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L City of Everett Permit Review
<br /> ASC FIG 11720 STRUCTURAL ATTACHMENT EVERETT Status:Reviewed for Permit
<br /> W/ASC FIG.AF700 SWIVEL ATTACHMENT
<br /> SWAY BRACE ATTACHMENT Xe o. f 1/02/2023 3:0020 PM
<br /> USE 4K8"ANVIL FIG.92
<br /> JOIST GIRDER TOP BE CLAMP
<br /> W/10"RETAINER STRAP
<br /> GENERAL NOTES FOR 4 PIPE
<br /> 0
<br /> o MINIMUM ANGLE FROM 1. 16.8K ESFR SPRINKLERS SHALL BE INSTALLED PER NFPA 13 SECTION 8.12. i6.8K B
<br /> VERTICAL PLANE 'C'SPAN USE BE ANVIL FIG.92
<br /> ESFR SPRINKLERS SHALL BE INSTALLED SO THE DEFLECTORS ARE NOT MORE THAN 14" TOP BEAM CLAMP
<br /> AND NOT LESS THAN 6" BELOW THE CEILING PER NFPA 13 SECTION 8.12.4.1.2 ^ W/lo`RETANEE STRAP
<br /> BCH.40 PIPE—" 2. BRANCH LINES ARE TO BE INSTALLED PER SECTION 9.3.5.5.10. LATERAL SWAY BRACING FOR 6"&8"PIPE
<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 �n"ATR sv"ATR HANGER LEGEND
<br /> TO THE BUILDING STRUCTURE. 'D'PIPE sD:E A "U" HOOK
<br /> Asc FIGTA MEET 3. 36 INCHES MUST BE MAINTAINED BETWEEN ESFR SPRINKLER DEFLECTORS AND TOP OF B COACH SCREW ROD
<br /> SWAY BRACE ATTACHMENT -ALL THREAD ROD(E) D BM. CLAMP W "STRAP
<br /> (LATERAL ED BRACE) STORAGE PER SECTION 8.12.6 NUT&WASHER' (SEE PLAN FOR LENGTH) ADS FIG 69H
<br /> 4. HVLS HIGH VELOCITY LOW SPEED FANS SHALL BE CENTERED BETWEEN 4 ESFR TRAPEZE RING E EYELET
<br /> ( ) SIZE PER'D' F FLUSH SHELL
<br /> SPRINKLERS AND LOCATED SO THAT THE TOP OF THE FAN BLADES ARE LOCATED A
<br /> aSI Flc AF721 STRUCTURAL ATTACHMENT MINIMUM OF 36' BELOW THE SPRINKLER DEFLECTORS. HVLS FANS SHALL BE WIRED TO G CEILING FLANGE
<br /> W/ASC FIG.AF700 SWIVEL ATTACHMENT ALL THREAD ROD
<br /> SWAY BRACE ATTACHMENT SHUT DOWN UPON ACTIVATION OF SPRINKLER SYSTEM WATER FLOW SWITCHES. ,F• (LENGTH PER PLAN) H SIDE BEAM BRACKET
<br /> HANGER RING SIZE PER PLAN K SHORT CLIP
<br /> M ALL THREAD ROD
<br /> BAR JOIST HIGH. 'B• 'D' 'E' T' T' N TOGGLE NUT
<br /> HIGHEST BRANCH LINE AR LABEL 'A' PIPE •C' PIPE SIZE HOLE HOLE HOLE P POWDER DRIVEN STUD
