|
Permit#. K2109-009
<br /> Site Address: 3810 RIVERFRONT BLVD BLDG B
<br /> Owner: RIVERFRONT COMMERCIAL LLC
<br /> Tenant RIVERFRONT BLDG B ll
<br /> ADp-Date: 9/24/2021
<br /> I»SLsu".nw+,L.'2Rs:a2" Description:
<br /> NEW ET I ES PINKIE(SY
<br /> ;r^�,",,1 .......... � •mm COMMERCIAL
<br /> DESIGN CRITERIA SIZE THI021�3 DIAM°ETER ENDP PREP LAIN TYPES
<br /> ES FILLO B]4IPE GALLOONS/FT meuaB nB n r w.� �sner
<br /> CPVC PIPE
<br /> PIPE WALL INTERNAL WEIGHT SapOF CAPACITY INN, J '•y �.Fwm �
<br /> A���LLL Reviewed By:,+��Vw`-S'>�Da�:l�
<br /> +.THIS PROJECT CONSISTS OF THE INSTALLATION OFANEW WET PIPE SPRINKLER SYSTEM.ANDS 1%1 0.288 1.394 1 PLAIN ENO 1.0)9 0705 nva� `�-O(flce Set Job Site Set _Flre/Planning Set
<br /> CLASS I STANDPIPE SYSTEMS DESIGNED AND INSTALLED TO NFPA 13814,MIS ED,2018 PC 1'A 0.302 ISO PLAIN END 1417 1042 �'✓ 'aw•" m.r '- I e
<br /> SPECIFICATIONS,MID PER CITY OF EVERETT STANDARDS. �2 O.ST2 2.00S PLAIN ENO 2.223 183] nanuurprrrewM+4
<br /> 2.FIRE SUM SSION SYSTEM TO BE SUPPLIED WITH 8"DEDICATED FIRE SERVICE LINE.LINE TO BE
<br /> CLASS D.I.AND TAPPED INTO EXISTING(MIN MAIN,A COPY OF THE FLOWTESTIREPORT FROM MAX DISTANCE BETWEEN HANGERS TO BE:
<br /> EVETHIS PR r PWD HPS BEEN INCLUDED IN THE HYDRAULIC CALCULATION PACKAGE SUBMITTED WITH NOMINPI SIZE 314 1 1114 1 111 2 2la 9 4 5 8 B
<br /> THIS PROJECT.
<br /> GRV STEEL PIPE WA 12-0 124 184 1S-0 160 15-0 16-0 ,5-0 15-0 I.
<br /> S PROVIDE CLASS I STANDPIPES IN EACH EXIT STAIRWELL,PER PC M18 CODE,STANDPIPE AND THIRD STEEL PIPE WA 12-0 12-0 12-0 17-0 12-0 12-0 WA WA WA WA
<br /> HOSE VALVE LOCATION TO SE BASED OFF of IFC 2018,805A.ON MAIN LANDINGS,STANDPIPES IN CPVC PIPE 68 8-0 Bd )-0 8.0 9-0 10.0 WA WA WA NIA
<br /> STARS IS 3 WILL HAVE FLOOR CONTROL VALVES THAT FEED THE RESIDENTIAL FLOORS. _ 1 I p;p4p�n'-�
<br /> 4.HYDRAULIC CALCULATIONS HAVE BEEN PERFORMED FOR EACH DESIGN AREA,AND NOTED ON
<br /> MAX DISTANCE FROM CPVC DROP TO HANGER: -__-__ ___i____' __i_i__- L_- _ '__ �i_- SU
<br /> THEPLAN.HYDRAULIC'CALCULATIONS WERE ALL PERFORMED UTILIZING THE HAZEN-WILLIAMS NOMINAL SIZE 3M 1 1114 it/2 2 212 3 -- -- _ _ _ __ __ _- ____ -_�I_ __ __ B
<br /> METHOD.RESIDENTL CALCULATIONS SERVING COMPARTMENTS LESS THAN 800SQ-TO BE •,DO PSI B' 12' 1T 24' 24^ 24' 24' WA WA WA WA __ _- _ 1o,Mar ^ rr--/�� ,r„�
