-45-12 Fitting Coatfng: Orange enamel • Optional: Hot dipped galvanized This protluct shall be mawfacturetl by Victaulic Company. All protlucts to be installed in accordance with current Victaulic installation/assembly instmctions. 0 Victaulic reserves the right to change product specifications, tlesigns and standard equipment without notice and without incurting obliga[ions. 2 FireLockO Fittings VICiAOLIC- ISAN I5O 9001 CEBiIFlED COMPANY Style 744 FireLock° Flange Adapter VICP/~/S withVic-PIusT"'GasketSystem coskersystem . .E ,Eo PRODUCT DESCRIPTION Style 744 FireLock Flange adapter is designed for directly incorporating flanged components with ANSI CL 125 or CL. 150 bolt hole pattems into a grooved pipe system. Sizes 2- 8" (50 - 200 mm) are hinged for easy handling with integral end tabs which facilitate assembly. 2 - 8" Sizes (Eraggefated Por clariry) DIMENSIONS Style 744 Sizes 2- S" (50 - 200 mm) ANSI Class 125 and 150 Flange -~Z~- o O~ I I X Y W OO o ~O Note: Gray area of mating tace must be free from gouges, untlulations or tleformities of any rype for eRective sealing. The design incorporates small teeth inside the key shoulder I.D. to prevent ro[ation. Because of the outside flange dimension, FireLock Flange adapters should not be used on FireLock fittings. When wafer or lug-rype valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. FireLOCk Flange adapters should not be used as anchor points for tie-rods across nonrestrained joints. Mating rubber faced flanges, valves, etc., require the use of a FireLock Flange washer. FireLock Flange adapters with Vic-Plus gaskets do not require lubrication. The gasket must always be assembled with the color coded lip on the pipe and the other lip facing the mating tlange. Style 744 FireLock Fiange Adapters with the Vic-PIUST"" Gasket System are designed and recommended for use ONLY on fire protection systems. Vic-Plus Gasket System: Victaulic* now offers a gasket system which requires no field lubrication on wet pipe systems. The Vic- PIusT^^ System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. Please refer to the latest copy of the Victaulic Field Installa[ion Handbook (1-100) for supplemental lubrication requirements U~ U~C FM See Victaulic publlcetion 10.01 kt details. Sealing Surtace Dimensions Pipe Siu Marz. Max. Inches/mm Inches/millimeters A rx Actual Work Entl - P Wyt, Nominal Outside Press.' Load` No. Bolt Each Diameter Olameter PSI L6s. Bolts{ Size} "A" "B" - L6s. InJmm In✓mm kPa N fleq'tl. Inches Maz. Min. W % Y Z kg 2 2375 175 775 2.38 3.41 675 6.00 475 75 0 2 7 50 60.3 1200 3450 4 5/e X 23 /a gp 87 172 152 121 . 19 . 1.2 2'/z 2.875 175 1135 2.88 3.91 7.88 7. 5 50 0 88 4 2 65 73,0 1200 5050 4 5/e X 3 73 99 200 178 . 140 . 22 . 1,9 3 3.500 175 1685 3.50 4.53 8.44 7.50 6.00 0 94 4 8 ao 86.9 izaa 7500 4 5la x3 89 115 zia isi isz . za . 2.2 4 4.500 175 2780 4.50 5.53 9.94 9.00 ZW 0 94 7 1 10D 114,3 1200 11045 8 y /e X 3 114 141 252 229 191 . 24 . 3.2 5 5.563 175 4250 5.56 671 11.00 10.00 8.50 1 00 83 125 141,3 1200 16920 8 314 X 3'/z 141 171 279 254 216 . 25 3,8 6# 6.625 175 6030 6.63 778 12.00 17.00 9.50 1 00 9 3 150 168,3 1200 26840 8 3/q X 1 3~p 168 198 305 279 241 . 25 . 4,2 SM 8.625 175 10219 8.63 9.94 14.63 13.50 1175 1 13 13 9 20D 219,1 1200 45475 g a/a X 311/z 219 252 372 343 298 . 29 . 6,3 'Neter to notes below. }Total bolts required to be supplied by installer. Boli sizes for conventional flange-m-flange connectiort Larger bolts are required when VicFlange adapter is utilized with wafervtype valves. # Not available with Vic-Plus gasket system. Lubrication is requiretl. NOTES ~ ' Working Pressure and End Load are total, from all internal and extemal loads, basetl on slandard weight sleel pipe, standard roll or wt groovetl in accordance with Victaulic specifications. Contact Victaulic for pertormance on other pipe. WARNING: FOR ONE TIME FlELD TEST ONLY, the Muimum Joint Working Pressure may be increased to i% times the figures shown. Sryle 744 PireLOCk Flange adapters provitle rigid joints when usetl on pipe with stantlartl roll or cut gmove tlimensions and consequeMly allow no linear or angular movement atthejoint. WARNING: Depressurize antl tlrain the piping system before attempting to install, remove, or adjust any Victaulic piping protluc[s @flEGISTERED TflADEMAflKOFVICTAWC - C COPYPIGHi2004VICTAULIC - PflIMEDINU.SA. Vicfzulic Company of America • Phone:l-800-PICK-VIC (1-800-742-5842) • Fax: 610-250-8817 • e-mail:pickvic@victauliacom Victaulic Company of Canada • Phone: 905-884-7444 • Fa: 905-8849774 • e-mail: viccanadaOvictaulic.com Victaulic Europe • Phone32-9-381-1500 • Fax: 32-9-380-4438 • e-mail: viceum@victaulic.he Victaulic America Latina • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vicalQvictaulic.com VictaulicAsia Pacific • Phone:65-6235-3035 • Fv: 65-6235-0535 • e-mail: virap@victaulic.cam ianawo C'.taul1C:R SIDEWINDERS TM Mood NutDriver 1/4' ao+assi ao+s swcIoo 114x1 zs 9.38 125 Use#14SVJNutDmer 1/4° 8019957 300 SWG200 114X2 . 25 10.00 125 forStlexiMersand 12"ROtlSammys yg• 8020957 18 SWG10 114X1 25 7.50 125 3/8° 8021957 79 SWG 20 1/4 X 2 25 875 125 {+Y 3/8" 8022925 26 SWG25-380 318X2-02 25 12.87 125 3/8' 8023925 25 SWG 30 1/4 X 3 25 10.63 125 E teel 3B" 8050957 39 SWD10 11414X1 25 7.50 725 3/8' 8051957 40 SWD 15 11414 X 7-112 25 9.38 125 Part #8114910 318° 8052957 41 SWD20 11414X2 25 8 13 125 item # 101 . 3/8' 8053957 42 SVJD 516 5H6-18 X 1-7l4 25 8.75 125 3/9" 8054957 46 SWDR1-72° 11420X7-0/2 25 9.06 125 ~ 3/8" 8055957 43 SWDR 7" 1l420 X 1 25 8.75 125 .Q31e" 8056957 44 SWDR516 511618X14/4 25 10.31 125 318' 8057957 45 SWT15 12-24X1-0Y2 25 7.81 725 - v t oncre e ~ ~ . . 7/4' 8062957 1900 SWC200 5716X142 25 9.36 125 3/8° 8061957 GS SWC20 5/16X1-112 25 9.38 125 • Most Items Av ailable in Sta.inl ess Steel Sammy Swivel Head' Approvais Part # Item# Model Screw Descriptions Box WeigM Qty (per 126) Case Qty • 17' defledion kom verfiwl . , U.S. Patent No. 6,443,680 • Accommodafesupto 8139957 4702 sH-GS720 1/4 x 2 zs 9.98 izs 3-1/2 x 12 pitch roof a~. 8140.957 4703 SH-GST22SS 1/4x2 25 9.38 125 • plso aVailahle in stplnless Sfeel 8141957 4704 SH-GST30 1/4z3 25 70.94 725 Q= 8142957 4705 SF+GST30SS 1/4x3 25 10.94 125 ~v • Use#14NotDriver(black) a~ 8137957 4700 SH-0STR i 1/420 z 1 25 938 125 fL 8138957 4701 SH-0STR 1- SS t/420 x 1 25 9.38 . 125 SAMMY X-PRESS'na Rodp~~y~~y . ded eHHleta~ G u9 Han9Tn PatentPending Approvals ~eel Screw Boz ~ Part# H~n# Model Descri tions qt Wei M 125 Case Q T„~ . m . p y. (per ) ty. fro k~purGn ~ - D~ ~ 1l420x 1-1/8 22-20 8150922 500 XP20 25 10.3 125 ~ Sammy X Press 20 18-76 8753922 503 7(p 35 V42Qz1-1/8 25 SammY X Press 35 10.3 125 Uninshal led SammyX-Presslt saMMr ) $,s,9,o ~T , InstalhtionTool , ~ = (I(it indudes: Skeez, Bd Recei~rer, Hex Wrench, antl 25/64" Driil BH) PRESS ° Instalied orin an 1 8152910 502 xPOS 25164 0.14 1 SAMMY9M good teel L ~ ~ =oncrete ~z:` 114" 8002957 21 GST 100 1/4 z 1 25 625 125 1/4" 8003957 22 GST200 1/4x2 25 8.13 125 114" 80D4957 23 GST300 1/4x3 25 9.36 125 1/4" 8(I05925 24 GST600 114x6 25 7125 125 3/8" 8W~57 10 GST75 1/4z3l4 25 5.63 125 318" 8007957 11 GST10 714x7 25 5.93 125 ~ 3/8" 81108957 12 GST20 114x2 25 7.50 725 ~ 3/8" 1 8009925 27 GST25-380 3/8x2-02 25 11 56 125 . ~ 3/8" 801 0957 30 GST 30 114x3 25 8.75 125 3/8" 8011825 403 GST40 114x4 25 10.00 125 3/8" 8012925 14 GST60 1/4x6 25 71.25 125 112" 8073925 8 GST2 114X2 25 8.75 125 1/7' 8014925 6 GST 2.5363 318 X 2-1/2 25 12.50 125 1/2" 8015925 15 GST3 1t4X3 25 13.13 125 1!2" 8016925 16 GST4 1/4X4 25 13.25 725 1/7' 8017925 17 GST6 1l4X6 25 73.69 125 1/4" 8024957 50 DSTR 100 11420 X 1 25 7.81 125 114' 8025957 51 DST 100 1/414 X 1 25 6.56 125 114" 8026957 52 0.ST 150 14-14 X 7-1/2 25 6.88 125 114" 8027957 53 DST200 1/474X2 25 7.50 125 1/4" 8028957 54 DST250 1/472X2-1/2 25 8.44 725 1/4" 8029957 55 DST300 7/414X3 25 9.06 125 1/4" 8030957 56 TEK500 12-24X1-1/2 25 6.88 125 Nut Driver 3/8" 8037957 29 0.STR1-10 12-24X1-1Y2 25 775 125 Use#74NU[Odver Q~J 318" 8038957 30 DSTR t" 1/420X 1 25 7.19 125 fbrSammysard 3/8" 8039957 31 DSTR516 5/1618X1-1/4 25 7.06 125 s~l Flead 3/8" 8040957 ffi 0.ST 10 11414 X 7 25 5.94 125 3/8" 8041957 33 DST 15 1l414 X 7-12 25 6.56 125 3/8" 8042957 34 D5T 20 1/414 X 2 25 6.88 725 318" 8043957 35 DST25 1/414X2-72 25 7.81 125 30 8044957 36 DST 30 1l414 X 3 25 8.44 125 318" 8145957 37 0.ST 516 511618 X 1-1l4 25 7.50 725 `J 3/8" 8046957 38 TEK 50 12-24 X 1-12 25 6.86 125 1/7' 8031925 601 DST2.0 1/414X2 25 8.44 125 part#8113910 1/2" 8032925 1113 0.ST2.5 1/414X2-7/2 25 9.06 125 Item#100 1/2" 8O33925 422 DSTR1.0 11420X1 25 625 125 112" 8034925 28 DSTR5.76 511678X1-1l4 25 10.00 125 1/2" 8035925 443 DST5.16 517678X1-1l4 25 8.44 725 112" 8036925 5 TEK5.0 12-24X1-1f2 25 7.50 125 ; ~ `Yr ~a^ r p p P 114" 8Q58957 64 CST200 5/16x1-12 25 8.44 125 3/8" 8059957 61 CST 20 5116 X 1-112 25 7.87 125 112" 8060925 65 CST2 5/76X1-1l2 25 8.75 125 Fig. 68 - Wide Throat Top Beam "C" Clamp w/Locknut ~ 5ize Range - 318" thru 3/4" rod Function - For attachment to structural shapes requiring wider throat especially under roof with bar joist construction. This clamp may be used in the set screw down position only. Approvals - Factory Mutual Engineering approved for rod sizes 3!8" and 1!2". Conforms to Federal Specification WW-H-171E, Type 23 and Manufacturers Standardization Society SP-69, Type 19. Finish - Plain Note - Available in Electro-Galvanized finish. Order By - Figure number, rod size and finish Note - Do not over tighten set screw. m Oftirn7ManuFecWrirg Facility • 1375 Sampson Ave. • Caona, CA 92879 • Ph: 951737.5599 • Faz: 951,737.0330 Cunaner Semice • 800786.5266 www.tdc¢cam Fig. 98 - Rod Stiffener Size Range - Secures 3/8" thru 7!8" hanger rod Material - Carbon Steel FuncEion - Secures channel to hanger rod far vertical seismic bracing. Fintsh - Electro Galvanized Note-Available in HDG finish or Stainless Steel materials. Order By - Figure number Fig. 99 -Aii Ti hread Rod Cui to Length Size Range - Secures 3/8" thru 7!8" rod in 1" increments Material - Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish Fig. 100 - All Thread Rod Full Lengths Size Range - Secures 3/8" thru 7/8" rod in 10' lengths Materiai - Carbon Steel Maximum Temperature - 750°F Finish - Rlaln NMe - Available in Electro-Galvanized and HDG finish or Sta.inPess Steel materials. Order By- Figure number, rod diameter and finish Dimensions • Weights - Max Rea Load Lbs. Rod For Service Temps ppprox. Size 650°F 750°F Wt.lT00 1/4 240 215 12 3/8 610 540 29 1/2 1130 - 5/8 1810 1610 . 84 2710 2420 123 - 7/8 3770 3360 - 169 1 4960 4420 222 11Y. 8000 7140 360 1H2 11630 10370 510 Dimensions • Weights Rod Max. Rec. Load Lbs. Size For Service Temps 650°F 750°F 3/8 610 - 540 1/2 - 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 - 3770 3360 m ORice/ManufacWring Faciliry • 1375 Sampson Ave. • Comna, CA 92879 • Ph: 951.737.5599 • Fax: 951737.0330 Custanu Service • 800.786.5266 wwvira/cacom Fig. 200 -"Trimline" Adjustabte Band Hanger Size Range - 112" thru 8" pipe Maferiaf - Carbon Steel, Mil. Galvanized to G90 specifications Function - For fire sprinkier and other general piping purposes. Knurfed swivel nut design permits hanger adjustment after installation. Features - •(112" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. •(2'/2' thru 8" Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Undervvriters' Laboratories listed (1/2" thru S") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finfsh - Mil. Galvanized. For Stainless Steel materi- als, order TOLCO TM' Fig.200WON. Order By - Figure number and pipe size FY , ,•j' _.1, ~ ~ 8 112 THRU 21NCH PIPE - 2 112 THRU 8 INCH FIPE Dimensions • Wei ghts P(pe Rod Size - Max. Rec. Approx: Size . Inch - Metric A B Load Lbs. Lengfh 1/2 3/8 8mm or 10mm 31/, 216 400 11 - - 314 3/8 8mm or 10mm 3'/, - 21/, 400 N 1 3/8 8mm or 10mm 3'/, 256 400 12 P/, . 3/8 8mm or tOmm 33h _ 27/, 400 13 - 1'/, 3/8 8mm or 10mm 3'/e 2'le . 400 14 2 3!8 8mm or 10mm 41/, . 3- 400 15 2Y, -8 Al~.. -4.~nfARF- -5% 4% 600_ 27 3 318 - -10mm 91, 4 600 29 - 3'/z 3/8 10m(TF- 7'/e - 591 600 34 . . 4 - 3!8 tOmm - 7'/e 5- - 1000 35 5 1/2 12mm 911, 61/, 1250 66 - 6 1/2 12mm 10'/e 61/1 1250 - 73 - 8 1/2 12mm 13'/, 8'h .1250 136 OHicellVlawfacluriiy Facility • 1375 Sampson Ave. • Caona, CA 92879 • Ph: 951.737.5599 • Fax: 951.737.0330 . . CusromerService-BW.786.51266 . . w~w.taltacom ES-A-C200/C200N ColtTT1 Series C200, C200N a~s FlRE& WATEHWORK9 Double Check Valve Assemblies Sizes: 2'/z" -10" (65 - 250mm) Features • Extremely Compact Design • 70% Lighter than Traditional Designs • 304 (Schedule 40) Stainless Steel Housing & Sleeve • Groove Flttings AIIow Integral Pipeline Adjustrnent • Patented Tri-Link Chedc Provides Lowest Pressure Loss • Unmatched Ease of Serviceability • Available with Grooved Butterfly Valve Shutoffs • Available for Horizontal, Vertical or N Pattern Instailations • Replaceable Check Disc Rubber The Colt C200, C200N Double Check Valve Assembfies are used to prevent backflow of pollutants, that are objectionable but not toxic, from entering the potable water supply system. The Colt C200, C200N may be installed under continuous pressure service and may be subjected to backpressure_ The Colt C200, C200N consists of two independently operating check valves, two shutoff valves, and four test cocks. For use in non-heaRh hazard applications. Specifications The Colt C200, C200N Double Check Valve Assembly shall consist of two independent Tri-Link Check modules within a single housing, sleeve access port, four test cocks and two drip tight shutoff valves. Tri-Link Checks shall be removable and serviceable, without the use of special tools. The housing shall be constructed of 304 (Schedule 40) stainless steel pipe with groove end connections. Tri-Link checks shall have reversible elastomer discs and in operation shall produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. Assembly shall 6e a Coft C200, C200N as manufactured by the Ames Company. Job Narne Job Location P.O. No. Approval Representative Ames prtNUCt specifiptlons 1n U.S custanaryuniLS and meVic aT app%nmate arid a/e proNded farieleMce onry. Faprecise measuremen6, Please caniacfM'es 7echnica! ServiO. Ames reserves ihe right N change armodily proUUCt desrgn, ansWCt/on, specifirations, amaterlals witlwut prtarnodce a/M witliaet /ncurting any obl/gatlan ta make such changes and motllM,xtions onAmes products preWavslynrsubsequentlysold. www.amesfirewater.com Configurations • Horizontal • Vertical up • "N" pattern horizontal Materials • Housing & Sleeve: 304 (Schedule 40) Stainless Steel • Elastomers: EPDM, Silicone and Buna `N' • Tri-Link Checks: NorylO, Stainless Steel • Check Discs: Reversible Silicone or EPDM • Test Cocks: Bronze Body Nickel Plated • Pins 8 Fasteners: 300 Series Stainless Steel • Springs: Stainfess Steel Dimensions - Weights C100, C200N Available Models suffiX: NRS - non-rising stem resilient seated gate valves OSY - UUFM outside stem and yoke, resilient seated gate valves BFG - UUFM grooved gear opereted butterfly valves with tamper switch 'OSY FxG - Flanged inlet gate connection and grooved outlet gate connection `OSY GxF - Grooved inlet gate connection and flanged outlet gate connection *OSY GxG - Grooved inlet gate connection and grooved outlet gate connection Available with grooved NRS gate valves - consult factory' Post indicator plate and operating nut available - consuft factory` *Consult factory for dimensions Pressure - Temperature Temperature Range: 33°F - 110°F (5°C - 43°C) Mauimum Worlting Pressure: 175psi (12.06 bar) ~T i J I ~ I I I O i I H - G P i) SIZE DN) DIPA E14SIO . !n. mm p in mm crosn m. mm C(NRS) !n. mm 0 irt mm G in. mm N !n. mm I !n. mm J P im mm in. mm C200NRS 2s. kgs. C2WC6Y Ibs !