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APPROVED ` z <br /> PUBLIC WORKS DEPARTMENT EVERETT Permit#: K2402-012 g <br /> TERRA POWER E V L B 20 24 BY:THerman ""^°'°' EVEPETT Site Address 3301 Seaway Blvd of <br /> Everett Fire Dept.Permit Review A Ilcanl: COSCO Fire Protection <br /> DATE:F EVERETT <br /> pP Q <br /> Status:Approved p � z zo <br /> CITY OF EVERETT REVIEWED FOR PERMIT Application Date:Add 1 Pe O 42 • o rc� <br /> Reviewed By:KBrown Description Add 18 Pendants,3 Upright And 3 LL <br /> 03/14/2024 11:45:37 EFSRS for TI U'2 <br /> LEGEND I 2 it I I AM Review Date: 03/04/2024 yn} o o N <br /> I <br /> r- _� I l pl ..l 2 vI �6Lr2:1� <br /> r----------L------------=----------=--j tj <br /> EXISTING PIPE - i DRAIN] F - i Uw ` y <br /> --------- ago <br /> ��------ -rt---11i�_ s'-„ -- -eb p - _____J___ I1 g <br /> r J� ff o <br /> w ti �•-a 1 1 <br /> NEW PIPE I a- 1o•a ,00 +oa 14 I ®._P <br /> EXISTING ESFR ♦308 „ •♦3Da a 3,D .� 3„ r - ' ... . _ _ ,. . ------ -- <br /> "0;s�-10'-o 2•-10 Rsos•B 10 a 129 \aP" I M ® 1 __ ---..._ <br /> 166 a/� 3D PRINTER c c <br /> -� •A. I 4 122 123 n J i urlP sFR °S © ') % n <br /> 2% 9 1 c p 1BD 2'6 126 127'1 Cow P- r ny_re 8 r <br /> _ _ _ •Y t % F r W 0 r <br /> • -' - Ordina Grou II.0.20 m/ft'for 566 ftr - '0 ..., ®� ev- - u1 i <br /> 1�5I ry P 9P X 'bh I � � "I � -i a <br /> NEW QR PENDENT 4•^+.� 97 ^+b . �4 ♦+� �Q�: w� <br /> 372 313 `� 374 315 .♦+ +6 Y, <br /> s_ 1'/.. ♦ti •21'-0 P b:^1 + p <br /> _ _ �t+...... ..'�T.-�tG-....Y g. }..... .�0•�1.. DRAIN - �� <br /> 206 207 209 210 1'/° 2 212 o <br /> NEW R UPRIGHT l d'A2,7 r <br /> Q j, <br /> F 3 <br /> xl�l:t a gu <br /> a� Ns <br /> meL <br /> 1 r e _4 Oy sr <br /> NEW ESFR � � - _ EXISTING PUMP ROOM- NTS EXISTING RISER- NTS <br /> LEVEL 1 ................... <br /> NEW FULL HEIGHT WALL Hydraulic Information <br /> OCCUPANCY CLASSIFICATION Ordinary Group I g <br /> NEW DEMISING WALL r------------------------------------ DENSITY 0.15for1500ft2(Actual566ft2) <br /> �---_______I 4 TOTAL HOSE STREAMS 250.00 <br /> �-------- <br /> SCOPE: --- MT -_, , 1 DRY CAPACITY 0.00 gal - <br /> 1.ADD 18 PENDENTS FOR NEW ACT/GWB CEILINGS.ADD 3 UPRIGHTS FOR _________?%_______- O ��' e1r zi Mr_., __© ___ 1 __ I E <br /> `*--- --- I TOTAL HEADS FLOWING 8 � j <br /> STAIRS.ADD 3 NEW ESFR PENDENTS FOR DEMISING WALLS. 1 91 9l 9I 9r 1 a I K-FACTOR 5.6 <br /> 2.MAX SPACING 130 SQ FT FOR ORDINARY HAZARD 1 FOR RESEARCH AND 1 _ _ I <br /> DEVELOPMENT. _ - W :2 b�Ah 10' s 3 a ♦+e z-to ,o'D al tis 1 TOTAL WATER REQUIRED 401.87 <br /> MAX SPACING 100 SQ FT FOR ESFR SYSTEM. iLL� � ; +p' L R&D +9p _ +P " q5 a z +ate E i TOTAL PRESSURE REQUIRED 51.455 LL <br /> 3.UNOBSTRUCTED COMBUSTIBLE CONSTRUCTION AT DECK. Ia zss zs3 1 I <br /> 23s m' 4 MT ��' Mr -_n� (gp )zi- MT °_°_° 2i I BASE of RISER m 401.87 um <br /> 4.INSTALL NEW OR SPRINKLER HEADS. <br /> -----------------�-I- <br /> 5.UTILIZE FLEX DROPS. -- -- - a 9° 4 9P 4 9 �rQ'�p 1 �e FFL BASE of RISER(psi) 51.465 <br /> 6.PIPE SIZING WILL BE BY HYDRAULIC CALCULATION USING THE AREA/DENSITY , "+ "+ ""+ "+ �� ° <br /> I �. � •.+ 1 ,� o'" 1 SAFETY MARGIN(psi) +16.796(24.6/o) �o` <br /> METHOD.BASIS TO BE.15 GPM/FT SQ. ' <br /> ..L. .. ...a... ..4...,M v <br /> y ......... ..:.. r <br /> INTERLOCK <br /> VESTIBULE N Y <br /> GENERAL NOTES: <br /> 1.ALL DESIGN AND INSTALLATION IS IN ACCORDANCE WITH NFPA 13,2019 AND ---- Supply FIOW Test Data <br /> THE CITY OF EVERETT FIRE CODE. / �N 6"�� <br /> Static Pressure 70.000 PSI a N <br /> 2.ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND FM LISTED. cn <br /> 3.BLACK SCHEDULE 40 FOR 1"SPRINKLER PIPE AND SCHEDULE 10 FOR ALL Residual Pressure: 50.000 PSI <br /> 1-1/4"-4"SPRINKLER PIPE. MEZZANINE LEVEL FIOW 150O.00GPM ~ h <br /> IT i <br /> 4. 1"THREADED PIPE AND FITTINGS AND 1-1/4"-6"GROOVED PIPE AND IT', <br /> FITTINGS. Outside Hose Flow 250.00GPM to <br /> 5.PIPING DIMENSIONS ARE CUT LENGTH. OVERHEAD PIPING PLAN-TERRA POWER MEZZANINE if <br /> 6.HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA 13 o R'=_ zGADLE: ,4e = ,BD Y <br /> 2019. A <br /> 7.JOINING OF PIPE AND FITTINGS,THREADED AND WELDED SHALL BE IN <br /> ACCORDANCE WITH NFPA 13 2019. T - - - - - - - - - - - - - - - - - - - - - - <br /> 8.OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT PIPE FROM FREEZING IN 1 <br /> AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM THAT IS NOT 6 <br /> PROTECTED BY HEAT TRACE. 7 <br /> 9.STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER 1 <br /> PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR STRUCTURAL --------------------------------------------------------------------------------------------------------------'°P°`""E"""""ffi IM M MI S <br /> 9e-r mPlcAy 1 •a <br /> REPRESENTATIVE. ml <br /> 1 Q 1 <br /> -------- ------------------------------------------- I 1 <br /> TOP OF PNUPET^^ <br /> ----1 1/ FR- tocsnox eE11TCH CAPRAL IeFAWAV)-BUILDING0 <br /> m S18a <br /> --_- 'V CTi1DNTYPE SB <br /> _______ 3y�. <br /> ___________ eo.P000 oMe g)� ( uERoue trsatresaFT. <br /> ` ° � tP3 tN a 2M'] 9O.Fr. <br /> t 1 <br /> 1 tot RRE suw FF� Ira �olan°Iamoo <br /> 'I ____ _____ _____ ____ ____ ____ __ <br /> II - - - - - - - -- as mr9 <br /> T 1 T I v19�1 AP�NIaER � _--_-_ ARFA OF WORM <br /> j ---_- --------------- - - - - - - - - - - - - - - - - - - TOP OF FRq gINwG� I - � - - I <br /> j 1 j Q W <br /> ME <br /> 1 jLj <br /> j 1 / '-' N <br /> j. Iw Y / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -60_MEIICEIIING�4•^ 1 � � � � � � W <br /> j T 1 T I j 0 <br /> •1 0 L <br /> I <br /> a <br /> ,ARD -WAYBWIEV <br /> f <br /> y O f J <br /> _-_ TnPOF DES^ N <br /> L... m LL <br /> SITE MAP - BRANCH LINE @ 12'-6 J H ° <br /> wooDTRuss w = <br /> w000T W N <br /> rc <br /> O:io C1mo LL <br /> �- SAMMYSIDEWINDER Wmm =Ip <br /> SAMMVSCREW >e pa D <br /> r B.o.LtC UNG RE 6 ygq _ = METAL MD FRAMING BOLT IN 3: <br /> ;OW_0 W <br /> V - -Le'ATR FIG.9805WIVEL Fmk E° 0 F W' <br /> LE <br /> / 1°SCH.40 PI e/ RIN FIG.9° FROM VERT. 1 Fm> cabs e13 <br /> PPE RIN <br /> PE <br /> 2 r SAMW SIDEWINDER(WO 08W SAMMY FOR WOOD(VERTICAL)- LONGITUDINAL BRACE <br /> I�7 0Ing Gear! <br /> PURDN <br /> V- (E)BRAN1. <br /> ♦ Ep <br /> -` J dAl 1 �- --��. 1°DROP <br /> DROP VAR <br /> LENGTH VARIES V IES <br /> e- y NORTH ELEVATION VIEW OF MEZZANINE q`7`'i��-7, <br /> SCALE:NTS 1^DROP=+ <br /> LENGTH VARI qTR aI®qTe ca w.R ewi.e� <br /> I I 6AMMV DRT `� <br /> Q WVrFLEXASSEMBLV - °a s<o rrwcxxcxr ......w.F.v. <br /> aid a vi rc_rN_exee <br /> ACT/GVP BRACKET <br /> CEILING TILES <br /> RECESSED PENDENT SPRINKLER ei':cRrwe wT.w`E'F61t wf�w� <br /> ICFLEX DETAI SAMMY DSToss #BLR-BRANCHLINE RESTRAINT <br /> DATE: FEB 1 6.2024 <br /> VICINITY MAP SHEETNO. <br /> FP 1.00 <br />