<br /> DESIGNED PER CUT SHEET SPECIFICATIONS,AND NFPA 13 CODE. >10.PSI 6" 9' 1Y' 12" 12- 12' 12" WA WA WA WA N U ILLS/L/" V
<br /> S.BATHROOMS THAT DO NOT EXCEED SNO.'IN ARE ARE EXEMPT FROM SPRINKLERS AS LONG AS u Nu lun % m n�jj
<br /> THEY MEETTHE REOUIRMENTS OF NFPA 13,20le ED,B.16.8.1 SEISMIC AND 4-WAY BRACING NFPA CRITERIA ______ OCT 1 2 Qpi V,
<br /> 4WAY BRACING-REQUIRED AT ALL TOPS OF RISERS(2%".IN DIA.)EXCEEDING 3'IN LENGTH,
<br /> S.CLOSETS UNDER 12SQ.'IN AREA ARE EXEMPT FROM SPRINKLER HEADS PER CITY OF EVERETT'S -DISTANCE BETWEEN 4-WAY SPACES FOR RISER SHALL NOT EXCEED W-0 VERTICALLY ' 1 orKnnr` CITY QFEVI RETT
<br /> ACCEPTANCE(DICUSSED DURING TIME OF DESIGN,)OF NFPA 13 MIS EDITION,ANNEX D.2.19 2,1 LATERALBRACING-DISTANCE BETWEEN THE LAST BRACEAND END OF PIPE SHALL NOTI EXCEED S-0,
<br /> GIVE THE CRITERIA OF CLOSETS THAT MAY BE OMMITED. -SPACING SHALL NOT EXCEED A MAXIMUM INTERVAL OF 40'-0 ON CENTER - _ -_ "' ___ Permit SET ICe$
<br /> LONG UDINAL BRACING.DISTANCE BETWEEN THE LAST SPACE AND END OF PIPE SHALL NOT EXCEED 40'-0. 'wrcemm
<br /> 7,WASTE CHUTES TO BE SPRINKLED IN ACCORDANCE WITH NFPA 13,CH12.15.2.2.1 -SPACING SHALL NOT E%GEED A MAXIMUM INTERVAL OF SO ON CENTER wW
<br /> INSTALL SEISMIC BRACING PER PLAN/SEISMIC CALCULATIONS HAVE BEEN SUBMITTE yrll+r
<br /> w
<br /> S WFP ASSUMES THE STRUCTURE TO BE ADAOUAM TO SUPPORT THE SPRINKLER SYSTEM.AU.
<br /> HANGING AND BRACING TO BE PER NFPA 13.2018 EDITION. DESIGN AREAS LEGEND ww wnl u4w Boor I @
<br /> 9,ALL MATERIAL TO BE UL LISTED AND/OR FM APPROVED FOR FIRE SPRINKLER USE.
<br /> 1. WET SYSTEM/FP-13/L8,RESIDENTIAULIGHT/4 HEADS/S101S704 ea .a `
<br /> 10,ALL ELECTRICAL WIRING AND MONITORING OF SPRINKLER SYSTEM IS TO BE DONE BY OTHERS. 2, WET SYSTEM/FP-2/LIA,COM MERCLAUGH2113 H EADSIS201-S213 ancerlr
<br /> 3. WET SYSTEM/FP-2IL1A,COMMERCIAUGH2/15 HEADSIS301-S315 �` °„; "�; �" I I"u" °,;;
<br /> 4. WET SYSTEM!FP-1IL1A,COMMERCIAUGH2/11 HEADS/S401S411 ---- - -- ....
<br /> \ IIIn.rw
<br /> 5. WET SYSTEM!FP-3/1.1A,COMMERCIAL/ON2/14 HEADS/5501-55141 � I
<br /> 12 ELEVATOR CONTROL ROOMS TO BE PROTECTED PER NFPA 13.CITYOFEVERETTAHJWAS 8. WET SYSTEM/FP-3/L7B,COMMERCIAU0112/14 HEADS/S801-S514
<br /> CONSULTED AND DIVERTED TO THE ELEVATOR MANUFACTURER FOR PROTECTION CRITERIA.
