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SEISMIC BRACING LEGEND <br /> City of Everett Permit Review <br /> USE 3/e"ANVIL FIG.92 EVERETT Status:Reviewed for Permit <br /> SIZE OF PIPE BRACE PIPE BRACE PIPE ATTACHMENT STRUCTURAL MINIMUM MAXIMUM TOP BEAM C AMP E <br /> W/11r RETAINER STRAP 11/02/2023 3:00:13 PM <br /> BRACE NO. TO BE BRACED SIZE & LENGTH MAX LENGTH TO PIPE ATTACHMENT BRACE ANGLE SPACING FOR 4"PIPE <br /> B' <br /> SB-1 8" SCH10 1 1A" SCH40 9'-0" AF035 AF720 60' 40'-0" 'c'SPAN USE V ANVIL FIG.92 <br /> SB-2 8" SCH10 1 1A" SCH40 9'-0" AF730 AF720 60' 42'-0" GENERAL NOTES A. TOP BEAM CLAMP <br /> W/10"RETAINER STRAP <br /> SB-3 8 SCH10 11/4 SCH40 9'-0 AF035 AF720 60° 40'-0 1. 16.8K ESFR SPRINKLERS SHALL BE INSTALLED PER NFPA 13 SECTION 8.12. 16.8K FOR s'& r PIPE <br /> SB-4 6 SCH10 SCH40 10'—6" AF035 AF720 6O° 4Q'-Q ESFR SPRINKLERS SHALL BE INSTALLED SO THE DEFLECTORS ARE NOT MORE THAN 14" <br /> SB-5 6" SCH10 11/4' SCH40 9'-0" AF035 AF720 60° 10'-0" AND NOT LESS THAN 6" BELOW THE CEILING PER NFPA 13 SECTION 8.1 �1f qTR 59x°aTR <br /> 2. BRANCH LINES ARE TO BE INSTALLED PER SECTION 9.3.5.5.10. LATERAL SWAY SWAY BRACING 'D•PIPE slzE <br /> SB-6 4' SCH10 11/4" SCH40 9'-0 AF035 AF720 60° 20'-0 IS NOT REQUIRED WHEN BRANCH LINES ARE SUPPORTED BY HANGER RODS LESS THAN <br /> SB-7 8" SCH10 /a" SCH40 9'-0" AF730 AF720 60° 45'—Q" 6" LONG MEASURED BETWEEN THE TOP OF THE PIPE AND THE POINT OF ATTACHMENT —ALL THREAD ROD(E) AGE He s9H HANGER LEGEND <br /> TO THE BUILDING STRUCTURE. NUT&WASHER ````���� (SEE PLAN FOR LENGTH) TRAPEZE RING A "U" HOOK <br /> SB-8 6" SCH10 11A" SCH40 9'-0" AF730 AF720 60' 80'-0" 3. 36 INCHES MUST BE MAINTAINED BETWEEN ESFR SPRINKLER DEFLECTORS AND TOP OF SIZE PER B COACH SCREW ROD <br /> SB-9 4" SCH10 1" SCH40 10'-6" AF730 AF720 60° 80'-0" STORAGE PER SECTION 8.12.6 D BM. CLAMP W "STRAP <br /> 4. HVLS (HIGH VELOCITY LOW SPEED) FANS SHALL BE CENTERED BETWEEN 4 ESFR .F ALL THREAD ROD E EYELET <br /> SB-10 4" SCH10 " SCH40 10'-6" AF035 AF720 60° 0'-0" (LENGTH PER PLAN) <br /> SB-11 4' SCH10 