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7 ® 13 14 15 <br /> 30'0" 30'0" 30'0' Po <br /> 1112 30'-0" 20'-0" 1 S.0" 30'-0" 30'0" <br /> 14 15 <br /> B <br /> 0-I <br /> 09 I <br /> 33 <br /> BOD 3 <br /> 4- <br /> NI 4 v <br /> - HYDRAULICALLY MOST DEMANDING AREA:SYS#1 <br /> DENSITY: .10 GPM OVER 1053.68 SQUARE FEET E <br /> SYSTEM DEMAND AT BOR: 304.8 GPM AT 56.6 PSI saalN <br /> (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) o 34141 <br /> �D 3® I I •V m r <br /> 34 11� �T► 4 <br /> BOD29 <br /> -- .: - - � 4 YTEE <br /> -71 <br /> HKP 0 s-e 1.5 i$085'0" <br /> i, PgnENi ELEVATOR PAi ENT ELEVATOR <br /> PUBLIC LEVA <br /> 0 1 10 108 —� 1 n _ STANDPIPE ISOLATION VALVE, <br /> W10x1 110] y NAS PER N A 13 8.15 5.2 0 1ss <br /> r <br /> y N OE <br /> o <br /> � W16 6 L221 <br /> � �r , <br /> I 3-3 <br /> I K I 7 7� I I� � N <br /> Ll <br /> RRgL�„E �PD m 3 DETAIL A/3 <br /> 34 <br /> ,O olio 8 ID <br /> m <br /> m <br /> MTt" 1 L, LBv asv $ NAS PER NFPRF 83'-8' a IeuLE N _ <br /> 3 <br /> ® m <br /> ev 9 <br /> Le t � <br /> v <br /> 0 10 x < > N30 W SCALE 1i4"-1'-0' <br /> 13:8.1 <br /> 1 t P <br /> D I 19 N18g (3 — 40 42] 3 W1, - <br /> m o ��o OD EL A o �,,, " m 0 Oo ® ® M M 0 ® ® 0- 3 ® Oo OD "v 27 <br /> w10 n C121 BOdm m �eev BOfO,� 15 t o 1B „e F'IFOFie� 1 B D3T 5 Ll B05. <br /> o m TF vEw i0 m _ m t' es I ss.o �tm E ® ® I ® ® u �F® 'AFF D <br /> o Ic <br /> 1� 1 E ''z1s I� � I h I 3q I "° 32 <br /> D <br /> 8-0 3-0 BOD ) L I- J I 13 �0 oP ER 18 5 B D I 8 D D 1 BOD <br /> BOD In to tee, _ <br /> " A <br /> - <br /> m m 18. N BOD -W r m Lavt;. _ 1 10" 20 <br /> �'. <br /> a <br /> m0 O 101' F <br /> m 20.5'� .14— <br /> 1°' 34 r+6 Z 2 BOD <br /> BOD OD ml C O m ME TEC UAB LB N I m I L \ <br /> 1-0 5-0 .1 0 ® 18 m <br /> I I a"„- ® ® 12 I <br /> q qq LLy <br /> `U r CJ - ¢ 0 FICE < ®tm tx OF OFFI 1 1 — N Q <br /> wiGxzb 3 3 3 LL 3 16 1 ' 3 of ICF 3T$ F OD 3' 3 3 3 <br /> a <br /> T �4. �J ._ m :aa mtl m '5 L ;�a 1. 71 � ,0LEVE� <br /> 2 �F <br /> w21x44 1fl 0 1 26 :nr 601. 3aB m w i lii a 114'-0" <br /> E 3 NK J o <br /> B 24 125 m OD m < LO O ® fol 24f D PER PLAN <br /> BOD �1 5 - <br /> a10 F DICI BO a-7.5 FICF ,,»e„>_ C 1 <br /> m 9Ti�100 NF CE — t93 B B 29 3 <br /> (0-4.5) <br /> I m* <br /> _mo ECTED FROM OV.2-EOP <br /> m o <br /> , <br /> COt <br /> � <br /> - <br /> orvsu <br /> 1 oa t291 yyq M 1� I 42 4 0 M <br /> 4 <br /> EL. <br /> m <br /> - <br /> 4-4. TION® a `;a3 10A 2-11_1. <br /> O <br /> ld <br /> 2 9 <br /> I <br /> _ <br /> N - "yA, <br /> I <br /> J <br /> Boo d 1 I m I k I I I I <br /> 10 it <br /> ROM I—E _0 9 <br /> o� <br /> F — — — —W1 35 13 W1 35 I3I 3/4"— — — — — — — — — — —Y— W18x35 I301<3l4 <br /> N PE NFPA 1 :11.15. 