3810 RIVERFRONT BLVD 2021 BLDG B Plans 2025-07-07

SPRINKLER LEGEND/BUILDING B/L1A 0 CNT P FlNISH T P x w sIN c. LM SEISMIC BRACING-SPECIFIC TO F21010 > Z Sym® 0 PENDENTOREC WHITE 155- 4.9 172- R3516 RELIABLE F1RES49 V .�.,.,.px.,p w =,o,4 LONGITUDINAL: 00 0 PENDENT OREC WHITE 175° 4.9 1/2' RW16 RELIABLE F1REs49 6"=NO MORE THAN 56-0 BETWEEN BRACES & /qJ(, Q 44 PENDENT OR Be WHITE 166' 5.8 1/2' RA1474 RELIABLE Fi FR NO MORE THAN 27'-6 FROM END OF PIPE--�"1,I � 7LL \_ ® 2 PENDENT SR 36 CHROME 155' 8.0 3/4' RA1712 RELIABLE Fi LO .� r 4"=NO MORE THAN 80'-0 BETWEEN BRACES g a 0 0 CORRIDORPEND. WHITE 15S 5.6 1/T RA5814 RELIABLE LTse NO MORE THAN 401 FROM END OF PIPE o E 4 1 HSW SS BRASS 15F 5.6 10 RA1335 RELIABLE Fl-56 LATERAL: 0 DRY HIM OR EC CHROME 155' 5.6 1' TY3338 TYCO DS-1 6"=NO MORE THAN 40'-0 BETWEEN BRACES " S Q o DRY HSW OR SS CHROME 155° 5,6 V 11114 RELIABLE DH56 Calculation results for Design Area 4 -COMMERCIAL 112 35-0 NO MORE THAN ISI FROM END OF PIPE O 55 UPRIGHT aRAss 55° 5.6 Y RA38U RELABLE kFR56 This system as shown on WOLFE FIRE PROTECTION company print no dated 09/17/20 1 4"=INSTALL PER PLAN ® 135 UPRIGHT BRASS ts5° e.o 314' RA1722 RELIABLE F1 LO for EVERETT RIVERFRONTBUILDING B at 3810 RIVERFRONT BLVD, 237 TOTAL HEADS/BUILDING BILEVEL 1A Contract no F20003 is designed to discharge at a rate of 0.2 gpmW(L/min/ml of floor area Over a maximum area of 1430 T when supplied with water at a rate of 331 Dom at 57.6 psi at the base of the riser. Hose stream allowance of Is included in the above. k-I MAXIMUM SPACING BETWEEN HANGERS Occupancy classification:OH2 Number of heads flowing:ll NOMINAL SIZE 3!4 1 11114 11112 2 21/2 3 4 s B g Commodity classification: System Type: Wet 16 Maximum storage height: Maximum velocity: 29.06 fl/s GRV STEEL PIPE WA 12.0 12-0 15.0 15_0 15-0 16A 150 15-0 F. lb Storage arrangement: [] THRD STEEL PIPE WA 12-0 124 12.0 12-0 12-0 12-0 WA WA NIA WA '✓ .-••1 Flow from In-Rack sprinklers 0 gpm pressure Required at Source 80.6 psi CPVC PIPE 56 SO 8$ 7-0 8-0 91 10-0 WA WA N/A WA q R a Flow from Overhead sprinklers. 331 gpm pressure Available at Source: 80.3 psi (Ia Flow from Inside Hoses 0 gpm Surplus Pressure at Source 22.8 psi DOgL Area 4 Wal System r ' O E"I ,,�--�\ �-� ,.�-� �•� l-� Flaw-from Outside Hales ^ 0 gpm ,i-� COMMERCIAL 112 Otherfixed flows: / , 0 Dom Demand Calculations using Hase,will am Meted y-4CG9 ! -p\ �\ /, .y\ ,.. Z + Occupancy Clesslfica4on: OH2 TOtal,Bow in system piping 331 gpm Adhdilienal flow at/beyond source: 250 opm �--� Design Nee Density: U2/ 44 Y Total of all flows: 581 gpm Ad dtbnal Outside Hase 250 Z; i Z �y a Design Nee Size: .c4aJE Notes. h a rx 77 T h SECTION SP SECTION L1 Q O w + NO PLE7,N.REQ 11 IRED I �,°--i - _ - F NO PWIHE RIT CTION REQUIRED �71. r NO COE CANPY- }Aox HEAD UNDER DOOR SEE CS-WALL 01 FOREDETAiI "OUT TO YARD FDC 'i �" RIA 016.6DIT ON,8.15.11.2 L A NamePER NR ( f -..- _ --- 522S j _ ' W r 008CE r MAINTENANCE 520 BPCBOTHE V LE 40�Ilig42B-6ia . WATER 6"F COUTRICALELEC _Eon ILL --- ---- j' o '1 'I 4 4 4 � �� Jdi.. I- __SE U;pEMEATE � - I 1 ' .in!:.LtFFICE�J- B-F14- ,- -Ie-]k-.,: MFTa _.... __ .�..._..._ IO-t -'k'+,.