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- Sprinkler Legend <br /> Symbol Manufacturer SIN I Model Quantit K-Factor I Type Size Response Finish Temperature Note J /K 3/8"SAMMY <br /> Reliable RA1425 F1FR56 13 5.6 Upright % Quick Chrome 155"F SAMMID <br /> SIDEWINDER <br /> - SIDEWINDE <br /> o Total=13 BACKING NU <br /> < /1/ 77 <br /> C-STU3/8"ALLTHREARORING HANGE <br /> u j PIPE(4"MAX) <br /> k V <br /> 3 SUPPLY FROM <br /> EXISTING SHIELDING PER PLAN SYMBOL. <br /> - BRANCHLINE <br /> LOCATED ABOVE ROOFSHEATHING PER SAMMY SIDEWINDER <br /> 3 CH 10" PLAN <br /> LU <br /> ROOF JOIST PER PLAN SUPERSCREW <br /> � BACKING NUT 7 <br /> �- 2 <br /> L <br /> coo <br /> C-STUD <br /> LIJ <br /> c 3/8"SAMMY (MIN 20 Ga) [� M <br /> LPI 2 SUPERSCREW r� <br /> w / .• / ROD LL THREAD A <br /> JCRETE �AN / 01,r1 <br /> WALL OUTLET ON LOW RING HANGER <br /> r POINT OF MAIN OR <br /> PIPE(4"MAX) A ' <br /> BRANCHLINE PIPE '\VI <br /> � AUX.DRAIN I ��-'• <br /> /' j / (E)STUD WALL PER SYMBOL: cV rrrWWW�1 <br /> 1"BALL VALVE ., <br /> a // <br /> 0 <br /> INSTALL CLOSED) � � � � � PLAN � W <br /> SAMMY SUPERSCREW � <br /> 1"PLUG ENERGY R P OM 7 <br /> / <br /> FINISH FLOOR I 5/8•GYPSUM �C-CHANNEL STEEL <br /> WAREHOUSE <br /> BOARD <br /> AUXILIARY DRAIN <br /> n / 1-5/8"STRUT <br /> p FLOOR <br /> -- --- - - --- - s` O BUILDING SECTION A <br /> _ ( CROSSHATCHED AREA A �4 8' 6 PIE <br /> PPIPE MAX) <br /> SCALE 1/8�V-0" <br /> NOT IN SCOPE OF WORK STRUTCLAMP� <br /> - ( HYDRAULIC CALCULATIONS FOR / E SYMBOL: 114 x 1-1/2 TEK SCREWS <br /> IS EXISTING WAREHOUSE SYSTEM / UNISTRUT TRACK <br /> WA STATE STAMP: <br /> DESIGN DENSITY=.49512000 SQ FT a ---------------------------• <br /> o <br /> DESIGNED TO NFPA 13,200716.2.1.3.2(d) /// 1-:1.00C... <br /> w / / @ 24" sz-ss <br /> i d , <br /> o 24••°C CONNECT TO HANGER CHART Tod M'chael Kombol <br /> 4297 O C L-I3 <br /> p� EXISTING TABLE 9.1.2.1 HANGER ROD SIZE NFPA 13 TABLE 9.2.2.1 DISTANCE BETWEEN HANGERS :AP�LMCB- <br /> So Mecnamcal cono-acrors <br /> - - - - - -- --- 2-1/2"BRANCHLINE 201 202 -203 204 - ".° PIPE SIZE DIAM.OF ROD PIPE SIZE DIAM.OF ROD NOMINAL PIPE Imnaizaza <br /> r APS rtc __ n d LocATEDABovE UP TO ANDSIZE IN 3/4 ] 1-1/41-1/2 2 2-1/2 3 4+INCLUDING 4" 3/8" 6"AND 8" 1/2" STEEL PIPE N/A 12'-0"12'-0"15'-0"15'-0"15'-0"15'-0"15'-0" ••�: <br /> H + - e li FIG.A9.23.4 DISTANCE FROM SPRINKLER TO HANGER THREADED <br /> 1X 98 ••,_. N/A 12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"N/A <br /> o <br /> ram^ 205 2gg 27K,p 207 B'-6''A 208 --- O MAXIMUM LIGHTWALL <br /> AUXILIARY G•G G- - _p gZ11 /36"FOR1" ANY LENGTH GREATER THAN: COPPERTUBE 8'-0"8'-0" 10'-0"10'-0"12'-0"12'-0"12'-0"15'-0" <br /> ORAIN a to-o :o s-o G-PE 48"FOR 11/4" 36'FOR 1" CPVC 5-6 6'-0" 6-6 T-0" 8' <br /> LOCATION OF CE 95 60"FOR 11/2"+ 48"FOR H/4" <br /> O�=Ice <br /> w 70 209 N Y 9"FOR CPVC PIPE 