(qs C2WNNflS Pos. k5s C20INJOSY rw. lgs 2' 65 31 787 163e 416 9% 238 3'k 89 29' s 738 22 559 15'k 393 819 s 223 4'/~s 234 175 52 125 57 123 56 733 60 3 80 311bis 805 78'/e 479 10Ya 260 3" s 94 30'/~ 768 223/~ 578 171h 435 93/is 233 10l 267 131 59 145 66 144 65 158 72 4 100 33"Hs 856 22'/i 578 12~/~s 310 4 102 33 838 24 610 781 470 91stis 252 17'/~s 284 161 73 161 73 184 83 184 83 6 150 43~h 110.5 30% 765 76 406 5'fz 140 44'/a 1737 333a 857 23'tis 589 73% 332 15 381 273 124 295 134 314 142 336 152 8 200 50 1270 37'/a 959 191% SOE E11I6 170 541k 1375 405k 1032 27r/s 697 15'H6 399 173H6 437 436 199 480 218 513 233 555 252 10 250 57'/z 1460 45'/a 1162 2313/6 605 83H6 208 66 7676 -50 1270 32'h 826 175As 440 20 508 721 327 781 354 891 404 951 431 T C 0 ~A T~ C20OBFfi, C2QONBF('i G I P in. mm A ia mm C m. mm D !n. mm G in. mm "m. H mm I in. mm J !n. mm P In mm (70OBFG As kgs C200NBFG ft kgs. 2'fz 65 28 711 8 203 3'/z 89 29' 759 22 559 74' s 379 83Ha 223 9 229 56 25 64 29 3 SO 28'fi 724 SsHs 211 3"As 94 30"Hs 779 223a 578 15'/s 392 93/16 233 9% 247 54 24 67 30 4 700 29'tis 741 8"is 227 3"tis 94 31I' e 811 24 670 16'a 412 91°tis 252 10 254 61 28 84 38 6 750 361/2 927 10 254 5 43' s 1097 333 857 19" s 500 7T s 332 10l 67 117 53 1 7 8 200 43 1092 121/a 371 6'/z 765 511/16 1297 405h 1032 23'/~s 592 15"ti6 399 14'tis 361 261 178 337 753 NorylO is a registered trademark of General Electric Company. A Approvals `p5S1FjF, O C uL US C SAUS ~PrMLd 1015 2856 B64A For additional approval infortnation please contact the factory or visit our website at www.amesfirewater.com Capacity l1VFM Certified Flow Characteristics Flow characteristics collected using hutterfly shutoff valves. See literatue S-Colt-200{300 for gate valve flow characteristics " = Rated Flow = UL Tested -HOrizontal Vertical ------N-Pattem 2~h" (65mm) kPa P~ * kPa Psi 96 14 83 12 83 12 - N 69 10 69 10 ' V 55 8 55 41 8 6 ~ 41 6 28 4 28 4 14 2 14 2 0 0 0 50 100 750 200 250 300 350 gpm 0 0 0 190 380 570 760 950 1740 1330 Ipm 15 fps 4.6 mps 6" (750mm) 300 600 900 1200 1500 gpm 1140 7280 3420 4560 5700 Ipm 15 Tps 4.6 mps 3" (80nm) 8" (200mm) kPa psi * kPa psi 83 72 • - 83 12 ' N 69 10 H 69 70 ~ 55 8 N 55 8 41 6 " V 41 6 28 4 ' 28 4 14 2 14 2 0 0 0 0 0 100 200 300 400 5(10 gPm 0 500 1000 1500 2000 2500 gpm 0 380 760 1140 7520 1900 Ipm 0 1900 3gpp 5700 7600 9500 Ipm 15 fps 15 fps 4.6 mps 4.6 mps 4" (IOOmm) 10" (250mm) kPa psl * kPa psi 165 24 N 83 12 138 20 y 69 10 N v 110 16 H 55 $ H 83 12 41 6 55 8 28 4 28 4 14 2 - 0 0 p ~ . 0 100 200 300 400 500 600 700 80~ 9Pm 0 500 1000 7500 2000 2500 3006 35W gpm 0 380 760 1140 1520 19(10 2280 2660 3040 IPm 15 0 1900 3800 5700 760O 95(10 11400 73300 IPm ips fps 4.6 mps mps ~MPORTANT• INOU/REWI(H GOVERNINGAUTHORITIES PoR LOCAL INSTAlLATION REQUIREMENIS VICTAUUC- IS AN IS091101 CEIITIRW COMPANY Series 705W FireLock° Butterfly Valve with weatherproof actuator for 300 psi service PRODUCT DESCRIPTION The Series 705W butterfly valve features a weatherproof actuator housing approved for indoor or outdoor use. It has a ductile iron body and disc with EPDM disc coating. Tfie body is coated with a heat fused polyphenylene sulfide blend to meet FM requirements and the new coating requirements for the Sth edition of UL-1091. For fire protection services, Series 705W valve is UL Listed and FM Approved for 300 psi (2065 kPa) seroice. Flow performance exceeds UL Specification 1091 and FM Approval Standard 1112. Weatherproof Actuator Supervisory switches for valves are available 21/2 - 12" (73,0 - 323,9 mm) pre-wired (PW). Supply-side Tap Series 705VJ valves are available with a'/a° NPT supply side tap designed to allow direct water supply connection to Victaulic FireLock actuated fire protection valves. See separate drawings below. This is an optional feature and mus[ be clearly noted on all orders. Contact Vic[aulic for additional information on tapped valves. UL FM See Victaulic publicatlon 10.01 for tletails. DIMENSIONS ~K ~ ~ o b Do B I ~ i NPT D o Q Pyplly II' li G I y II II 11 ~-F iC ~ L E i-J H L A . H-M-N I I<-- A . Series 705W Series 705W with Tap ValveSize Dimensions - Incheslmillimeters AP~~ Nominal Actual ' Wgt. Ea. Diame[er Out Ola. E to E Hgt. K L 0 M N P Lbs.lkg InchesMm Inches/mm A B C D E F G H J 21/2 2.875 3.77 9.80 1.60 3.92 - 2.88 6.97 5.45 7A2 O.W 2.31 4.50 1.44 0.60 1.03 9.1 65 73,0 96 249 46 100 - 13 177 138 178 25 59 114 37 15 26 4,1 000 3 3 77 9.80 1.80 3.92 - 2.88 6.97 5.45 7.02 0.97 231 4.50 L50 0.60 1.03 9.1 76,1 mm . 76,1 . 96 249 46 100 - 73 177 138 178 25 59 114 38 15 26 4,1 3 3 500 3.77 10.48 2.14 422 0.08 3.50 7.61 5.45 733 ' 0.97 2.31 4.50 175 0.00` 0.80 9.8 80 . 88 9 96 266 54 107 2 89 193 138 186 25 59 114 45 0 20 4,4 4 , 4 500 4.63 11.89 2.71 5.09 0.07 6.01 9.05 5.45 8.59 0.97 279 4.50 2.60 0.73 122 15.3 100 . 114,3 118 302 69 129 2 153 230 138 218 25 71 114 66 19 31 6,9 5 500 88 5 1282 3.12 5.61 0.43 6.01 9.98 -5.45 fl59 0.97 3.92 450 _ _ _ Za~~ 139,7 mm . 139 7 . 149 326 79 143 11 153 253 138 218 25 100 114 9,1 5 , 563 5 5 86 12.ffi 3.12 5.61 0.43 6.01 9.98 5.45 8.59 •.0.97 3.92 4.50 - - - 20.0 125 . 141.3 . 149 326 79 143 11 153 253 136 218 ' 25 IDO 114 - - - 9.1 6 50~ 88 5 13.74 3.61 6.06 1.00 7.20 10.92 5.45 9.05 0.97 3.96 4.50 325 125 750 25.0 165,1 mm . 155 1 . 149 349 92 154 25 183 2]] 138 230 25 101 114 83 32 38 11,3 6 , 625 6 5.88 1374 3.61 6.06 1.00 720 10.92 5.45 9.05 0.97 .3.96 4.50 3.32 125 1.50 25.0 150 . 166,3 149 349 92 154 25 183 277 138 230 25 101 114 84 32 38 11,3 8 625 8 5 33 16.92 4.88 7.94 127 1020 14.06 828 13.30 2.05 2.66 6.00 5.10 0.18 0.91 52.0 200 . 219,1 . 135 430 124 202 32 259 357 210 338 52 68 152 130 5 23 23,6 Table continued on page 2. See notes on page 2. m aFCiciePEDTPAOEMFflK OF VICTAUIIC -0 COPYFIGHt 20IX1 VICTAULIC - PRIMED IN LLS.A. 20fifi flEV C Viclaulic Company of America • Phone: 1-800-PICK-VIC (1-800-742-5842) • Fae: 610-250-8817 • e-mail:pickvic@viclzulic.com Victaulic Company of Canada • Phone: 905-884-7444 • Fa: 905-884-9774 • e-mail: viccanatla(Ovictaulic.com Viclaulic Europe • Phone:32-9-381-1500 • Fa:32-9-38G-4438 • e-mail: viceum@vviclaulic.be Viclaulic America Latina • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vicalQvictauliccom Victaulic Asia Pacific • Phone: 65-6235-3035 • Fax: 65-6235-0535 • e-mail: vicap@victaulic.com ~ctaulico DIMENSIONS -~i K'F ~ b 0 Dia. I o o ~ - t° ~ LE A Serles 705W R ; 0 0 ;r~ ~i 'NPT lil ~ II SuPPIYTaP jl' II ;j - ~ - ~ _ ~FM -sl N~ ~ -NPH- k- A Serles 705W wi[h Tap ValveSize Dimensions - Inches/millimeters Nominal Actual AP~x' WgL Ea. Olameter Out. Dia. E W E Hgt. K L 0 M N P L6sJk InchesVnm Inches/mm A B C D E F G H J g 10$ 10750 6.40 19.14 5.84 8.69 172 122~ 1577 10.09 16.19 2.05 320 80.0 250 93.0 163 486 140 221 44 31D 52 81 I d 36,3 12$ 12750 6.50 21.54 04 10.00 2.66 1425 2.05 325 : 102.0 300 323,9 165 541 1]9 254 68 3fi2 52 83 - - 46,3 ' On centerline. # Comact Victaulic Company of Canatla for ULC Listings. 1. io prevent ro[ation of valves, it is recommentled that Series 705W be installed with Victaulic Sryle 07Zero-FlexO, Style 005 FireLock or Style HP-70 Rigitl Couplings. If Victaulic flexible couplings are used, atldi[ional support may be required. 2. Valve must not be installed with disc in full open position. Disc musl be partly closed so that no part is prolmding beyond end of vaNe botly.. 3. Victaulic gmoved entl butterfly valves are permittetl for use with grooved end pipe (IPS) only. Not permittetl Por use with plain end (IPS) pipe. 4. Series 705W valves are designed tor ambient weather contlitions as opposed ro submersible service. MATERIAL SPECIFICATIONS Body: Ductile iron conforming to ASTM A395, grade 65-45-15, and ASTM A-536, grade 65-45-12, coated with polyphenylene sulfide blend. Disc: Ductile iron conforming to ASTM A-395 or ASTM A-536, various grades, EPDM coated. Disc Coating: - • Grade "E" EPDM EPDM (Green color code). Temperature range-30°F to +230°F (-34°C to +170°C). Recommended for cold anii hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL dassified in accordance with ANSI/NSF 61 for cold +860F (+30°C) and hot +180°F (+82°C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Stem Bearings: Teflon impregnated fiberglass with stainless steel backing. Stem Bearing Nuts: Type 416 Stainless Steel. Tap Plug: Carbon steel, plated. O-Ring: EPDM Bracket: Carbon steel, painted. - Actuator: • 2112 - 6° (65 - 150 mm): Bronze traveling nut on a steel lead screw, in a steel housing. • 8- 12" (200 - 300 mm): Steel worm and cast iron quadrant gear, in a cast iron housing. Series 705W FireLockO Butterfly Valve PERFORMANCE The chart expresses the frictional resistance of Victaulic Series 705W in equivalent feet/meters of straight pipe. Valve Size Valve Size Actuel Actual . Naminal Outsitle Equlv. Nominal Outside Equiv. Dlameter Diameter Feetlm Oiameter Diameter Feet/m inches/mm Inches/mm ofPipe Incheslmm Inclies/mm ofPipe 21/z 2.875 5 1 165 6.500 8 65 73.0 1.6 , 165.1 2.5 3.000 5 6 6.625 8 76,1 mm ]6,1 1,6 150 168,3 2,5 3 3.500 5 8 8.625 11 80 88.9 16 200 219.1 3.4 4 4.500 . 12 10 10750 12 100 114,3 3) 250 2]3 3) 5.500 12 12 12750 14 139,7 # 139,] 3,] 300 323.9 4,3 5 5.563 . #millimeters 125 1a1.3 Cv Values Cv values for flow of water at +60°F (+16°C) with a fully open valve are shown in the table below. For additional details contact Victaulia Formulas for CV Values AP = Q Z Where: Cv z Q= Flow (GPM) _ Cv = Flow Coefficient Q= CV x„/A--p pp = pressure Drop (PSI) ValveSize ValveSize - ValveSize Actual Actual Actual Nominal Outsltle Nominal Outside Nominal Outside Oiameler Diameter Cv Diameter Diameter Cv Diameter Diamefer Cv Inches/mm Inches/mm (FullOpen) Inches/mm Inches/mm (FullOpen) Inches/mm Inches/mm (FullOpen) 2yz 2875 325 139 7 $ 5.500 1160 8 8.625 3400 65 ]3.0 . 139.] 200 219.1 76 1 mm 3.000 325 5 5.563 1150 10 10.750 5750 , 76.l 125 141,3 250 273 3 3.500 462 165 1 6.500 .1850 12 12750 8300 80- 88,9 . 165,1 300 323,9 4 4.500 600 6 6.625 ~ 850 100 114.3 150 168.3 Series 705W FireLoc4c8 Butterfly Valve SWITCH AND WIRING Supervisory Switch 2'/z - 12" (65 - 300 mm) sizes: Series 705W PW - Two, single pole, double throw, pre-wired switches. Switches are rated t 0A @ 125 or 250 VAC 60 Hz and 0.25A @ 250 VDC, O.SOA Q 125 VDC Supervisory Switch Wiring A. Pre-wired Switches (1) Switches Supervise Open Valve (2) One switch has two #18 MTW wires per terminal. Permits complete supervision of leads (see diagrams below). Second switch has one #18MTW wire per terminal. This double circuit provides flexibility to operate two electrical devices at separate locations such as an indicating light and an audible alarm in Ihe area at the valve installation. SwilS1 . Switch #2 S2 ( Normally Closed:(2) Blue - Sl~ Normally Open: (2) Brown ~ Common: (2) Yellow Normally Closed: ~ Blue with Stripe g2 Normally Open: Brown with Stripe Common: Yellow with Stripe (3) A ground lead, #14MTW is provided (green) uL usMo ~Nmion a coNOUrt y h NPI~ II ~I/ CONOIIRCONNECTOflS ~ WIPE NVIS NOTE: Connecting to Common Terminals (Yellow 51 and Yellow with Orange Stripe -52), and Normally Closed Terminals (Blue S1 and , Blue with Orange Stripe - 52); e.g., indicaror light and alarm stays on until valve is fuly opened; then indicator light and alarm go out. Cap oR unused wire, e.g., erown antl Brown wilh Orenge Stripe. Actuator Repair In the uniikely event of an actuator failure, complete actuation replacement is required. ALL REPLACEMENT PARTS MUST BE OBTAINED FROM THE MANUFACTURER TO ASSURE PROPER OPERATION OF THE VALVE. All actuators are supplied with a Vz" NPT outlet for conduit connection. Care must be taken to ensure water does not enter the actuator through this outlei prior to installation. Water entering ihe actuator will cause swiich malfunctions . This product shall be manufactured 6y Victaulic Company. All pmducts to be installed in accordance with wrreN Victaulic installation/assem6ly instmctions. Victaulic reserves ihe right to change product specifications, tlesigns and standard equipment without notice and wdhout incurring obligations. Series 705W FireLockO Butterfly Valve VICTAl1LIC° IS AN 1509001 CEATIFlED COMPANY Series 717 FireLockO Check Valves PRODUCT DESCRIPTION U~ U~C SeeVldaulic publicaHon 10.01 Sizes2Yx-3" fortleWils. V U~C FM See Victaulic publlceGOn 10.01 ror deWns. Slzes 4- 12 Series 717 FireLock check valve is a CAD-developed design that is hydrodynamically efficient. A totally rubber encapsulated disc on 4- 12" (100 - 300 mm) sizes provides superior corrosion resistance. This single disc design inwrporates a spring assisted feature for non-slamming operation. For systems requiring a Riser Check option refer to section 10.09. The 4" (100 mm) and larger sizes are provided with upstream and downstream drains and a welded-in nickel seat design. All sizes of Series 717 can be installed in the vertical or horizontal position to provide leak-free sealing under conditions as low as five feet of head. Each valve is factory tested to 500 psi (3440 kPa). The 21/2 and 3" (65 and 80 mm) sizes are UL/ULC Listed and 4" (100 mm) sizes and larger are UL/ULC Listed and FM Approved for services up to 250 psi (1725 kPa). Sizes 4- 8°/100 - 200 mm (except 165,1 mm size) are VdS approved. _ Grooved ends allow fast, easy installation with just two Victaulio couplings or the valve may be mounted to flanged (ANSI CL.150) equipment using either to Victaulic Style 741 VicFlangeO or Style 744 FireLock flange adapters on either end. DIMENSIONS I~-A -sl B I I~ O C y Typical 21/2 - 3" A OE Ik-K-al z I k-B -N J H- ~ 1~ 9z" NPT Upsireem Dreln 0 h° NPT Oownslreem Drain 0 2" NPT (Orain Optlonal) Typical 4 - 8" ~A-s~ -1-~ R ? ~ P C ~K~ ~ E 2 I~ g O'h° NPT Upstreem Drain 2 Ve" NPT Downstreem Drain Typlcal 10 -12" ValveSize Dlmenslons•Inches/millimeters Actual APProx. Nominal Outsitle Wgf. Ea. Dlameter Diamefer EtoE L6s. InJmm InJmm A B C 0 E J K P H kg 21/z 2.875 3.68 426 3.57 - - - - - - 3.6 65 73.0 99 108 91 - - - - - - 1.6 3.000 3.88 426 3.57 3.6 76,1 mm 76.1 99 108 91 - - 1,6 3 3.500 425 5.06 4.17 - - - - - - 4.5 80 88,9 108 129 106 - - - - - - 2.0 4 t 4.500 9.63 6.00 3.88 275 3.50 2.00 4S0 3.50 3.35 - 20.0 100 114,3 245 152 99 10 69 51 114 89 BS 9,1 5} 5.563 10.50 6.80 4.50 - 4.17 2.15 5.88 4,08 3.98 27.0 125 141,3 267 173 114 - 106 55 149 104 101 12,3 5.500 10.50 6.80 4.50 - 4.17 2.15 5.88 4.08 3.98 27.0 139,7 mm } 139) 26] 1]3 . 