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SEISMIC BRACING LEGEND USE va ANVIL FIG.CLAMP 92AMP ` City of Everett Permit Review
<br /> TOP BEAM CL EVERETT Status:Reviewed for Permit
<br /> W/11r RETAINER STRAP 11/02/2023 3:00:19 PM
<br /> SIZE OF PIPE BRACE PIPE BRACE PIPE ATTACHMENT STRUCTURAL MINIMUM MAXIMUM FOR 4°PIPE
<br /> BRACE NO. TO BE BRACED SIZE & LENGTH MAX LENGTH TO PIPE ATTACHMENT BRACE ANGLE SPACING B
<br /> 'C'SPAN USE Vs°ANVIL FIG.92
<br /> SB-1 8" SCH10 1 IA" SCH40 9'-0" AF035 AF720 60` 40'-0" GENERAL NOTES A WZlU'TIP B M CLARPSTRAP
<br /> SB-2 8 SCH10 11/4 SCH40 9'-0 AF730 AF720 60` 42'-0 1. 16.8K ESFR SPRINKLERS SHALL BE INSTALLED PER NFPA 13 SECTION 8.12. 16.8K FOR s'&T PIPE
<br /> SB-3 8 SCH10 11/4 SCH40 9'-Q AF035 AF720 60` 40'-0 ESFR SPRINKLERS SHALL BE INSTALLED SO THE DEFLECTORS ARE NOT MORE THAN 14"
<br /> AND NOT LESS THAN 6" BELOW THE CEILING PER NFPA 13 SECTION 8.12.4.1.2 11"ATR 59z ATR
<br /> SB-4 6" SCH10 1" SCH40 10'-6 AF035 AF720 60` 40'-0' 2. BRANCH LINES ARE TO BE INSTALLED PER SECTION 9.3.5.5.10. LATERAL SWAY BRACING 'D•PIPE SIZE
<br /> SB-5 6" SCH10 11A" SCH40 9'-0" AF035 AF720 60` 10'-0" IS NOT REQUIRED WHEN BRANCH LINES ARE SUPPORTED BY HANGER RODS LESS THAN
<br /> 6" LONG MEASURED BETWEEN THE TOP OF THE PIPE AND THE POINT OF ATTACHMENT —ALL THREAD ROD(E) HANGER LEGEND
<br /> SB-6 4 SCH10 11/4 SCH40 9'-0 AF035 AF720 60` 20'-0 TO THE BUILDING STRUCTURE. NUT&WASHER ````� (SEE PLAN FOR LENGTH) TRAPEZE 9HHG A "u" HOOK
<br /> SB-7 8" SCH10 11A" SCH40 9'-0" AF730 AF720 60" 45'-0" 3. 36 INCHES MUST BE MAINTAINED BETWEEN ESFR SPRINKLER DEFLECTORS AND TOP OF SIZE PER D' B COACH SCREW ROD
<br /> SB-8 6 SCH10 1IA SCH40 9'-0 AF730 AF720 60` 80'-0 STORAGE PER SECTION 8.12.6 D BM. CLAMP W "STRAP
<br /> T 4. HVLS (HIGH VELOCITY LOW SPEED) FANS SHALL BE CENTERED BETWEEN 4 ESFR .F ALL THREAD ROD E EYELET
<br /> SB-9 4' SCH10 1" SCH40 10'-6" AF730 AF720 60° 80'-0" (LENGTH PER PLAN)
<br /> SPRINKLERS AND LOCATED SO THAT THE TOP OF THE FAN BLADES ARE LOCATED A F FLUSH SHELL
<br /> SB-10 4 SCH10 1 SCH40 10'-6 AF035 AF720 60" 10'-0 MINIMUM OF 36' BELOW THE SPRINKLER DEFLECTORS. HVLS FANS SHALL BE WIRED TO HANGER RING SIZE PER PLAN G CEILING FLANGE