<br /> ON SYSTEM Ni HOLE DIM. LENGTH SPAN &SCHEDULE SIZE DIM. SIZE
<br /> R EXPANSION BOLT
<br /> It AS F 7930ECA T 1'-3° 7'-6" 7'-O" 2Vi 0 SCH,10 9/16 fi4z" 9/16° S PIPE SPIKE
<br /> �. SCH.40 PIPE AUTOMATIC AIR VENT
<br /> ECCENTRIC DRAIN CAP T
<br /> 'ryI w/,°POL W/END CAP T2 1'-3° 7'-6" 7'-O" 2"0 SCH.10 7/16° 61h" 7/16°
<br /> BAR JOIST 21h 21h 24] V, 21 22. x 2N 2 21h Ih 21h 2 24 44 2,1 Ve 2 2. Ih Ih 2 th th V
<br /> 0-6 8-0 10-0 -fi 2-• h 4-fi •2 B 8-6 1 0 6-6 }6• 9-0 9 0 •3 6 ]6 1-0 )- 9-C 9-0 -6 E-
<br /> b
<br /> 6 AUTOMATIC AIR VENT HANGER TYPE'T' X
<br /> SPRINKLER MAIN- ~ 7 y
<br /> // NO SCALE No SCALE 2
<br /> ABC FIG AF035J z�h xv. xv. 2�h O =zw x� z�n �h o z�h z zv, �h �h z�h �h z�h zw �n �h z� v, zv,
<br /> SWAY eRacE ATTACHMENT APPROVAL REQUIRED
<br /> (LATERAL EQ BRACE) 0-6 0-0 10-0 6-6 2-fi 4-6 4-6 •2 6 0-6 1-0 6-6 }6• 9-O 9-0 • 1-0 ]-6 9-C 9-0 -6 6- 1-O G-6 IW
<br /> b CITY OF EVERETT
<br /> REMOTE AREA 5
<br /> LATERAL EQ BRACE (12) K17 ESFR SPRINKLER HEADS
<br /> z1h z1h 2W 2W z1h• 21h 2W 2 21h 1h z1h 2 • 21h to • W 21h W zW 2% 1h 1h 21 Ve 210 HYDRAULICALLY CALCULATED TO
<br /> ir6 0-0 10-0 6-fi 2-6 h e 4-fi •2 fi 8-6 1 0 fi-6 S fi 9-0 9-0 3 6 ]- 1-0 )-fi 9-0 9-0 -6 fi- 1-O
<br /> NO SCALF \2A PROVIDE A 52 PSI MIN. E.H.P.
<br /> e 1-6 FLOW AT NODE(BR5): 1,457.2 GPM® 112.2 PSI_ TEMP RATING(e) i 8
<br /> o HASS FILE:IPT-SUMNER-SYSS
<br /> ASC FIG AF120 STRUCTURAL ATTACHMENT 0 I 1 n 0 16s' IQ >i�
<br /> W/ASC FIG.AF700 SWIVEL ATTACHMENT O _ $
<br /> SWAY BRACE ATTACHMENT 2W 2V. x 2W z1h zW z1 zW 1h z1h 2 zW W W 21h 1h 21h 2W 1 W z1 W 2W op ��JJ
<br /> J 8-0 10-0 6- 112-fi 1-6 4-6 •2 fi 8-6 1-0 6-6 3 6BE,
<br /> 9-0 9-0 •3 6 ]-6 1-0 • ]-6 9-0 9- -6 1-0 8-6 J � 206' < I•
<br /> r V
<br /> BAR JOIST - SYSTEM #5 6 ,0 636 }6• ,6 636 63G B3 36 536 •3OJ- 436 10 0 •I fi QM BW'
<br /> O d 1 0 I •b '
<br /> \\\�7�7�7///000 1 FITTING LEGEND
<br /> 21h 31/z 311h 21h 210 T2% 2 Vh 10 21h 2 2W 1h Vz 21h 1h 2% 2% 1h 1h 2 W 2% OI m B® ® P PIPE-O-LET
