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CD O8 9 10 11 p <br /> p <br /> 14 15 <br /> 30'-Or 30'-01, 30'-0" 30'-d' 20.-0.. 18'-0' 3d-d' 30'-0" <br /> EL.141'-57/8" <br /> A457 <br /> - - - H F IN <br /> - <br /> 1 s 7 s s ° --- - -- <br /> r a <br /> 8 1 9-4 F Ic Lc EICE Lc -i <br /> ST FFL LING <br /> HYDRAULICALLY MOST DEMANDING AREA:SYS#4 I ❑ 2 I w.1a wa. - 1 N l m B D - I I m I <br /> DENSITY: .10 GPM OVER 974.03 SQUARE FEET m ro p <br /> SYSTEM DEMAND AT BOR: 169.5 GPM AT 44.8 PSI <br /> (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) <br /> IV24.s. $III1 W <br /> 1- 5 5-11.57 �5 `° 1..5 .5 1. i° 1.SL 1 5 's�.-�o'^] _[ <br /> 1TIT <br /> 2 3-7 6-0 � .51-5.5 6-1 � 4 5 2 -1 I� m � 0 1 <br /> 2 ❑ E 1. 1170 <br /> S7AFF RESPITEe'a I I I /�-- ❑ I I M wCi� I I I 10-6 I AUXILIARY CALCULATION AREA:SYS#4 <br /> e. <br /> m 9 <br /> m �� I "1 O 8 DENSITY: .15 GPM OVER 974.03 SQUARE FEET <br /> I m N I L°- m lEXA ❑ <br /> nrcE� O g N SYSTEM DEMAND AT BOR: 185.7 GPM AT 4T. PSI <br /> 0 m (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) <br /> 1 <br /> ~C q_ i� 15 d2 r2 <br /> -5 6-2 8-2.5 1 5 B 1 -5.5 -- 5-.5 4-8 2 3-0 4-0 -0. 6 45 - <br /> l ^'t-sinr-F no ►-1 Hwa _ <br /> 21 <br /> ❑ 243 �5� 6.597 _g A F o I 3-lI y 5q1 '� 0 <br /> I 7 1 la m� I '1,5 I ❑ 41 Ears <br /> 0 --FIT - <br /> _cao.N OBOID oLC c 41 I m <br /> I " <br /> 1 Q <br /> 1 �I n O <br /> 15 5 15 5 , e�1 <br /> m m F FJif <br /> IBxa wlex4o <br /> //\ ❑ <br /> SEE DRY SIDEWA LDETAIL -/ 1❑' m O cnRnc p q- 8-7 8.5 6 f f49 3.5 70 <br /> ON SHE T 2,TYP. 4-� \mom-�I/m EN�c �l 8'•11" 61 1 - <br /> N PER vnTeR B D FF 1 oFICE <br /> EA EN/P NI OF IC ❑ <br /> VISITOR WAITI N A 13: `� ITT 71 <br /> ass _ NAS PER NF A 13:8.15.5.3 "aa O III. <br /> 4 k l I m ® ELE TROLs I - m 15 m3 I I I 14- <br /> p ao O o I.. <br /> % _ <br /> 8. 53 <br /> 9 _ w I <br /> =us _I I. 11� -1 47 1 2' 3I I1 <br /> ELEvnToa 1. 1.5 r �.5 1 5 1,5;, IIILLL 1. _m 5 -'�, 1,$ 1.5 1 5 �7 1 <br /> NFPA1 <br /> 8b5.5 <br /> OR <br /> a _ F o 2 0 InLEnnv T"an <br /> E n D s C <br /> " m <br /> - <br /> FF EaiiiEE= U❑ <br /> J 4931 m <br /> ❑O BOD 19 5 1 11" <br /> EL.141'-05I8" B I T <br /> 1 5 EL.141'-0 1/4" o 6D <br /> I m <br /> b <br /> _ z7 5 BOD ® v <br /> m 3 � <br /> �Q I <br /> m1w1.5 15® I' k 1, I' NA <br /> PATIENT OUTDOOR SPACE <br /> I - 4 1 T' -6 1 11 I NFPA 13: <br /> EL.141'.01/8" - Bx IV 8.15.7.2 <br /> ❑ ❑ I49 OFW �� ❑ N O BR. 4401/8" <br /> m / ❑ M m m 38 ® ❑ m m m <br /> = 1 3 - ( °m m❑ O m <br /> - - <br /> : <br /> ;..m n a f <br /> _ ¢ � � 1 ¢-Q (-� PEI <br /> 13. 6 4 5 sT RAO <br /> nA ARNATE O 27 0 1�.6 12 0 sT1oo 09 7. 12 ai .5 �^ 29! BOD LL.�_ LN m <br /> s <br /> s 47.5 0-1n 11'r7 3 <br /> AIR 1 J i J a AFF <br /> C 5 1 _ 3 3 Ly \ 3 _ 37. '�37.5 Q LL _ 18 1 - 3 6 3:5 37.) <br /> N3 3 I _ <br /> •. 