<br /> 13.STANDPIPES IN STAIRWELLS TO BE LOCATED ON WE WIO•LANDINGS PER CITY OF EVERETT 'N 00M°011 I' I I °°^'� I /��u�• n e
<br /> AHJ.IF MID LANDINGSARE NOT CONSISTANT FROM GROUND FLOOR TO L5,THEN THE STANDPIPE 18 SPRINKLER LEGEND/BUILDING B _ -Noo _ _ ,I _- I I_ -- -I- __I I __-I _
<br /> TO BE LOCATED ON THE SIDE OF THE STAIRWELLS WITH THE MOST•MI7LANDINGS. _ _ _ _ __ __ __ __ _ EEE
<br /> _
<br /> SYM CM P m N FINISH NPT IN MFO. MODEUR I SPACING
<br /> ® INS PENDENT OR EC WHITE IN' 4.9 112' RJS10 RELIABLE F1RES40 1S•DX10'-D _ Ma
<br /> - -IF
<br /> SCHEDULE 40 SPECIFICATIONS PENDENT QR BC WHITE 175' 4.9 +l2' R 51B RE LAB E F1RE86B 1g•0%10'-0Mal R ® N PENDENT OR SS WHITE +88• 5.5 112• RK1414 RELIABLE F1 PR 15-0%ib'-0 -
<br /> PIPE WALL INTERNAL �ENU5�13
<br /> CCgqpp0.q0C4�''ryry��NI _ BULL DING S E CT I O N �
<br /> SIZE THICKNESS DIAMETER END PREP TYPESE&VLA 48]PT. 2 PENDENT 8R 88 CHROME 166• SO &4' M1712 RELIABLE F1 LO 13D80.'PER WARNING
<br /> I 0.139 1.049 THREADED,CUiS POLL OR00VFD,P 0.046 100 CORRDORPEND. WHITE +u° ae 1l2' RASB14 RELIABLE LT58 2Y-0%10'4 SPACING FOR BL RESTRAINTS
<br /> 1Y. 0.140 1300 THREADED,CUT S ROLL GROOVED,P 0.078 N 1 Haw.a SRA66 Ig- LB 112• RMSM RELIABLE Fi-SS 130SQ'PER .. '. Thi9 Builtling COntainsa FlameGuard®
<br /> 1% 0,146 1.610 THREADED,OUT a ROLL GROOVED,P 0.116 2 DRYHSWOREC ..Rome 1. 6.6 V IN. rvco DS, M,-oX1a'-0 SEISMIC COEFFICIENT(Cp) I,j NOT TO SCALE .CPVC Firm Sprinkler LIFE SAFETY SYSTEM
<br /> 2 0,164 2.0
<br /> 67
<br /> THREADED,CUTS ROLL GROOVED.P 0.190 Q 1 MRYHSWOREC CHROME IN 5.6 1• RA1664 RELIABLE DH66 2V•DX10'-0 L WCNEM RLABL ST COME IN
<br /> B DRYNBVJQRE3 CHROME IN' LS 1" RS]3/ RELIABLE F30R58 WHOXI0'-0 Cp</=,50 CID>.50 Cp>.71 ". CONTACT WITH THIS CPVC FIRE SPRINKLER SYSTEM!
<br /> SCHEDULE 10 SPECIFICATIONS O o UPRK3MT BRASS 153• 5.8 tl2' RA3624 RELIABLE KFR36 1S•OX18'-0 Cp</=.71 STAIR(-1%"GLOBEUMC'SONRESI FLOORS Protect a11OrangeCPVCPIpingProductsfromany
<br /> PP��ppEE ppyyLL R qL ® iH UPRIGHT BRA93 156° B.0 &4' PA1T22 RELIABLE Fi LO 13030.'PER 1" 43'-0 36'-D 26'-D "_ unmixed and uncured Spray Foam Chomleals>"
<br /> BRE THI KNE85 DIAMETER ENDPREPTYPES FILLED PPE GALLONS LIFT: 1.eT8 TOTAL HEAD&SUILDING&EVERETT RIVERFRONT +r
<br /> 46'-0 39'-0 2T-0 IF YOU DAMAGE THIS SYSTEM YOU WILL BE HELD
<br /> IY. SAW1.442 ROLLGROOVED,PLAIN ENO(BUTT WELDING) 2.82 0.085 RESPONSIBLE FORALLDAMAOES
<br /> 1% SAN 1.6.2 ROLL GROOVED,PLAIN END(BUTT WELDING) 3.04 0.115 11/2 49'-0 41'-0 29'-0 PENTHOUSE _
<br /> 3 0100 2157 ROLL GROOVED,PLAIN END WELDING) 4.22 0.19D Farba6 oral Mo,m.Bon con ra,.nm wslw
<br /> 2 ° 2" 53'-0 45'-0 3V-0
<br /> ^; 3K LDWBFA.m�Y PnaRT°