<br /> 0. 8-0 9-0 3 6 )- 1-0 ]-6 9-0 9-0 -6 6- 1-0 8-6 xW 3 • 3 3 • 3 3 3 3 3 • 3 m 3 3 • 3 SH GROOVED SHAPED NIPPLE
<br /> SCH.40 PIPE 1 4- - 2. 10 fi-6 3-6 4 6 636 8-0 8- •2-6 5-fi 3- 4-6 10-0 d=h
<br /> b TYPICAL HANGER TO BE I c b ' Ow SN THREADED SHAPED NIPPLE
<br /> ADM ADJUSTABLE DROP NIPPLE
<br /> BAR JOIST 't)D'U.N.O. "1-p FUG FLANGE
<br /> 21h 21h 2. 2. 21h 2O1h e 21h 2 21h 1h o 21h 2 2,h W 44 21h 1h 21h 2W 1h 1h 21 W 2% 3• OI 3 O 3 O J O 3 O3 '3 • J 3 3 RC REDUCING COUPLING
<br /> 0-6 8-0 10-0 6-fi 2-fi h 4-fi •2 fi 8-6 1-0 fi-6 }fi• 9-0 9-0 •3 6 ]- 1-0 ]-6 9-0 9-0 -6 fi- 1-O 8-fi • 6-6 }-6• 4 6 6-6 0-0 8- •2-6 5-6 3- 4-6FIR 10-0 •0-6
<br /> b �-6 sa b O B-1 /" UNE or PIPE IN INCHES
<br /> AS FIG AF730 -- _ - nRu[TUBE TO NT[R
<br /> SWAY BRACE ATTACHMENT - 'b^ o-6I 2-6 �0
<br /> 3 3 O .o B m O e r____�ro_gg_1 2-WAY EARTXWAI(E BRACE
<br /> (LONGITUDINAL ED BRACE) s1 D ..M D ] 3 '3 } } I } 3 • 3 "} } • 3 i 1D/22/23 C 1-WAY FARTXWANE BRACE
<br /> SPRINKLER MAIN )-6 fi-6 3-fi• 4 6 fi-6 8-0 8- -6 5-6 3- 4-6 10-0 d=h
<br /> Z( 21h x4z 211 21h 21h =2N. x 2W 1h 21h 2 21 • 1h 1h 21h • h 21h 2N. W 1h 21 • W 2W '�,'„
<br /> D-s a-o la-o s-6 2- -4-6 a-6 •z s B-s 1-O 6-s }6• s-a 9-0 •}6 ]-6 I-° ]-s s-o 9-0 -s 6- ,-° B-6 •W �w�p �- SPRINKLER LEGEND
<br /> �a£� c SPRINKLER
<br /> ASC FlG AF120 STRUCTURAL ATTACHMENT (7) �• 3 J o J J n IJ • J 3 J • J W J J •� L� Rio? _ : 'g 1 ORIFICE SIZES o
<br /> W/ASC FIG.AF700 SWIVEL ATTACHMENT "`rrFass""" 0-6 10-0 6-6 }-6• 4 6 6-6 8-0 8- •2-6 5-fi 3- 4-6 • 10-0 0-6 H OOp a AXD ttPE
<br /> SWAY BRACE ATTACHMENT df e 1--0 Q L.�-I ��o" d •' ~N
<br /> 21h 24 24 VIA, 21h T2tA 2 21h 1h o 21h 2 2% th • 4z 21h 11 21h 2Vt 1h 1h 21 10 21h ti b ti C..) ��QO c O I 5 3 ? 3 SPMY O O 1/2
<br /> 0-0 to-0 6-6 2-6 4-6 • 6 0-6 1 0 6-6 3 6• 9-0 9-0 3 6 ]- I-o )-6 9-° 9-0 -6 6- 1-0 8-6 O oR O c 1 U 2 16 8 Ifi I Q • ,.
<br /> V6e
<br /> JOIST GIRDER 0 I-6 3 3 3 3 • 3 3 3 3 3 • 3 3 3 • 3 Q KO o a ' 3 1] SPRAY ❑ ❑3/M
<br /> MINIMUM ANGLE FROM1:5 /1 ie 5--6 10-0 fi-6 3-6` 4 6 6-6 8-0 8- -6 5-6 3- 4-A 10-0 N i �- n a mi 1 33 O ■ ,.
