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Permit#: K2311-013 QFC #852 STARBUCKS TI NFPA o <br /> Site Address: 4823 Evergreen Way •• - -- - - - •: x Z <br /> Applicant: Moore Fire Protection SITE SPECIFICATIONS 13 (J LL <br /> Application Date: 11/21/2023 Z <br /> �C TO er en O C In I Cross main continues to existin race store to remain unchanged Description: Add/Relocate existing pendants to AH3: City of Everett Owner/Lessee:Starbucks Coffee Company <br /> accommodate Starbucks TI Related Permit No: 82311-027 2401 Utah Ave S Q <br /> DATUM POINT nl Review Date: 11/27/2023 Occupancy Type: B-2 Seattle,WA 98134LL <br /> I Construction Type: III-N(Existing) Carly Byfield:206-471-0478 0 <br /> ® ® ) No.Of Stories: 1 Parcel No:0260935 <br /> _ 2V2 Z,h NIT O TAF 1 Z,h _Z,h_ 1 ,- ` General Description: Demo existingACT and GYP ceilings in Starbucks tenant space, <br /> x.r��x.x.x. x.x.�� �����(.������ ���� -4iI� fix.x. x.xxf xxlF�x.x.�x.x.x.��x.x. �������� �� x.l E°E"ETT construct walfor new storage ace and install ACT ceiling <br /> APPROVED EVERETT 9 P 9 <br /> ® ® f O R14V u ® ® ® ® PUBLIC WORKS DEPARTMENT "'""" FIRE FLOW <br /> w ® ® ® 1'-10 Everett Fire Dept.Permit Review Hydrant Location: Wilmington Ave Static Pressure: 76 PSI <br /> BY:THennan Y 9 <br /> L.L J L o Status:Approved <br /> LL I / I �.JAC INE / I (AL NE I DATE:11/2812023 Test Date: 07/05/1994 Available Flow: 1589 GPM <br /> ,0 L g Reviewed By:KBrown <br /> O CITY OF EVERETT REVIEWED FOR PERMIT BOR Static: 73 PSI Residual Pressure: 50 PSI <br /> 11/2712023 12:08:51 <br /> �Io ® I PM SYSTEM SPECIFICATIONS <br /> 1 1 x 1 wl O BUILDING CODE: 2018 IEBC,IFC and Everett Municipal Cade <br /> .II n W ceiling SO fits 'HIT ® 'el ® ® "I SYSTEM TYPE: 2016 NFPA 13 Wet Sprinkler System Revision <br /> g I ®H AFF P ®I I I SPRINKLER COVERAGE 130 ftG maximum per AS throughout <br /> P STRY <br /> SPRINKLER SPACING: Standard Spray Pendent: <br /> 15'-0"max.between heads. <br /> O / 1 QQ- 7'-6"max.from any wall. <br /> 55 / 6'-0"min.between heads. <br /> ® ® ® 1 ® 1 ® ® SPRINKLER DETAILS: <br /> t 1 t Chrome semi-recessed pendents are used throughout <br /> I F_ 1•-10 ® /� •_O••CLG\ CLJ / HAZARD CLASSIFICATION: <br /> New SCh 40 Arm Over \ / / Ordinary Hazard Group I <br /> (TYP on this branch line) OQP/ <br /> / PIPING DETAILS: <br /> D <br /> All new drops and arm-overs to be 1"Sch 40 threaded black steel with cast iron fittings <br /> NEW STARBUCKS SIGNAGE _ ———————————————————————————————— GENERAL Nores AND LIABILITY: <br /> / Moore Fire Protection's scope of work to begin at existing drops and arm-overs in the to <br /> i Starbucks tenant space only.All existing supply,risers,cross mains,branch lines,shell p <br /> 2T-0" 2T-0" 18'-0" system upright coverage above dropped ceilings and sway bracing to remain unchanged.All <br /> work is outside the remote hydraulic area so hydraulic calculations have not been provided. '> <br /> New pendents will match existing pendent K-factor and spacing. <br /> STARBUCKS RCP w <br /> 4'-0 The contractor shall pre-test the system(s)to verify proper performance prior to fire <br /> SCALE' 1/4" = 1' -0" department inspection. It is the responsibility of the contractor to perform all acceptance a <br /> tests and provide the necessary equipment for the tests. a,t <br /> All system piping is to be supported per manufacturer's specifications and is to be secured to —E <br /> prevent lateral movement. Pipe is to be secured to prevent sprinkler head movement. 