114 - 106 55 149 104 101 12,3 6} 6.625 11.50 8.00 5.00 - 4.50 2.38 6.67 4.73 3.89 36.0 150 188,3 292 203 12] - 114 61 169 120 99 172 6.500 11.50 8.00 5.00 - 4.50 238 6.67 4.73 3.89 38.0 165,1 mm 165,1 292 203 127 - 114 61 169 120 99 17,2 8} 8.625 - 14.00 9.88 6.06 5.05 5,65 2.15 8.85 5.65 575 64.0 200 219,1 356 251 154 128 144 55 225 144 146 - 29,0 10 70750 17.00 12.00 7.09 . 5.96 6.69 2.15 10.92 673 - 100.0 250 2]3,0 432 305 180 151 170 55 .2]] 171 - 45.4 12 12750 19.50 14.00 8.06 6.91 7.64 251 12.81 7.73 - 140.0 300 323,9 495 356 205 176 194 64 925 196 - 63,5 } Vd5 Approvetl e REGISTEPED TPAOEMAFK OF VICTAULIC - 0 COPYRIGHT 2003 VICTAULIC - PFIM'ED IN U.S.A. 1479 aEV o Victaulic Company of America • Phone:l-800-PICK-VIC (1-800-742-5842) ~ Fax: 610-250-8817 • e-maiCpickvic@victaulic.com Victaulic Company of Canada • Phone: 905-884-7444 • Fau.905-884-9774 • e-mail: vicranada@victaulic.com Victaulic Eumpe • Phone:32-9-3814500 • Faz: 32-9-380-4438 •e-mail: viceuro@vicfaulic.be VictaulicAmerica La[ina • Phone:610-559-3300 • Fa: 610-559-3608 • e-mail: vical@victauliacom Victaulic Asia Pacific • Phone: 65-6235-3035 • Fax: 65-6235-0535 • e-mail: vicap@vicfauliacom . 1~'i~.cu'I~i~ FLOW CHARACTERISTICS 6.0 5.0 4.0 SERIES 717 NOTE: Placement of check valvestoo close to sources of unstable flow will shorten the life of the valve and poteMialy may tlamage the system. To eaiend valve life, valves should be installed a reasonable tlistance downstream froM pumps, elbows, expanders, reducers or other similar devices. Sound piping prectices diciate a minimum of five (5) times ihe pipe diameter for general use. Dislances between three (3) and iive (5) diameters are allowable provided the flaw velociry is less ihan eight (8) feet per secontl (2.4 mps). Distances less than ihree (3) diamelers are not recommentled and will violate the Victaulicproductwarranry. 0.1 FLOWOFWATEF oz zo ao ao so eo 100 200 aao aoo soo 1,000 2,000 4,000 s,aoo 10,000 20,000 eoo 3,000 8,000 FLOW RATE - G.P.M. MATERIAL SPECIFICATIONS 3.0 2.0 fA a o B Q 0.8 p 0.7 W 0.6 ~ 0.5 ~ y 0.4 ¢ 0.3 a Body: Ductile iron conforming to ASTM A-536, grade 65-45-12. 21/2 - 3° (65 - 80 mm) sizes PPS coated. 4- 12° (100 - 300 mm) sizes painted black enamel. Body Seat: 21/2 - 3" (65 - 80 mm) sizes PPS coated. 4- 12" (100 - 300 mm) integrally welded on nickel alloy. Disc Seal or Coating: • Grade "E" EPDM EPDM (Green color code). Temperature range -30°F to +230°F (-34°C to +1100C). Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F (+300C) and hot+180°F (+82°C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. `Services listed are Generai Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. . Discs: 21/2 - 3" (65 - SO mm) Aluminum bronze conforming to ASTM 8-148. 4- 12' (100 - 300 mm) ductile iron conforming to ASTM A-536, grade 65-45-12, fully encapsulated in Grade "E" elastomer. Shaft: 21/2 - 3" (65 - 80 mm) Type 416 stainlesssteel. 4- 12" (100 - 300 mm) Type 316 stainless steel; Spring: All sizes Type 302I304 stainless steel. Shaft Plug: 211e-3° (65 - 80 mm) only; SAE Hex SocketType conforming to ASTM A-576, cadmium plated to military specifications QQ-P-416A, class 3 type 2. 4- 12" (100 - 300 mm) only; carbon steel zinc plated to ASTM B-633. Pipe Plug: 4- 12" (100 - 300 mm) only; carbon steel zinc piated to ASTM B-633. This protlucf shall be manufacNretl by Victaulic Company. All products shall be Installed in accordance with current Victaulic installation/assembly instructions. Vidaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Series 717 FireLocl Gheck Valves 1 -A S/AMESE FDC CONNECT/ONS Straight Pattern Single Clapper Size: 4" 9 2-I/2"(F) x swivel 2-I/2"(F) NST Finish: rough brass, polished brass, chrome plated brass UL Branding: "AUTO-SPKR" FM Ciry chreads: Detroit, Louisville, Cincinnati, Pittsburgh/Phoenix, Cleveland, Denver, Toledo Degree Pattern ►e C/apper x swivel 2-I/2"(F) NST Finish: , polished brass, Size: \"AUTOR" chroms ~ BrandiR" City thruisvill Cincinnaxi, Pittsbur eland, De er, Toledo 7-6 S/NCLE /NLET 50 2-I/2" female NPT hex x 2- I/2" female Does not include plug or wall plate Finish: rough Brass; polished brass, chrome plated brass City threads: Detroiq Louisville, Cincinnati, Pittsburgh/Phoenix, Cleveland, Denver, Toledo S/NGLE /NLET CONNECT/ON - Consisu of: (I) round plate branded "Standpipe" or " (I) 2-I/2" double female connection. (I) 2-I/2" pin lug plug with chain Rigid hexagon end 2-I/2" NPT ivel Finish: rough brass, oit, Louisville, Cincinnati, Pi urghlPhoenix, Toledo chrome plaed brass PoCitylished threads: bDerasst , U~ FM FDC NST ~ ~ 61/i6" 9~--~ 4-3/1I Vrz~ ~4-1/2~ I O 5 ~8., ~3 -7/B"~ / 3TIL 6" ~ (1)4-7 / 16" O.D. round cutcheon plate, with swivel COMP E 5/NGL /NLET RES/DENTIIIL CONNECT/ON Exposed typ for residential "Automatic" sprinkler systems. Auto pl<r." Consisu of: (I) I-I/2"x I-I/2 oublefemaleconnection. (I)I-I/2" pin lug pIu ith chain end F. 2-I/2" NST Rigid hexagon end I-I/2" NP x swivel end F. I-I/2" NST NST only Finish: rough brass ~ V 800-854-1015 www.argca.com FAX 760-727-3270\ 1 Riser Manifold Figure 513, 513D/513R Commercial - N FPA 13 Systems Floor Control - High Rises Residential - NFPA 13D/13R Systems Tyco Fire ProducGS - www.tyco-grooved.com 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 - USA Customer Service/Sales: Tel: (215) 362-0700 ! Fax: (215) 362-5385 Technical Services: Tal: (&QO) 381-9312 [ Fax: (800) 791-5500 ~ - CENTRAL Grooved Piping Products L See Fire Protection u ~C SuhmittalSheetfor . FM pressure 2ting and Listing and ppproval information The Fgure 513, 513D/513R Riser Manifold provides all of the accessory equipment for a riser in a single assembly. The availability of the Riser Manifold in different configuretions allows cost effeetive riser instal4ation in commercial (NFPA 13) systems, high rises requiring 8oorcontrol assemblies, and residential systems (NFPA 13D/13R). The threaded ends of the t" and 116" bodies, the threaded by grooved ends of the 2" bodies, and the grooved ends of the 1%s" - 6" bodies allow for an easy transition to either check or control valves. The exclusive and dedicated flow switch designed for the manifolds has been tested and Listed for use in this specific configuration by Underwriters La6oratories, Underwriters Laboratories of Canada and Factory Mutual. Installation is simplified with one convenient take-out for the t" and 11/2" threaded and t'/a" grooved versions, as well as one take-out for the 2" threaded by grooved and the grooved sizes 2" - 6". The Riser Manifold is approved for installation in either the horizontal or the vertical position. The optional relief valve assemWy is avaifable for locations which require ralief valves on gridded systems. Riser Manifolds for use in Canada only . are provided with a Water Flow Switch that has a Tamper SNritch mounted inside for cover removal detection. Technical Data Figure: 573 (commercial) 5730 (residential) 5130/513R (residential) Styles: Threaded or Grooved Sizes:l 1 Yz', 2', 2'/: , 3", 4' and 6' Approvals: UL, FM, and ULC Maximum Working Pressure: 175 psi Standard Finish: Painted Optional Accessorier. Pressure Relief Valve Kit (see page 7) No. 28-1.6 General Description Figure 1 1" Threaded Residential Riser Manifold Figure 513D Approximate Trimmed Weight - 7.5 1bs. (3.4Kg.) Fhe width of the Riser Manifold is approximately 3'h". y» Note: Items 7& 8 are used on (Nanifolds for use 10.00 in Canada Only 12541 4.50 [114.3] Figure 1- Bill of Material 1°Threadad Rasideniial Riser Manifnid Detail No. Description No. Req'd Part Numher 1 Manifold Body F x F 1 976-363-01 2 Potter Waterflow Switch # VSR-SF w/Paddle f H-416-01 3 Ya"WaterPressureGauge 1 971-118-02 4 'f<" 96° Street Elbow 1 H-463-075 5 Close Nipple 1 H-474-12 6 Ba14 Valve 1 971-116-02 7 Tamper Switch (l1LC only) 1 H-419-01 8 Label (ULC only) 1 976-343-01 Figure 2 1Yz" Threaded Residential Riser Manifold 6igure 513D/513R Reference Figures 2 and 3 Bill of Materials (page 3) 3.63 [922] I F~W '.53.E'IS} ~ BOTH ENDS u0 2.88 ~ [732] - 9.75 [247.7] `Approxtimate thre2tl engagement. Note: Values shown in parenthesis are in millimeters 5.38 [t36.TJ~j~ ~ ' .63 [16] I `mA~~ i 1 OQ I_ ApproximateTrimmedWeight-8.71bs.(3.9KgJ ~w 10.00 13 The width ofthe Riser Manifold is approximately 3'/z". [2541 ~ y63 Note:ltems 16 & 17 are used on Manifolds for use [161 ~ in Canada Only. F 1725 [285.8) Male x Male Bndy QptiQn r ~ t i . 63 4.50 I` [114.3] [161 . ~ . 11.38 [289.1] 'Approximate thread engagement. Note: Values shuwn in parenthesis are in millimeters 2 Figure 3 i'/~" Threaded Commercial Riser Manifold Figure 513 For optional pressure relief valve, see Figure 10 (page 7) Approximate Trimmed Weight -11.2 Ibs. (5.1 Kg.) . The width of the Riser Manifold is approximately 31/2" Note:ltems 16 & 17 are usetl on Manifoltls for use in Canada Only. 14 38 [365.3] F 1125 [285.8] Male x Male Body Option 12.50 [317.5] 625 [158.6] -~I `.63 [i6] =p 10.00 I254] Oj i ~ ~ ~ .63 ~ ,.13 I I 76I [28.7] ' .63 ~g~ 5.50 E - [139.7] 'Approximate thread engagement. Note: Values shown in parenthesis are in millfineters Figures 2 and 3- Bill of Material t'A" Thrr.aAed Residential and Cnmmercia4 Riser Manifold Detail D i ti No. Req'd Part Na. escr p on Com. Res. Num6er 1 Manifold 8ody M x f 1 1 976-339-01 2 Potter Waterflow Switch # VSF-SF w/ 1'/a° Paddle 1 1 H-416-02 3 1° Bali Valve F101 0 1 971-116-03 4 1' x Yz' x 1' Reducing Tee t 0 H-469-100-050-100 5 1° Insp. Test & Drain Valve F202 w/'/z Test Orifice 1 0 971-122-04 6 Sight Glass M x F 1 0 H-418-100 7 Ya` Water Pressure Gauge 0 1 971-118-02 7a Ya' Water Pressure Gauge 1 0 971-118-01 8 '/a' Pipe Plug 1 0 H450-025-000 9 '/a' 3-Way 61obe Valve 1 0 971-119-01 10 Y<" x 3° Nipple 1 0 H-459-025-30 11 1' x Yz" z 1°Califomia Tee 0 1 976-385-01 12 1/2z° Pipe Plug 1 1 H450-050-000 13 1' Glose Nipple Q 1 H-474-16 14 1° BaII Valve 1 0 971-121-01 15 11/2' Close Nipple 1 1 H-474-24 16 Tamper Switch (ULC only) 1 1 H-419-01 17 Label (ULConly) 1 1 976-343-01 3 Figure 4 11W' 6rooved Commercial Riser Manifold - Figure 513 For optional pressure relief valve, see Figure 10 (page 7) Approximate Trimmed Weight -1121bs. (5.1 Kg.) The width of the Riser Manifold is approximately 3Yz" Note: Items 12 & 13 are used on Manifolds for use in Canada Only. Figure 4- Bill of Material V!' (;rnnvnrl f:nmmarrial Riear Manifnlri 1a.ae [365.3] 10 10.00 [zsa1 4 ~ 1.13 •.63 [z8.7~ 1161 625 [158.8] 0 72.50 [317.51 I ~Q s~ ~ 5.50 I [139.7~ ~i Oetail Na Description No. Req'd Part Number 1 Manifold Body G x G 1 976-399-02 2 Potter WateAlow Switch # USR-SF w/ 1Ya° Paddle 1 H-416-02 3 1' Ball Valve F101 1 971-121-01 4 1° Insp. Test & Drain Valve F202 w/'/e Test Orifice 1 971-122-04 5 Sight Glass M x P -1 H-418-100 6 Ya"Water Pressure Gauge 1 971-118-01 7 Y<" Pipe Plug 1 H-450-025-000 8 3-Way GIo6e Valve 1 971-119-01 9 Y," x 3' Nipple 1 H-459-025-30 10 1° x Ys x 1' Reducing Tee t H-469-100-050-700 11 1/2e° Pipe Plug 1 14•450•050-000 12 TamperSwitch (ULC oniy). i H-479-01 13 Label(ULC anly) 1 976-343-01 Figure 5 2" Groovetl Resitlential Riser Manifold Figure 513D/513R Reference Figures 5 and 6 Bill of Materials (page 5) For optional pressure relief valve, see figure 10 (page 7) Approximate Trimmed Weight-11.0 Ibs. (5.0Kg.) 1 13.00 The width of the Riser Manifold is approximately 31h". t330.2a Note: Items 16 & 17 are used on Manifolds for use in Canada Only ,300 1 225 (5]21 ta 2" Male x 6ropve Body Qption 4 '.63 [i6] `Approximate thread engagement. Note: Values shown in parenthesig are in millimeters 12.00 I306_81 5.a4[138.21 -i se 4.50 [114.3] *Approximate thread engagement. Nate: Values shown in parenthesis are in mitlimeters Figu re b 2", 21/2', 3", 4", antl 6" C Grooved Commercial Riser Manifold - Figure 513 550[139.]~ i For optional pressure relief valve, see Figure 10 (page 7) Approximate Weights and Dirnensions of Trimmed 2". 21/2". 3'. 4". and 6° Grooved Commercial Riser Manifolds A B C D Appx. Width Weight Size Inches Inches Inches Inches Inches Lbs. Inches mm mm mm mm mm Kg. 1713 0.88 12.88 525 3.50 13.5 2 135.0 22.2 327.0 139.7 88.9 6.1 18.13 1.88 73.75 6.38 3.50 16.8 2/2 460.4 47.6 349.3 155.6 88.9 7.6 18.13 1.88 74.38 6.25 3.50 78.7 3 460.4 4Z6 365.1 158.8 88.9 8.5 20.00 3.75 17.38 8.38 4.50 32.7 L 508.0 95.3 441.3 212.7 114.3 14.8 20.00 3.75 1925 925 6.63 41.6 6 508.0 95.3 489.0 235.0 182.3 18.9 ^13.00 P3021 Figure 5 and fi- Bill of Material r r.,,,,,,oa 9" Thmndad v f:rnmiad and 9° J1/~ a° a^. and R" Cnmmereial Riser Manifold 4w A eQ ~D 63 [t~ " ApproYtimate thread engagement. " 13' is the take-aut for all sizes 2'through 6' Note: Values shown in parenthesis are in millimeters ~ Detail No. . - - - - - - Description 2" Manifold Body 6roove x Groove No. Req'd 1 Part Number 976-254-01 2'/z°Manifold Body Groove x Groove 1 976-254-02 1 3" Mantfold Body Groove x 6roove 1 976-254-03 4° Manifold Body Groove x Groove 1 976-254-04 6° Mani(oldBody Groove x Groove 1 976-254-05 1a 2° Manifold Body Male x Groove 1 976-411-01 Potter Waterflow Switch # VSC w/ 2° Paddle 1 976-357-01 Potter Waterflow SwitCh # VSC w/ 21/2' Paddle 1 976-357-02 2 Potter Watertlow Switch # VSC w/ 3" Paddle 1 976-357-03 Potter Waterflow Switch # VSC w/ 4° Paddle 1 976-357-04 Potter Waterflow Swi[ch # USC w/ 6" Paddle 1 976-357-05 1° Ball Valve F101 (2°) 1 971-121-01 3 11/4a° BaII Valve F101 (21/z' and 3") 1 971-121-02 4 2" BaltValve F101 (4' and 6°) 1' Insp. Test & Drain Valve F202 (2') w/'/z° Test Orifica 1Y° Insp. Test & Drain Valve F202 (2'/z and 3°) wlYz Test Orifice 1 1 1 971-121-03 971-122-04 971-122-05 2' Insp. Test & Drain Valve F202 (4° and 6°) w/ Ys Test Orifice 1 971-122-06 1° &l4ht 61ass (T) 1 H-418-1 QO 5 1'/a' Sight 6lass (2Y° and 3°) 1 H-418-125 Sight 61ass (4° and 6°) 1 H-418-200 6 1/,<° Water Pressure Gauge 1 971'1 18'01 7 Ya" Pipe PIU9 1 H-450-025-000 S g '/a" 3-Way Globe Valve '/a° x 3° Nipple 1 1 971-119-01 H-459-025-30 10 11 1° Pipe Plug t" x%z° x 1° Reducing Tee (2° tYa° xx Reducin Tee 21/2and 3° 1 4 1 H-450-100-000 H-469-100-050-100 H-469-125-050-125 2' x%z x 2' Reducing Tee (4° and 6') 1 H-469-200-050-200 12 % Pipe Plug 1 H-450-050-000 13 1° x Yz x 1°California Tee 1 976-385-01 14 1°CloseNipple 1 H-474-16 15 1' Ball Valve F101 1 971-116-03 16 Tamper Switch (ULC only) t H-419-01 17 Label(ULC only) 1 976-343-01 Note: Items 16 & 17 are used on Manifolds for use in Canada Only. Figure 7 Patter Waterf4ow Switch Terminal Connections O J~GOoGf Caution: An uninsulated section of a single conductor is not permitted to be looped around the terminal and serve as two separate connections. The wire must he severed to serve as two separate connections, thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. Figure S Potter Waterflow Switch Typical Electrical Connections Local Bell Transformer or Battery Powered Open on Alarm Cinse on •Alarm Signaling Device Sryle B / Class B End of Line Resistor CKT.