SCH40 10'-6 AF730 AF720 60° 80'-0 SPRINKLERS AND LOCATED SO THAT THE TOP OF THE FAN BLADES ARE LOCATED A F FLUSH SHELL <br /> MINIMUM OF 36' BELOW THE SPRINKLER DEFLECTORS. HVLS FANS SHALL BE WIRED TO HANGER RING SIZE PER PLAN G CEILING FLANGE <br /> SB-12 6 SCH10 11/4 SCH40 9'-0 AF035 AF720 60° 10'-0 SHUT DOWN UPON ACTIVATION OF SPRINKLER SYSTEM WATER FLOW SWITCHES. RICHEST BRANCH LINE LABEL a PIPE c PIPE' HOLE HOLE HOLE H SIDE BEAM BRACKET <br /> SB-13 4' SCH10 11/4" SCH40 9'-0" AF035 AF720 60' 10'-0" ON SYSTEMNO. HOLE DIM. LENGTH SPAN &SCHEDULE SIZE DIM. SIZE K SHORT CLIP <br /> M ALL THREAD Roo <br /> SB-14 6" SCH10 11/4" SCH40 9'-0" AF035 AF720 60° 20'-0" <br /> AGE 7930ECA T 1'-3" T-K T-Or 21h"m SCH.to 9/16" 61h' 9/16" N TOGGLE NUT <br /> SB-15 4' SCH10 1" SCH40 10'-6" AF035 AF720 60' 40'-0" ECCENTRIC DRAIN CAP AUTOMATIC AIR VENT P POWDER DRIVEN STUD <br /> SB-16 8" SCH10 " SCH40 3'-6" AF035 5/Bx33/a K6T72 60° 25'-0" W/1"POE W/END CAP Tz r-3 -s" T-0' z"o SCH.10 7/16' s72" 7/16' R EXPANSION BOLT <br /> SB-17 8" SCH10 1" SCH40 3'-6" AF730 5/8X33/4 KBTz2 60° 25'-0" S PIPE SPIKE <br /> T <br /> AUTOMATIC AIR VENT HANGER TYPE'T' V <br /> r NO SCALE NO SCALE W <br /> X <br /> 21 Vh 2'h 1h n 21 11 21h 2 21h xn 2'h 2'h n 21h 21h 'h xn ��2n xn ]fA T <br /> l0 8-6 I-0 B-6 10 II-0 -6 6 9-0 9-B -0 10-0 3-6 6 5-6 4-6 l0-0 C-B <br /> -n I sn 2 <br /> 6 6 �t <br /> REMOTE AREA 3 7 5 Tz ASC FIG AF720 STRUCTURAL ATTACHMENT CITY OF EVERETT <br /> APPROVAL REQUIRED <br /> (12)K17 ESFR SPRINKLER HEADS 0 ASC FIG AF120 STRUCTURAL ATTACHMENT W/ASC FIG.AF700 SWIVEL ATTACHMENT <br /> 21 21h 2N O N <br /> 10 2' 0 'h O 21h O 2' HYDRAULICALLY CALCULATED TO 2'h n 2'h o 2n "h 21h f 2N 2N 22. �W/ASC FIG.AF700 SWIVEL ATTACHMENT SWAY BRACE ATTACHMENT <br /> 8-6 9-0 9' -fi 6- I-0 8-6 1' PROVIDE A 52 PSI MIN.E.H.P. 9-6 -0 10-0 3-6 4 6 5-fi 4-6 10-0 iF3 <br /> SWAY BRACE ATTACHMENT <br /> 3 <br /> 1-6 FLOW AT NODE(BR3): 1,458.4 GPM® 115.4 PSI 1-6 <br /> B ' ' HASS FILE: IPT-SUMNIER-SyS3 BAR JOIST <br /> D JOIST GIRDER <br /> .