3 <br /> z <br /> Moore Fire Protection's warranty of work does not cover any damage due to freeze related <br /> problems. Wet piping shall be protected against temperatures below 40 degrees Fahrenheit. E LL <br /> PIPING LEGEND: Insulation installed for this purpose shall be located on the cold side of the pipe only with no e 8 <br /> insulation on the warm side of the pipe facing the heated interior. Coordinate with general t <br /> �2 � 1 and/or insulation contractor. All insulation to be b others. Mn I E <br /> Existing 2/2"Sch 10 cross main to remain unchanged Y L 2 <br /> LL <br /> u <br /> tv= Moore Fire Protection shall not be responsible for the ability of the structure to adequatelyx <br /> -- ----- Existing 11/2"Sch 10 branch line to remain unchanged p tY cy <br /> support the fire sprinkler system or any appurtenances thereof. a, a a <br /> 810 New 1"Sch 40 arm over Owner is responsible for the periodic inspection,testing and maintenance of the water based <br /> __________ fire protection system(s)in accordance with the requirements of NFPA 25. <br /> -...... <br /> G 23051 G 23051 G 23052 G 23051 G 23051 G 23051 G 23051 p- <br /> / <br /> / \ Existing 1'/2"Sch 10 Branch Line <br /> MFP is not res onsible for existin conditions outside contract b <br /> / \ ❑ 22,-4"AFF f f o <br /> 21'-0"AFF <br /> s <br /> \ / Existing 1"Sch 40 Nipple, <br /> \ / 0 / 1"x 1/2"x 1"CI 90"Elbow,Upright > z <br /> a <br /> \ / HANGER NO.17SI - I —I t to <br /> STEEL SAMMY SCREW HANGER NO.18S �.................. <br /> AND ROD STEEL SAMMY SIDEWINDER Existing 21/2"Sch 10 Cross Main <br /> AND ROD <br /> ELEVATION AT KIOSK BACKBAR ZPURLIN <br /> N <br /> 2'-8 <br /> ZPURLIN 30 <br /> SAMMY SIDEW INDER J <br /> SCALE:3/8" = 1'-O" 2PUR4MAX <br /> New 1"x 8'-0"Sch 40 Drop <br /> m " <br /> 3/8" - - <br /> -SAMMY SCREW Rounded to Thread - 1 2 PURLIN DEPTH MAX. <br /> Neared In Q p g <br /> Rounedsed WR"dNear II ch SWIVEL RING PIPEC7 SWPIPE CD X J`� <br /> LL <br /> NOTE ON PLAN:HANGER NUMBER ANDA'DIMENSION LU <br /> # N N U W <br /> a U) <br /> NOTE ON PLAN:HANGER NUMBER AND"A"DIMENSION '"'E N O <br /> 0 J" N y� <br /> 4 U <br /> 1 ` Un N <br /> J000._ <br /> VICFLEXPPI111 `Cr% <br /> ,. ,... .- - - - Bx coDL"un°NRING xG New 1"CI 900 Elbow,(1"x 1'-101/z•' Un o <br /> o REMOTE AREA <br /> I� Arm Over), lex Drop,Pendent a ,',E U 121 � <br /> t (NO CHANGE) MAXIMUM SUPPORT SPACING ^u W rl <br /> rl L <br /> D FOR STEEL PIPING LL o z N <br /> NGTHBANq��1,'�rB� ,2 <br /> e NGL�,NnDFNxxG <br /> s <br /> a REo NGD TL T A" �LE,a DR1,x FMET <br /> " EODAERBRA ETLMLLQNL" <br /> o raE But qvA UBIE N2a'gNDae'LExGI"s LU N Lo <br /> PIPE BETWEEN FROM END ' =J <br /> SIZE HANGERS OF LINE ', ND BR cKEr ssEMBL. v E N N <br /> ......... _,_ EXISTING RISER E xEErMErgLscREw U -� o ¢ -' <br /> E <br /> • --- - 1z s"xEADEDTEE .. <br /> LOCATION 3/4" N/A N/A M Q u� ai . <br /> o• (NO CHANGE) 1" 12' 36" �'� U �.-I V)LU Ow a N O w <br /> 1-1/4" 12' 48" s °OuS FPA <br /> o- - 1_1/2" 15' 60" Fy`"r LISTED <br /> 2" 15' 60" B I--I <br /> .._ <br /> SEE SUBMTOTALBENDSFOR TYP. NEW DROP 0 � <br /> °I 12" 15' 60" MAXIMUM TOTAL BENDS <br /> NOTES: <br /> TV 10.85F,2;1 ADDITIREFERONAL <br /> A VETAILS.SUBMITTAL SCALE: 1" = 1r - 0" 1'-0 <br /> - 10.85 FOR ADDITIONAL DETAILS. <br /> -- -- - 12'-0' AFF <br /> ' M <br /> LA- 2x4 AB2 AB2 0 AB2 11 AB2 2x4AB4CITY APPROVAL STAMP: GO <br /> TUD STUD Q <br /> AREA OF 1311 <br /> WORK DROP CEILINGTILE CEIL NG <br /> CONSTRUCTION PIPING j <br /> ...._____ ... ..... _____. w <br /> — --- BIf SERVICES ONISION <br /> ' o ,.� BRAIDED VICFLEX FLEXIBLE PRaecr:BR.uDEn vcFlrx HosEAssEMBLIEs FRax. N � m <br /> HOSE SPRINKLER ASSEMBLIES cusroMEx: Foa LL 3 <br /> .. slPENDENrs"BINKLEes <br /> . . . FOR STANDARD PENDENT SPRINKLERS BvrEEwxsERESAeeFoaNSLL00 <br /> e <br /> REF.DWG.MIGTAULIC SUBMITTAL TO.85 p011 <br /> CRN.BY2G5 DATBBA Il -IINGNDMBER REV. <br /> N <br /> AUX.REMOTE AREA SITE KEY CHK.BY: DATE: VICFLEX-B-CB-SP A lu <br /> (NO CHANGE) LL <br /> SCALE = NONE a <br />