<br /> 2'h 0,120 2,835 ROLL GROOVED,PLAIN ENO(BUTT WELDING) 3,89 0.283. �•, g ��r°BFML see., n 4n ._,
<br /> .120 a260 ROLL GROOVED.PLAIN END(BUTT WELDING) ].94 0.433 Ss=1.32 Cp=.65 I'4 DAM 4.260 ROLL GROOVED.PLAIN END(SUIT WELDING) 1171 0]40 VALVE
<br /> 8 0,134 63P ROLL GROOVED,PLAIN END(BUTT WELDING) 23.03 1.848 �1 STAIft2 STAIR 3IY GLOBE UMCS ON RESI FLOORS
<br /> 71
<br /> MAIUN UNb bitt LING NU.W14 I 4-PIPEC P • - _ - - � �"
<br /> •; I " PLAN INDEX 17
<br /> I I
<br /> CRITERIA,GEN,NOTES,CIVIL,ETC i f FL6x eLE CO ,N•pl0 U
<br /> I1+00 I
<br /> ' � '-1- A.--- 1-J-_ 1 W-._• STAIR SECTIONS RR SECTION VIEW r
<br /> •1 -FPB
<br /> e a IB U B'P, FP5 LEV EL2
<br /> / ' •�
<br /> t_• n vAUY(rW44 i 1 1 FPVEL3
<br /> XW[ PB LLE
<br /> i00 Y
<br /> - T
<br /> FP9FP10 LEVEL4
<br /> FP11-FP12 LEVELS
<br /> I I`
<br /> saas
<br /> F1fL'BIICAL NMYP r I FP13-FP14 LEVELS t
<br /> I ,
<br /> AIN[D Q _
<br /> oDMRAOT E.A.sRevSHr� w I FP16 PENTFi0U3E5TAIR2 { ,
<br /> I
<br /> - - r _
<br /> WATER AVAIL.INFORMATION - Q I I �� �; � �•
<br /> g �2 a (ti. f
<br /> I w freK(RA4 COPY OF TEST SUBMITTED WITH HYD.CALCS �µ
<br /> a PROVIDED BY EVERETT PWD I
<br /> n ao'GAD eexo (PITH I D I
<br /> 1-C OAIt VA I-T Mtt VA@ ,
<br /> (emu RESIDUAL:40 O GPM @ 52 PSI
<br /> �e r1 Lv a•x5rc i w/,HWsr eLocx
<br /> 1-Itffi BWD PLx _ ___7.___ •'BCC PLW VIEW FORACTWL LAYWT r
<br /> I I R y W/MMIBr e
<br /> w
<br /> � A4 v xDPe< IM ,z° SECTION T08HOW COMPONBM& I
<br /> w
<br /> a•-�_•r _ ^ • W/TNIIaT BLOCK __ _. <r.
<br /> e, m•Avxu D Aovw°Ei+c - ORK I 'I
<br /> rove - 20• La B o I Ple ewP IL rh
<br /> PMLIKI n�"'01K t 1
<br /> M a�l ONx• EIf LDM1C0 Al VAST bGLOBE 0 �' ,J .�
<br /> ®®® Iw'° pLDWo Axo wmmW Ts•or roerwa+miPEa -a-ORNro
<br /> a. HDP W4rrB Pox v°a n�iNxR'i DED yam.
<br /> Max n
<br /> soon Ho,wP a
<br /> w IF r xoH oerML aHEEr wa E6
<br /> TEE4a'MNOCHEC Roae VALVM v ' ' •', 8 `�I -
<br /> YARORG°
<br /> P11LOW BeE BAC16LFO RD
<br /> • CEI'AM1 SH-CET Wn FL09 iGTKAOaR
<br /> I
<br /> ,Y pry o I _
<br /> Y/All1t PPE TO 9PANSNRE
<br /> fNfR MTI�E •'d� ��• :
<br /> E -
<br /> .'oaBDM<
<br /> a'DwIN a'FDDD�T LEYemA.,B
<br /> WATER PLAN RISERaRFROOM STAIR/STANDPIPE SECTIONS
<br /> NOT TO SCALE SCALE: 1/a- - 1--0
<br /> SCALE: 1/8"-1-0•
<br /> JOB # F21010 •• •••••.............au:...�I
<br /> CONTRACTS 832 80TH STREET S.W. 1o434'Oes2HC L '� �"'TI
<br /> APPROVAL. EVERETT, WA 98203 3810 RIVERFRONT BLVD. IKe Fire Prate eIOD_
<br /> DRAWN BY'.CASEY YARDLEY
<br /> SCALE:A NOTE 360-794-8621 EVERETT, WA 98201 .... . 'i
<br /> 1 SCALE:AS NOTED __
<br /> REVISION DATE:10/07/2021 •----• ••••-•••-
<br /> - CONTRACTOR#:WOIFEFP9006DD t¢F��3-
<br />
|