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HYDRAULICALLY MOST DEMANDING AREA:SYS*5 <br /> DENSITY: .15 GPM OVER 1950 SQUARE FEET <br /> SYSTEM DEMAND AT BOR: 327.6 GPM AT 68.9 PSI <br /> (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) <br /> 7 ® 0 10 11 12 13 P 15 <br /> 30'-0' 30'-0' 30'-0" 30'-0' 20'-0" 1 U.U', 30'-0" <br /> LOW POINT DRAIN W18x35[30] <br /> O + O <br /> A 1 1�m <br /> II + ,or-o + + + + NAS PE NFPA 13:8.15.7. <br /> INSPECTORS TEST +2+ of +2++ I' + 1101•_g•+ ++Q <br /> SEE DETAILONSHEET2 )'R _ FIE ++ + + + + m <br /> mP s100F ++ +y , 0 \ 2 2 1oi'c^ ++ + +++ + +++2 + <br /> +2 M + +++ +w+ ,D+ > 9 1/, •1 SO 9-JA5LL _+6-9+ 6b $9 �I <br /> 31 <br /> } C. <br /> + + + �+ 3-9 l O + TRASH+++m ++ ++ TRANSFORMER VAULT <br /> SEE DRY PENDENT TIM <br /> - 2-® 1 +26L N k k 1 +�+ +2 of /ry + + +ON SHEET - 3-8- + - +2 + +6-7+ -0 2 ++� + + + 3 + + + ++3 NAS <br /> B wJ2 1401<1"'++ - - M 0 InfP�4 x44[30]<3 b <br /> HYDRAULICALLY MOST DEMANDING AREA:SYS#2 <br /> + + + + + + + + + + + + + +,O+ + + + ++ 0+ + m <br /> +NS O+ + + + + y + N+ 41 - 1.5 -11 3- - 19 7-4 DENSITY: .10 GPM OVER 1001.25 SQUARE FEET <br /> + + + + + + + + + + + + + + + 4 sTnFPiliT1 R ++ SYSTEM DEMAND AT BOR: 173.8 GPM AT 273.8 PSI <br /> +(1 p (p� �[1,g�, /\y (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) <br /> + +2+ +4-�++++ ++++-7¢++ 2+++�-=✓ ++ ++++J +2+ ++2`+'++2 +2 + + 2+ +++++2++ ++++4 SO 1,, 6 1 + + +q ++ <br /> + + + +1 p_8 + + +1 + 2-1 + 83!5 + + b+ +++ B2 i3-1+ + 7+'I `@-2+ + ga + + +g_3 + + '.m I D + w +++ ++ 1 <br /> + + d <br /> + + + + + + + + + + + + + + + qry <br /> c +--t--t--t--F .# + + + + + + ++ +++ +++ rvn nip cam+ E +++ + + +++ ++ ++++++ m _ + + + <br /> + + + + + ,^v+ + + + + + + + + ++ + T L + 21 FF 5 _ 1 <br /> + eu <br /> + + + + + + + + + 5 + � $'O + + + + + + + + + + x1, s+'tF 4 +b5 + b5 + A R <br /> + + <br /> % + + + °ni pp 3+ + + + + + +9 9 + -SODF + `7 +24 I�� F 1 <br /> ++ N +m + 12 6' _M rn + <br /> + $} + + D10 + + + + + tO + + + ++ +_� +� - AFF BOD + 0 +}. + 8=0 + +'° 8.0 + + 1 <br /> 3++ + +Q + ++ ++ ++++ N+APF + 1 + ++$ + m�( ss roc `19 al D \ 0 ++ + a00 GENERAL-RboM+ + <br /> OJ <br /> + p+ +�2 + {g O m+ �� �� � oC* 1.5 po+ <br /> + + + + + + ++++1=-7r ++ ++a='y2 ++ + + BOD ++ +++ + m I m +++ + + +++ - <br /> + + 54 1 + <br /> +s s 7i-ts++ 7+ + .g F�+ ++ + + p� �c s-5 <br /> +1 