1215 80TH ST SW 2023 Plans 2025-08-07

42'-0" 54"0" 154'-0" 54"0" 54'1.. 10'-0 10-0.1 .,3'-0'], 6'-6" 9'-6" 8'-0" 9'.. 9._13 8.4, 6'-6" 9'-6" 8`0" 9'.. 9`6' 8'-11' S"S' 8'-0.. 33'-0" ROOF DECK �_Oj UR BRANCH LINE PIPING SO HOLE q T T 19 19 19 19 T Iq T T N' 19 T T 1 'T T �j Ni N N N N UY @01 C� 9 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 OLD OLD OLD OLD OLD OLD OLD OLD -1 Owl."I 0. 0 r 11111 1 PENETRATION DETAIL 2 N 19 .1 015 GLD . y I Lp T T 19 4 19 19 Lq T Lq i T T T -3 T T Ni C� C� Ni N N N N OLD N OLD N OLD '-N '9 "9 9 9 C? C? N 0 _N1 1.0 BEAM PENETRATION,OCCURS(272)TIMES AT GRID LINES B, 6 B16 6 Ni Ni B1 1316 6 ets 6 1-1\ 6 C,D,E,AND E.5. I,D11 M1, M -j N, I 6 3b�- ", 6 10-0 8-9.5'. 80 6 5-3'5 9-6 8-6 1- - N ry - N 4; '_- I. EK' ' " ' 252 253 B2 7 8_0 FI-R -0 IS 2.A 6"DIAMETER HOLE AT V-10"BELOW DECK WILL BE REQUIRED 6 B25 21 M252 253• AT EACH OF THE BEAM PENETRATIONS PER THE DETAIL BELOW. 4 4-25. q 9 q 9 1-2,5 N 0 lb • '•b N 0 .40 N Lq i 1� u� N*W C4 N• ." I • I u� 006x12 q�1� 01 1� I I J. 14 - N ' q, 6 q 16 Lq 6' q '6 "5 "5 jn�I jn� 6 �5 Cj 6 N N N Ni N jg I g g In, g g N b N N N N C� N Ni g W&X10 I Ni N W8x10 RED RED RED RED 3: wexlo W8 10 L&LO 19 U, 9 WSX1 0 N N u� q N N_ Ni- Ni- U, N WBAO Waxio W8x10 W8xI 0 IQ,I Lqt� � NI ,1 - In LO Ni N N N N N N -r-- . N . In 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 • 4 4 • 4 LLI LU W U-1 LLI 9 Lq 60 q 60 Lq 06 '05 q '05 U� g g g g g g g 60 06 Lq 60 '05 '05 g g g g 9 9 g IN - Ni N N N N N N N N N N N NNC� NN N —7 (n SHELL U) 'WAREHOUSEX U) z 101 U) N W30�90 N N W27X84 N N Ni N N N N C� N W24x76 N N N Lq Lq E3 __U- - - UJI u� 'q q q 'q q u� u� u� N• • N• N• • • N• • N N N• N• N IN• N• • N• "I • z z g In 9 06 In 2 '05 0, g g g g 1 0 2 1 06 0, In g g g g In 9 Ni N N N N N Ni N N N N N N N N N N N N 6 IN 0 T T T T T T T T T z 9 9 Lp 9 9 9 9 9 0, 9 9 9 _j 9 9 9 9 u� 9 0, 9 LOT9 T 0 9 9 Ni 6 N .6 d, Ni d, Ni N 6 Ni d, N N N C) N N C) N N N N _L_ I W8X10 W8.1 0 W8.• 10-L4 C6x1 2 9 A. W1 6X26 N 11� 1 0 9 0 N . Lp 0 n Ni 6 Ni N N N N_ ch ch Ni 6 Ni N M M ch 141 Ni 0 1. W8x1 0 7N8x10 W8x1 0 W8x1 0 '0 o' o' Lq, Lq, Lq, T Lp, Lq, Lq, Lq"T Ni 14. Ni 14. N I� N I Nil N, N N I N N N N N N N 1� N N N N N N N N I N I N N N I Cj I� I N N N ur Lq In Ni 9 49 c� 9 9 9 9 9 9 m 9 Lq 9 'q 9 Lq 9 q 9 q 9 'q 9 q 9 q 9 q 9 9 9 u� 9 9 'q 9 9 9 Cj N F F "R N Ni CS2:12: 9 q T IQ T T 0 T T 19 19 u� T 19 Iq 19 T u� T Iq T 19 19 u� 19 q T c� N W24x68 N N N N Ni 1� N N N N 1� N N N N N N N N N c� I� N Ni N N N N PL Ni `� W24x76 N W24X76 N 7 Ili 1� - E3 _U -E W27X84 0523 Lq 19 U1 T LQ Y q y Lq Y Lq 19 LQ Y q T Lq IT 0 T T 19 U1 0 T q T LQ Y LIQ T Lq Ni 0 0 1 0 1'! T Ni -P T N N N N N N N N N N.. N . A