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City of Everett Permit Review
<br /> EVERETT Status:Reviewed for Permit
<br /> GENERAL NOTES
<br /> 11/02/2023 3:00:07 PM
<br /> 1. 16.8K ESFR SPRINKLERS SHALL BE INSTALLED PER NFPA 13 SECTION 8.12. 16.8K
<br /> 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
<br /> 2. BRANCH LINES ARE TO BE INSTALLED PER SECTION 9.3.5.5.10. LATERAL SWAY BRACING
<br /> 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 HIGHEST BRANCH LINE
<br /> oN SYSTEM
<br /> TO THE BUILDING STRUCTURE. ESFR SPRINKLER
<br /> 3. 36 INCHES MUST BE MAINTAINED BETWEEN ESFR SPRINKLER DEFLECTORS AND TOP OF ASO FIG AF721 STRUCTURAL ATTACHMENT J AGE 7930ECa
<br /> ASC FIG AF720 STRUCTURAL ATTACHMENT W/ASC FIG.AF700 SWIVEL ATTACHMENT J AUTOMATIC AIR VENT HEAD
<br /> STORAGE PER SECTION 8.12.6 �W/ASC FIG.AF700 SWIVEL ATTACHMENT SWAY BRACE ATTACHMENT ECCENTRIC DRAIN CAP µ/END CAP
<br /> 4. HVLS (HIGH VELOCITY LOW SPEED) FANS SHALL BE CENTERED BETWEEN 4 ESFR swnY BRACE ATTACHMENT w/T'POL BRANCHLINE HANGER LEGEND
<br /> SPRINKLERS AND LOCATED SO THAT THE TOP OF THE FAN BLADES ARE LOCATED A A "U" HOOK
<br /> MINIMUM OF 36' BELOW THE SPRINKLER DEFLECTORS. HVLS FANS SHALL BE WIRED TO JOIST GIRDER BAR JOIST L, Q T EO c1 B COACH SCREW ROD
<br /> SHUT DOWN UPON ACTIVATION OF SPRINKLER SYSTEM WATER FLOW SWITCHES. AUTOMATIC AIR VENT D EYEBUM. CLAMP W "STRAP
<br /> s MINIMUM ANGLE FROM - UNIT HEATER E EYELET
<br /> VERTICAL PLANE �� No scuE F FLUSH SHELL
<br /> - SON.40 PIPE G CEILING FLANGE
<br /> BRANCHLINE H SIDE BEAM BRACKET
<br /> 5 - SCH.40 PIPE-" K SHORT CLIP
<br /> BAR JOIST USE 4'e"ANVIL FIG.92
<br /> TGP BEAM CLAMP M ALL THREAD ROD
<br /> 0. w/10"RETAINER STRAP N TOGGLE NUT
<br /> }O } O } O } O } } to } } } FOR a'PIPE ESFR SPRINKLER
<br /> 0-6• B-o R s-6 6- 4-6 4-6 6-6 4 fi -G a RI G-s \\\ 'B' HEAD P POWDER DRIVEN STUD
<br /> • Asc FIG AF035 Asc FIG AF730 R EXPANSION BOLT
<br /> SWAY BRACE ATTACHMENT SWAY BRACE ATTACHMENT 'C'SPAN USE B ANVIL FIG.92
<br /> 7 (LATERAL ED BRACE) (LONGITUDINAL EO BRACE) TOP BEAM CLAMP S PIPE SPIKE
<br /> SPRINKLER MAIN 'A' W/10°RETAINER STRAP T
<br /> e 70A I O m FOR CAR 6"PIPE
<br /> 3 3
<br /> 6-D ,D-D 6-6 - .-6 4-6 6-6 4 6 ; UNIT HEATER PLACEMENT D
<br /> sI ASC FIG AF720 STRUCTURAL ATTACHMENT V
<br /> I-6 W ASC FIG.AF700 SWIVEL ATTACHMENT
<br /> / 11'ATR 5V2"ATR NO SCALE W
<br /> SWAY BRACE ATTACHMENT ASC FIG FIG.