0++ LOW INTDRAINF t-5+ 10 <br /> + + + + + + + ++� ��+^ +++Q++ + A+ 1 +24+ +0++ 3 < m h <br /> + + u+ ++ iO O+ + +G? w <br /> + -k d 3 +Q DETAIL SHEET c# 3E5 3 AFF W IS+ + + + <br /> + + + + 21x 4+13]+ f Q + + 21 4 10, + + 4 I B1 + + + 21x W21 x44 I30, C� <br /> o LL <br /> Haus la=ealrvc � m * le�� o ymQ' iarvE v- r EN� 3 <br /> N N m I LL F P evATOR Q o ` 1 -0 3 h.5 83 7-7.5 5 0 <br /> m 3 1 <br /> NAS RN A13: 1 z2 mLL r 10,7[10 �B' BO TLTPua m - 3 oQn L 3�3 u_� 3 < Lq -0. s 1512 m MT 15� �0 ' <br /> ti o x - - o uac,cFvTo>�'' 4T 1AFF ¢ - _ `-� 9 I D 6 <br /> 3 .1 41 1 7 1 1 1 a <br /> 0 r B D e p <br /> ..suze -....3 b 7-0 4 0 - 9-4 n <br /> EL.113'-95IR' 475 , 3 -11 ou_ 7 <br /> 11 8' 47 B * ch �J 11 <br /> 47 cH Em `�¢` 2-6 <br /> N 9 6 11' .5' ,n f h 1 inF 35 7 F BOB BO ,.M.. zss R R E� 5-0� 3-0 <br /> AFF. r OD 47 u, 'o a.. 6-55 37.5 p -[2�f +34 � I <br /> SOD III <br /> _ _BOD�4t5`n �5� - Q - R <br /> r a - 0 <br /> DD.. - 1 <br /> 470.5 * 89 "� T 056 J@\ BOD 29 <br /> * �.,, N * 35J n co<i coax 11' " <br /> ,n AFF N r rvTnK <br /> W 121 'czoz"Y \` ". 3 oRR a5- 1 .5 <br /> c� BOD <br /> N All vLL in "' �22 *,c 10 1 <br /> ocR A' <br /> N... N <br /> 1. o¢ ROD o 41 40. m BO 2 1 in w <br /> 10-11.5" H <br /> susw T s 2-q.5 2 19 41 30 ro 2 <br /> O m I EE� m I I 5 n 5 o Fcs z �a T BOD 7.5 <br /> DI A GRu Bo 23�) e D n h o l F M zas 2�T J BOD <br /> t1 Oss _ 5 BOD <br /> old <br /> q� 1.5 m v_16 ur 16] - 291 <br /> AF cE on z O DO f .B0 1 9 <br /> 0 2 <br /> B 'S <br /> I = I AFF I I I 23 <br /> , <br /> D KRD DFFI E D F 6 - I Boo <br /> d IFF I <br /> I I� <br /> ® AFF 1° 2 PzaT ,n <br /> coR DO.. 8 B D �JD - <br /> 4a d n <br /> 1.5 STAF o <br /> c f F1 <br /> E 42 3 0 E0 2 3A 47 d OD c 47 <br /> 0 1 1- 42 60- 7 <br /> ® L�OD 1 _ 10- BO urvs Bill OD <br /> PAT <br /> 4- * @D s n envl v® cT r�J BO _ <br /> _ T 1 1-B <br /> rLz�� F - I�� I IT <br /> I <br /> -3 N I N 1 I aE I. I I II BOD - , <br /> 1 <br /> v 2 „I `v)z 235 J _ oFFi E 2 0 4 <br /> n <br /> I 8 ,J I' 31'.5 ,n BOD rn B D 2 24 DCiF <br /> WT <br /> 32, 2i�NF D <br /> r9 zzasw OD O <br /> I B A D o I f 28.5 TA>;FT T o f <br /> 22 <br /> 26.5 <br /> 1". R A r I BOD n 60 <br /> PRa <br /> o B D D <br /> :r <br /> o in � o <br /> 2 � �` <br /> w <br /> I 2 32 32 * 3 3IQ u2 BOD <br /> 1 2 3-_ O 3 f o 3B D 8.5 3 3\ 3 N 3 3 N 3 3 3 D' 3- <br /> F D, 3 - -c a 3 