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DESIGN CRITERIA SCOPE OF WORK
<br /> DESIGNPERNFPAI3,2016 EDITIONANDIDCALATP REQUIREMENTS IING'LIISIONS:
<br /> s OFFICES AND HALLWAY ADD 13 NEW UPRIGHT SPRINKLERS FORTENANT"ROVINENr
<br /> HAZARDCASS:LIGHTHAZARD
<br /> .10 GPMSF OVER 1,500 SF CONNECTTO EVTSTING 2-12"BRAN IIIAlELOCAIEDAEOVE
<br /> M4XIMJMCOVII2AGEPER SPRINKLER 225 SQ FT
<br /> u 1 CONSTRUCTION TYPE-NONLONBUSTIBLE U-JOBSTRUC•IED
<br /> �"._ ( IIIIIIIII IIIIIIIII II�•�
<br /> w , SHAZARD CLASS:ORIMNARYI-IAZARD,GROUP ACLCROSSI-IAICTKEDAREAS ARE NOT INPROJECT SCOPE OF WORK
<br /> FHIIIIIIIII IIII
<br /> i s N GPMSF OVER SF
<br /> o \\\\\ M4ITMJMCOVERAGE GEPER SPRIINIQER 130 So IF
<br /> 1 r ORDINARYHAZARDAREAS SEE MVIDUALCALCULATIONS FORDEIAICS
<br /> i
<br /> tNOTE CALCCALCULATIONSMYAPPLYAQU[CKRESPONSE RED[JCIIONINIIGHCITAZAILDAFI7
<br /> 1 �.+1+:14ff{ f 'I I�FifiYl IL11L+°1'If�ltJi�I::t� If�?'ellt{J�l :l I t .i'.f't11'f
<br /> { _ F,XCLIJSIONS:
<br /> k •'\ PAlNlA1G OR LABELING OF PIPE AND'OR EQUIPMENT 'r�
<br /> 3 PIPM NOTES V
<br /> , 1 IIECIRN'AL.WIRING OF ANY IE,DINC[LIDINC BUI NOT IIMTEDTLI WATI7RF'[AW
<br /> SWITCH,ELECTRIC BELL,ANDTAVPER SWITCHES
<br /> C1IVIRAl,STATIONIvDNIIURING hEIVI;WIRINYiAlVD SERVICES
<br /> 3 i •_ — -- __ I ALL I"PIPING TO BE SCHEDULE 401FIIREADED,WIIHBIACKIxJL1II.E IRON �P
<br /> )_ ! OR CASTIRON SCREWEDFIITI IGS UNLESS OTHERWISE NOTED.
<br /> 1 SS jAA L0 3C — AlLurmERGROLrroWORICNCLUT BurNx>TLTnnmTo:TJpcTaIIJ sELEcr
<br /> LLI
<br /> BLDG. ' ALL 1-1/4"ANDLARGERPIPISY'i TOBE SCHEDULE 10 WELDED,WTTHGROOVED FILL,BREAKING PATCHE�Y',SAWCUIIWG,LAWN REPAIR,LANSCAPING,TREE
<br /> FITTINGS UNLESS OTHERWISE NOTED RENDVAL,STERRIATICK DEVEDPNENFEEES ANDCHYCONNECIION
<br /> _ I= EP�IRATE SUMITTAL) I i coo
<br /> < +—
<br /> w E= ALLGROOVEDCOUPLINGTOBE RIGIDUNLESS NDTEDW/E FORFUMBLE TRACING IF
<br /> p QF.
<br /> -'-- f ! , „ LSAT REQvmEDUj
<br /> FIRE STOPPING ANLYOR1,01SE CAULKING R RE N
<br /> 2 ALLPENDENP SPRINK ELLS TORE LOCATEDINCEMER OR QUARTERPOINIOF ��®
<br /> 1..