(see note) Open on Close on End of Line Alarm ALarm Resistar Typical Switch Action Open on Close on Alarm • Alarm Suparvised Loop (see note) Tn Additiortal se on From Open on 7 Devices or AIarm Control Alarm Retum to Panel Control Note: For supervised circuits, see "Switch Terminal Connections" and caution note (above). The Model VSC and Model VSR-SF have twn switches, one can he used to Qperate a central statian, prnprietary or remote signaling unit, while the other contact is used to operatea local audible or visual annunciator. Testing; The frequency of testing for the Model VSC and Model VSR-SF and their associated protective monitoring system should be in accordance with applicable NFPA Standards and/or the Authority Having Jurisdiction, but under no circumstances less than 6imanthly. Figure 9 Potter Tamper SwitCh Typical Electrical Gonnectinn Contacts S.P.D.T. (form C) N.C. V Com. Gontacts shown with Coverin Place Contact Rating: 5A@125V AC N.Q. F.5A@30V DC Installation for Models VSC and VSR-SF: Remove the one retard assembly mounting screw. Pface the switch assem6fy over the retard mounting tah. Replace the screw. Figure 10 Qptinnal Pressure Relief Valve 6rooved Commercial Trim - Figure 513 Relief Valve is factory set at 175psi (nonadjusta6le). Note: If the optional pressure relief kit is desiretl for Figures 3 and 4, an outlet on the riser must be provided, and the connection and material between the riser and the man'rfold will need to be supplied and fa6ricated bythe installer. ~ Figure 10 - Bill of Material Clptiunaf Pressure Hefief Vafve Kit Detail No. No. Req'd Part Number 1 900 Compression Fitting 2 H-475-050-038 2 Yz°Watts Pressure Aelief Valve Model FP53L (UL, FM) 7 H-476-01 Tubing (2°) 1 976-419-01 3 Tubing (21/2" and 3°) 1 976-419-02 Tubing (4° and 6°) 1 976-419-03 4 1° x 1/2s° Reducing Bushing 1 H-477-01 \ M = Male N.P.T. F = Female N.P.T. G = Grooved Connection ~m P~ 4 FtAW ~ No~. UOSm A NCliMPLLY ~ MOWJN 9 POSRiIX1 nQ ~ptional Figure 513 Pre&sure Relief Vafve Kit Size Part Number 2° 4063 21/2" and 3° 4072 4' and 6" 4073 Part Size Figure Number Size Figure Part Number t° 513D, F x F(UL, FM) 4067 2' 513D/513R, M x G(ULC) 4094 1' 513D, F x F(ULC) 4085 2' 513D/513R, G x G(UL, FM) 4059 1%z° 513D/513R, F x M (UL, FM) 4057 2° 51311513R, 6 x G(ULC) 4093 tYz" 513D/513R, M x M(UL, FM) 4058 2' 573, G x 6,'/z° Test Orifioe (UL, FM) - 4060 1'/z 513D/513R, Fx M(ULC) 4088 2' 513, G x G, Yz Test Orifice (ULC) 4090 1%z 513D/513R, M z M(ULC) 4089 2'h' 513, G x.G, Yz Test Orifice (UL, FM) 4061 1%z" 513, F x M'!z" Test Orifice (UL, PM) 4055 Z'/z 513, G x G, %z°Test Orifice (ULC) 4091 t%z 513, M x M'/~ Test Orifice (UL, FM) 4056 3' 513, G x G, Yz Test Orifice (Ut, FM) 4062 11/2' 513, F x M'/z Test Or'rfice (ULC) 4086 3' 513, 6 x 6, Yz" Test Qrifice (ULC) 4092 P/c 513, M x M%z Tesf Orifice (ULC) 4087 4' 313, G x G, Y: Test Or'rfice (UL, FM) 4065 1'/z" 513, G x 6 Ys Test Orifice (UL, FM) 4056G 4' 513, 6 x G, Yz" Fest Orifice (ULC) 4095 1Yz° 5 3, G x G 1/2z°Test Oritice (ULC) 40876 6' 513, G x G, Yz Test Or'rfice (UL, FM) 4066 2° 513D/513R, M x G(UL, FM) 4064 6' 513, G x G, Yz Test Orifice (ULC) 4096 Ordering Procedure Ordering Information: When placing an order, indicate the full product name. Please speciry the 4uantiry, figure num6er, sryle, and size. (see page 7 for figure and part num6ers) Availability and Service: Grooved Piping Products, valves, accessories and other products are availa6le throughout the U.S., Canada, and internationally, through a neiwork distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordanGe with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediatety corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained hy a qualified Inspection Service. . Limited Warranty Products manufactured by Tyco Fire Products are warranted solety to the original Buyer for ten (10) years against defects in materiat and workmanship when paid for and property installed and maintained under normal use and service. This warranrywill expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or eomponertts manufactured by cnmpanies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corrosion, or which have not heen installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire General Notes: It is the Designer's responsibility to select products suihble for the intentled service and to ensure that pressure ratings and pertormance data is not exceeded. Always read antl undershentl the installafion instructions (IH-1000). Never remove any piping component.nor correct or modify any piping deficiencies without first depressurizing and draining the system. Materiat and gasket selection shoultl be verified to be compati6le for the specific application. Y'q&:O f/owCOnvo/ 1TyCO Fiie l Producta Products neither assumes, nor authorizes any person to assume for it, any other obligatfon in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inacwrate or incomplete information supplied by Buyer or Buyers representatives. IN NO EVENT SHALL TYCO FIRE PRQOUCTS BE LIAHLE, IN. CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTfAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSf61LITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS LIABILITY EXCEED AN AMQUNT EQUAL TO THE. SALES PRICE. THE FOREGOING WARRANTYIS MADE INLIEUOFANYANDALL OTHER WARRANTIES EXPRESS OR IMPL/ED. lNCLUD/NG WARRANTfES OF MERCHANTABlLITYAND F/TNESS FORA PARTICULAR PURPOSE I O 9001 Certfied CQmpany Printed in U.S.A. 1-03 Cfry of Wheat Podge DepaMcent of Public April 12, 2006 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Bob Kelsey, P.E. Peak Civil Consultants 2828 N. Speer Blvd., Suite 210 Denver, CO 80211 Re: - Third Review Comments of the Final Drainage Ryort and Construction Plans for the proposed Wheat Ridge Head Start to be located at 12725 West 42 Avenue, Wheat Ridge, CO 80033. Dear Mr. Kelsey, I have completed the third review of the above referenced documents received on Apri15, 2006. This letter is to inform you that the Final Drainage Report and Construction Plans far the above referenced development have been reviewed and aze hereby approved for conslruction by the Department of Public Works. Please be aware of the following items regazding the construction of the projecti 1. Grading and Erosion Control The erosion control for the project shall be in place prior to the commencement of any grading activities, and maintained as needed during the course of construction. Please be advised that additional erosion control measures may be required if deemed necessary by the City Inspector. 2. Application for Grading/Fill Permit Prior to the commencement of any onsite grading, an Applicafion for Grading/Landfill Permit, along with the fees due will need to be submitted for review and approvaL 3. Drainage Certitcation Required Prior to C.O. / C.C. Upon compierion of the drainage improvements, the Engineer-of-Record Mr. Bob Kelsey, P.E., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter stating that the site grading was completed per the approved Grading & Erosion Control and Drainage Plans, all drainage facilities were constructed and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and the construction of alt drainage facilities was completed in accordance with these documents. The Drainage Certification Letter shall be submitted to tlie City for review and approval, and shall be accompanied with As-Built Plans for all constructed drainage facilities prior to issuance of a Certificate of Occupancy (or Certificate of Completion). Two (2) copies of the "As-Built" Plans shall be submitted as follows: a. 1 copy is to be on full-size 24" X 36 " bond paper, and b. 1 copy is to be on electronic media (DVD or CD-ROM) and shall be in an AutoCAD compatible drawing format. 4. Public Improvement Restorafion/Debris Tracking ~ It will be the responsibility of the of the contractor for the project to repair any damage to the existing public improvements along 42°d Avenue as a result of related construction traffic in the azea. Also, the contractor will be responsible for maintaining 42°a Avenue on a regular basis such that it remains free of construction debris and tracking from construction traffic accessing the site. 5. 2-Year Warranty Period for Public Improvements The contractor shall warrant all work performed within the public Right-of-Way for a period of two (2) yeazs, commencing upon completion of all constructed pubiic improvements and Final Acceptance by the City Inspector. Prior to the expiration of said 2-yeaz Warranty Period, if the City Inspector deems that the constructed public improvements are in such condition as to requue repairs or replacement, the contractor shall complete such repair work upon request per the City of Wheat Ridge Permit Testing and Tnspection Requirements. 6. Right-of-Way Construction Permit(s), Licensing, and Bonding Prior to any construction within the public right-of-way, the necessary Right-of-Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right-of-Way Construction Pernuts are issued only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications. In addi6on, if the cost of the proposed public improvements exceeds $10,000, additional warranty bonding shall be required. Based upon the cost estimate provided by Mr. Bob Kelsey, P.E. for the proposed storm sewer (see attached estimate), the contractor shall provide a (warranty) bond in the amount $22,725.00 to remain in force for the full 2-year warranty period, prior to the issuance of the Right-of-Way Construction Permit. 7. Materials Testing for Construction within the Public Right-of-Way It will be the responsibility of the developer/owner, to provide the necessary testing, as applicable for the scope of this project, for sub-grade compaction and other related material tests for any improvements to be conslructed within the public Right-of-Way. (SEE ATTACHED MATERIAI. SAMPLING & TESTING REQUII2EMENTS) The above comments are as of the date reviewed and may not reflect all commenfis from other departmen4s or reviewing agencies. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer CC: Steve Nguyen, Engineering Division Manager Meredith Reckert, Senior Planner Chad Root, Chief Building Official File WR Aead Start (12725 W42nd) - approval.ltr.doc CITY OF WHEAT RIDGE MATERIALS AND TESTING REQUIREMENTS FOR CONSTRUCTION OF PUBLIC IMPROVEMENTS DESCRIPTION Materials sampling and testing for public improvements shall be performed by an independent materials testing company at the expense of the developer, and/or utility district. Unless otherwise designated, all referenced specifications, standards or policies shall be the latest edition as revised ar updated by approved supplements published and issued prior to the date of the building permit. REQUIREMENTS All materials sampling and testing shall be performed by certified, experienced and qualified materials testing technicians who work under the supervision of a registered professional engineer in the State of Colorado. All materials sampling and testing equipment shall be serviceable and have current calibrated certifications. Soil classifications and moisture-density curves shall be provided to the Department of Pubiic Works inspector prior to in-place density testing. Materials testing technicians shall furnish copies of failed test results to the inspector as promptly as the results become available. On a weekly basis when testing is being performed, the developer shall furnish the inspector with copies of a11 test results taken during the prior week and a cover letter, signed by the supervising registered professional engineer, which suminazizes the results and discusses any failed tests or inconsistencies. The City materials testing requirements aze provided in Table 720-1. All testing procedures of verification and central lab requirements shall be as specified in the Frequency Guide Schedule of the Colorado Departsnent of Transportation Field Materials Manual. One test is required for any fraction of the specified frequency. The reference to Section 203.07 in the table is from the Colarado Deparhnent of Transportation Standard Specifications for Road and Bridge Construction. 3 WRHeadStazI(12725 W42nd)-appmval.ln.doc Table 720-1 City of Wheat Ridge Materials Testing Requirements Type of Test Frequency Remarks Soil Survey (Classification), 1 per 500 feet of roadway, Surveys for roadway and trench AASHTO M145 Sidewalk or pipe trench may be combined Moisture-Density Curve, 1 per on-site soil type AASHTO method determined AASHTO T99 1 per import material source By soil or materials type Embankment in-place density, 1 per 250 feet per lane per 6-inch . Minimum density per soil Colorado Procedures loose lift classificafion, Section 203.07 Roadway subgrade in-place 1 per 250 feet per lane Minimum density per soil density, Colorado Procedures Classificarion, Secrion 203.07 Sidewallc subgrade in-place 1 per 250 feet of sidewallc Minimum density per soil density, Colorado Procedures Classification, Section 203.07 Pipe trench in-place density, 1 per 200 feet of trench per 18 inch Minnnum density per soil Colorado Procedures vertical interval Classification, Section 203.07 Aggregate base course in-place 1 per 250 feet per lane Minimum 95% of maximum densiby, Colorado ProcedurPs Density, T180 Lime treated subgrade in place 1 per 250 feet per lane No 18ss than 95% of std. dry density, Colorado Procedures density and opt. moisture, T99 Cement treated base in place I per 250 feet per lane Density in accordance with coniract density, Colorado Procedures documents, T134 Hot Bituminous Pauement 1 per 1000 tons Within specifications of asphalt content and gradation Approved mix design, binder PG 64-22 Hot Bituminous Pavement in place 1 per 100 tons 92-96% of maacnnum density, T209 density, Colo. Procedures Concrete compressive strength 1 set per 50 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewallcs and curbing Concrete air content and slump 1 per 25 cubic yards PCC pavement, structural AASHTO Procedures Concrete, sidewallcs and curbing WRHead Star[ (12725 W42nd) - approval]tr.doc ProJact: Heatl Start-Whea4itlge Prepared 9y: BK / Date: Apri13, 2006 Job Number. 04.18 ClienL Luis O. Acosta Nchiteds Peak Civil Consultants Civil Improvements Conceptual Cost Estimate crviiangieevieg&Land➢evelopment5erviw Itam Quantity Uni[ UnifCOSt CostPerltem Descrlption Oq Site FuIIDepUtASphall 8,288 SYI $2.00 $12,576.00 Pssumes6"depN 5' Concrele Sidewalk 515 LF $15.00 $7,725.00 VerticalCurb&Gutter 590 LF $9.00 $5,370.00 SidewalkChase 2 EA $1,000.00 $2,000.00 Signage&SViping . 2 LS $2,000.00 $4,000.00 One for each parking lot. MltlGlock Handicap Ramp 4 EA $500.00 E2,000.00 . OnSNaSu6total $33,611.00 W.42nd Avenue _ Concreta Cfosspan 70 SV $50.00 $3,500.00 Vertical Cufo & GuXet 190 LF $9.00 $1,710.00 5'Concrete5idawalk 780 LF $15.00 $2,850.00 Sawcut&RemoveE+5slinBAsPhalt 8% SYI $1.50 57,252150 Assumes8"dapN ReplaceExistingAaphail 835 SYI $2.00 $1,670.00 Assumes8"depih ComerHandic?pRamp 2 EA $750.00 $1,501 W.43ndAvenue5ubtotal: $12,482.50 Streel3 Pavamentlmprovements Subtotal: $46,043.50 Item Quantlty llnit UNlCOSt CostPerltem Description 1.5'TypeKCOpper 10 LF $10.00 $100.00 2"TypeKCopper 110 LF _ $15.00 $1,850.00 SatldleBTappingValve i EA $500.00 $600.00 MeterPil.Stop Box, Mater 1 LS $2,500.00 $2,500.00 WatarSUbtotal: $4,750.00 Item Quantity Unit UnitCost CostPerltem Descripfion 6" Sewer Servica 85 LF $25.00 $2,125.00 6"1 Bentl w/TB . 