<br /> AF700
<br /> STRUCTURAL ATTACHMENT L
<br /> O O O O I Q m W/ASC FIG.AATrA SWIVEL ATTACHMENT 'D'PIPE SIZE X
<br /> } } } } } mT3 } �I} SWAY BRACE ATTACHMENT Y
<br /> 0-6 0-0 • 10-0 6-fi • 8- • 4-6 4-6 • 6 6 4 fi • -0
<br /> - - -- - �} b <J01S1
<br /> US
<br /> NUT&WASHER (SEETPLAN FOR LENGTH) ACS FIG 69H TOP BEAMA CVLAMpIG.olsT GIRDER TRAPEZE RING / APPROVAL REQUIRED
<br /> r� 7 W 10'RETAINER STRAPSIZE PER'D' FOR 6"&8"PIPE
<br /> z-s Io-s y CITY OF EVERETT
<br /> REMOTE AREA 2 MINIMUM ANGLE FROM s
<br /> a- 4-s 4-6 6-s 4 s -0 7-s VERTICAL PLANE AIL THREAD ROD 3 8 ANVILFlG.92
<br /> SCH.40 PIPE 'F' /'(12)K17 ESFR SPRINKLER HEADS 3 (LENGTH PER PLAN) STEEL DECK TOP BEAM CLAMPHYDRAULICALLY CALCULATED TO - - HANGER RING SRE PER P AN W/8RE AINER STRAP
<br /> SPRINKLER PIPEPROVIDE A 52 PSI MIN.E.H.P. FOR PIPE 4"&SMALLER
<br /> SON.40 PIPE
<br /> FLOW AT NODE(BR2): 1,457.9 GPM® 100.8 PSI } } � } } } HGR. •B' 'D' 'E' 'F• 'F• 3/8"ALL THREAD ROD
<br /> GRASS FILE:IPT-SUMNER-SYS2 436 4-6 s-6 4 fi ' -G 10-a 'o-s LABEL E PIPE 'C' PIPE SIZE HOLE HOLE HOLE STEEL BAR JOIST TEMP RnTING(F) in Ri
<br /> 1'-0' N0. HOLE DIM. LENGTH SPAN &SCHEDULE SIZE DIM. SIZE FOR PIPE 4°&SMALLER __
<br /> - .b �� V2"ALL THREAD ROD Q I6s' C
<br /> 7 SPRINKLER MAIN FOR 6"&8"PIPE
<br /> } - T 1'-S 7'-6" 7'-Ll' 21h"4 SCH.10 9/1G sl/z° s/16" $ 2,z'
<br /> 1-6 T ASC FIG ATTACHMENT ANVIL FIN.69 (SEE PLAN FOR LENGTH)
<br /> 1 3 3 3 3 3 m 3 3 3 1 ASC FIG AF035 SWAY BRACE ATTACHMENT RING HANGER zss' -a 1• ®1/z'
<br /> a-61 a-o ID-o s-s 6- 4-6 6 s-s 4 s -o to-a ID-s SWAY BRACE ATTACHMENT (LONGITUDINAL EQ BRACE) T2 1'-S 7'-li 7'-0" 2'6 SON.10 7/16' 6V2" 7/16" (SIZE PER PLAN) 3so' 1• ,^
<br /> �n (LATERAL EO BRACE) � /2 ,z
<br /> b �•
<br /> FITTING LEGEND
<br /> 1-6 LATERAL EQ BRACE LONGITUDINAL EQ BRACE HANGER TYPE'T' HANGER TYPE'D' P PIPE-O-LET
<br /> 3 } } } ] } T3 } } ySHAPED NIPPl_E
<br /> 0-6-6 8-0 10-0 6-fi 8- 4-fi 4-6 6-6 9 fi • -0 BIT 10-0 O-6
<br /> No SCALE NO SCALE NO SCALE NO SCALE
<br /> TSN THREADED SHAPED NIPPLE
<br /> 7 ADN ADJUSTABLE DROP NIPPLE
<br /> _ _ FLG FLANGE
<br /> o� o ' - RC REDUCING COUPLING
<br /> 1. } } 3 3 2z T J 3 3 .I1
<br /> 0-6 B-0 10-0 6-6 8- • 4-6 4-6 • 6-6 4 6 • -0 10-0 0-6 (1 STRUCTURE TO iXMFR
<br /> 6e4tiP /`�
<br /> e e � UNF OF PIPE IH CHES
