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

11 12 13 14 15 54'-0' 1.4. 54'_0" 1.4. 8'_6• 8'_6• 6'_0. 3'_0" 6'_6" y'_6" 8'_0" 9'-0" g-0" 8'-0" 3'-a' 6'_6" 9'-6" 8-0" 9'_6' 9'_6. 8'-0" 3'_0" 6'_6" 9'_6" 6-0' q'_6' 4'-0" 8'_6" 8'_0' 3'_0" 4'_0' 8'-6• 6'-6" 6'-6" 6.0" 1 6' MATCHLINE CONTINUES ON SHEET 6 I I I —� —� I 1 " nl 1 " n1 n1 tN n1 1 � 1 1 " nl - 5512 5 5 I I I N $ $� $ $ I N $ N $ I N $ N $ I I $ $ $ $ N $ I C $ $ $ $ $ I $ N $ I N $ I N $ N $ I I N $ 1 $ — $ I ^31 1 I I I 1 I I 1 I I I _11 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 5 CIDW 5511 507 5503 HYDRAULICALLY MOST DEMANDING AREA: 5 -5 J9 19 In I? 1? 12 SPRINKLERS FLOWING AT 40 PSI D W30 0" — — — — — — — — — W27x84— — — o — — W27x84 " — — — m — — — W27Xgq" nW24 68 " — — MINIMUM.SYSTEM DEMAND AT BASE OF RISER UJI n o- 1� — B — 1� — — n o- — n 1— — — IS 1,715.6 GPM AT 109.2 PSI. /2/ 19 T W W U9 T W U, (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) a•" a•w a•w N•" N•" t•F N•w N•" N•" N•" LO co�'I•" a•" a•" a•w a•w N•" N•" N•" N•" �o'I•" N•a N•" N•" ��'I•N ��I•A •c� V) V Y/ S510 5506 5502 z 0 $ 1 In 1N $ � $ 1 � � $ Imo $N N $ , 0 $ L1 . $ N $ 1 � $ 1N $ 0 $ 1 In 1N $ N $ 1 � $ 10 $ 0 $ 1 In 10 $ � $ I � � " O 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 " eW! vJ II N• 1 •6 •'6 N•$ 1 •-6 •$ 1 N• •$' •$^ 1 N•C �//e I1 "•$' •$' I1 Nc • 1 •$ •$^ • •$ •$ • al• al•OW8x10CP • —a $ N L v! v $ O O I O Z O V NOv^ • 5509• S505 — S501 1 N O 1 1 N O 1 N I - - Z — — L L�4 L'p L — W8X16 O • •Na N NNN N N U �� V' ' ' 'a 1 'a 'a 31 'a 'a 'a 1 'a 'a 1 'a '4 1 'a a 1 a a a 1 a a c a 12 Z 1 1 1 1 YLW 1 I YLW " 1 1 1 " I n 1 V V 1 1 V V 1 V N N n GRN n W8x10 w GRN w uI iD 32 $ n WSx10 "> '4 30 29 W u n u " w " m — — " m — — tO — X1 o"L N "� ni v ry;1�' a ry;1�' a 2;1�'4"I " g rye`' y 3 �i .t,�� " a,y�� 0 a q,' 3 — — " 31 ` x1 o N a CO) 4 4" v 4 v q N v 4 N v4 q v v 4 h — g y y q " ry6 q " 0— —10 0 4 " yhq — y 4 q yy q y 5 r — W72x14 - - ,u/�, - - 7-0 7-0 6-7 2-11 8-0 98 3-7 5-11 8-0 9-6 8-0 96 5-11 3-7 9-6 2-11 6-7 8-0 8-6 1-0 9-6 8-0ION 6 n n I B403 B402 B401 58518 B513 B512 B511 B510Q Bo407 M407 1 M406 8405 M405 B40q 1 �I M519 B518 1M516 B515 BIII o514 1 M512 M511 A4a M404 M403 M402 M401 M518 B517 M515M514 M510 /� 1 C 0 " 40 YLW N � N a � a a Nron N oo N oo am Nroo roo N � N•- No " m •o • r • • • w 2. 