3--- 5 5 _ V 3 - z,z 111.E 5 8 81 1 <br /> 8-1.5 8 3 5 <br /> oQ <br /> O <br /> v m Oa m <br /> 0 0 0 <br /> < m m m m m <br /> N <br /> L2 SPRINKLER PLAN STEEL FITTER/LISTER NOTES: <br /> D 8 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'EZ'WITH CTS RODS U.N.O. <br /> 6. ( -o)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 /> O 9 �"" "�"" F'�E �""�'�" Tw"' "'*^� AFF ABOVE FINISHED FLOOR NO. DATE BY REASON FOR REVISION <br /> O O RELIABLE RA1425 SSU FlFR56 BRONZE FR�R, 1�R. "rvE R."RR BOB BOTTOM OF BEAM 12 CENTERLINE OF PIPE TO REFERENCED <br /> SYM MANUFACTURER S.I.N. TYPE MODEL " <br /> /2" 1/2" 155 2 STRUCTURE IN INCHES BNBUILDERS 1106 54th AVE EAST <br /> BOD BOTTOM OF DECK BOD TACOMA,WA 98424 <br /> ${}e RELIABLE RA1425 SSU FlFR56 BRONZE --- 1/2" 1/2" 200 15 Ba BOTTOM OF JOIST <br /> eoP BOTTOM OF PURUN CONTR.REG.NO.SMITHF81360T <br /> RELIABLE RA1414 SSP F1FR56 WHITE WHITE 1/2" 1/2" 165 119 2-WAY EARTHQUAKE SWAY BRACE 2601 FOURTH AVE �����wnsnHCTon'sPAiE �7 <br /> DOT BOTTOM OF TRUSS <br /> RELIABLE RA3415 SSP G5-56 BRONZE WHITE 1/2" 1/2" 212 7 crs cur To sort LETTER INDICATES TYPE FIRB vnorrelcnONos'rnl-E srsTE.S Bus: (253)926-1880 FAX: (253)926-2350 <br /> FO FIELD ORDER SUITE 350 <br /> ❑ RELIABLE RA1325 SSU F156 BRONZE --- 1/2" 1/2" 155 31 4-WAY EARTHQUAKE SWAY BRACE 1 Aaron Stewart Nelson 1 <br /> IFOW INSIDE FACE OF WALL �:{-. SEATTLE,WA 98121 1 2345-1o1s-c Level <br /> C RELIABLE RA1435 HSSW F1FR56 CHROME CHROME1/2" 1/2" 155 2 OFow OUTSIDE FACE OF WALL LETTER INDICATES TYPE ' COMPASS HEALTH <br /> RELIABLE R5734 DRY HSSW F30R CHROME CHROME1/2" 1" 155 3 NAS NO AUTO.SPRINKLERS 1 Smith Fire Systems,Inc c 1 <br /> uNO UNLESS NOTED OTHERWISE f HANGER LOCATION 1 SMITHFS13BOT ml PHASE <br /> RELIABLE R5314 DRY SSP F3 CHROME CHROME1/2" 1" 155 12 PROJECT MANAGER:ADAM SMITH 1 �/y of <br /> �* RELIABLE R5714 DRY SSP F3QR CHROME HROM 1/2" 1" 155 1 ELEVATION ABOVE REFERENCED PHONE:(206)491-6592 ' Pne 1 <br /> POINT IN FEET AND INCHES 1 �� "�'�201 3322 BROADWAY <br /> RELIABLE RA3415 SSP G5-56 BRONZE WHITE 1/2" 1/2" 165 18 FAX: EVERETT,WA 98201 <br /> O HYDRAULIC CALCULATION NODE SUPERINTENDENT: <br /> FLEXIBLE COUPLING PHONE <br /> FAX: DESIGNER PROJECT IDATE SHEET JOB NO. <br /> TOTAL THIS SHEET 210 �� RIGID COUPLING CERTIFICATE OF COMPETENCY STAMP KEY PLAN ERIC S. I NICKG. 6/20/24 4 OF 8 NC24103 <br />