<br /> R1-0 r 1 2-WAY EARTXWANE BRACE
<br /> E D�_5 ,, B - I 0/22/23 n I 1-WAY FAR XWM E BRACE
<br /> RG
<br /> z 1
<br /> o sl' 10 0 s�O, 2 s' e s 21 2.s�u v B�o to s b I 1 �s '�a 2h zv, s s�o s s s s s s to n o O3�s s O 9 0 to s \O -ho l2. a s 21h li u 2. 2.9�0 li"o a s s21 zh• 2�O� w e o I D2-21 � jw�� j SPRINKLER LEGEND
<br /> 2'h fn' Iw 24] I 211 53 • U I�M'� c I SPRINKLER
<br /> I ~ tt L� zO? _ z K• ORIFICE SIZES JE13 REMOTE AREA 2 5 l p �- ID SIZ(12) K17 ESFR SPRINKLER HEADS w V d d I® QQ ® QQ I HYDRAULICALLY CALCULATED TO 0 c.3 YPE
<br /> hwii „�c 1 I 5 3 7 ,y6v z1n zvx 21n, 21 21h z1h 1h z1n 1h 1h z1 zuDIDR z1h z1h z1h z n z1n 2 zHBIG zvx 1h mBIG z1h w PROVIDE A 52 PSI MIN. E.H.P. z1n w z1n z1n z1n zvx '1n, z1n u� 1.4 I��u a m 1 z is a 1s z 0- 10-0 BIB 3-fi 4 6 fi-6 9-0 9-0 IO-6 I-0 -6 10 9-6 9- 9-0 • 5-6 5 6 • -0 9-fi 10 11-0 S-6 -fi 9-0 10-6 -0 8-6 9-0 11-0 4-fi 5-6 )-6 8 2'G/ \21a Lsts Lea FLOW AT NODE(BR2): 1,457.9 GPM® 100.8 PSI a wo oLL a 3 n 0-6 - 1-6 O-6 ' O-6 I HASS FILE: IPT-SUMNER-SYS2 - b sB-1oNop o q o z1 3z SPRAY 221h 21h 2Vz 2 21h 21h 4] 2N 1h Vi 21 2N 2Vz 21h 21h 2 1h 2N 2 2 21h Vz N LE
<br /> 2Vz 2N 2N 24] 24] 2N N 21h 21h 2N 2Op Vz 21h 2 8 16 R SIO-
<br /> 3- 4-0 10-0 • fi-6 3-fi• 4 6 6-6 • 9-0 9-0 • 10-6 1-0 • -6 • 10 9-6 • 9- 9-0 • 5-6 5 6 • -0 9-fi • 10 11-0 •3-6 -6 • 9-0 10-fi • -0 • 10-0 4-6 5-fi • II-0 • B-6 9-0 • 11-0 • 4-6 5-6 • ]-6 • 8-0 O-I ` J
<br /> -- o e Bs o v 2 DRY ttPF
<br /> �j - - 7 SPRINKLER HEAD LEGEND ®•
<br /> IN
<br /> /III 1„ READ TH EAD, N XEAD EYUTCH
<br /> CD ; 2% 2NO �3Nm 21 21h 21h 21h 1h 1h 2 2N 21h 21h 2 N 2N 2 2N 21h 1n N 21h 1h N 21h 21h 2Vz 21h 1h 2N 2 Vh 21h N 2N _BBI SYY WWUF. YODEL SIN ttPE iDI Ott
<br /> 2_µ, WENCH SIZE FACTOR fIXISX FlNISH
<br /> 0-6I t0-0 6-6 6 6-6 9-6 9-0 5-6 9-6 t0 It-O 3-6 -6 9-0 ,0-6 -0 0-0 a-6 5-6 11-0 8-6 9-0 t1-0 - 5-6 7-6 8-0 O-I I] RFLABLE JLI7 RA1914 ESFR JI Ole 16.8K BRONZE N A 16T 444
<br /> 1•_p \ 2Vz 21h 2N SB- / /
<br /> b 'fT D-fi a-6 G-6 1 ❑ R:W+131E CL112 R3226 UPRIGHT H 3/4• 11.2K BRONZE N/A 16Y 4
<br /> `_LIr�'�� MALE KFR56 RA3634 S DEWALL W2 1 7 5.6K BRONZE N/A 165' 2
<br /> l 0 244 21h 210 21h 2 21hBIT 211 44 2Vz 1h 1h 21BE, 21h 21 21h 21h 2 y 24 2 2y 21h 1h V1 2N V1 ffT_ 2% 2y 21h 24] 2V1 V1 0 2. 2V1 1. 2.O 1h 21h 2V.