<br /> CEILINGTIES. GENERAL NOTES
<br /> Steel Pipe ASTM 1-795 or Better
<br /> ODCA UL B 3
<br /> r OTH R
<br /> TAM
<br /> YARD P.I E ' HYDRAULIC CALCULATIONS FOR Size Description End Prep Types H2O W UFT Capacity
<br /> � . TAM Ili � IT67HE RESPONS®IIIIYOF THE OWNER TO MAIVIAPI7HEINfEGRIIYOF THE SPRINKLER
<br /> OFF R I m : 1 Schedule 40 Threaded,Cut and Roll Grooved,Plain End 2.055 0.04gal SYSTEM THIS INCLUDES ADEQUATE HEATATALLMES TOPREVLNI WAIERINPIPES N
<br /> EXISTING WAREHOUSE SYSTEM 1'/. Schedule 10 Roll Grooved,Plain End(Butt Welding) 2.518 0.08gal FROMFREEZINGIN AREAS PROTECIEDBYAWET PIPE SPRP49ERSYSTEM r1
<br /> _ F'47
<br /> ............... DESIGN
<br /> w I_ BY OTHERS UM-P.A1ED
<br /> _ 1% Schedule 10 Roll Grooved Plain End Butt Welding) 3.053 0.12 al
<br /> �.� ..................................... _.._..DE
<br /> g g WHERE PIPE IrNTACLIDINAIIIC ORJOISTSPACE EXPOSEDIUA SPACE
<br /> 2 Schedule 10 Roll Grooved,Plain End(Butt Welding) 4.223 0.19ga1 M
<br /> SIGNED TO NFPA 13 200716.2.1.3.2(d} TOAPIPE LLOWHS TO E TTOREACH SP FEEPIP1NG`,DPR TECTF,0MFR EZM N W AS
<br /> ° { : 2'/z Schedule 10 Roll Grooved,Plain End(Butt Welding) 5.893 0.28ga1 T°A�WgTTpSPRIlVIQ.ER P�INGANDPROlECIFROMFRE871PK'.NO LO
<br /> ....-.,b...._.._..._............ ...... ER................_........_..........._..._........_..._. I — 3 Schedule 10 Roll moved,Plain End Butt Welding 7.957 0.43ga1 p
<br /> w I "................_......._....................._.._._._ __. _.. :..— BYOTHER SEE TENIM DETAILS FP 0.02. G1
<br /> 4 Schedule 10 Roll Grooved,Plain End(Butt Welding) 11.796 0.74gal (TENTING
<br /> 4' O G AFF BY 0 ERS rn
<br /> 6 Schedule 10 Roll Grooved,Plain End(Butt Welding) 23.038 1.65ga1
<br /> S1RLC'ILIIRAL.ADEQUPCYOF THE BUILDING 7O SUPPORTIHE SPRINKLER SYSTEMPPPIG
<br /> i 8 Schedule 10 Roll Grooved,Plain End(Buff Welding) 40.086 2.78gal (HANGERS&EAR•HiQUAKE BRACM)ISTHE RFSPONSIBILRYOF THE OW'NERANIYOR HIS
<br /> '�O FLG O 6" AFF BY HERS I ���T(� /��.�' �T�/��TT' ���p (� STRUCIURALREPERSENATIVE.
<br /> 2 HANCE"ES 11,AI `I1 S ITVJ�OI�1J ND1, R� °LS TO BE PERFOIRIvEDBYOIHERS.TI161NC[SJDES ALLAL4RMAND
<br /> f — PAINTING OF PPE,MASKNG ORUNMASK ING OF SPRINKLER HEADS,AND'ORPREPARATION
<br /> j EXISTINGPPM
<br /> o WORKFOR PAINTING IS TO BE PERFORVEDBYOTHERS.
<br /> $3 NEWPPINGWTTHUPRIGHTSPRIl�IIQ.ER.S j — ALLMAIERIALTU BE ULAPPROVED
<br /> = SEAWAY. LOT 3C _ REMODEL
<br /> BL G. A f RNNGERLOCAMONFORI-12"BRAI-r'HIAIE PPINGMEMIOPS ARE CENIER TO CENTER ENCEP•1'DIVVII"SUO E;SHOWNAS(1-6)WHICH
<br /> F ` (THIS S 16MITTAL) AREA PAICATESANENDTOENDDMNSIONOR'UNIDLEr4UM'
<br /> RV UER LOCAT ION FOR T-BRANLTIIlVE
<br /> EARTHQUAKE BRACING,HANGERS,VE'1HODOF HANGING,ANDPPE TYPE SHACLCONFORM
<br /> 4 - 1ONFPA#13.
<br /> o — JOIINING OF PPE ANDFTTIMS(TI-IIREADIDAND WELDED)SHALLCONFORMTO NFPA#13.
<br /> �.
<br /> 1 \\ WATERFLOW11V1'OnLVY"'1110N ALL.SYSTEMPPING SHALLBE HYDROSTAMCALLYTESTEDAT 200 PSI FOR TWO HOURS IN
<br /> 1 �\ WAIT ATE STAMP'
<br /> •�/1� I,' l l I1 i D Ptf. WATERFTDWFFORMAMONPROVIDFDBYENF.REITPUBUCV"M.FOLLOWING CONFORMVNCEWiIHNFPA#13. _________________________
<br /> / 1111 I IT II 1�'�� ! T
<br /> K 1NFORMAMNBASEDOFFFTDWTESTCONDUCIEDON06/302005 ASIUCKOF SPARE SPRDW-ER OF EACH STYLE,TYPE,ANDTEM'ERATURERATINCALONG w.sx;x
<br /> u, r.