3 EA $200.00 $600.00 8'k8'TappinBSaddle 7 EA $500.00 $500.01) Cleanouf 1 EA $500.00 $500.00 Saniqry Subfofal: 53,725.00 i[em Quantity _ Unit Uni[COSt CostPerltem Oescription 18"RGP 395 LF $30.00 $t7.i PublicStorm . 4' Diameter Manhole 1 EA $1,750.00 - $1,750.00 Modified Type C Inlel - t EA $2,500.00 $2,500.00 6"PVC 306 LF $15.00 $4,580.00 PrivafeStorm Area Drain 3 EA $300.00 $900.00 2'ConcretePan 16 LF $35.00 $560.00 ConnecttoExisting 7 EA $500.00 $500.00 Cobblestone Ripap 7 CY $75.00 $75.00 6x~ ~ R',« ~ ~ StormSewerSubtotal: $E2,725.00 ~ ~ ProjeclSubtotal: $77,293.50 Q j 10% Contin9e: ry: 57,729.35 T~ 44 \\4)~~ . Total' ~ t..~' a+y fbj Notes: .i°..h' 1. Nol inGUtling dry ulilities. Not induding Landscaping. T. Nol indutling g2ding & emsion control. ; w ti < k, Pa9eto(1 - t.~ i . t'? City of Wheat Ridge Commercial Sign PERMIT - 071217 PERMIT NO: 071217 ISSUED: 11/06/2007 JOB ADDRESS: 7065 38TH AV EXPIRES: 05/04/2008 PESCRIPTION: INSTALLATION OF ART PANELS PERATTACHED CONTACTS OWNER 303/424-3221 RON KIEFEL WAEAT RIDGE CYCLERY PARCEL INFO ZONE CODE: C-1 USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROSECT VALUATION: 10,500.00 FEES Permit Fee 253.90 Plan Review Fee 165.04 Total Valuation .00 wom Use Tax 189.00 TOTAL 607.94 Comments: TRC: OKAY C-1 11/6/07 SUBJECT TO FIELD INSPECTION I hereby rertify that the setback distances proposed by this pezmit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions o£ record; that all measurements shown, and allegations made are accurate; that I have read and agreeto abide by all conditions printed on this application and assume full responsibility for compliance with the Wheat Ridge Huilding Code (I.B.C) and all other applicable Wh Jtid Ordinances, for work under this permit. Pla~ns subject to field inspection. Signatuie o£ tra or/owner date/ 1. This permit was issued in accordance with the provisions set forth in your application andis subject to the laws o£ the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a£ee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonmentr has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, Eull fees shall be paid for a new permit. ~ 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permiC or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation ofthe ro " ions of the building mdes or any other ordinance, law, rule or regulation. All plan review is subject to Eie' d' ections. Signature of Chief Huilding offici date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (3.03)235-2855 ! REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. N a O ~ ~ O Z ~ south side (image not to scale) west side (image not to scale) MOUNTAIN STATES ENGINEERING ASSOCIATES P.C. 4 Consultants in Civil Engineering and Land Development February 9, 2007 Dave Brossman City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, CO 80033 RE: Wheat Ridge Cyclery - 7085 West 38th Avenue - DRAINAGE As-Built Dear Mr. Brossman: Please find attached an "AS-BUILT GRADING EXHIBIT" for the northeast parking lot associated with the Wheat Ridge Cyclery development. The as-constructed grading and drainage patterns are in close conformance with the City approved grading/drainage plan (Sheet C4.0 - Dated 12/9/05 revised). Should you have any questions please contact me at (303) 987-3980. Sincerely, RECz c 274133 `w= Gary . The dpi, P.E. President Vic: 219~6~ : ` J C: Ron Kiefel, Owner Doug Berling, PLS File 05-43 - Wheat Ridge Cyclery 2130 Kipling Street email: Theander@mseape.com ¢ Lakewood, Colorado 80215 (303) 987-3980 (303) 987-3988 Fax 9210 LOOZ '6Z 'NVP 6Mp'96ouioJp£490 m x N ll ONlanl(18 3O1A213S m ~ ~ 43SOdObd z c~ I (du) Nivaa ~ -1ooa I ONimina ~ II ONIISIX3 ~ ll - - - jV ~ ZVc ~ JNIOllf19 ONIISIX3 ~ ~d5d - - - - 0~q~ "JI/04 ~a~ONiAadd ~ 03SOdObd- 'i 0 OZ =,1 :3~HOS ~Nia~ina 9NIlSIX3 Oti OZ Ol 0 ~ ~q5 0. a ~ ~S o ti ~ - - - - 3d`dOS4N`dl ° o 03SOd0ad ~ ssda0 J L ssva 0 NOI1VA313 0 111f18-St+ x9 1181HXII ONlab~10 l-il(18-Sb ~ OAK ~ )VER ~ C" o M ~ OAK JVER ~ ~ a ~ ~ C"1 ~ )F ' _ I iRAIN =1 O ~O 19'-10 i ~ NEW CRICKEfS EXISTING SLOPE ROOF BELOW (EXIST'G) ~ EXISTING ROOF BELOW ~ a v~i O X N w 6 0 I i7 e ta ~ ~ M i ~ j ~ \ tiy ~ l y i` 1 4J' 5-0 I ' ~ I ~ L:L 9y 1J61C, UOl/Cd I .4ajpA~)a6prLµoe=I si+tlu6~gaoysdery tLG'GEo^EOE JL S'.6eL£6EGE NC ECLC2 wo:cia7 awop 'nV Aerssssryl'M 5EU ~G1`d21~ Ol L~N19`d~ ~O W01109 WOZI~ (sapis Z) saa.µa~ ~AL siaund pa+uied 7L saeq apis 6ui4Leixa +uic 0601 T saa.µ.a~ JAuin Q N 011.d 0 o~ WHE4Tq/ , ~ m City of Wheat Ridge °OLoRao° Commercial Mechanica PERMIT - 060928 PERMIT NO: 060928 ZSSUED: 09/28/2006 JOB ADDRESS: 7085 36th Av EXPIRES: DESCRIPTION: gas line for 2 roof-top units,5 gas fired units & 1 boiler. CONTACTS owner 303/478-1049 Wheat Ridge Cyclery gc 303/466-4206 Greg Fanger 01-7986 The Gas Connection PARCEL INFO . ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 6,885.00 FEES Permit Fee 181.10 Plan Review Fee 117.72 Total valuation •00 ~a 3~p Use Tax 123.93 TOTAL 422.75 Comments KS: Subject to field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violateapplicable 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 Huilding Code (I.H.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspectiov. Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws oE the State o£ Colorado and to the Zoning Regulations and Huilding Codes of Wheat Ridge, Colorado or any other applicable ordinances of the CiCy. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-hal£ the amount normally required, provided no• changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1). year. If changes have been or if suspension or abandonment exceeds one (1) year, £ull fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall seceive written approval on inspection card before proceeding with successive phases of the job. . 6. The issuance of a permit or the approval of drawings and specifications shall not be conserued to be a permit for, nor ' 9 codes or any other ordinance, law, rule or ze9ulation. an appro anlroiolation oP-~the provisions of the buildin, - All a viep~ga s 7erty¢a"field inspectioris. Signature of Chief Building Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855. . REQUESTS MUST.BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. CODIMUNITY DEVELOPAfENT DEPARTMENT Building Pemiit Number: BUILDIA'G INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 R'EST 29TH AN'ENUE VµpQp WHEAT RIDGE, CO 80215 - (303-235-2855) Al'1'LtCA TlbdV PropertyOwner: t'~orl eiPiPI Property Address: ]O&S W. 3~~r /`tVP. Contracror License No.: / 798G Company: Phone Phone: ~l(o!o -413cY'o ONA'\'ER/CONiRACTOR S1GNA77'RE OF CADEA57ANDING ATD AGHEENE.IT 1 hcrcby ccrtify Ihat the setback distances proposed by this pcrmit application are accurate, and do no1 eiolate applicable ordinances, rules or regulations ollhe Cit}• of A'hcat Ridge or co%enanls, wsements or restrictions of record; Ihat ali mcasurements shox%n, and allegalions made are atcurz4; that 1 have read and agree to abide by all conditions printed on this applicalion and that 1 assume lull responsibility for compiiance eith the N'heat Ridge Ouilding Code (U.D.C) and all other applicabie R'heat Ridge Ordinances, for work under mi5 pemit. (OWN[RNCO\TRACTpR): Construction Value:$ /oS&s Pemiit Fee:$ /k?1-1'0 Plan Review Fee:S //7-7a Use Tax:$ 1,~3%3 Total:$ ~Laa. -15 DESCRIPTION: A1un 9,af &le gas ~irecp un,ts oHp b~•/ei'. F„ : Gr/tient R,a~jc' C'yc/P~Y BUILDInG DEPARTMENT USE ONLY ZONING COMMENTS: SIC: Sq.Ft.: Approval: Zoning: BUILUING COMMENTS: Approval: PU6LIC WORKS COMMlN73: Apptoval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Erpiration Date: Expiration Date: Expiration Date: Approcal: ApprovaL - APProval: (1) This pecmil wss issued in acmrdance with the prorisions sel forlh in wur apPlication and is subjca to the laws ofd¢ Sum ofColorado and to the Zoniug Regulations and Buiiding Codes of NTo1 Aidge, Coiondo or any other opplicabl<ordinanr<s of the Cky. 7Tiis pertnit shall expirt if(A) the worA amhorizcd is not mmmenced wiJiin sinry((A) doys Gom issuv dait or tho building aulhonzcd is cuspendcd or abandoned for a period of 120 days. (3) If this pertnil enpirt; a new pertnit may bt acquirtd fot a ftt ofone-halflhe amoum nomially requimd, proridcd no changes hare bcen or xill bc made in the original plans and speci(cations snd anp suspensian er ebandonmem has na ucecded one (1) ycae If changes ha~e be<n or if suspension or abnndommem cxceeds one (1) yeaq full fees shall be paid for a new permiL (4) No work of my manner shali be done thu wiii change the vwnl0oa oluvter wusing a dninage problem. (3) Contraclor shall nolify the Building Inspttlor Mmry-four (24) hburs in advantt for ail inspeclions and sLall rcttire wrimn appm, al on inspeotion card befort proceeding with successive phases of th<job. (G) T he issuance of a penoit or dhe appmvsl of dnwing and specifindons shall mt be conshucd Io be a permit lor, nor an approVal of, any' riola1ion of ihe pmcisions of the buiWing <odes or any olher ordinance, Uu', rule or rcgula6on. Chief Building Inspector J ~ E ~j e~! Sf) f i ~ ~ r ~ + ~ s c ~ tn Z71, Ppp REG/ S, . 4 ~ ~ p..~.~N T. f CF,Ttc`,A `V 2~37 z: . . ~ . v-p /fZ7~ CLj x ~ o' • • \ , ~ .3 - '-~-e ~ a ! _ S 7085 W 38th Ave ~ 4 . SKE-1 ~'+"~`~'.n-`" Wheat Ridge, C❑ ~ go= R ~ . oF V1HEq2- City of Wheat Ridge °ot oRaa° Commercial Sign PERMIT - 060755 PERMIT NO: 060755 ISSUED: 08/18/2006 - JOB ADDRESS: 7065 38THAV EXPIRES: 02/18/2008 DESCRIPTION: 1 new sign for bldg. addition 1 refurbish of existing sign CONTACTS gc 303/792-1915 01-8944 ARAPAHOE SIGN ARTS owner 303/424-3221 EREL, LLC PARCEL INFO ZONE CODE: C-1 USE: UA SUBDIVISION: UA SLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 14,000.00 FEES Permit Fee 308.50 Plan Review Fee200.53 Total Valuation .00 Use Tax . 252.00 TOTAL 761.03 ~ Comments TRC: OK KS: Must withstand 110 mph 3-sec wind gust, all elec. to meet 2002 NEC, Subject to field inspections. . I.hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules.or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and a9ree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Huilding Code (I.B.C) and all other applicable wheat Ridge Ordinances, for worl under this permi Plans subject to field inspection. Sionattire co acto ownaw-~`-"" • / te ~ 1. This permit was issued inaccordance with the provisions set forth in your application and is subject to the laws of theState of Colorado and to the Zoning Regulations and Huilding Codes of Wheat Ridge, Colorado or any other applicable offiinances of the City. 2. This permit shall expire if (A) the work authorized ia not commenced within sixty (60) days from issue date or (S) the- building authorized ia suspended or abandoned for a period of 180 days. 3. If this pemit expires, a new pemit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not . exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any marmer shall be done that will criange the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a pemit or the apprwal of drawings and specifications shall not be wnstrued to be a permit for, nor an approva any. ' ation he provisions of the building codes or any other ordinance, law, rule or regulation. All p ~~,Eew~su~jecd inspections. Signature of Chief Building Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY EOR INSPECTION THE FOLLOWING BUSINESS DAY. wHE COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: of qT~, BUILDING INSPECTION LINE - 303-234-5933 Date: ~ a CITY OF WHEAT RIDGE " m 7500 WEST 29TH AVENUE n 'n WHEAT RIDGE, CO 80033 -(303-235-2855) i/L{~,.}~ cOLORPO~ AI'FLIGATI4IV f `.~_r v ~ Property 0wner:,IFe4?1 LLe Proper[yAddress: 0706SW 3e ?'y #W, qftf}Tk}C'OI eOo33 Phone:3b3 YLI{ 3221 Contractor License No.: Company:'*0Vo0ftb-F gQ~;p~p'erm Phone:3o3 q34 19i~- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildinq Dept. Valuafion Figure: $ 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 Value:$ 6~ Wheat Ridge or covenants, easements or restrictions of record; that all measurements ~ shown, and aliegations made are accurate; that I have read and agreeto abide by all P011111t FCe:$ conditions printed on this application and that I assume full responsibility for Plari R0V10W FeO:~ compliancewith the Wheat Ridge Building Code (I.B.C) and all otherapplicable Wheat Ridge Ordinances, for work undeect to fie ld inspection. US8 T3XS ~7 TOta'1:`i' (OWNER)(CONTR4CTORJ:SIGNED DATE Use of Space (description): / X ~~W ~716r/4t- S+4W s+2 ,pwit0im; 09DFjin~rv1/ Description of work: / xjec7ivd nF trXo~STi.Vrj se'S4V Sq. Ft. added ///v • COMMENTS~ V ' Approval: Zoning: G. l ~v COMMENTS: Approval: WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: BUILDING DEPARTMENT USE ONLY Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permitwas issued in accordance with ihe provisions setforth in yourapplication and is subjedto the laws ofthe Siate of Colorado and to the 2oning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall ezpire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and speciications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) ' No work of any manner shall be done that will change the natural Flow of water causing a drainage problem. (5) Contractor shall notiTy the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official 08/17/ 2006 16: 08 3039377711 ARAPAHOE SIGN ARTS PAGE 04 w u alc tlo hee You 1'I'tust Colriplete this sheet and include it jp the nubmiite! p~ckage for any nsw wall signs. You wilf a1SO need to r.reate a site plan apd a detail sheet of the signage, Project Address: 951j,t1~~ ~~~~~tor You are ailawed 9 square fnot of signage for eyBry 1 lpftear #aat of wall tp whfch you are attaching a sign. All wall signs must be ac(jacenC to a street or tnajvr Pnteriar dryye, 5fsp 1; IV►egSUte the length of the waH(s),whare yau sre Ofksching the sign: • Wsll 1- fEet Wall 2- feet Wall 3- Feet 3top 2: 7he length of the wall fs the allawabfe square Poetage for the wall sign. Wall 1 aIEowable signage-~~squsrefeet Waq 2 allawable signage. sqware'Fegt Wall 3 allowable signege-,~ _ 5quare feet VO" °o "V° 9NINNGId L58Z5ELE9E LE:bi 900LJ41J89 08/17/2006 16:08 3039377711 ARAPAHOE SIGN ARTS PAGE 03 The sign must meet a sstback fmm the stree# righ# oA-way, If the sign Is beiween 7~etfand 1~S feeth the fs sign m st be ~tetback 70 ~feet. For most freestanding signs, the maximurri height is 15 fegt. For prqperties w31hin a mlle of the interstate, freestandin$ signs may be 50 feeti tali. These signs must be setbaCk at least 36 feet from the stre*t tight-of Vvay. 3tOp 3: DetOrrnine #he tteight of ths new sigh; The new praposed freestanding sign will be . feet tali. 3tep 4., pefiermine the setback from ths street rlght af-way; The new proposed sign v,rill be setback feet from the s#reet right_of-way. All fYeestand3ng signs must adhere to the sight dtstance triangle reauirements as listed in Section 20-643 of the Gode of l,aws. . Yau musf include a site plan whiCh dotaiis the (ocation of the freestanding sign, 6ufld`ng and drive areas. Show all new and exisfing signage (includs the square foptage and height of al1 existing signs); Please inciude a Betail of the proposed sign, including Yha overall square footage a,nd height, as well aa any alectrlcal and Struatural details which may be pertinent, -K 9/4~~4/ Mv ~w4'9 40/E0 39dd 9NINNkI-lrl C58L9ELEpf zf;bT 9@mLJGT/80 08(17/2006 16:08 3039377711 ARAPAHOE SIGN ARTS PAGE 02 Frg,gitandinsa Skn Galculatlon S~ Yeu must complete this sheet and Include it in the su6mittal package for eny new freastanding siens. You wIH alsn need to create a site plan and a detai) sheet vf the signage. , Cantractor. 