� ®p TEMP RnilxG(F) <br /> 2 zn 2'h ! O n z O n O, zn OFIR z%l zn zn z'h RRIz'h n zn zn n 2. o zn zn •2'!2 - MINIMUM ANGLE FROM s 0 <br /> To- Rii <br /> • 8-B 9-C • 9-C -fi 6- • 1-0 8-6 10 • II-0 •-6 6 9-0 9-6 • •3-6 6 5-fi 4-6 • l0-0 0.6 VERT DPL PLANE 112' y /2' 1" <br /> SCR.40 PIPE <br /> o le m SCH.40 PIPE--" CE <br /> 21 21h 2'h n n 2' 1h 21h 2 21h 2n 2'h 2'h n 21h •21h 'h 2n _24 • 2. • BAR JOIST 500' /2• ,/p• <br /> 10 8-6 -6 - I-0 8-6 2n t0 II-0 •-6 6 9-0 9-6 Zh -0 10-0 3-6 6 5-6 4-6 10-0 0.6 - <br /> 1-6 1-6 FITTING LEGEND <br /> SYSTEM #3 b // P PIPE-O-LET <br /> ASC FIG AFO3SJ ASC FIG AF730 f SH GROOVED SHAPED NIPPLE <br /> S-I 0 1'-0' SWAY BRACED SWAY BRACE ATTACHMENT TOM THREADED SHAPED NIPPLE <br /> (LATERAL EO BRACE) (LONGITUDINAL EO BRACE) <br /> 2 2n 2'h n n 2' 1h 21h 2' zn 2n 2'h 2'h n 2'h 2n 'h 2n 2n 21 •2'g SPRINKLER MAIN ADM ADJUSTABLE DROP NIPPLE <br /> 10 8-6 9-0 9-0 -fi 6- I-0 8-6 10 II-0 •-6 6 9-0 9-6 -o IG-0 •I-6 6 5-fi 4-6 • Io-0 b6 <br /> • • � � O FLG FLANGE <br /> TYPICAL HANGER TO BE I s 6 All FIG AF720 STRUCTURAL ATTACHMENT RC REDUCING COUPLING <br /> W/ASC FIG.AF700 SWIVEL ATTACHMENT <br /> 6D'U.N.O. ASC FIG aF 20 00 SWIVEL <br /> ATTACHMENT STRUC or To INCHES <br /> SWAY BRACE ATTACHMENT /-� ux[ or PIP[ IN cxEs <br /> OO J= �W/ASC FIG.AF700 SWIVEL ATTACHMENT <br /> LCJ 21 21h 2'h 1h n 2' 1h 2'h 21 1h 21h 2'h 2'h n 2'h 21h 'h xn 211 211 • SWAY BRACE ATTACHMENT r qw- EANTXWAI(E BRACE <br /> 10 • B-6 9-0 • 9-O -6 6- • I-0 B-6 • 10 • - •-6 6 • 9-0 9-6 • -0 10-0 •1-6 6 6-6 4-6 • l0 <br /> BAR JOIST 1 f 1-WAY FARTNOU( BRACE <br /> zn 2n 3 1 10/22/23 1 <br /> 5 JOIST GIRDER 1 SPRINKLER LEGEND <br /> ,R IwwN 1 <br /> '0' o MINIMUM ANGLE FROM o U laww 1 SPRINKLER <br /> 21 2n 2'h 4k 44 2' n 2n 2 2n 2n 2'h 2'h n 2'h •2n 'h 21h 21h • 2n •2'h $DH.40 PIPE VERTICAL PLANE L� �O� - z K' ORIFICE SIZES 2 <br /> 10 8-6 9-0 9-0 -fi 6- I-O 8-6 10 II-0 •-6 6 9-0 9-6 -0 10-0 3-6 6 5-fi 4-6 1C-0 0:6 Y I(jop -c 1 AND TYPE w <br /> Q 1/z <br /> 1-6 1-6 b _ 11 BAR JOIST SCH.40 PIPE w � �°-° a,' z i15 <br /> s T T T$PRAY O • 1" <br /> V d <br /> ® ti Q KO i