<br /> 0-b• 10-0 fi-6 3-fi• 4 6 fi-6 9-0 • 9-0 10-6 I-0 -6 10 9-fi 9- 9-0 • 16 5 fi • -0 9-fi 10 it-0 3-fi -6 • 9-0 l0-fi -0 10-0 4-6 5-6 • II-0 B-6 9-0 11-G • 4-fi 5-6 • )-6 8-0 0-I
<br /> 0-8 I-6 O-6 O-6 O-6 S-D
<br /> O T ti 7 b b 7
<br /> 1a. 241 21h 21 21 21A 211 1h 21h 1h 1h 21 2N RVz 21h 21h 2 N 2N 2 2N 245 Vz N 21h 11 2NFIR 2N 21h 21h 211 N RVz 2N 21h 21h Vz RN �i
<br /> 0-6 • d 6 6-6 9-O 9-0 9- 9-0 5-6 5 6 -0 9-6 10 11-0 •3-fi -6 9-O 10-6 -0 10-0 4-6 5-6 II-0 B-6 9-0 11-0 • 4-6 5-6 ]-6 8-0 0-I
<br /> 2y b F2 21h 244 2N
<br /> SYSTEM #2 D"
<br /> D TOTAL 450
<br /> QUAMtt CONTROL BY GATE
<br /> APPROVED TOR iABMCATW NT GATE
<br /> 21h 21S 2Vi 21 21h 21h Vx 2Vx 1h 1h 21 24h 24h 21h fil21h 2 N 2V1 2 24h 21h 44 N 0- N 2V1 2Vz 2Vx 2Vx 2N N 24h 24h 2N 24x� 4i� 2V1 2U
<br /> 0'I. 10-0 fi-6 3-fi• 4 6 fi-6 9-0 • 9-G • 10-6 I-0 -6 10 9-6 • 9- 9-0 • 5-6 S 6 • -0 9-fi • 10 11-0 3-6 -fi 9-0 10-fi -G 10-0 4-6 5-fi II-0 8-6 9-0 1,-0 4-fi 5-6 )-6 8-0 U GENERAL NOTES
<br /> 0-6 1-6 O-6 O-6 G-6
<br /> TYPICAL C HANGER TO BE �'°a 1. ALL MATERIAL AND EWIPMENT TO BE NEW AND UL LISTED OR FM APPROVD.
<br /> 'V D'U.N.O. 2. PIPE DIMENSIONS ARE CENTER 10 CENTER EXCEPT RISERS&DIMENSONS
<br /> SHOWN THUSLY(X-X)WHICH ARE END TO END.
<br /> O T� O. W 3. EARTHOUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH
<br /> 2,A 21h 211 21h 2 21h 21h 41 2V1 Vi Vi 21 241 21h 21h 21h 2 y 24z 2 241 21h 1h y 21h N 21h 21h 2N 21h 21h N 2% 2V1 2N 21h 1h 241 2Y. NFP PAMPHLET X0. 3,2016[D180X.
<br /> 0-6 10-0 fi-6 }-fi• 4 6 6-6 9-0 9-0 10-6 I-0 -6 10 S_6 9- 9-o 5-6 5 fi -0 9-6 10 11-0 3-fi -fi 9-0 l0-6 -0 10-0 4-fi 5-fi II-0 8-6 9-0 11-G • 4-fi 5-6 ]-6 8-O 0-I
<br /> �� S 2Y2/ L21a � L2n 3 d. PIK HANGERS AND METHOD OF HANGING TO R IN ACCORDANCE WRIT
<br /> 0-6 I-6 O-6 O-6 0-6 b NF A RANPHLLT NO. 3,2016 EDITION.