<br /> SB-1 1 4 SCH10 1 SCH40 10'-6 AF730 AF720 60° 80'-0 SHUT DOWN UPON ACTIVATION OF SPRINKLER SYSTEM WATER FLOW SWITCHES. H SIDE BEAM BRACKET
<br /> RICHEST BRANCH LINE LABEL A PIPE c PIPE SIZE HOLE HOLE HOLE
<br /> SB-12 6" SCH10 11A" 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 ROD
<br /> SB-13 4' SCH10 1 IA" SCH40 9'-0" AF035 AF720 60° 10'-0" AGE 7930ECA T 11-3' -s T-Or zvz'0 SON.10 9/16" 61h' 9/16" N TOGGLE NUT
<br /> 1 ECCENTRIC DRAIN CAP AUTOMATIC AIR VENT P POWDER DRIVEN STUD
<br /> SB-14 6" SCH10 1 A" SCH40 9'-0" AF035 AF720 60° 20'-0" W/END CAP Tz r-3 -s" T-O 2•M SCH.10 7/16" five• 7/16"
<br /> SB-15 4' SCH10 1" SCH40 10'-6" AF035 AF720 60` 40'-0" W/' P0L R EXPANSION BOLT
<br /> S PIPE SPIKE
<br /> SB-16 8" SCH10 1" SCH40 3'-6" AF035 %x33A KBTZ2 60° 25'-0" T
<br /> SB-17 8" SCH10 1" SCH40 3'-6" AF730 5/8x33/4 KBTZ2 60" 25'-0" AUTOMATIC AIR VENT HANGER TYPE'T' V
<br /> v
<br /> NO SCALE NO SCALE W
<br /> X
<br /> Y
<br /> 2Be—2Vz 21h N O N 2 O N 0 2N O 21 2N 21h 21h 21h 1h 2N 2N Ih 244 'c 21h 241 21g 2
<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 10-0 3-6 6 5-fi 4-6 10-0 0-6
<br /> I I-6 I
<br /> APPROVAL REQUIRED
<br /> ASC FlG AF120 STRUCTURAL ATTACHMENT CITY OF EVERETT
<br /> REMOTE AREA 4 tt ASC FIG AF120 STRUCTURAL ATTACHMENT �W/ASC FIG.AF700 SWIVEL ATTACHMENT
<br /> W/ASC FIG.AF700 SWIVEL ATTACHMENT SWAY BRACE ATTACHMENT
<br /> 0 0 I (12)K17 ESFR SPRINKLER HEADS SWAY BRACE ATTACHMENT
<br /> n 21 21n zIh v. 1n 21 1h zIh z1 HYDRAULICALLY CALCULATED TO zIh W z1h 21n Ih zW 21n x1n 2W
<br /> TO- 11 8-6 9-0 9-0 -6 6- I-0 8-6 10 PROVIDE A 52 PSI MIN.E.H.P. 9-6 -a IO-0 3-6 6 5-6 4-6 10-0 0-6
<br /> OO JOTS GIRDER BAR JOIST
<br /> FLOW FILE:
<br /> NODE(BRA): 1,458.4 GPM® 115.2 PSI 'T TEMP RATING(F)
<br /> HASS FILE: IPT-SUMMER-SYS4 _ TR 3 N �d
<br /> 0 1-or MINIMUM ANGLE FROM s 0 1�'
<br /> Q ® ® I U. VERTICP PLANE ��
<br /> 2 EN 210 44 4h 21 1h 21h IN 2 2N 2N Ih 21h 21h N 21h 21h Ih 2% 2N 2N 21h $CH.40 PIPE
<br /> 10 8-6 9-0 9-0 fi —6 8-= 10 II-0 -6 6 9-0 9-6 -0 10-0 3-6 6 5pfio 4-6 10-0 x86' N 6 I• ®I/x'
<br /> L J 6 l 8130' I• 1•
<br /> Tx m SCH.40 PIPE--" - BAR JOIST Boo,� /2° �1/z•