C� N N ..N N' c� - - - WSX10 W8x10 W5 li-0 S211 W8;1-0 _4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 9 9 9 9 (Nj 9 q -1 9 9 9 u� 9 u� 9 9 q19 q 9 q 9 9 0 o 9 Lp 9 Lq 9 9 u� 9 u� 9 9 q 9 q 9 Ni 0 0 N N 0 0 0 0 N 0 0 N N 0 0 S210 If F_ 31 N Ni T Ni 0 g In 9 In g In c? N Ni N In 0 g g In g In In Ni N Ni g g S2 1 9 JC6x b N N N M C6 N M N M N 6 N c6 W1 �26 N N M------------- c� 7�477_ 1-77--T-77 N. 47 N7 w UD I N Aw ct 1-6 NM _N _N _N I t MATCHLINE CONTINUES ON SHEET 7 HYDRAULICALLY MOST DEMANDING AREA: 2 2 SPRINKLERS FLOWING AT 40.0 PSI SPRINKLER PLAN FITTER/LISTER NOTES MINIMUM.SYSTEM DEMAND AT BASE OF RISER IS 1,709.4 GPM AT 100.4 PSI. 0 8 16 z 1.—ALL MAIN HANGERS TO BE 6TB U.N.O. (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) SCALE 1/8'=V-0" 2.ALL BRANCH LINE HANGERS TO BE 9XP U.N.O. 3.PIPE RESTRAINT TO BE INSTALLED PER DETAIL ON SHEET 3 4.SEE SHEET 3 FOR HANGER AND BRACING DETAILS 5.WET SYSTEM BRANCHLINES TO BE HUNG AT 12 BOD U.N.O. 6.ALL RISER NIPPLES TO BE 2'-3"U.N.O. 7.TYP.MAIN ELEVATION TO BE 36-1 AFF U.N.O. City of Everett Permit Review EVERETT Status:Reviewed for Permit 08/26/2023 8:17:35 AM AREA 1 SPRINKLER PLAN HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH SMITH FIRE SYSTEMS, INC. SYM MANUFACTURER S.I.N. TYPE MODEL �U ORFOF T= AFF ABOVE FINISHED F-COR NO.1 DATE BY CENTERLINE OF PIPE TO REFERENCED REASON FOR REVISION WASHINGTON STATE ■ 1106 54th AVE EAST RELIABLE RA1 011 ESFR P22 BRZ K22.4 1. 165* 442 BOBBOTTOM OF BE- STRUCTURE IN INCHES SMARTCAP CONSTRUCTION ■SOD BOTTOM OF DECK 130D BRZ K22.4 1. 212* 15 SO BOTTOM OF JOIST OF COMPETENCY TACOM ,WA 98424 RELIABLE RA1 011 ESFR P22 17 BOP BOTTOM OF PURUN 2-WAY EARTHQUAKE SWAY BRACE 8201 164TH AVE NE,STE 110 ■ FIREPROTECTION SPRINKLER SYSTEMS ■ I—AT■ CONTIR.REG.NO.SMITHF81360T BOT BOTTOM OF MUSS CTS GUT TO SUR -_ LETTER INDICATES TYPE Aaron StewartNelson Bus: (253)926-1880 FAX: (253)926-2350 FO FIELD FOES REDMOND,WA 2345-1019-C Level 3 REA 1 AREA 3 U L L4 • L L4 4 4 4 4 4 t 4 4 4 ;A6 N N N t NA� FON INSIDE FACE OF + 4-WAY EARTHQUAKE SWAY BRACE AREA 2 OFOW OUTSIDE WE OF WALL LETTER INDICATESTYPE n Smith Fire Systems,Inc. SMARTCAP BAKER VIEW N� NO AUTO.SPRINKLERS 6 AREA 4 AREAS AREA 6 UNO UNLESS NOTED OTHER ■ PROJECT LOCATION PROJECT ■MANAGER:NOLAN VELLA SMITHFS1360T - ELEVATION ABOVE REFERENCED PHONE:(206)687-6390 POINT IN FEET AND INCHES FAX _FF LL_ 1215 80TH ST SW A, — u EVERETT,WA 0 HYDRAULIC CALCULATION NODE SUPERINTENDENT: ■SW......nature FLEXIBLE COUPLING PHONE: q m ......... j FAX: DESIGNER PROJECT MOIR I DATE I SHEET JOB No. TOTALTHISSHEET 457 RIGID COUPLING 1E I I I CERTIFICATE OF COMPETENCY STMP KEXF�N VLAD Y. B.COOK 1 08.10.23 1 4 OF 9 NC23102