<br /> O e 5.. PIPING SHALL BE IN ACCORDANCE WIN NFPA PAMPHLET NO.13,20,6 EDITION
<br /> 21h 21n 21h 21 21h 21h Vz Vh 1h 1h 21 2N 21h 21h 21h 2 4h 2N 2 2N 2N 1n N 2% 1h 2N 2N 2% 2Vz 21h 1h 2N 2N 21h 21h _ 1n 2N N
<br /> G-H-61 10-0 6-6 6-6 9-0 9-0 10-6 1-0 6 10 A 9- 9-0 5-6 5 6 -0 9-6 ,0 It-O 3-6 -6 9-0 t0-6 -0 t0-0 a-6 5-6 11-0 8-6HIS 9-0 tt-0 a-6 5-6 7-6 8-0 OZ-I 6 WRITNIN PA PPAMPHLO'NO.Nt3,20=A6E mm0 LL[D,SxALL s IN ACCORDAxCE
<br /> 2y 241 R. 21h 2N
<br /> C-6 0-6 G-6 5�10 7. OWNER TO PROVOE ADEQUATE HEAT IN ARM PROIEC2D BY A WET PIPE SPRINKLER
<br /> b SYSTEM TO PREVENT WATER IN PIPES ROW FREEZING.
<br /> LL WIRING OF ELEDMIC L DEVICES(IF REQUIRED)TO BE PROVIDED
<br /> ABY OTHERS.
<br /> O c O v 9. PANTING OF PIPE&EQUIPMENT(IF REQUIRED)TO BE PROVIDED
<br /> 244 21h 211 21h 2 21h 21h 2. 1h 1h 21 21h 21h 21h 2 y 24z � 2 241 2,h 4] N 2N N 1h 21h 1. 244 2V1 V1 2W 2 2N 21h 1h 21h 2V. Bl OTHERS.
<br /> 0-6-6 1C-0 fi-6 n3_6• 4 6 fi-6 9-0 9- 10-6 I-0 -6 10 9-fi 9-0 • 16 5 fi • -0 9-fi 10 11-0 3-6 -fi • 9-0 10-6 -0 0-0 • 4-6 5-fi • II-0 8-6 9-0 11-G 4- 5-6 • )-6 8-C G-I 10.FURRING OF PIPE&EOUIPMENT(IF REQUIRED)TO BE PRWOED
<br /> 0-6 I-6 O-fi O-6 O-6 S- BY NH[RS.
<br /> b b
<br /> m l
<br /> O �p jm DESIGN CRITERIA
<br /> 2'A[I 21h 21h 2z 21 21h 21h 1h 2. 1h DIF1h 21 2N RVz 21h 21h 2 N RVz R 2N 21h Vz fliN 2z 1h 21h 2N 21h 21h 21h NSRI R41 2V1 2. 21h Vz 2N 2G1
<br /> 0-6 10-0 6-6 }-6• 4 6 6-6 9-O 9-0 10-6 I-0 -6 10 9-6 9- 9-0 5-6 5 6 -0 9-6 10 11-0 •3-6 -6 9-O 10-fi -0 10-0 4-6 5-6 II-0 B-6 9-0 11-0 • 4-6
<br /> 5 21h iN 2N 244 2N S
<br /> S _ SEE NOTES SHEET FP-1
<br /> 0
<br /> 2N 21h 21hNN, 21h 2 21h 21h N 2Vz 1h 1h 21 21h 21h 21h 21h 2 N 21n 2 24h 21h 1h 44 21h 1h 21n 21h 2Vx 2N 2Vz Vz 21n 21n 2Vz Ni 21h 1h. 21h WIN 2-I
<br /> L-b 1C-0 fi-6 3-fi BIG
<br /> fi-6 9-0 9-0 10-6 I-0 6 10 9-6 9- 9-0 S6 5 6 -0 9-6 l0 it-O 3-6 -fi 9-0 IO-fi -C 10-0 BIG 4-6 5-fi II-0 8-6 9-C4-6 5-6 7-6 8-0
<br /> Ta/ L2Yz L2Yz L1a .