<br /> w " r c.ox.. ePxnrlrrrs or rwrrsrExer
<br /> F I I clre srrwruasrarers
<br /> ° 0 1[�'ORMAIIONOBI'AINEDFROM I3U1[DIING ORIGIINALETRE SPRIINIQIIRPERMT r
<br /> �.� I a �a ..� _ WRDIASPRIN[4.ERWRINCH3HALI,BE LOCATED MAIN
<br /> "' J T1WG+S. i Todd Michael Ko_b 1 r
<br /> FLOW TEST WAS CONDULIEDAT23RDDR WEST&60TH SI.SOUIH WTST
<br /> N FH rs
<br /> Avalo Mecnamcai cono-ecro
<br /> r APO LMC860--�
<br /> ° ) STATICPRESSURE: 79PSI w
<br /> soy , I I I I I I I I I "`rt I I I I I I I I I I I I I I IFH I I I I I I i 10114/2024
<br /> T RESIDRJALPRESSURE: 64 PSI 1,750 GPM '
<br /> u, S/,S� __ _. - _ __ - - ELEVATION OF HYDRANT 482 FT ' n om '
<br /> BUILDING CODE ANALYSIS ...
<br /> ._.._......- -.. .....................
<br /> -
<br /> o
<br /> .._.._.._..pv__ OCCCPANCYQ.ASSIECATIONANDL6E: B,F-1&S-1
<br /> BUKDINOCONSTRUCHONTYPE: 111-B FUILYSPRIWQERED
<br /> \ DnL-'1YYl.L`IV 11VlJlill APPLICABLE STAT414 1,FPA18,
<br /> APPLICABLE STAN[L1RDS: NPPAl3(2016)
<br /> 1 NUNEER OF STORIES: 1 STORIES
<br /> SITE PLAN FP 1.00 COVER SHEET,GENE2ALNOTES ACTUALBLIIDIN(J FIIXiHI': 28'-8"
<br /> BUIDING SHELL AREAIN SQUARE FEET. 931 SQ FTRENDDE,AREA
<br /> ° , FP 2.00 FIRE SPRI,IIQER PLAN-EMSTING SYSTEM
<br /> SCALE: 1"=50'-0"
<br /> FP 2.01 FIRE SPRR,8aERPLAN
<br /> FLOW TEST SPRIER ZONE Il�IFORMATIONo
<br /> KEY PLAN
<br /> FH STATIC 79 PSI
<br /> RESIDUAL 64 PSI
<br /> Tw FLOW 1750 GPM HYDRAULIC-SYSTEMNORTH
<br /> SOURCE EVERETf PUBLIC WORKS THIS SU LONG IS IL
<br /> HYDRAULICALLY ® VICINITY MAP
<br /> DESIGNED
<br /> LOCATION 23RD DR. W & 60TH ST. SW AUTOMATIC SPRINKLER SYSTEM NOT1O SCALE
<br /> ow DATE 6-30-05 CADsexvlcEs
<br /> ° Location
<br /> ELEV. 482' No.of
<br /> OFFICE AREA
<br /> 13 HEADS FLOWIN'(1 �`� � --o�o�xnxrox
<br /> SprinklersBasis of Design
<br /> 1 ir61 EYiw2E a BB06T
<br /> o.wnu r. ¢ a E�OxM
<br /> _= MERRILL CREEK PKY ww r 931(ENTIRE AREA) r ° PROJECT -�
<br /> LOCATION ( PROJECT MINOR TODD KOMSOL
<br /> Demandil ON. System f
<br /> SUPERINTENDENT PHIL SISSON
<br /> 325.03 i ' APPROVED BY TODD KOMBOL
<br /> 50.020 e: OA/OC TODD KOMBOL
<br /> 00
<br /> 0
<br /> FIRE SPRINKLER SITE PLAN (REFERENCE ONLY) 3051RE14MEMNAALEYRROAC
<br /> ® a„
<br /> z
<br /> ' SC DIE:NTS II
<br /> -o NA t o
<br /> H�IY Date of Installation0 ' -¢ 10-11-24 PERMITSET
<br /> Imtall.d By: �nnuwa,a � '��
<br /> ¢ AroLLo _ %cn.P�� mu"' h w FS0778
<br /> 3051E VALLEYROAD 0 Qq wx
<br /> N
<br /> w 0... zCOVER SHEET,
<br /> dio
<br /> -
<br /> y�;�3 Sprinkler Legend .,,.:p a�� Z &GENERAL NOTES SITEPLAN
<br /> pr Symbol Manufacturer SIN Model Quantity K-Factor I Type Sizel Response I Finish I Temperature Note 0 P �D
<br /> Reliable RA11425 FIIFR56 13 5.6 Upright % Quick Chrome 155'F 0 0 _
<br /> � � Total=1
<br /> 3 0 9 n Go gle u 0 FP 1.00
<br />
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