IJ ❑ A 3/4 <br /> 2 21 211 n n 2 n 2n 2' 2n 2n 2'h 2'h n 2n 2n 'h 2n 2n3 21h •2'g ~ 1 U o 4 0 zl 3x SPRAY O <br /> _gE41 SPRINKLER MAIN�� DO '°'„�,a a ❑ 1 <br /> 10 8-6 6• 9-0 9-0 -fi 6- I-0 8-6 10 II-0 •-6 6 9-0 9-6 -0 IG-0 •3-6 6 5-fi �0 4-6 • l0-0 0-6 // 1 u Al pl 1 3 I I a Q 1/2' <br /> I s 1 6 AS FIG AF035-1 SWAY BRACE ATTACHMENC FIG AT T c� x e Is z WD["'^LL ® t• <br /> A SWAY BRACE ATTACHMENT (LONGITUDINAL E0 BRACE) 1 t° <br /> (LATERAL ED BRACE) r s DRY TYPE <br /> SPRINKLER HEAD LEGEND <br /> 56'—C 28'-0" 28'-0" 56'—C LATERAL EQ BRACE LONGITUDINAL EQ BRACE 3Y MANGE. MDDEL ON TYPE NDD Dr. X READ 6W x LLI, Qtt <br /> WENCH SIZE FACTOR FINISH DNISH <br /> NO SCALE NO SCALE I] RFIAE JLI7 RA1914 ESFR JI 3/4• 16RK BONZE N/A 16T 368 <br /> 12 13 14 15 <br /> N - N <br /> O O O 2. 211 2. 2n 2'g 'h r 2'�11 2n n 2n 21 xn 'h '/z 2n n 2n 21h 'h Ri­'h 2 n xn 2n 2n 2n 2n 2 2 2'h 2'h n 2n 'h 'h 2n 2 <br /> -fi• 8-0 • 6 I-6 6-6 2-• 9-0 8-6 • 1-C 6-6 3 6• 9-0 • 9-0 •]6 J-6 • 1-0 J-6 fi 9-0 • 9-0 -6 6- • 1-0 8-fi • 9- • 9-0 • 5-6 10-0 10 •3- ]-6 9-0 • -6 11-0 • -0 •]6 6-6 10 <br /> ESFR SPRINKLER �„ 'K V1- G-C <br /> HEAD � QQ *G ON *r 1-6 - 0-6 <br /> BRANCHLINE aj"Alll. 7 <br /> 0 1-O" TOTAL 368 <br /> E� Q Q 0 61 B-O 6 6 616 1h 9 G 6 6 0 6 6 6 9-0 9_G 6 6 0 6 6 9-0 9-0 6 6- 8 6 n 9_G 9-0 6 10'_0 0 1 6 9-0 6 2n �0 6 6 6 0 OUAUtt CONTROL B GATE <br /> UNIT HEATER ❑ 0 - APPROVED FOR iABMCABW BY DATE <br /> ALL GENERAL NOTES <br /> J3 MATERIAL AND fWIPMFNT TO BE NEW AND UL LISTED OR FM APPROVED. <br /> BRANCHLINE Oo• 2n •2' �2N ~21h 2'h• 'h •2' 2n n ^ 21h 2 2N 'h 'h 2% 1g 21g 2% 'h 'h 21 N 2N 21h 2n • 2n 2n 2' •2' 21h 21h n 2% 'h 'h 2n 2A D 2. PIPE DINENSIONS ARE CENTER TO CENTER EXCEPT RISERS&DIMENSKINS <br /> 0-fi 8-0 7-fi fi-6 2- 9-0 8-fi .1 1-0 6-6 3 6• 9-0 9-0 •3 6 J-fi 1-0 J-fi fi 9-0 9-0 -6 6- 1-0 8-fi • 9- 9-0 5-fi • 10-0 10 3- )-6 9-0 -fi 11-0 -0 •3 6 6-6 10 SHOWN THUSLY O-%)WHICH ARE END TO END. <br /> dr T T r~ J� �1--B 1- � 3. fARTHOUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH <br /> BI#4. (\T7/ NFPA PAWPHIET NO 