1&6*Xv"~.✓T~r,~,/.1, Yeu are allowgd 1 freesfgnding sPgn far eVery sir8sk right-of-way adjacent to your properly, "!'he allowmble sign size is related to builqing size; Step 1: determine the square faotage of the kruilding: 6ullding size (in square feet): v• (Thia will he inserted in the'Formula below) 5tep 2; Cvmplete the appropriate xllowable sipnage formula: If the buildPng is 0-1,500 square feet in spze, you are aNowed, a 35 square foot sign. ff the building is 1,501 - 5,D00 square feet in size, carnpletc the following; ~ " 1,501 - 50 + Bulfding size ' AIlowecl sipn size ]f the building is 8,001 - 60,000 square feet in size, oomplete the following: - 5,001 500 i~ 10D = ~~Y' • ~.a6 ~uilding size Allowed sign size If Rhe building is 50,000 + square feet in size, complete the'faClowing: ' ~ - 5~001 = ~ r 1.000 -F 190 = = ~..I Building size . . AIlowed sign sixe i T "allowecJ sign sixe" may be placed on eanh aide af t3ie freestanding sign. Check here if the sign is existing and yau are replacing a ppblnet or faee wifh the sama size cabinet or iace. Con#inued on 6ack • b0179 mtld 9NTNNtlId /_58Z5EZE9£ ZE=bL 900ZILT/80 68/18/2006 06:37 3039377711 ARAPAHOE SIGN ARTS PAGE 05 ~ 0 ~ w 14 78" FROM BOTTOM OF GABINET TO GRADE ^ V • - ~v~<< ~A a~ > 0 ~ 0 0 z ~ ~ 'o 4 FA +n a 5 z ~ 4 ~ I~I~I~I~ I I I I I I~~ WHEAT RIDGE CYCLERY 'D BUILDING EXPANSION 7aeswesraeinnvenue 0 e xewtwocemwxwo ~ ~ t 9 ~mm.uva~.r § 5 ~ F- II~ ~ Uo ~ _ E ~ 11, L4~ R~ R ~ Rim < a t IkI~I~I~ IIIIII~~ WHEAT RIDGE CYCLERY D 3 ~ BUILDING EXPANSION p ~ a ~oeswaraemnvexuE 7~9ja Z ~ F s e 8 eHFnTMM~ecoioeaoo ~ 7 ! ^ w 11 U) rn ~ l~/~i ~ BILL GARDNER 303-888-7693 Wheat Ridge Elevator tnspeCtor - ASME A 17.12004 Edition June 14,2006 Wheat Ridge Building Department Re: Elevator Plan Review A 19.12004 Edition 7085 W. 38th Ave. Wheat Ridge, CO BP dated Vertical Eacpress 1114J06 100 % Drawing Macbine Room Note: Swing Machine Room Door Out * Provide type ABC fire extinguisher in elevator machine room. A 17.1 Rula 8.6.1.6.5 * Machine room door needs to be rated with self closing, self locldng door hazdware. A 17.1 Rule 2.7.3.4.1.(b) * Machine room needs GPI outlet, 19 foot candles lighting (two metal florescent light fixtwes recommeuded) and the (ight switch located adjacent to strike side of door jamb. NEC Article 620-85 & A17.1 Rule 2.7.5.1 * Locate fiased or circuit mainline disconnect within 18" of the strike side of the elevator machine room door frame. NEC 620-51(a)(b)(c). * Provide a sepazate 120 volt lockable fused/circuit disconnect for the elevator cab lights. NEC article 620.53. * Provide adequate ventilation in etevator maChine room to maintain operating temperatures as posted by the mamufacturer. A17.1 Rule 2.7.5.2 IBC 3006.2 Drawing Hoist Way & Pit Note: Vent required serves 4 Ldg IBC3004.1 * No penetrations in hoist way. A17.1 Rule 2.1.6. * Pit light iieeds to be at proper height off the floor and away from moving elevator equipment ( Recommend back corner away from entrance and water tight globe type). Provide GFI outlet in pit. NEC 620 -24(b) A17.1 Rule 2.2.5 & 2.25.2.2 * Switch to pit light must be easiiy assessable from bottom floor door opening adjacent to pit ladder. A191 Rule 2.2.5.3 * Provide pit ladder. A 17.1 Rule 2.2.42 Provide car top railing if reauired. * Sump hole & sump pwnp required with flush cover 12" Wx12"Dx12"L. Water and/or oil drained from pit must go to oil-water sepazator/interceptor tank. Pltmibing permit req_uired. A17.1 Rule 2.2.2.3 - 2.2.2.6 *Protection of piping peneuations. IPC313.0 Drawing Fire 17etection Note: 1 elev must meet stretcher rea. if over 3 Ldg. IBC3002.4 * Provide smoke detectors at each elevator lobby landing. ASME A17.1 Rule 2.273. * 3moke detectors in hoistway and sprinklers in machine room and/or hoistway will be detemuned by the local building department and fire department. *Hoistway & Ivlachine Rooms mvst have fue resistant covstruction. A17.1 Rule 2. l. l. 1.1 *Machine room must have smoke detector to recall elevator and must flash emergency fue hat in elevator caz. Pit must have initiaYUtg device sueh as a heat sensot to recall elevator away &om pii and must flash emergency fire hat in elevator caz. A 19.1 Rule 2.27.3.2.3-6. COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: /~7~' When corrections have been made, call for re-inspection at 303-234-5933. 1 /-~G ~ ,z2 / 's'//~~s° ~ _ OAI-1s COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice When corrections have been made, call for re-inspection at 303-234-5933. z QV-/S 6(' Inspector DO NOT REMOVE THIS NOTICE Job Address: u .7 f~C - INIIIIIIIIIIIIIIHIIIIIIIIIIIIIIII R 80600 2005121029 1113012005 01:28:30 PM 7 Pagels) RGR Jefferson bnly Colorado PARIONG AGREEMENT JOINT USEICOLLECTIVE PAIUMG WHEREAS, the Wheat Ridge Grange Number 155, a Colorado non -profit corporation and 6� Wheatndge Grange Building Association, Inc., (collectively referred to herein as "Grange ") is the owner of a parcel of real property located at 3850 High Court, Wheat Ridge, Colorado, which is 1 more fully described in Exhibit A attached hereto; and / WHEREAS, EREL LLC ("EREL") is the owner of adjacent parcels ofreal property located at 3830 High Court, 7063 -7095 West 38 Avenue, and 7051 West 38 Avenue, Wheat Ridge, Colorado, which are more fully described in Exhibit B attached hereto; and WHEREAS, NEREL Corporation, dlbla Wheat Ridge Cyclery, Inc. (" NEREL") is the lessee of the property described in Exhibit "B ", and is deficient in the total number of required parking spaces as required by the section 26- 501(F) ofthe Wheat Ridge Code of Laws for the building which EREL, LLC proposes to construct upon the aforesaid adjacent parcels; and WHEREAS, the Grange has sufficient parking spaces available for use by the owners and Lessee of said property described in Exhibit B without detriment to the owners of said property described in Exhibit A; and WHEREAS, the City of Wheat Ridge Code of Laws, Section 26- 501(C)4 provides for3OINT USE PARKING in lieu of required spaces upon proof of a property drawn legal instrument executed by the parties concerned for thejoint use of off - street parking facilities, and, WHEREAS, the Grange, EREL and NEREL have drawn a plan which illustrates the location and extent of the proposed joint/collective parking facilities for the uses which do or will occupy the parcels of real property described in Exhibits A and B attached, a copy of said plan which is attached hereto as Exhibit C; and WHEREAS, the owners and lessee of the parcels of real property desire to enter into a Parking Agreement. NOW, THEREFORE, the parties agree as follows: Because it is required by the City of Wheat Ridge to satisfy parking space requirements for the proposed development by EREL, the Grange agrees to permit both NEREL and EREL, as well as their officers, employees, guests, customers and invitees access to and non - exclusive use of up to 23 parking spaces on the real 0 ti property described in Exhibit A. The specific location and extent of such 23 spaces are described in Exhibit C. 2. EREL agrees to pay for construction, reconstruction , maintenance, and /or striping of such parking spaces as may be required, including snow removal and posted parking signs. '�L— 3. The use of such parking spaces may be further limited by an appropriate Reciprocal Easement Agreement between the Grange and EREL which does not violate the terms of this Puking Agreement. The provisions of this Agreement shall operate as a covenant running with both parcels of land above described and shall bind both parties hereto as well as their respective heirs, successors, representatives and assigns. This Agreement shall not be revised, amended or - otherwise changed without the written consent of the City of Wheat Ridge. This Agreement and any revisions, amendments, or changes hereto shall be recorded with the Jefferson County Clerk and Recorder and shall constitute a deed restriction running with the land. This Agreement is executed this CO day of Sr , 2005 WHEAT RIDGE GRANGE NUMBER 155, a Colorado non -profit corporation and WHEATRIDGE GRANGE BUILDING ASSOCIATION, INC. EREL, LLLLC, a Colorado limited liability company Eugene Vefel, Manager NEREL Corporati d/b /a Wheat Ridge Cyclery, Inc. By. Ronald A. Kiefel, Vice President L /.7- MI O EREL, LLLLC, a Colorado limited liability company Eugene Vefel, Manager NEREL Corporati d/b /a Wheat Ridge Cyclery, Inc. By. Ronald A. Kiefel, Vice President L /.7- CITY O F WHEAT / / �// RIDGE By: Zo STATE OF COLORADO ) ) SS: COUNTY OF JEFFERSON The foregoing instrument was acknowledged before me this�day of 2005 by 2i1. I ffIc �P My commission expires: / 0 No ary Public U STATE OF COLORADO ) ) SS: COUNTY OF JEFFERSON ) The foregoing instrument was acknowledged before s:ar. U , 208, by NA ,.I (\ 5.. V z?j" er WITNESS my hand and official seal. My commission expires: JENNIFER EMMERICH NOTARY PUBLIC STATE OF COLORADO My Com;Wpr Fx�;ros 2/62008 STATE OF COLORADO ) SS: COUNTY OF JEFFERSON ) The foregoing inst Ent was a o edged before me this day of 206. by QLII �' WITNESS my hand and official seal. My commission Notary Public STATE OF COLORADO ) ) SS: COUNTY OF JEFFERSON ) [ The foregoing inst ent a , a owledged before me this '/' day of 211$, by s [,j� / WITNESS my hand and D official seal. - ^r c;•..,,. My commission expires: �� `rz= `r °'y"E: ?; otary Public „3, �:'•a s: ;::'�..; iv, 4lk EXHIBIT A Lot Two (2), Craig Subdivision. County of Jefferson, State of Colorado S s/a Exhibit B 1. 7063 -7095 West 38 Avenue: The South 163 feet of Lot 1, CRAIG SUBDIVISION, COUNTY OF JEFFERSON STATE OF COLORADO and- ,. 3830 High Court: PARCEL 1: LOT 1, EXCEPT THE SOUTH 163 FEET THEREOF, AND THE SOUTH 6 FEET OF LOT 2, CRAIG SUBDIVISION, COUNTY OF JEFFERSON. STATE OF COLORADO PARCEL 2: AN EASEMENT FOR INGRESS AND EGRESS PURPOSES GRANTED TO EDWARD W. D. HUFFMAN AND CARLITA S. HUFFMAN BY WHEAT RIDGE GRANGE BUILDING ASSOCIATION, INC., A COLORADO CORPORATION, IN INSTRUMENT RECORDED SEPTEMBER 28, 1963 IN BOOK 1647 AT PAGE 532 OVER THE FOLLOWING DESCRIBED PROPERTY: THE NORTH 6 FEET OF THE SOUTH 12 FEET OF LOT 2, CRAIG SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO. and- 3. 7051 West 38 Avenue: That Portion of the North 178.3 feet of the South 330 feet of the West 363 feet of the Southwest one - quarter of the Southeast one - quarter of the Southeast one - quarter of Section 23, Township 3 South, Range 69 West of The 6 P. M., lyin east of the East line of Lots 1 and 2, Craig Subdivision, Jefferson County, Mate of Colorado a 6� � Exhibit "C" I —75' vo- -30�- 10' ........................ F.,. ;:.. .... ...... ..:...... The Grange Servke Center A. New VnreHOUSe New Retell ;_� Eaetmg Retel 30tH Ave O -7/4- HISTORIC DRAINAGE -. "w Y,. aw waaa,. r.. PROPOSED .. .. .. . .. .. .. -. .. �. .. .... .. � ,. , z . :. ,.. ,. W..s.• '., y .irs. w. ...a ,.F- .,.1UI ...n. .4+._sw .1..msa .:�..e�' v�. ..... �... r.<r.. n+,. •.. ,: 100 -YR. FA LEGEND � i GRASS 3 1 I _ wv C GRASS PROPOSED LANDSCAP . ?� de I I I � PROPOSED I PARKING 1 I � ! 3 1 1 EXISTING M� 1 BUILDING � & f 0,24 0.L 1.7 �� o � P P � 4 NP�� CONC. Al 0.73 EXISTING BUILDING EXISTING BUILDING 0 1.48 PSp� weer 3 � Q 3 3 U iR PROPOSED NEW RETAIL BUILDING rB 0.33 1.25 .50 L.. ROOF PROPOSED DRAIN (TYP) SIDEWALK CHASE EXISTING BUILDING I 7 A 0.10 0.4 PS .83 P NO ROOF DRAIN (TYP) PROPOSE!) SERVICE BUILDING ros 1 O.i 3 0.56 1.12 EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING G RP c� Z ca m z X t , II 1 1 �► 4 P 0.02 0. 0 N Py4 WEST 38TH AVENUE '-% DRAINAGE FLOW DIRECTION ••�•••• •��w DRAINAGE BASIN BOUNDARIES BASIN DESIGNATION 0S 0 0.13 57 .24 COMPOSITE RUNOFF DRAINAGE COEFFICIENT - 5 YR. AREA (ACRES) COMPOSITE RUNOFF COEFFICIENT - 100 YR. DESIGN POINT MIND] RUNOFF TO DESIGN POINTS DESIGN POINT HISTORIC Designed By: DRB PROPOSED Cadfilr: 5 -YR. 100 -YR. 5 -YR. 100 -YR. doh No. 05-4 (cfs) WS) (cfs) (cfs) 1 1.26 2.54 1.25 2.50 2 2.72 3.45 0.73 1.48 3 0.43 0.98 0.83 1.74 4 -- -- 0.66 1.32 Cpl; 0 10 20 40 SCALE: 1 "= 20' CONTOUR INTERVAL =1 FT. Section A -A Wood Fence 29.7 30.8 Povement Existing Ground ��. Section B -B Wood Fence 6' Wide Wood Fence Landscape 30.6 31.3 Pavement Existing Ground Section C -C 6' Wide Londscape 29.9 Povement 1 • i „ i i t Dote: Nov. 10, 2005 Drawn By: DRB Designed By: DRB Cnk "d By: GDT Cadfilr: 0543dralnage Hoer. SCALE: Vert. Drawing No. C4,0 doh No. 05-4 2 t y .,j L I kf ''.r'��.,� �'l K p u v k v t r ti F PLAT lv IVIL ENGINC -ER SUSJEr.�T T�J FIELD lIVSPE(JTlt�i�iS REVISION No. Dote By 1 Dec. 9. 05 DRB I � } �7C y t Yt IL � 1 � Z � V .� LL W w � W -� O V) L W 4) Z CD .0 m W ': w W Z �° Z °o •r Li.l M Ct) U V 1 W oz to C.4 p N 0 u C -- 06 z 2 a Z '° <C` ° M to U 0 co o ®qt�x j 28.4 Existing Ground I GRASS GRASS 0 WV h I EXISTING BUILDING n I �./ I / / 0. 9 t 0.18 I 3 t "GRANGE HALL" I EXISTING / BUILDING I 5 N I o GRY I 1 r 3 d EXISTING 1 o - -� _ __ _ _ - __ _ CONK SHED EXISTING o / CONK �° _ 22.3' BUILDING --- - - CONK 4= -- 5 � 87.5' LJ t > \ 3 f GRAVEL DRIVE �c�. A _ _ _ -1• - _ . ._ 1 _ -- -.- - -- «.._ -..J o � EXISTING BUILDING I Ki 33.7' 1.16 ° D .33 ==:;I I EXISTING I BUILDING z 23.6' D Wv -- --- - - - - -- --- ---- ---- _ to GcZP z LO N �\ ^j EXISTING 16 , j BUILDING p V ° j �\ z ASPHALT DRIVE j °�. NC 5432 ®E OE OE OE OE E 50.0' _ ~ 543 - _ ASPHALT DRIVE \ 0) ASPHALT DRIVE - - __.. - _....5432°- I ° ( 0.30 1.26 -- J t .54 ' `o F. P SPN' 50.4' I f ® N 0 0.13 1.12 / EXISTING BUILDING EXISTING EXISTING BUILDING BUILDING ( I S . .. l 20. 0' CONC CONC t CONC l 0 1 `'54,32 ` - 5432- wv �" `� 0.10 . 83 AS DRIVE ` ASPHALT DRIVE ....+� ` - .....---- ..---- -- -_.-. - -_ - .-.... --- .- ---- 4 ++r.. I WEST 38TH AVENUE P - J vlwt I /,\ 3 PSQ I CONC. CONC. 4:-- 0 � a C 0.21 0.73 I 3 EXISTING BUILDING 1.48 { - - -_ -------------- - - - - -- - - - - - - - - - - - - - - - - - - - { 3 { ( I I I 3 I I ( I P�� I Pc�Q 3 ( ( I I I � � o U 0 I 3 : I P 5P" I I I I I 3 I I ►4 GRASS EXISTING BUILDING BUILDING PROPOSED ` PARKING I 0.241. 74 I EXISTING K 4 BUILDING G¢P c�S (�� ® B tA h° W . s• PROPOSED NEW/ � = M r RETAIL BUILDING 0.33 1.25 .50 ROOF PROPOSED DRAIN (TYP) SIDEWALK CHASE EXISTING BUILDING S4�Py� 0.10 0.4 P .83 i WEST 38TH AVENUE 1_CVGIV V DR AINA GE .HISTORIC DRAINAGE FLOW OIREC110N DRAINAGE BASIN BOUNDARIES BASIN DESIGNATION DRAINAGE AREA (ACRES) COMPOSITE RUNOFF COEFFICIENT - 5 YR. COMPOSITE RUNOFF COEFFICIENT - 100 YR. A l DESIGN POINT Eel DESIGN POINT HISTORIC Designed By: DRB PROPOSED Cadflie: 0543drainage 5 -YR. 100 -YR. 5 -YR. 100 -YR. (Cfs) Wv (Cfs) (Cfs) 1 1.26 2.54 1.25 2.50 2 2.72 3.45 0.73 1.48 3 0.43 0.98 0.83 P - J vlwt I /,\ 3 PSQ I CONC. CONC. 4:-- 0 � a C 0.21 0.73 I 3 EXISTING BUILDING 1.48 { - - -_ -------------- - - - - -- - - - - - - - - - - - - - - - - - - - { 3 { ( I I I 3 I I ( I P�� I Pc�Q 3 ( ( I I I � � o U 0 I 3 : I P 5P" I I I I I 3 I I ►4 GRASS EXISTING BUILDING BUILDING PROPOSED ` PARKING I 0.241. 