<br /> 21 21n 21h W 4z 21BIT W z1g z1 21h "Pr21n zIh zIh n 21h 21h Ih z2. r 21n 21h 21A ~ FITTING LEGEND
<br /> 10 8-6 9-0 9-0 -6 6- I-0 8-6 10 FI II-0 �-6 6 9-0 9-6 -0 IG-0 3-6 1 6 5-6 4-6
<br /> y 2 6 ti P PIPE-O-LET
<br /> 6 -�,1 ��1 A$G FIG AF035 AS C FIG AF730 f SIN GROOVED SHAPED NIPPLE
<br /> SYSTEM #4 .� SWAY BRACE ATTACHMENT SWAY BRACE ATTACHMENT TSN THREADED SHAPED NIPPLE
<br /> C c J=^ (LATERAL EO BRACE) (LONGITUDINAL EO BRACE) SPRINKLER MAIN
<br /> ADN ADJUSTABLE DROP NIPPLE
<br /> 21GKI 2% 21h_GKI N % 21 1h 21h 2 21h 2Vi 21h 21h 1g 21h 21h Ih 2N 2Vi 2Vi FUG FLANGE
<br /> 10 8-6 9-0 9-0 -6 - 1-0 8-6 10 1,% -6 6 G-o21h 9-6 -0 121h Vh 6 5-6 2% 10-0 ,0�-B RC REDUCING COUPLING
<br /> 6 21n 21n O m ASC FIG AF120 STRUCTURAL ATTACHMENT
<br /> TYPICAL HANGER TO BE 6 6 -1
<br /> ,o ~ W/ASC FIG.AF700 SWIVEL ATTACHMENT All
<br /> FIG AF720 STRUCTURAL ATTACHMENT
<br /> (� $TRUCTUR[ TO iXMFR
<br /> 7 SWAY BRACE ATTACHMENT W/ASC FIG.AF700 SWIVEL ATTACHMENT /-' uxE or PIPE IN cxEs
<br /> 6D'U.N.O. SWAY BRACE ATTACHMENT ————--——� WAY EARTH a xE BRACE
<br /> 2 2V. 21h N N 21 Ih 21h 21 2N 244 21h 21h y 21h 2V. Ih 24z 1+244 244 21h BAR JOIST i 10/22/23 u n 1 1-WAY FARTXWM(E BRACE
<br /> 10 8-6 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 4-6 10-0 0-6 J015T GIRDER Z
<br /> -6 6
<br /> _ jww j SPRINKLER LEGEND
<br /> Q Tz o MINIMUM ANGLE FROM o U laww 6 1 SPRINKLER w
<br /> 21 21n 21 V. W 21 1h zh 2 21n zv. 21 21h W Vh 21n Ih z1n m z1n xy 2'!t SCH.40 PIPE�- VERTICAL PLANE L� lioz 1 p ORIFICE SIZES o F N
<br /> 10 8-8 9-0 9-0 -6 6- I-0 8-6 10 II1 -6 6 9-0 9-B -O I0-0 3-6 B 5-6 4-6 10-0 C-6 Y ~ H Oop - �E= AXD TYPE w
<br /> 1h 244 - - W 11-pw ry 1
<br /> -6 1-6 b -13 BAR JOIST SCH.40 PIPE w °-° J m T is e 1s T SPRAY O
<br /> ® o V
<br /> SB 1 ~ I U o 4 0'� L I 32 SPRAY O
<br /> CD 2 21h 4h 4h 21 Ih 21h WIN2 2 2N 21h 21h N 21h 2Vz Ih 21h 2Vx3 2N 21h SPRINKLER MAIN------
<br /> 2% N ._K ❑ 1"
<br /> LCJ 10 8-6 9-0 9-0 -fi 6- I-0 8-6 10 -0 -6 6 9-0 9-6 -O 10-0 3-6 6 5-fi 4-6 10-06 1 p y n m a 1E1
<br /> ASC FIG AF730 // 1 ¢a a wl T e 16 T SO—
<br /> • ASC FIG AFO35 SWAY BRACE ATTACHMENT) L-------AJ ® t°
<br /> CHMENT
<br /> r SWAYHATERAL EDA BRACE) (LONGITUDINAL ED BRACE) 1" 1 DRY TYPE t°
<br /> ®. t.