13,2016 FOITION. <br /> ESFR SPRINKLER O 4. PIPEPNnNGENS AND METHOD OF HANGING TO BE IN ACCORDANCE Will <br /> zn z r xn z'h zn 'h z' zn n x1h 21 xn 'h 'h 721h 1h zn x1h 'h n z n xn 21n xn zn zn 2' 2' 2'h 2'h n x1h 'h 'h 2n z 13,20I6 BOTTOM. <br /> HEAD xr A PANPxIEr NO. <br /> 0-6 8-0 6 7-6 6-6 2- 9-0 8-8 1-0 6-6 3 6• 9-0 9-0 •J 6 7-6 1-0 7-6 B 9-0 9-0 -8 B- 1-O B-6 9- 9-0 5-8 10-0 10 •3- 7-8 9-0 -B 11-0 -0 •J 8 6-8 10 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13,2016 EDITION <br /> �T 1•-0' 1'-D" 2n 2n 2n G. NIITH GN 11111 ALRFxo.i THREADED B o IOEO,3N-R IN ACCORGAII. <br /> KANN <br /> '.TITLE b SYSTEM #3 7. OWNER TO PROVIDE ADEQUATE HEAT INARM PROTEC2D BY A WET PIPE SPRINKLER <br /> UNIT HEATER PLACEMENT 0 1� MTO PREVENT WA RIX PIP ROM iRF LNG. <br /> 2n 2n 2' T 244 2n 21h 'h •2' 21 n 2n 2 2N 1h 'h 2n n 2n 2n n n 2 44 2N 21h 2n 2n 2n 2' •2' 21h 21h n 2N 'h 'h 2n 2 LL WIRING Of ELECTRICAL DEVICES(IF AEOUIRED)TO BE PROVIDED <br /> )_6 8-0 • 6 7-fi 6-6 2- 9-0 8-6 1-0 6-6 3 6 9-0 9-0 3 6 7-6 - 7-fi 9-0 9-0 -6 6- I-0 8-6 9- 9-0 5-6 10-0 10 3- 7-6 9-0 -6 "_A -0 6 6-6 10 BY OTHERS. <br /> NO SCALE • • • • •' � 9. PAINTING Or PIPE&EQUIPMENT(IF REWIRED)TO BE PROWGED <br /> fh TYPICAL HANGER TO BE 1-6 1- Q-fi BY <br /> OTHER6. <br /> r b 10.FURRING OF PIPE&EOUIPMENT(IF REQUIRED)TO BE PRWIOED <br /> USE 1/1"ANVIL G.92 Q e YYY '6D'U.N.O. BY OTHERS. <br /> TOP BEAM CLAMP <br /> W/10"RETAINER STRAP Ln ORn I• 2n 2 2n 21 2 2'h 'h 2 2n n 2n 2 2n 'h 'h 2n n 2n 2n 'h 2 1h 2111 2n 2n 2n B BE, 2n 2 2 2'h 2'h n R2. 'h 'h 2n 2 <br /> FOR 6"&✓r PIPE fi 8-0 6 ]-0 4- - x-6• 9-0 B-6 1-0 6-6 }6• 9-0 9-0 •]6 J-fi 1-0 J-fi fi 9-0 9- -6 6- 1-O 8-fi 9- 9-0 • 5-6 10 •]- J-6 9-0 -6 - -0 •]6 6-6 10 DESIGN CRITERIA <br /> �'r 1-6 - G-B <br /> STEEL DECK 3/8'ANVIL FIG.92 _ <br /> TOP BEAM CLAMP ~m q <br /> SPRINKLER PIPE— W/8"RETAINER STRAP o SEE NOTES SHEET FP-1 <br /> FOR PIPE 4"&SMALLER 2 xn 2 2. 