74 I EXISTING K 4 BUILDING G¢P c�S (�� ® B tA h° W . s• PROPOSED NEW/ � = M r RETAIL BUILDING 0.33 1.25 .50 ROOF PROPOSED DRAIN (TYP) SIDEWALK CHASE EXISTING BUILDING S4�Py� 0.10 0.4 P .83 i WEST 38TH AVENUE 1_CVGIV V DR AINA GE .HISTORIC DRAINAGE FLOW OIREC110N DRAINAGE BASIN BOUNDARIES BASIN DESIGNATION DRAINAGE AREA (ACRES) COMPOSITE RUNOFF COEFFICIENT - 5 YR. COMPOSITE RUNOFF COEFFICIENT - 100 YR. A l DESIGN POINT Eel DESIGN POINT HISTORIC Designed By: DRB PROPOSED Cadflie: 0543drainage 5 -YR. 100 -YR. 5 -YR. 100 -YR. (Cfs) (Cfs) (Cfs) (Cfs) 1 1.26 2.54 1.25 2.50 2 2.72 3.45 0.73 1.48 3 0.43 0.98 0.83 1.74 4 -- -- 0.66 1.32 0.02 EXISTING BUILDING Z m C 0 z W i r � r t ° .. pS GRASS PROPOSED t_ LANDSCAP � *� ** _ , � 00 EXISTING U n f ROOF DRAIN (TYP) PROPOSED SERVICE BUILDING II AR KING ros 1 0.13 0.56 1.12 EXISTING BUILDING 0 10 20 40 SCALE: 1 "= 20' CONTOUR INTERVAL =1 FT. Section A -A REVISION _ No. Date By 1 Dec. 9. 05 DRB 0. .......... ��. f <\ Drawn By: DRB Designed By: DRB Chk'd By: GDT Cadflie: 0543drainage Hor. 1"= 20' SCALE: Vert. Drawing No. '40 Job No. 05-43 CL W W W -J V FV) 0 •- < W L. 0 Z co •C W Lq W w Z �° q < .� > Z W Co 0) r� V (JI t r. .r •C W Q a) L ."'�''�. v) OD �. C Z ° „r✓ to ° rn {� C = x ° o °' p o�M Wood Fence 29.7 30.8 Pavement Existing Ground 6' Wide Wood Fence Landscape 30.6 31.3 Pavement Existing Ground Section C -C 6' Wide Landscape 29.9 Pavement Wood Fence i 1 28.4 Existing Ground 'p i �._ _.) t . AT 0� � Date: Nov. 10, 2005 Drawn By: DRB Designed By: DRB Chk'd By: GDT Cadflie: 0543drainage Hor. 1"= 20' SCALE: Vert. Drawing No. '40 Job No. 05-43 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) Building Permit Number Date 10256 3/17/00 Property Owner: Property Address: 7095 W 38TH AVE Phone: 424-3221 Contractor License No. : 18271 Company : CENTENNIAL ROOFING Phone : 238-5557 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE1/> >/v~ Construction Value : $2,840.00 Permit Fee : $83.25 Plan Review Fee : $0.00 Use Tax : $42.60 Total: $125.85 Use: Description : Remove 90 Ib rolled roofing over shed and apply base nailed and G.M.S. mopped Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permit was issued in accortlance with the provisions set forih in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations antl Building Cotle of Wheat Ritlge, Coloredo or any other appliqble ordinances of Ne Ciry. (2) This permit shall expire if (A) the work authorized is not commencetl within siMy (60) days from issue tlate or (B) the builtling authorized is suspended or abantloned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amoun[ normally requiretl, provided no changes have been orwill be made in fhe original plans and specifications and any suspension or a6antlonment has noi exceetletl one (1) year. If changes are made or if suspension or a6antlonment 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 natural flow of water causing a dreinage problem. (5) Contractor shall notify the Building Inspec[or hventy-four (24) hours in advance for all inspections antl shall receive written approval on inspection card before proceetliing with successive phases oFthe job. (6) The issuance of a permit or the approval of drawings antl specifca6ons shall not 6e construetl to be a permit for, nor an approval of, any violation of the provisions of the building cqdes or ang6ther ordinance, law, rule or re9ulatioa Chief Building I 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) Building Permit Number Date 10256 3/17/00 Property Owner : Property Address : 7095 W 38TH AVE Contractor License No. : 18271 Phone : 424-3221 Company : CENTENNIAL ROOFING Phone : 238-5557 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or 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.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Construction Value : $2,840.00 Permit Fee : $$3.25 Plan Review Fee : $0.00 Use Tax : $42.60 Total: $125.85 Use: Description : Remove 90 Ib rolled roofing over shed and apply base nailed and G.M.S. mopped Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approvai: Approval: (1) This pertnit was issued in accordance with 1he provisions set forth in yopur application and is subjec[ to the laws of the State of Colorado and to the Zoning Regulations antl Builtling Code of Wheat Rid9e, Colorado or any oiher appliqble ordinances of the Ciry. (2) This pertnit shall expire if (A) the work auihorized is not commenced within sizty (60) days from issue date or (e) the builtling authorized is suspended or abandoned for a penod of 120 days. (3) If this permit ezpires, a new permit may be acquired for a fee of one-halF the amount normalty required, provitletl no changes have been or will be made in the original plans antl specifications and any suspension or abandonment has not exceetletl one.(1) year. If changes are matle or if suspension or abandonment exceeds one (7) 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 water causing a dreinage problem. (5) Contrector shall notify the Building Inspectortweniy-four (24) hours in advance tor all inspections and shall receive written approval on inspection card before proceediing with successive phases of thejob. (6) The issuance of a permit or the approval of drewings antl specifications shall not be construetl [o be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Inspector 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. :/?W2' Property Address : ";~7O TS ` , -5 ~5- ''-4 Phone : Contractor License No. 7~ CompanY~ Phone: 5-:2~~1. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit 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 alI 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 responsibilily for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe Ridge ordinance orwork under this permit. (OWNER)(CONTRACTOR) SIGNED DATE ~ L~~J d~ Construction Value : ~k-?-CD Permit Fee : PlanReviewFee: 4 Use Tax : Total : ~i ~ ~ ~ ~ °`~lv ~o ,~o-a " o ds.-~ SGc ✓ c~ ,GJ-- J Description : 6' l BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: Zoning : Approval: Mlib. W orR...... ComCnefits`~ Approval: Occupancy : Walis : Roof : Stories : Residentiat Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company ; Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : ~ ~lan R~"aiYlre I@ gWa'[~is RKcf-W~eqtii~'e:d.__-- (i ) This permit was issuetl in accordance with the provisions set forth in yopur appliwtion and is subject to the laws of lhe Stale of Coloratlo antl to the Zoning Regulations and Buildiny Code of Wheal Ridge, Coloratlo or any other epplicable ordinances of the Ciry. (2) This permit shall expire it (A) the work authonzed is not commencetl within sixty (60) tlays from issue tlate or (B) the building authonzed is suspendetl or abandoned for a period ot720days. (3) If this permit expires, a new permil may be acquiretl (or a fee of one-half ihe amounl normally required, provided no changes have been or will be matle in the original plans and speci(cations antl any suspension or a6andonment has not exceedetl one (7) year. If chan9es are made or if suspension or a6antlonment exceeds one (1) year, full fees shall be paitl tor a new pertnit. (4) No work of any manner shatl be done Ihat will Uange ihe natural flow of water causing a drainage Omblem. - (5) Conttadot shall noli(y ihe Builtling Inspector lwenty-four (24) hours in advance fcr all inspections and shall receive wririen approval on inspection card 6e(ore proceetliing with successive phases of the job. (6) The issuance of a permit or the approval o( drawings and speci(cations shall not be construed to be a permii for, nor an approval o( any violation of the provisions of the builtling wdes or any other ordinance, law, (ule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO WSPECTION CERTIFICATE OF OCCUPANCY CITY OF WHEAT RIDGE Issued Without Fee 7500 W. 29th Avenue Date January 9, 1998 Wheat Ridge, Colorado 80034 This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER Eugene Kiefel ADDRESS 7063-7095 W. 38th & 3830 High Ct. m CONTRACTOR Eugene Kiefel z to PROPERTYADDRESS .1 28+ Ve17UB and 3830 High Court 2 -7 LEGAL DESCRIPTION: Warehouse buildings / Connect together FOR THE FOLLOWING PURPOSE Connection of the two existing buildings No change shall be made in the use of this building without prior notice and a new Certificate of Occupancy from the City of Wheat Ridge. .,I Chief Building Inspector W.R. Form &e Zoning Administrator For Mayor ` DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date 6694 3/10/98 Property Owner: . Property Address : 7085 W. 38th Avenue Contractor License No. : 17790 Company : Four Seasons Heating Phone: 424-3221 Phone : 423-1982 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or 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 compli with the Wheat Ridge Building Code (U.B.C.) and all other applicable at Ridge or ' ces, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE 3116I Q Construction Value : $16,000.00 Permit Fee : $238.00 Plan Review Fee : $0.00 Use Tax : $240.00 Totai : $478.00 Use: Description : Install 4 rooftop heating and cooling units with associated duct work Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approvai: Mechanical License No : Company : Expiration Date : Approval: (7) This permit was issued in accordance with the provisions set forth in yopur application and is subjec[ to the laws of the State of Colo2do and to the Zoning Regulatlons and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) is pertnit shall expire if (A) the work auihorized is not commencetl within sixly (60) tlays from issue date or (B) ihe building authorizetl is suspended or abandoned for a period of 120 days. (3) If is permit expires, a new permit may be acquired for a fee of one-half the amount normally required, providetl no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (i) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new pertnit. (4) No work of any manner shall be done that will change ihe natu2l Flow of water causing a drainage problem. (5) Con[rac[or shall notiry the Building Inspector twenty-four (24) hours in advance for all inspections antl shall receive written approval on inspeclion card before proceetliing with successive phases of fhe job. The issuance of a permit orthe approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. 6k'n TChief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 2345933 24 HOURS PRIOR TO INSPECTION 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 : 'e4--~ Properry Address: Contractor License No. ; Company `7o&S ~ 3& u ~ 1 ~7cr D OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND I hereby certify that the setback distances proposed by this permit appliwtion 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.CJ and ail other applicab"heat Ridge 94nances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNEe~((?// f DATE fa I / Description: -u'" Phone :q2L{- 32 a i Phone: Lf23-i9jez Construction Value : Permit Fee : Use Tax : Totai : $0.00 . Use BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: Zoning : BIIIldiI~S±~f7~.~C~ Approval: Approval : Occupancy: Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Mechanical License No 77,9 o Company : Company : ?~..ti Expiration Date : Expiration Date : 3ll~9 a/ Approval : Approval : (1) This permR waslssuetl in aaordance with the provisions set forth in yopur applica6on and is sub1'ect to the laws ot the Sfate of Coiorado and W the Zoning Regulations anC Buildina Cade of Wheat Ridge, Colorado or any other applicable ordinances of the Ciy. (2) This pertnit shall expire i( (A) the work authonzetl is nol commencad within sixty (60) tlays from issue date or (8) the building aufhonzed is suspended or abandoned for a penotl of 120 days. (3) If Nis pertnit expires, a new pertnit may be acquiretl for a fee of one-half the amount normalty required, provided no changes have been or will be made in the original plans and specifwlions and any suspension or abandonment has not exceetled one (1) year. If changes are made or if suspension or abantlonment ezceeds one (t) year, full fees shalt he paid for a new permit 4) No work of any manner shall be done that will change the natural Now o( water causing a drainage problem. 5) Contractor shall no0y the Building InspeUor twenty-four (24) hours In advance for all InspecGOns anC shall receive written approval on inspection cartl belore proceetliing with successive phases of the iob. (e) The issuance of a permit or ihe approval of tlxwings and specifcallons shall not be wnsWed to ba a permit for, nor an approval of, any violation of the provisions of the building codes or any oNer ortlinance, law, rule or regulation. Chief Building Inspector For Mayor Walls : Roof : Stories : Residential Units : THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION OF WHF~qT~ DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLICATION REVIEW ° c~G O R P9~. : Date: 1 `it CaseBuilding Permit No.: Location: q'S \~I• 3e Attention: Building Department I have reviewed the attached materials submitted in application for approval of a(aMcJ--}'o 7. rdt-4. Sowop at the above referenced address. Please note the summary comments below. 1. 2. 1' 3. 4. i Boundary Closure: X OK _ Not OK; refer to stipulations. Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed A c. Drainage provisions have been reviewed and aze found to be: OK Not OK; refer to stipulations. NPDES Permit Required: Yes K No Legal Description: ~ OK _ Not OK; refer to stipulations. If not OK, please explain: -r" Public Improvements: a. street paving needed: Yes b. curb and gutter needed: Yes c. sidewalk needed: Yes d. street lights needed: _ Yes e. storm sewer needed: Yes f. escrow required: _ Yes If an escrow is required, for what improvements? 6. ~ 7. 8. .i 9. Jc No x No x No x No .c No x No Amount of escrow: Deve(opment Agreement required: If Yes, for Traffrc impact analysis and report required: State Highway Access Pernvt needed: New roadway or alley R.O.W. dedication recommended: If yes, what is recommended? Yes ,c No _ Yes x No Yes x No _ Yes ~ No 10. / All existing dedicated roadways/alleys meet the standazds of the City: K Yes _ No If no, 1119 o not and what is requested: 1 L! APPR V : The Pu ~c Works epartment has reviewed this request and hereby gives its appro al ubject to e above d/or attached stipulations. , 1 f 1s ~98 Signa ure Gr g Knudson Date 12. _ NO APPR VAL: The Public Works Department has reviewed this request and does not give its approval for the reasons stated: Si~,nature Crreg Knudson Date 13. ~ Stipulations attached: A Yes No 14. ~ SummaryComments: ti,,iUnqVZAM-~ OSJGd °t ~ q~'• CA ..fomu\bldptmt2.fim PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date 1 .1%5 4°1-b Applicant EV(WNt 1~ I &~L Phone# 41A'2,71~10 Location of Construction (address) aS ~'Vlg?! Purpose of Construction 60AY1GAv, 'b 7. t4lS-f W«9~'l Building Permit Value $ ~ 2 OV6 Commercial C Residentfal _ DEVELOPMENT REVIEW FEES (this section to be completed by City) Development Review Processing Fee: $50.00 $ 5-0 ,5, Single Family Residentiai Review Fee: $25.00 _ o. [includes review of construction drawings for improvements in public right-of-way] $ Multi-Family/Commercial: .