<br /> 56'—O" 28'-0" 28'-0" 56'—O" LATERAL EQ BRACE LONGITUDINAL EQ BRACE SPRINKLER HEAD LEGEND
<br /> SYY WWUF. YODEL SW TYPE WENCH
<br /> MRfEO N HNIS FRNI 1FV Ott
<br /> WFFXCH SIZE FACTOR FINISH FlNIBH
<br /> NO SCALE NO SCALE I] RELIABLE JLI7 RA1914 ESFR JI 3/4• 16.8K BONZE N/A 16T 368
<br /> 12 13 14 15
<br /> 1-
<br /> Vl = N
<br /> ED O O Del,
<br /> 2% 111 21h 21h 2N Ih 21 2N N 2N 2 24z N Ih 2N N 2N 2Vz N BilN 2 F* 24z 2Vz 2N 2N 24h 21 21 2N 2N N 2N IhBill Ih 2N 2
<br /> ESFR SPRNKLER0-6 I 8-0 10-0 4-6 N 9-0 8-6 t-0 8-6 xh 9- 9-0 5-6 2n 10-0 10 2h 6 6-6 10
<br /> HEAD - 2-0 � 1-6 - 0-6
<br /> BRANCHLINE T (7) 5
<br /> 1-� T TOTAL 368
<br /> 8v6 R
<br /> E� Q EQ h h h f N h y N N 21h 2 F�. 21 21h 21h 21h h h 2 OUAUtt CONTROL B GATE
<br /> 0-fi-fi 8-0 10-0 4-6 , 9-0 8-fi 1-0 6-fi 3 6 9-0 9-0 J 6 J-fi 1-C 7-fi fi 9-0 9- -6 6- 1-0 8-fi 9- 9-0 5-fi 0-0 10 J- )-6 9-0 -fi II-0 -0 J 6 6-6 10 APPROVED FOR FABRICATON BY DATE
<br /> UNIT HEATER r 5a�3O
<br /> 2-0
<br /> IT GENERAL NOTES
<br /> CL3 1, ALL 1111N AXD EWIPMFNT TO BF NFW AND IL 1111 OR FM APPROVED,
<br /> BRANCHLINE O J' 2. PIPE DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS&DIMENSONS
<br /> j[y1 2N O 00 21h 21h Ih 21 2N N 2N 21 2% � 41 Ih 21h � N 2N 21h � Ih Ih 2 � % 2% 21h � 2N 2N 2N 21 21 21h 21h � N 2N. � Ih Ih 2N 2 SHOWN 1HUSLT(%-X)WHICH ARE END TO END.
<br /> 0-6 8-0 IO-0 4-6 2- 9-0 8-6 1-0 6-6 3 6 9-C 9-O J 6 J-6 1-O J-6 fi 9-C 9-O -6 6- 1,_
<br /> -O 8-6 9- 9-O 5-6 10-0 10 3- ]-6 9-O -6 11-0 -0 -J 6 6-6 10
<br /> m_12 21h 244 244 02Vz 3. fARTHOUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WON
<br /> NFPA PAAPNET NO 13,2016 FOITION.
<br /> ESFR SPRINKLER On 7 d. PIK HANGENS AND METHOD OF HANGING TO BE IN ACCORDANCE WRH
<br /> NF A RAAPHLET NO.13,2016 FOITION.
<br /> HEAD 21h zvR 21n zIn zlg, Ig ,z1 zvR n m zm z z1g W Ig zm m 24h 24k�Bl W W z1g zv. zvR zvR zvR z1 ,r zvx zvx n 21g Ih Ih zvR z u,zDi6 EDRIW
<br /> 8-6 9-0 6 7-fi 1-0 2% 9-0 9-0 -6 Al- 1-0 8-6 9- 9-0 )-6 -0 6 6-6 10 PIPING SHALL BF IX ACCORDANCE WITH NFPA PAYPNLFT N0.
<br /> _ o • • •1 6 .DINING Or PIP[AND FOR"13 THREAOFD&WEWEO SHALL B:IN ACCORDANCE
<br /> SB-I1cx R-0 y� 1-6 1- 0-6 NI1H NFPA PAMPHLR X0.13,2016 EDITION. '
<br /> HAW 1 m m� ��o= " SYSTEM#4]� 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROIEGOD BY A WET PIPE SPRINKLER
<br /> UNIT HEATER PLACEMENT C \ _ ` e. LLY IEMTOPRELEM WATER
<br /> LDIX PIESES(I ROM TREE To
<br /> WIRING Of ELECTRICAL DEVICES(IF AEOUIRED)TO BE PROVIDED
<br /> 21h 2N 2Vz0 21h Ih D 2 2y y 244 2 2_, Ih Ih 244 44 2y 21h _11 O _ 2 1_ 21h 21h 2y 2y o 2 2 21h 211 y 244 Ih Ih 2y 2 ALL
<br /> O1HFR3.