21h 2'h 'h 2'�11 2% n xn 2 xn 1h 'h xn n Pn xn n n 2 n xn 2n 2% 2% 2n 21 21 2% 2'h n 2n 'h 'h 2n 2 <br /> 0-6 B-0 6 7-6 6-6 2- 9-0 B-B 1-0 6-6 3 6 9-0 BIG 9-0Bil 6 7-6 1-C 7-6 9-G 9-0 -6 6- 1-0 BIG B-6 9- 9-C 5-6 10-0 Ill 3- 7-6 9-0 -6 10 <br /> STEEL BAR JOIST 3/e•ALL THREAD ROD 1— z 6 z� o s <br /> FOR PIPE 4"&SMALLER 1112 (/IY�) b <br /> y{ALL THREAD ROD T 7 <br /> FOR 6"&8"PIPE �- -z <br /> ANVIL FIG.69 (SEE PLAN FOR LENGTH) g/ _ sTfi �r ` l <br /> RING HANGER 3_0 2n 2' O21h 2'h 1D2'h• 'h •2' 2n n f 2% 2 2N 'h 'h 2n N 21g 2N n • n 2 N 2N 2N 2N 2N 2n 2' •2' 21h 21h n 2N 'h 'h 2n 2 PIPE NOTES <br /> (SIZE PER PLAN) m 8-0 6(5-5j 6 etiS 7-6 6-6 2- 9-0 8 3 6• 9-0 9-0 • 6 7-fi 1-0 7-fi fi 9-0 9-0 -6 6- 1-0 8-6 • 9- 9-0 5-6 • 10-0 10 3- T 9-0 -6 11-0 -0 • 6 6-6 10 <br /> • c E - r r� ,_ 1. WELDED/GROOVED MAIN PIPING TO BE SCH10 BLACK <br /> A e 2. WELDED/GROOVED BRANCHLINES TO BE EDDY FLOW <br /> 9 A 3. THREADED PIPING TO BE SCH40 BLACK <br /> HANGER TYPED' <br /> NO SCALE REVISIONS <br /> 56'-0" 56'-0" 56'-0" 56'-0" 56'-0" <br /> NO DATE BY DESCRIPTION <br /> 7 8 G 10 11 12 <br /> NOTE: THIS IS AN EARLY SUPPRESSION FAST RESPONSE SPRINKLER SYSTEM. BRANCHLINE & SPRINKLER 2' 10' <br /> HEAD LOCATIONS ARE CRITICAL. E.S.F.R. SYSTEMS REQUIRE SPECIAL CONSIDERATION REGARDING SYSTEM#3 <br /> PLACEMENT OF LIGHTING, DUCT WORK, PROCESS PIPING, ELECTRICAL CONDUIT RUNS, ETC. SCALE:3/32"=17 J <br /> SPRINKLER PIPING CAN NOT BE ROUTED AROUND OBSTRUCTIONS DUE TO INCREASED FRICTION LOSSES, 0' 5' 20' <br /> OR LOWERED FROM ROOF STRUCTURE DUE TO CODE REQUIREMENTS. IT IS UNDERSTOOD THAT SCALE 3/32"=1'-0" coNTRACT WITH: <br /> REQUIRED COORDINATION WITH THE ROOF STRUCTURE, JOIST PANEL POINTS, JOIST BRACING, DUCT WORK, FOUSHEE & ASSOCIATES COMPANY, INC. <br /> LIGHTING, ELECTRICAL CONDUIT, AND OTHER PIPING WILL BE ACCOMPLISHED TO PROVIDE THE ESFR OBSTRUCTION CRITERIA 3240 - 118TH AVE SE <br /> CLEARANCE REQUIRED FOR FOR AN E.S.F.R. SYSTEM. 