___...�+...�.y', _- 7 - s - - - -_-_ - _ - _ yay ... - L...... �ii6 I �-_ oa. Ills _- '- a s 7 S4 04 B32S 526 8 �'� FIRE 1 s �;' : _ ��.. F.E. ..._., .. I;. « 1t5 2-8+ PER NIF 132 gp6 8.5.7.2 II OFFICE " J-ma lo-o .is p ;,. lo-9 3-2I - �.' -. a a ' a _ GENERATOP, g1 _ 9 8 9 9-6 5-4 / d O S' NO T•E.CTI I i c 1 i` COMBUSTI E C NOP�) oFrQo,E _.._ - i �I _ 4 a 4 1+ -- ag 9 f9-p4 - z ,µ, - -. --- ,`- ' ,rl_, i': [ «•' , MAINTENANCE' STROOM d b .__ JC I _ il ROOM 11= I 1 f h2 h2 ry.. 1 - ��. 1• -1 Sy ......1 -'.. i' ..12Q- 7 l CD " `t ILL 7I C FERENCE -B EA ROOM " 5 i n 5-Bi1u*- O °O J 8004 S E ^ r- _.5 I Iyr ' w 6 OD II °L ^ «,.., " E- ii o ry .E a" --- F L� a BOH a s- ..m.-,.-'2'.. _ .-. Z - 4 .L II- - --- A 2 002 2 2' 2 2 s 7.d t I- 9-It _ C 6 5 a 6-6 e 7 5-7YBa 7-11 8 1 h11 7-7 I 7-0Pa_a" 9 BPf® 7-7 s 0-4t it Y O �./ y . k - 1 g +al6l e-ea rna_ n .� r•y a3 DO I= VAC ROOM r 1 ' +ON - ' w E-i ,L'� CL7 •� 3-{ �B-eh 6-JFx 1J-0 6-11. 1 9 1 0477 s . 9 NE o 017 12rs1 O d' OUTLINE OF MEZZANINE �� F.E. I F E � - F E. 021 S S__,°. 7 W E--F F 7 rI I 1+ v �5�' o W p PROTECTION SHOWN ON FP-3 ; I" '`- - -- - -- CEILING LEVEL y�� ..�'I f a-e, 4-3 3 0 :i I-i � p„' � C,) - __ F.E. o is L_____ �ur G�l'I!L _ I I 5 1 5 � co 8302 I ___ _ _ _ � �R E';ZOOM W R'i ___ ZO r9. 012 S85LEAS 113 CFF'C= +COMMERCIAL n n1. I 1+a 1 1 I--i -7 -.. 8__. 'Eft. 1 IC *FIRE SPK ON FPS'-3/LEASING OFFICE YI ilia: I I PEDESTAL I 4Yl I S5 �iS503 008 8 S S5 0-6 I fi h 8 6 0-0 5 5 ••(� 2 till{ pA me n _ • r 1 -; � real. 09 T:-' � -I II- U / ' I I I I I I II II II II II II II II Il II II II II II III II II II II II III II II � '•�� " II II II II II II II II II II II **NO PROTECTION REQUIRED I I II II I II ' e J L __L Jf-IL JL J L =II= -11- Is PER NFPA 1320168.15.7.2 IL -1 JI-IL JL JI L AIL I=ILL I I --_ - NON COMBUSTIBLE CANOPY 1 �� ,�V - Design Area 5 at system Q / � i\ COMMERCIAL FLEX 118 Demand Calal using HezanWllliam Method i �� _. �✓' � �-� �� \_i- , / `/Calculation results for Design Areas '----COMMERCIAL FLEX 116 �-�'' Oau n Clasdficaton: OH2 �-� This system as shown on WOLFE FIRE PROTECTION company print no dated 09/17/2 1 Design Area Dinsky: 0.2 for EVERETT RIVERFRONTBUILDING B at 3810 RIVERFRONT BLVD. AddiSonal0u15ide Hose: 250 CANOFfABOVE Contract no F20003 is designed to discharge at a rate Of 0.2 gpmKf(L/min/ma)of floor area over Design Area Size: ' a maximum area of 1820 fix when supplied with Water at a rate of 411,5 Opm at 42.2 psi at the base of the riser. Notes: Hose stream allowance of is included in the above. Occupancy classification:OH2 Number of heads"flowing:14 Commodity classification: System Type: Wet Maximum storage height: Maximum velocity: 15.79 Pos Storage arrangement: Flow from In-Rack sprinklers: 0 gpm Pressure Required at Source: 42.2 psi Flow from Overhead sprinklers: 411.5 gpm Pressure Available at Source: 79.8 psi Flow from Inside Hoses: 0 gpm Surplus Pressure at Source: 37.5 psi Flow from Outside Hoses: 0 gpm Other fixed flaws: 0 Oam Total flow in system piping: 411.5 gpm LEVEL 1 A/S O U T H Addition flow aVbeyond sou c�: 2.5 gpm O Total of all flows: 881.5 gpm N SCALE: 1/5"-1'-O" = FP-1