<br /> Iv 0-6 1-6 O-6 O-6 O-6
<br /> WNNNN�
<br /> WIN-
<br /> C r ---- - ---A PIPE NOTES
<br /> 1. WELDED/GROOVED MAIN PIPING TO BE SCH10 BLACK
<br /> 28'-0" 56'-)11 56'-0" 56'-011 56'-0" 56'-01 2. WELDED/GROOVED BRANCHLINES TO BE EDDY FLOW
<br /> 3. THREADED PIPING TO BE SCH40 BLACK
<br /> 1 2 3 4 5 6 7 REVISIONS
<br /> NO DATE BY DESCRIPTION
<br /> C� SYSTEM#2 2' 10,
<br /> NOTE: THIS IS AN EARLY SUPPRESSION FAST RESPONSE SPRINKLER SYSTEM. BRANCHLINE & SPRINKLER SCALE:3/32"=r-o°
<br /> HEAD LOCATIONS ARE CRITICAL. E.S.F.R. SYSTEMS REQUIRE SPECIAL CONSIDERATION REGARDING U SCALE 3/32"=1'-0" 20
<br /> PLACEMENT OF LIGHTING, DUCT WORK, PROCESS PIPING, ELECTRICAL CONDUIT RUNS, ETC. J
<br /> SPRINKLER PIPING CAN NOT BE ROUTED AROUND OBSTRUCTIONS DUE TO INCREASED FRICTION LOSSES, CONTRACT W.:
<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 3240 - 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 NOTE24" : NOTE: NOTE:
<br /> THE SPRINKLER DEFLECTOR,DISREGARD IT IF THE THE SPRINKLER MUST BE AT LEAST 12' THE SPRINKLETALLYR MUST BE AT LEAST 12" THE SPRINKLER MUST BE AT LEAST 24" NOTE: PROJECT NAME:
<br /> DEFLECTOR,THIS E LESSPRSNTHANKLER MUSTBELO AT
<br /> TTHHEE 5P RINKLER ROOF DECK HORI'ZONHE OBLY FROM THE EDGE ROOF DECK OCRTH�NOBSTRUCPONFROM THE EDGE ROOF DECK OCRTH�N BSIRUCTIONTALLY FROM THE EDGE THE SPRINKLER MUST BE AT LEAST 12' ROOF DECK
<br /> ROOF DECK HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION. ROOF DECK HORIZONTALLYF 'ESTUCTOIONTHE EDGE
<br /> SEAWAY COMMERCIAL CENTER
<br /> SYSTEM #5 m
<br /> SYSTEM #2 7007 SEAWAY BLVD
<br /> cormNuous HOR. coNnr9uous HOR o w 3 EVERETT, WA 98203
<br /> Y CONTINUOUS HOR OR W STEEL JOIST FOR X'STEEL JOIST - Y SYSTEM #4
<br /> OR X'STEEL JOIST BRIDGING BRIDGIN r/1
<br /> BRIDGING - SYSTEM #1 `/J
<br /> SYSTEM #3 PATRIFP019CF
<br /> z=V\ ,
<br /> 0 >/"TO 11/a'WIDE 12 12 UP TO Na'WIOE� 12" 72' � WWW.PATRIOTFIRE.COM
<br /> I 1 4'TO Y WIDE 12 12" CONDOR OR PIPING OR OR CONDOR OR PIPING OR OR 2°THIRD 12'WIDE / 12• 12'
<br /> / OR OR PARALLEL TO SPRINKLERS GREATER GREATER 24 DUCT,CABLE TRAY,ETCJ� RIOT
<br /> CONDUIT0 PIPING PARALLEL TO SPRINKLERS GREATER GREATER GREATEZE�:] GREATERTHAN OR OR 2'THIRD 12'WIDE pietrod®patnotfire.com
<br /> PARALLEL TO SPRINKLERS GREATER GREATERLOCATED THRU 24'WIDE OR OR 12"THIRD 24' 2'THIRD 12"W1DE, 12' 12 �2°THRU 12°WIDE GREATER GREATER
<br /> PIPING
<br /> FOR ALL OBSTRUCTIONS LOCATED L�SSATHANB4TRBELOWN SPRINKLER DUCT,CABLE GREATER GREATER PIPE OR PIPE DUCT,CABLE TRAY,ETC. EA EA 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"TO3/4"WIDE GREATER THAN 12"TO 24"WIDE 2"TO 12'WIDE NO SCALE 11....��
<br /> NO SCALE NO SCREE NO SGIE NO SCALEENo SCALE I 1 I DESIGNER PIETRO DEMONTE SHEET
<br /> 1 ' ' I DATE TO 11-2023 4 OF 7 F P 4
<br /> JOB N0. -2410
<br />
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