$50 minimum fee [confirmation of existing technical documents]. $500.00 maximum fee [includes review of construction drawings for improvements in public right-of-way, review of preliminary/final drainage study ~0 ap and erosion control plan(s) if required] $ Site Plan: $50.00 (Not applicable for single family residentiap Right-0f Way/Easement $40.00 + $5.00/page recording fee Development Agreement Residential = $50.00 Commercial = $100.00 State Highway Access Permit: $75.00 application fee Traffic Impact Review & Report $100.00 processing fee Fiood Plain Variance: Ciass I=$75.00 Class II =$150.00 TOTAL REVIEW FEES: (due at time of building permit issuance) $ ~ o- $ $ o' $ g -b - $ 100. Please note that additional fees will be assessed for those permits related to construction of public improvements. If you have any questions, please feel free to contact the Devebpment Review office at 235-2868. i Signature of Appiicant Date ~ ~ DATE: 1 I~Q, ~ V T0: PUBLIC WORKS DEPARTMENT FROM: Building Depar.tment RE: The property at ?0 6 3 ef-) m "'~k has been signed off by the Building Department and is ready for a CO inspection. Once the inspection has been completed, please inform the building department as to the status. Thank you. PllBLIC WORKS APPROVAL~( ~ 1~✓~~C Remarks W, ~p p~.OJ 4 JW~IC1jCY~I _ ~I f t VtG~ ~ ~ ~l(l - ~61LC C(qfAC~G f / n ~ Z 0 Z ~O cm am c \ / ~ ~ q m v , Nc N Z C ~ r v0 m ~ n m O mn '0 ~ co ~ j m ?I (D ~ w CD ~ ~7 0 ~ SD ' T CD 2 w UD j - "0 c s 177 o 0 lii 0 p_ CD 31 m ~ J] m O > 3 (a 5 w. > T 3 - ~ ~ a , (a CD o a ~ n n N Y ~ eo m 0 N y m m a v 0 a . 3 ~ y ~ ~ ~ ~ ~o 0 o (x m y - I ~ L~ N ~ 0 (o v c ~o o fo m m x m ~ ~ -o c ~ U3 ~ m m - "a. m - ~ n 7 ° m ~ < 7 ~ 6 ~ ~ 0 O ~ 0 x a 0 ~ a p (A d T 0 O O o' ' Z 0 ~ 0 c ~ ~ 0 0 m C Z ~ r 0 < m 2 Cl) W m m Z cn 5 Z m 0 0 c m z 0 0 z 0 m 1 m C Z ~ r 0 < m D ~ co m m Z Cl) G) Z rn a < w ~ ~ p ° ~ m ~ o vi o ~ U N -o O 7 ~ N O _ :3 p Z CD -o 'o_ . m ~ z ~ m 0 0 m c ~ ~ i (7) Z ~ \ D r o cn y~ m n m U) -o m ~ D ~ Z Z 0 _ (D z C- a ai u m 0 ~ ~ y O m ~ ~ o ~ ~ 0 v r ,'I ~ M1 ~ 0 ~ 0 ti x n ~ m -~i L 0 C ~ P ~ z o G) D ~ ~ ~ 0 6~ ~r ~ °n ~ m ~ ~ 0 ~ ~ ~ < u m 0 L n c ~ CD Z m Nrn C 1) ~ ~ a> rn rn~ O c~ ~ rnv O ~ Z m ~ 0 rn ° 0 O O^m ~ W 0 > 0 W v~o ~ cn w C117 Cl) Cj) C n ou ~ ~ ~ z 0 ~ ° N o z m .0 ~ cl) ~ m r m c a r - Z 0 0 Z ~ m v = m „ o m C ~ c v z cn v c a Z 0 z r I N N O N m DEPARTMENT OF PLANNING AND DEVELOPMENT - - BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 7063-95 38TH AV Contractor License No. : Company : Building Permit Number Date 6266 11 /21 /97 Phone : 424-2730 Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy 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 responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordoafpces, for work under this permit. (OWNER)(CONTRACTOR) SIGNED 4D~✓DATE `J ' -2- 1 Description : CONNECT 2 EXISTING BUILDINGS BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : 554 Approval : SM 9/29197 Zoning : C-1 Approval : Approval : Occupancy : Walls PROPOSED ADD'N WILL BRIDGE A GAP BETWEEN 2 EXISTING STRUCTURES. STRUCTURE TO NORTH TO BE USED FOR ADD'S STORAGE.17 EXTRA PARKING SPACES WILL BE PROVID PROVIDED Roof : Stories : Residentiai Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accortlance with the provisions set forih in yopur application antl is suhject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other appliqble ordinances of the City. (2) This pertnit shall expire if (A) the work authorized is not commenced within sixly (60) days from issue date or (B) the buildin9 authorized is suspended or (3) If this permit expiies, a new permit may be acquiretl for a fee of one-half the amoun[ normally required, provitled no changes have been or will be made in the original plans and specificalions and any suspension or abantlonment has not exceeded one (1) year. If changes are matle or if suspensionar abandonment exceetls 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 water causing a tlrainage problem. (5) Coniractor shall notiy [he Building Inspectorhvenry-four (24) hours in adKance for all inspeclions and shall receive written approval on inspection card before (6) The issuance of a permit or the approval oF drawings and specifications shall not be consW ed to be a permit for, nor an approval of, any viotation of the provisions of the building codes or ny other ordinance, law, rule or regulation. ~ I hief Building Inspector For Mayor ~ THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Construction Value : $12,000. 00 Permit Fee : $188. 00 Use Tax : $144. 00 Total: $332. 00 ~7 DEPARTMENT OF PLANNING AND DEVELOPMENT BU-ILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - Building Permit Number : Date : ~ Property Owner: 7'Property Address : ~ Contractor License No. : ,q Company : To63-%~ rv 7~ 7-11-63?3o NIGR e-7" ~Pnone: ~12,`P -27 3 6,2 L Gz Phone :~Z`f - Z73 0 OWNER/CONTR4CTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : 1Z 00 U I hereby certify that the setback distances proposed by this permit appliwtion are accurate, PBffTtif Fee : a-C) and do not violate applicable ordinances, rules or regulations of the City ot VJheat Ridge or . covenants, easements or restrictions o( record; that all measurements shown, and allegations Plan Review Fee : made are acwrate; that I have read and agree to abide by all conditions printed on this . appliwtion, and that I assume full responsibility for compliance wit~ the eat Ridge Building Use Tax : 1 G~ck. ~ Code (U,B.C.) and all other appliwble Wh ~tidge ordinance~5~1r wo nder this permit. (OWNER)(CONTRACTOR) SIGNED ATE TOtel : - V Description : C'O N(f C~7-l G 67l( $'Tl A!G BUILDING DEPARTMENT USE ONLY Z"onin~j;Co__rt~mef~ts~{ 9~2~I`1~' SIC: Sq.Ft.: 554IT APProval: -F'2ur°br~o AAP~rtrnb uJe-2.E IFa~"Sc c~ &Xc-p Fx-fcjeet`. Zoning : C - I 10 'flha ✓to,~ Bullding Co~im.e-_nts:a .}o r-e- ,.v>od~. ccc¢cln.h+~+~ y~`"^'~ ------APProval: _ ~,Xtvta, rwi.Au.~S ~'r•.u~ ~vl,(.C 61L- App; oval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: ig EQan3iK~Fed~ ~ 1PI~R~ggi~'t1~49 c sPla~f'~s,SR~dIIi~tl~ (1) This pertnit was issued in accortlance with the provisions set forth in yopur appliption and Is sub)'ecl lo the laws of the State o/ Cdqatlo and to the Zoning Regulations antl BuilEiny CoEe of Wheat Ridge, Colo2do or any otherapplira6le oNinances ol the City. (2) This Oermil shall expire it (A) the work authonzed is not commenceG wiNin sixry (60) days from issue Eate or (8) the building authaized is suspended or a0andonetl lor a perioC of 720 Eays. (3) If this pertnil expires, a new pertnit may be acpuired (or a(ee of one-half the amounl nortnally required, Orovided no changes have been or wili 6e made in the original plans and specifcalions and any suspension or abandonment has not exceeded one (i) year. If changes are made or i( suspension o(abanEOnment exceetls one (1) year, lull tees shall be paitl lor a new pertnil. (a) No wo(ic of any manner shall be tlone that will change the nalural0ow olwater wusing a d2inage Oroblem. (5) Contaclor shall notiry the BuilOing Inspeclor twenry-four (24) hours in advance for all inspeclions and shall receive written approval on inspection card betore proceeEii9g wiN successive phases o(the~ob. (6) Ttie iss'f hce ol pertnit or the ppr I o~Crawmgs an0 speciGwtions shall nof be,consWetl lo be a permit for, nor an approval o( any viola6on of Ne provisions ol Ih~b tling es or an o er o inance, law, rule ar regulalion. ( ~CXef Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MA~OR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Faundation Engineering Compcany, Inc. November 17, 1997 Mark Ponder 629 Partridge Circle Golden, Colorado 80403 Altention: Mr. Mark Ponder Subject: Open Excavation Foundation Recommendations Proposed Building Addition Wheat Ridge Cyclery 7077 West 38th Avenue Wheat Ridge, Colorado Project No. F-3017-97 Gentletnen: Responding to the request of Mr. Mark Ponder, Foundation Engineering Company, Inc., performed an open excavation inspection of the footings for the proposed addition on November 14, 1997. We understand the proposed building addition will consist of a one-story structure, with no basement having a"footprint" of approximately 41.0 feet easC-west by 13.5 feet north-south. $iJBSURFACE PROFILE The soils exposed in the botlom of the footing excavations consisted of SANDS. Representalive samples of the subgrade bearing soils were recovered and returned to our laboratory for testing. Geotechnical and Materials Consultants 14854 East Hinsdale Rvenue, Unit R• Englewood, Colorado 80114 • Phone/fFlX`(303) 680-6461 I~ The SANDS were very silty, slightly clayey, variably loose to medium dense, very moist, and brown in color. According to the Unified Soils Classification System (USCS), this silty SAND classified as (SM-SC) material. EARTHWORK CONSTRUCTION The sandy subgrade soils encountered in the footing trenches should be overexcavated and removed to a minimum depth of 1(one) foot below finished footing subgrade. The Sands in the bottom of the excavation should be moisture conditioned to within -2% points to +2% points of the Optimum Moisture Content (OMC), and compacted to a minimum of 95% of the Maximum Dry Density as detennined by ASTM D-698 (see Drawing No. 2). The footing trenches should be backfilled with granular import material, similarly moisture conditioned and compacted to a minimum of 95% of ASTM D-1557. We recommend that the backfill material consist of 3/4" recycled concrete or CDO'I' Class "6" Aggregate Base Coarse. FOUNDATION RECOMIIENDATIONS Contingent upon proper earthwork construction procedures being accomplished, tested, and approved by our Soils Engineer, the proposed building addition may be founded on conventional spread footings bearing on proper y moisture conditioned and comnacted SANDS and Granular Imnort Material, founded below frost penetration depth, and be designed as follows: Page - 2 1) Maximum allowable bearing pressure: 2000 (psf) 2) Minimum dead-load pressure: N/A (psf) 3) Minimum continuous footing width: 20 (in.) 4) Minimum individual footing avidth: 24 (in.) 5) Frost penetration depth: 36 (in.) We recommend a coefficient of sliding resistance of 0.45 and a"passive" equivalent fluid earth pressure of 350 (three hundred fifty) pcf be used for the representative on-site recompacted sandy soils. Settlement of footings designed and proportioned as recommended could be on the order of 1.0 inch, one-half of which may be differential. FLOOR SLAB CONSTRUCTION 1) We recommend a minimum of 6(six) inches of granular import material also be placed below the floor slab on grade. The insitu sandy subgrade soils and imported granular material should be moisture conditioned and compacted as specified in the previous "Earthwork Construction" Section. 2) Design and construct the floor slab to move independently of all bearing members (floating slab construction). Provide joints around columns and every 5 to 10 feet, center to center in the floor slab area. CEMENT TYPE No Soluble Sulfate Tests were performed for this analysis. However, our past experience in the general area indicates that Page - 3 Soluble Sulfate concentrations aze possible and therefore, as a precautionary measure, we recommend that sulfate resistant cements (Type II, Type II Modified or Type V) be used in all cement exposed to the EXISTING SOILS on this site. Sulfate solutions react with tri-calcium aluminate hydrate, which is a normal constituent of cements, forming calcium sulfoaluminate hydrate with an accompanying substantial eapansion which caused cracking and disruption of the concrete mass when exposed to these sulfates. Sulfate reactions are triggered and accelerated by the presence of percolating surface waters. It is commonly accepted that sulfate expansion problems should be anticipated wherever the environment in contact with the concrete mass contains sulfate solutions in concentration in excess of 0_ 10 percent_ When sulfate concentrations in excess of 020 percent, the use of Type II, Type Modified or Type Vi cement is mandatory. With the exception of Type V, it is our understanding that at the present time, there is no price preinium charged for the use of these sulfate resistant cements. In any open-hole foundation investigation, it is necessary to assume that deeper soil conditions do not change greatly from Page - 4 those indicated by our shallow-depth observations. This report does not reflect any variations, which may occur in the lower profile. For this reason, we consider it mandatory that our Soils Engineer, or a representative of our firm who is familiar with the subsurface conditions, observe the excavation bottom compaction, and wall backfill compaction operations and perform appropriate soil tests. If variations are encountered, then it may be necessary for a revaluation of the recomtnendations contained in this report. If unforeseen subsurface conditions are encountered, we should be notified immediately. In the present report we have presented judgment based partly on our understanding of the proposed new construction and partly on the data we have obtained. This report meets or exceeds professional standards expected for reports of this type, in this area. Our company is not responsible for conclusions, opinions or recommendations made by others based on the data we have presented. Very truly yours, FOUNDATION ENGINEERING G ~ Robert L. Maury, P.E., G. Principal RM: sf cc: 3 sent Page - 5 N'. i I 3830 EIGH COUR.T 1- ~ ADDITION ~ i~ 41' i H a 7077 WEST 38TH p AVF.NUE 0 U x u H x 7085 FTFST 38?'H AVEN[1E Foundcation Engineering siTE sxETCx Compony •vvnoveo er: scue: No SCale onAwH er MP DATE: 11/17I97 R~ . 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END BOLTS - STRADDLE ~ ~ - - o - - - o - I - e ~ MC8X8.5 ~ EA. SIDE SAW-CUT NOTCH FLANGE DEPTH TOP & BOT 3" ± 1 I II II GROUT CELL AS I NEEDED OPENtNG ~ REMOVE - I WALL AFTER HEADER II I MC8X8.5 W/ 1/2"6 EXP. IS IN PIACE ANCH. @ 32" O.C. BOTH SIDES U II I /2" BASE PL 6'-0" (MAX) MAS. WALL MrgX8.5_ ELLVR i ION HEADER OVER 0?ENING IASONARY WALL TO E SUPPORTED ZO 2 -MC8C8.5 HEADER SAW-CUT NOTCH FOR HEADER FLANGE 3/4"0 THRU BOLTS RE: ELEVATIPN PL 1/4° I ~ REMOVE MAS. AFTER HEADER IS IN PLACE I~n I ~ SECTION PROVIDE MC8 AT JAMB IF EXIST. WORK SHOWS SIGNS OF WEAKNESS OR IS NOT PROPERLY ~ GROUTED` ~o w~ ~y o o° m Jp~ W ~ J J t'A UN ~ Bi o z m w~ ~o ~ 'n o ~ t ' o~' R ° 18784 'ONAI E~~'' • w ~ a o o ~ U ~ ~ H M 1/2°4 EXP. w ~---ANCH. @ 12° 00 ~ ~ ~ PROJ NO GEOUT CELL SOLID Date: 11/74/97 ~ SECTION DRAWiNG N0. oF 4 ~ s, DATE: A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: ^ q~1 Cv 3~~~ `2 OF STRUCTURE• ~M ~ 1 lGP r~~ ~ PURPOSE • 7 Building Dept. 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