1-1 3 f _ <br /> BOD D'-i o6QD BOD 3 a 3B D 3 BIRD B -3 lLv 1 4 &5 60D-31 3-8 1 6 23 3{ BOD BOD BOD <br /> <BOD 76 ti m � N� v B D � / or q 3- 1 _ .53-f 13� M 3BOd <br /> BO 1_ J <br /> 1 7 n <br /> 19.5 0 4- - 1 1 m - 7$.5 up -11" 3 3 -0 <br /> I 1 _ 2 of I 1 2-6 I q.52_ I.. y 'BO 3:5 m �^ 3.5 _ f�j _ 7 <br /> ,n n X u? 7 I iO- <br /> o e... 6 o to <br /> 5 6 - <br /> 1VT <br /> o.. <br /> '+� B ¢ OD m¢ a g e _ m Ano O B D - `'JIB O OD 80 <br /> D I n <br /> d m <br /> r, r <br /> I ^LL I �I ml m 1 I 0 O I I J I ❑ I I I I _ I <br /> m Y H? H usErcEEPNO �� <br /> I m¢ 85 �135 �1 O � 0 35 215, �I I' / 0 o m m O I e I �- o <br /> ao 0 <br /> BOD D BO fi 0 - - 1 ( M m <br /> n N <br /> z5 e "TIE R s� o z6. <br /> PAT[ E �QJ�E B D B D BOD - - <br /> " B E"TBO B D 60 BO 3' 6- n�EosOD I � B D BOD "' 20 B D BOD BO <br /> 0 rsem Paver - nT ra n E avnTE TeNTs M as Te rnn O B I uTo-zr� 1 <br /> - 41 7 Ai : �9 asTIT <br /> To. L �. - - .4Q H - <br /> F - -; - 6,1 - T TI <br /> N <br /> L4 SPRINKLER PLAN STEEL FITTER/LISTER NOTES: <br /> D 6 16 1. BRANCH LINE RESTRAINT TO BE INSTALLED PER DETAIL ON SHEET 2(NOT <br /> REQUIRED WHERE SUPPORTED BY RODS 6"LONG OR SHORTER). <br /> SCALE 1/8"=1`" 2. SEE SHEET 2 FOR HANGER AND BRACING DETAILS <br /> 3. BRANCH LINE HANGERS TO BE PER DETAIL'XP'WITH CTS RODS U.N.O. <br /> 4. MAIN HANGERS TO BE PER DETAIL'TB'WITH CTS RODS U.N.O. <br /> 5. (--*)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'x6'ACT CEILING <br /> SPRINKLER PLAN <br /> HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH SMITH FIRE SYSTEMS, INC. <br /> O $Fiul91" ricE �""�" ��"" "'M ARE ABOVE FINISHED FLOOR NO. DATE BY REASON FOR REVISION <br /> SYM MANUFACTURER S.I.N. TYPE MODEL Fx acuro"m" o"i <br /> O O RELIABLE RA1425 SSU F1FR56 BRONZE FN� 1/2" 1"/2" 165 q = BOTTOM OF BEAM 12 CENTERLINE OF PIPE TO REFERENCED 1106 54th AVE EAST <br /> aoD BOTTOM OF DECK BOD STRUCTURE IN INCHES BNBUILDERS TACOMA,WA 98424 <br /> ${}e RELIABLE RA1425 SSU F1FR56 BRONZE --- 1/2" 1/2" 200 6 ea BOTTOM OF JOIST <br /> NCO TY3281 INS.SSP RAVEN WHITE WHITE 1/2" 1/2" 165 154 BOP BOTTOM OF PURUN 2-WAY EARTHQUAKE SWAY BRACE 2601 FOURTH AVE r���RTw�x�o�a�����7 CONTR.REG.NO.SMITHF81360T <br /> BOT BCT OF TRUSS �� FIRE PNOTEC ION 6YN NKLEH...MS <br /> f NCO TY3281 INS.SSP RAVEN WHITE WHITE 1/2" 1/2" 212 2 CTS CUT TO SUIT LETTER INDICATES TYPE Bus: (253)926-1880 FAX: (253)926-2350 <br /> RELIABLE R5734 DRY HSSW F30R CHROME CHROME1/2" 1" 155 3 OR FIELD ORDER 4-V,/AY EARTHQUAKE SWAY BRACE SUITE 350 Aaron Stewart Nelsen j <br /> IFOW INSIDE FACE OF WALL . SEATTLE,WA 98121 <br /> OF-Dw NO ALIT FACE OF WALL LETTER INDICATES TYPE 1 2345-1 ire S Level3 <br /> NAS NO AUTO.SPRINKLERS 1 Smith Fire Systems,Ir1c. ' , COMPASS HEALTH <br /> UNO UNLESS NOTED OTHERWISE f HANGER LOCATION SMRHFS1360T ;1 <br /> PROJECT MANAGER:ADAM SMITH '�� o�' PHASE <br /> ELEVATION ABOVE REFERENCED PHONE:(206)491-6592 � <br /> POINT IN FEET AND INCHES FAX: Ls���������������� 3322 BROADWAY <br /> O HYDRAULIC CALCULATION NODE SUPERINTENDENT: EVERETT,WA 98201 <br /> FLEXIBLE COUPLING PHONE: <br /> FAX: DESIGNER PROJECT MGR I DATE SHEET JOB NO. <br /> TOTAL THI3SHEETI 169 ll 1 11 �� RIGID COUPLING CERTIFICATE OF COMPETENCY STAMP KEY PLAN ERIC S. NICKG. 1 6/20/24 1 6 OF 8 NC24103 <br />