<br /> No SCALE I. 8-0 10-0 4-6 T�2-&� 9-0 B-6 1-0 6-6 3 6 R 9-0 9-0 J 6 J-fi 1-0 J-6 fi 9-0 9-0 -6 6- 1-0 8-fi 9- 9-0 5-6 10-C 10 3- J-6 9-0 -6 11-0 -0 J 6 6-6 10 9. PANTING Or PIPE&EQUIPMENT(IF REWIRED)TO BE PROGGED
<br /> ti 2_0 1-B - G_B GI OTHERS.
<br /> TYPICAL HANGER TO BE 10.FURRING OF PIPE&EOUIPMENT(IF REQUIRED)TO BE PRWOED
<br /> USE 1/z°ANVIL FIG,92 Om o - '6D'U.N.O. Br OTHERS.
<br /> TOP BEAM CLAMP
<br /> NO
<br /> W/10"RETAINER STRAP 2173 zw z1h GO 21h 21h Ih z z1h W zw 2 zw 1h Ih z% % zw 2N W W z V. zw z1n T2% zw zw z1 T 211 21h w z1n Ih Ih z1h z DESIGN CRITERIA
<br /> FOR 6•&✓r PIPE 0-61 B-0 10-0 4-6 2- 9-0 B-B 1-0 6-6 3 6 9-0 9-0 6 7-6 1-0 7-6 6 9-C 9-O -B 6- 1-0 8-6 9- 9-O 5-6 10-0 10 3- ]-6 9-0 -6 11-0 -O J 6 6-6 10
<br /> BIG2- ry T xN 2N 2N
<br /> m Ix 21 'A11I1.. 2- 0-6
<br /> STEEL DECK 3/8'ANVIL FIG.92 0 m
<br /> TOP BEAM CLAMP 1
<br /> W/1C RETAINER STRAP 2N., 21h 21h 21h m 21h h 21 21h 1h m 2. 2 244 Ih Ih 244 4z 24z 244 Ih N 2 N 2N 244 2y 244 2y 21 ffF21 21n 21n 1h lffk_ 24z Ih Ih 21h 2 SEE NOTES SHEET F P-1
<br /> SPRINKLER PIPE FOR PIPE 4'&SMALLER 0-6 6-C 16-0 4-6 2- 9-0 _ 8-6 1-C 6-6 3 6 9-0 9-0 3 6 7-S 1-0 J-B E 9-C 9-0 -6 6- 1-C 8-6 9- 9-0 5-6 10-0 10 3- 7-6 9-0 -6 11-C -o J 6 6-6 10
<br /> STEEL BAR JOIST 3ZT ALL THREAD ROD - �i'-s 1-
<br /> FOR PIPE 4'&SMALLER 7
<br /> 1/2"ALL THREAD ROD oo IT 1
<br /> FOR 6"&8"PIPE w
<br /> ANVIL FIG.69 (SEE PLAN FOR LENGTH) r9 2'4I 2% zIh Ih 21h Ih z1 zW W zW 21 x1n Ih Ih zw WFIG zw 21n Ih z 1n 24k 21n zn z1n0 z1 21 zIh zvz n Ih Ih z1n z
<br /> RING HANGER La7 0-6 8-C IO-0 d-6 2- 9-0 8-8 1-O 6-6 3 6 9-0 9-O J 6 7-6 1-0 7-6 fi 9-C 9- -6 6- 1-O 8-6 9- 9-O � 5-8 -0 10 3- 7
<br /> -6 9-O -6 I- -0 J 6 6-6 10 PIPE NOTES
<br /> (SIZE PER PLAN) _ zIh TI 2uz 21h 2N
<br /> T 1 k�r 1. WELDED/GROOVED MAIN PIPING TO BE SCH10 BLACK
<br /> Is 2. WELDED/GROOVED BRANCHLINES TO BE EDDY FLOW
<br /> 3. THREADED PIPING TO BE SCH40 BLACK
<br /> HANGER TYPED' 56'-0" 56'-0" 56'-C 56'-0" 56'-C
<br /> No SCALE REVISIONS
<br /> 7 8 9 10 11 12 ND DATE GT DESCRIPTION
<br /> �14
<br /> SYSTEM#4 2 00,NOTE: THIS IS AN EARLY SUPPRESSION FAST RESPONSE SPRINKLER SYSTEM. BRANCHLINE & SPRINKLER SCALE:3/32"=1'-0"HEAD LOCATIONS ARE CRITICAL. E.S.F.R. SYSTEMS REQUIRE SPECIAL CONSIDERATION REGARDING0' 5' 20'
<br /> PLACEMENT OF LIGHTING, DUCT WORK, PROCESS PIPING, ELECTRICAL CONDUIT RUNS, ETC. SCALE 3/32"=1'-0" J
<br /> SPRINKLER PIPING CAN NOT BE ROUTED AROUND OBSTRUCTIONS DUE TO INCREASED FRICTION LOSSES, oNmAa w x:
<br /> OR LOWERED FROM ROOF STRUCTURE DUE TO CODE REQUIREMENTS. IT IS UNDERSTOOD THAT FOUSHEE & ASSOCIATES COMPANY, INC.