2 B6oAo AV AVE DETAIL B/3 <br /> NAS P NFPA 13: 15.7.2 <br /> 0 4 8 <br /> SCALE 1/4'=1'-0" <br /> FACING EAST <br /> N <br /> L1 SPRINKLER PLAN STEEL FITTER/LISTER NOTES: <br /> D 6 16 1. ALL DRY SYSTEM MAINS ARE TO BE SLOPED 1/4"PER 10 FT.MIN. <br /> 2. ALL DRY SYSTEM BRANCH LINES ARE TO BE SLOPED 1/2"PER 10 FT.MIN. <br /> SCALE 1/8"=V-0" 3. BRANCH LINE RESTRAINT TO BE INSTALLED PER DETAIL ON SHEET 2(NOT <br /> REQUIRED WHERE SUPPORTED BY RODS 6"LONG OR SHORTER). <br /> 4. SEE SHEET 2 FOR HANGER AND BRACING DETAILS <br /> 5. HANGERS TO BE PER DETAIL IEZI WITH CTS RODS U.N.O. <br /> 6. ( -*)INDICATES FLEX DROP PER DETAIL ON SHEET 2. <br /> CEILING LEGEND <br /> +�+�+ 6"THICK BATT <br /> INSULATION <br /> ® METAL PANEL <br /> SOFFIT <br /> GWB CEILING <br /> 2'xZ ACT CEILING <br /> 2'x*ACT CEILING <br /> 2'XB'ACT CEILING <br /> SPRINKLER PLAN <br /> HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH SMITH FIRE SYSTEMS, INC. <br /> SYM MANUFACTURER S.I.N. TYPE MODEL 3PriN""si" ac NT"�Lw "g�F�EE sIg w ''PMm AFF ABOVE FINISHED FLOOR NO. DATE BY REASON FOR REVISION <br /> O OO RELIABLE RA1425 SSU FlFR56 BRONZE --- 1/2" 1/2" 155 "12 eo6 BOTTOM OF— 12 CENTERLINE OF PIPE TO REFERENCED 5 S 1106 54th AVE EAST <br /> BOD BOTTOM OF DECK STRUCTURE IN INCHES BNBUILDERS TACOMA,WA 98424 <br /> RELIABLE RA1414 SSP FlFR56 WHITE WHITE 1/2" 1/2" 165 114 Sol 6oTTOMOFJOIST BOD t-_ce wnsHNc?oN'sPAPE""7 <br /> BOP BOTTOM OF PURUN 1 F Pn"oiecn"oNosonl°NI"aETR evsT... 1 CONTR.REG.NO.SMITHF81360T <br /> RELIABLE RA3415 SSP G5-56 BRONZE WHITE 1/2" 1/2" 165 18 OCT BOTTOM OF TRUSS 2-WAY EARTHQUAKE SWAY BRACE 2601 FOURTH AVE 1 ARE 1 <br /> CTS CUT To Sun A LETTER INDICATES TYPE Aaron Stewart Nelson <br /> 1 1 Bus: (253)926-1880 FAX: (253)926-2350 <br /> Fo FIELD ORDER 4-WAY EARTHQUAKE SWAY BRACE SUITE 350 1 Smith Fire <br /> Level3 1 <br /> IFOW INSIDE FACE OF WALL 1 Smith Fire Systems,Inc. 1 COMPASS HEALTH <br /> OFDW OUTSIDE FACE OF WALL LETTER INDICATES TYPE SEATTLE,WA 98121 1 SMfTHFS1360T -1.,ml <br /> NAS NO AUTO.SPRINKLERS 1 <br /> UNO UNLESS NOTED OTHERWISE f HANGER LOCATION PROJECT MANAGER:ADAM SMITH 1 ExP„",1 <br /> 11 <br /> ELEVATION ABOVE REFERENCED PHONE:(206)491-6592 �s� � j PHASE <br /> POINT IN FEET AND INCHES <br /> FAX: 3322 BROADWAY <br /> O HYDRAULIC CALCULATION NODE SUPERINTENDENT: EVERETT,WA 98201 <br /> M FLEXIBLE COUPLING PHONE: <br /> FAX: DESIGNER PROJECT MGR I DATE SHEET JOB NO. <br /> TOTAL THIS SHEET 144 �� RIGID COUPLING CERTIFICATE OF COMPETENCY STAMP KEY PLAN ERIC S. NICKG. 1 6/20/24 1 3 OF 8 NG24103 <br />