1 BELLEVUE, WA 98005 <br /> MATTHEW CHILES: 425-746-1000 <br /> NOTE: <br /> IF THE OBSTRUCTION IS 2C OR GREATER BELOW NOTE: NOTE: NOTE: <br /> THE SPRINKLER DEFLECTOR,DISREGARD IT IF THE THE SPRINKLER MUST BE AT LEAST 12' THE SPRINKLER MUST BE AT LEAST 12" THE SPRINKLER MUST BE AT LEAST 24• NOTE: PROJECT NAME: <br /> DEFLERC OR�THE S RSNKL 24"ER MUSTBBEO AT LEAST <br /> SPRINKLER ROOF DECK pORiHENO LLY FROM BSTRUCTIONTME EDGE ROOF DECK OCRTH�N LLY FROM OBSTRUCPONTHE EDGE ROOF DECK OCRTH�NTALLY FROM BSIRUCPONTHE EDGE THE SPRINKLER MUST BE AT LEAST 12" ROOF DECK <br /> ROOF DECK HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION. ROOF DECK HORIZONTALLY HE OB�STRUCTOIONTHE EDGE <br /> SEAWAY COMMERCIAL CENTER <br /> .� SYSTEM #5 m <br /> SYSTEM #2 7007 SEAWAY BLVD <br /> CODTNUOUS NOR. CONTINUOUS FOR 2 it M,3 EVERETT, WA 98203 <br /> YCONTINUOUS NOR OR'%'STEEL JOTS �OR X'STEEL JOIST I. <br /> - Y SYSTEM #4 <br /> OR X'STEEL JOIST BRIDGING BRIDGIN r/1 <br /> BRIDGING - SYSTEM #1 J <br /> SYSTEM #3 PATRIFPo99CF <br /> 0 3/4"TO 11/a"WIDE 12 12 UP TO' WIOEE 12" 7T' WWW.PATRIOTFIRE.COM <br /> I 1 4"TO Y WIDE 12' 12"12" CONDUIT OR PIPING OR OR CONDUIT OR PIPING OR OR 2°THIRD 12'WIDE 12' 12' <br /> / OR OR PARALLEL TO SPRINKLERS GREATER GREATER 24" 24" T= DUCT,CABLE TRAY,ET <br /> MERIOT <br /> CONDUITOR PIPING PARALLEL TO SPRINKLERS GREATER GREATER GREATER THAN I2' GREATERTHAN OR OR 2'THRU 12'WIDE pietrod®patnotfirocomPARALLEL TO SPRINKLERS GREATER GREATER LOCATED THRU 24'WIDE OR OR 12"THRU 24" 2'THRU 12"WIDE, 12' 12 E2'THRU 12"WIDE GREATER GREATERPIPING <br /> FOR ALL OBSIRUCPON3 LOCATED L�SSATHANB4TRBE OWN SPRINKLER DUCT,CABLE GREATER GREATER pIPE OR PIPE DUCT,CABLE TRAY,EFC. OR OR PIPINGFOR ALL OBSIRUCPONS LOCATED LESS THAN 16"BELOW SPRINKLER GREATER GREATER ECTION,INC. <br /> LESS THAN 24'BELOW SPRINKLER TRAY,ETC. RACK KEY PLAN 2707 71IT11 AVENUE EAST TEL (253) 926-2290 <br /> CONTINUOUS OBSTRUCTIONS CONTINUOUS OBSTRUCTIONS CONTINUOUS OBSTRUCTIONS CONTINUOUS OBSTRUCTIONS CONTINUOUS OBSTRUCTIONS TACOMA, WA 98424 FAX: (253) 922-6150 <br /> 1114"TO 2"WIDE 3W'TO 1114"WIDE 0"T03/4"WIDE GREATER THAN 12"TO 24"WIDE 2"TO 12-WIDE NO SCALE 11....�� <br /> NO SCALE NO SCREE NO SCALE NO SCALEND SCALE I 1 I DESIGNER PIETRO DEMONTE SHEET <br /> T E E DATE 10-22-2023 5 OF 7 FP-5 <br /> a_ JOB NO. 11-2410 <br />