<br /> REQUIRED COORDINATION WITH THE ROOF STRUCTURE, JOIST PANEL POINTS, JOIST BRACING, DUCT WORK, ESFR OBSTRUCTION CRITERIA � FO - 118TH AVE SE
<br /> LIGHTING, ELECTRICAL CONDUIT, AND OTHER PIPING WILL BE ACCOMPLISHED TO PROVIDE THE `
<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 24°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 HAVE:
<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 BSN2UCPONTHE EDGE THE SPRINKLER MUST BE AT LEAST 12" ROOF DECK
<br /> ROOF DECK HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION. ROOF DECK HORIZONTALLY HE OS�TRUCT°IONTHE EDGE
<br /> SEAWAY COMMERCIAL CENTER
<br /> .� SYSTEM #5 m
<br /> SYSTEM #2 7007 SEAWAY BLVD
<br /> COaNUOUS NOR. OC NTINUOUS FOR 2 it a,3 EVERETT, WA 98203
<br /> Y CONTINUOUS NOR OR W STEEL JOIST �OR X'STEEL JOIST I.
<br /> - Y SYSTEM #4
<br /> OR X'STEEL JOIST BRIDGING BRIDGIN
<br /> BRIDGING - SYSTEM #1
<br /> SYSTEM #3 PATRIFPo99CF
<br /> D 3/4"TO 11/4'WIDE 12 12 UP TO' WIOEE 12" 7T' WWW.PATRIOTFIRE.COM
<br /> I 1 4'TO Y WIDE 12' 12" CONDUIT OR PIPING OR OR CONDUIT OR PIPING OR OR 2°THIRD 12'WIDE 72' 12'
<br /> / OR OR PARALLEL TO SPRINKLERS GREATER GREATER 24" 24" T= DUCT,CABLE TRAY,SE +� ATRIOT CONDUIT OR PIPING PARALLEL TO SPRINKLERS GREATER GREATER GREATER THAN I2' GREATERTHAN OR OR 2'THRU 12'WIDE pietrod®palriotfirocom
<br /> PARALLEL TO SPRINKLERS GREATER GREATER S LOCATED THIRD 24'WIDE OR OR 12"THRU 24" 2'THRU 12-WADE, 12' 12 E2•THRU 12"WIDE GREATER GREATER PIPING
<br /> FOR ALL OBSTRUCTIONS LOCATED L�SSATHANBC BELOWCTRUGIO SPRINKLER DUCT,CABLE GREATER GREATER PIPE OR PIPE DUCT,CABLE TRAY,SIC. EA OR PIPING
<br /> FOR ALL OBSTRUCTIONS LOCATED LESS THAN 16"BELOW SPRINKLER GREATER GREATER FIRE PROTECTION,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 SGIE NO SCALEND SCALE I 1 I DESIGNER PIETRO DEMONTE SHEET
<br /> 1 E E DATE 10-22-2023 6 OF 7 FP-6
<br /> a_ JOB NO. 11-2410
<br />
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