60"FOR 11/2 eGEE FIG.A9.23.S UNSUPPORTED ARMOVER <br /> ° h _ <br /> < ^ t6-4h _ WITHOUT SUPPORT <br /> o m '`+� 210 197 G-G 211 _G• 212 __ 24TH UT <br /> BRANCHLINE OR <br /> OFFICE <br /> g OFFICE v 12"FOR COPPER PIPE CROSSMAIN <br /> +' z• 0 69 -9 T-0 1' 1• v-fe - e- JOIST BRIDGING,TYP 6"FOR CPVC PIPE <br /> a 106 108 = = 113 POINTS ALONG SPAN EN EXTEND ERE <br /> - 213 FIG.A9.23.4.4DIST.FROMSPRINKLERTOHANGER>100P.S.I. <br /> q ARMOVERTO <br /> STCOA GE 1••70% MAXIMCJM PENDENT SPRINKLER <br /> E <� @24" 62-B8 ANYLENGTHGREATERTHAN: <br /> [6VFOR <br /> FOR STEEL PIPE FIGURE A923.5.2 UNSUPPORTED ARMOVER>100 P.S.I. <br /> @ 2a oc COPPER PIPE 12"FOR SFEELPIPE"FORCPVCPIPE 6 9O KEY PLAN <br /> FOR WITHOUT SUPPORT <br /> REMOTE AREA:OFFICE AREA "F FOR STEEL PIPE <br /> BRANCHLINE OR <br /> .10 DENSITY OVER ENTIRE AREA 6OR COPPER PIPE CRO SSMAIN <br /> 6"FOR CPVC PIPE <br /> = ARMO VER TO <br /> Hydraulic Information SCALE:N.T.S. THEN EXTEND HERE PENDENT SPRINKLER <br /> w - AVF-C AD SERVICES <br /> V _ Remote Area OFFICE AREA <br /> <w OFFICE. WC '- OCCUPANCY CLASSIFICATION Light Hazard .a-AxroN <br /> OPEN <br /> "•/ WOME�� DENSITY(91"1" ) OAO for 1500ft2(Actmi 931ft0 aon E.re.r��e�zaifi .eaoeT <br /> - QUICK RESPONSE REDUCTION 17-0 Ceiling(37.0%)945ft rvs TIOA rvND WITHIN 6 N OF THE AFROM a® �a �m4"`•* 3 <br /> TOTAL HOSE STREAMS 100.00 (VERTICAL AND WITHIN 6IN.OF THE HANGER -_ <br /> wTOTAL HEADS FLOWING 13 PROJECT MNGR TODD KOMBOL <br /> CROSSHATCHED AREA KfAGTOR 5.6 ///// / ///// //// SUPERINTENDENT PHILBISSON <br /> NOT IN SCOPE OF WORK TOTAL WATER REQUIRED 325.03 APPROVED BY TODD KOMBOL <br /> 11 TOTAL PRESSURE REQUIRED 50.020 TOLCO#74 QA/QC TODD KOMBOL <br /> BASE of RLSER(gpm) 3i_ STRUCTURAL <br /> wt / ENTRY/ BASE of RISER(psi) -G20 ATTACHMENT 45° <br /> �2 WAITING <br /> SAFETY MARGIN(pai) -28.314(36.1%) Maximum Spacing(ft)of Steel Pipe Restraints MIN, <br /> (E)HANGER x <br /> OFFICE (E) <br /> Seismic Coefficient,CID -3/8"ATR A <br /> 11 <br /> --- i (in.) 0.5<Cp- 0.71<CP 0 <br /> TOLCO#77 f SWIVEL RING <br /> H a K (mm) Cp=0.50 0.71 =1.40 CID=1.40 L' - 10-11-24 PERMIT SET <br /> W c w PIPE ATTACHMENT <br /> N" a I �J (15) 34(10.3) 29(8.8) 20(6.1) 18(5.5) N FS0778 <br /> % <br /> NO REST-INT REOUIREO ON RODS LESS THAN <br /> 3,0., a %(20) 38(11.6) 32(9.7) 23(7.0) 20(6.1) ur wxa-RSG <br /> BIN,LONG BETWEEN THE TOPOF PIPEANO POINT PIPE TO BE BRACED F <br /> w3 ,� 1(25) 43(13.1) 36(11.0) 26(7.9) 22(6.7) oFATTACHMENTTOSTRucruRE.9a.6.s <br /> 0 1'/.(32) 46(14.0) 39(11.9) 27(8.2) 24(73) <br /> �N o FIRE SPRINKLER PLAN - REMODEL AREA 1%(40) 49(14.9) 41(12.5) 29(8.8) 25(7.6) RESTRAINT OF BRANCH LINE a FIRE SPRINKLER PLAN <br /> 0 2' 4' 8' 16' 2(50) 53(16.1) 45(13.7) 31(9.4) 27(8.2) SYMBOL: (PER NFPA13 SEC:9.3.6.1(5)) z REMODEL PLAN <br /> o~ N J_y_`�- <br /> w N SCALE.1/8"--P-0" a "•, exe"..". <br /> €U a m FP 2.01 <br />