2. W 24x55 4N 2.5 r 2.5 N 2.5 n 1-6 1-6 1-6 E — w24x66 — 5 "1 N 2s Lq YLW 27 "•,0 r •m �n• N v W 12x1 • "• • 4 " 6X12 I, b L L r v M507 " WB °'4" 2y 4 1" B507 4 `ti 4 MC6x12 4-0 B508 9-0 B506 1-6 3-0 M508 In 50 ryy`n M6 w 24 Y.V J�i•v 7C6X72 �'•J N•Q "• • "• wI•a wl•a 19 v l oo " 31co�'I 4 4 31 " MC6x12 'n A 4 N MC6x12 n n •n ,�•n • �• I •� v W24x55 _ E.5 In 2 — YLW— N N $ VLW N v�• • 23 `D• • 22 v1 �j d ,y MC6x1 My 9y U1 d My `col d y4—N 1" 03 3 q `�% 1� `Ly4�ry4 4 `L 4 MC6X12 8-0 2-5 5- 8-0 B501 40 v B505 B504 B503 B502 e e M505 M504"I M503 N m M50 N ro M501 N - • • "•v •- "•in N MC6X72 " U1 3 e1 1 "4 Y MC6x12 31n "1 MC6x12 in 3 SPRINKLER PLAN FITTER/LISTER NOTES z o e 16 1.ALL MAIN HANGERS TO BE 6TB U.N.O. 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 35'-111AFF U.N.O. City of Everett Permit Review EVERETT Status:Reviewed for Permit 08/26/2023 8:18:12 AM AREA 6 SPRINKLER PLAN HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH SMITH FIRE SYSTEMS, INC. SVM MANUFACTURER S.I.N. TYPE MODEL 5°FlHlsx" mg un"� °1°"""' AFF ABOVE FINISHED FLOOR NO. DATE BY REASON FOR REVISION ❑• RELIABLE RA1011 ESFR P22 BRZ -- K22.4 1.. 165° 448 BOB BOTTOM OF BEAM 12 CENTERLINE OF PIPE TO REFERENCED i■■■■■■■■■ ............... 5 S 1106 54th AVE EAST 60D BOTTOM OF DECK STRUCTURE IN INCHES SMARTCAP CONSTRUCTION ■ WASHINGTON STATE ■ {•} RELIABLE RA7011 ESFR P22 BRZ K22.4 1" 212° 9 BOJ BOTTOM OF JOISTPURLI BOD FIRE PROTECTION SPRINKLER SYSTEMS CONTR. COMA,WA REG.NO.SMIIT424 HFS1360T BOP BOTTOM OF TRUSS 2-WAY EARTHQUAKE SWAY BRACE 8201 164TH AVE NE,STE 110 BOTUS BOTTOM OF TRUSS CUT Aaron LETTER INDICATES TYPE REDMOND,WA A Stewart Nelson Bus: (253)926-1880 FAX: (253)926-2350 FO RDER Fo FIELD ORDER 4-WAY EARTHQUAKE SWAY BRACE 2345-1019-C Level 3 IFOW INSIDE FACE OF WALL ■ ■ AREA 1 AREA 2 AREAS OFOW OUTS IDE FACE OFWALL LETTER INDICATES TYPE y SMARTCAP - BAKER VIEW NAB NO AUTO.SPRINKLERS ■ Smith Fire Systems,Inc. ■ ■ •■ AREA 5 urv0 UNLESS NOTED OTHERWISE f HANGER LOCATION PROJECT MANAGER:NOLAN VELLA ■ SMITHFS1360T m�■ AREA 4 AREA 6 ELEVATION ABOVE REFERENCED PHONE:(206)687-6390 o� POINT IN FEET AND INCHES FAX: ■ Expires■ 1215 80TH ST SW O HYDRAULIC CALCULATION NODE SUPERINTENDENT: Si nature 2/31 23 EVERETT,WA iii FLEXIBLE COUPLING PHONE: 7■�"""""""""""" FAX: DESIGNER PROJECT MGR DATE SHEET JOB NO. TDTAL THI;SHEET 457 �1 RIGID COUPLING CERTIFICATE OF COMPETENCY STAMP KEYPIAN I I VLAD Y. B.COOK 1 08.10.23 1 9 OF 9 NC23102