<br /> VERTICAL PLANE 1lv - p i e 16 z SIOEWAu a 4 1/i•
<br /> 56'-0" 56'-0" 56'-0° CD -------�
<br /> O mR O T 1' 2 DRY TYPE ®. ,•
<br /> m SCH.40 PIPE R 3I• } } } } } } } } } } } "BIT1 raj t•
<br /> 7 0 1 0 0-6 10-0 L-6 3-fi• 4 6 6-6 8-0 8- -6 5-B 3- 46FIR 10-0 0-fi
<br /> r-o" � SPRINKLER HEAD LEGEND
<br /> H. MR. X K. FYUTCH
<br /> 7 sti rru wwuF. uaOEL SIR ttrt TEv Qtt
<br /> WENCH SIZE FACTOR FINISH FlNISH
<br /> ABC FIG AF730 O T� O B7 MALE JLI7 RAI914 ESFR JI Ole 16.8K BRONZE N/A 16T 440
<br /> SWAY BRACE ATTACHMENT ❑ RELIABLE CLI12 R3226 UPRIGHT H 3/4" 11.2K BRONZE N/A 16Y 4
<br /> (LONGITUDINAL ED BRACE) _LI 10-0 6-6 ro}-6 ,6 6-6 B-0 B- -6 5-6 3- a 4-6 10-0 IO-6
<br /> 1 1
<br /> Q fd]1A131f KfR56 RA3634 SIDEWALL W2 1 7 5.6K BRONZE N A 165' 2
<br /> HA 1A
<br /> LONGITUDINAL EQ BRACE °-B on;� E
<br /> L-6
<br /> 2N 21h 21h 21h 2 2 21h 21h 1h 21h 1h 1h 21h 2 Vh 21 2N 1h 1h 2 W 2N 2 2 21h 21h 2N 21h Vz 2N 2W 1h Vh 2W 21hNO SCALE 9- 9-0 5-s33 it 10-0 10 3- J-s 9-0 -6 80 9-0 9-0 6 6- 1-0 8-6 6-a -6 6 9-0
<br /> x4z R 2j1 -r I 4 21h _I? 2,h 21h -
<br /> 1-6 I- O-6 1-B k•�' 2-6 ,�T
<br /> REMOTE AREA 5 0 Js=a c.R.
<br /> ~ ~ ~ (12)K17 ESFR SPRINKLER HEADS I Q Q Q I �r - O sB-1
<br /> O O O 21h 24z 21h 21h 21h 2 2 21h 21h 1h HYDRAULICALLY CALCULATED TO 21 24x 21h 1h 1h 2 W 21 2 2,1 21h 24] 21h 44 21h 2W 4] 11h .2. SIT 21h •RVz - TOTAL 446
<br /> UUTLESFR SPRINKLER 8-fi • 9- 9-0 • 5-6 • ,O-0 10 •3- ]-6 9-0 6 10 • 0-fi • 9-0 9-0 • -6 1-0 8-fi • 10 11-0 -6 6 9-0 ]-0 • -0 10-0 3-fi fi • 5-6 4-6 10-0 O-fi 0
<br /> 2.2 PROVIDE A 52 PSI MIN. E.H.P.
<br /> pUAMtt CONTROL BY GATE
<br /> HEAD FLOW AT NODE(BR5): 1,457.2 GPM® 112.2 PSI I I ,-s 2-6
<br /> HASS FILL: IPT-SUMNER-SYSS - APPROVED FOR FAaMCATICA Rr DMTE
<br /> BRANCHLINE S�
<br /> 245 zW z1h zh 210 x x zh z1h 1h zW 1h 1h z1h z'OR zW zW 11 1h ' z W zW z zW zW zW mR 210 v. zW W zW W zh m 2W3 210 2 GENERAL NOTES
<br /> B-6 9- 9-0 5-s 10-0 10 3- ]-s 9-0 -6 11-0 -0 3 6 6-6 SIR GO 10 S-6 9-0 9-0 6 6- 1-C B-6 t0 11-C -6 6 9-0 ]-0 -0 10-0 -6 ,-0
<br /> E� Q 1 EQ p 24 2L 24 ' ' W 2W 216 G W 1, ALL 1111 AXD 111111M TO Bf N[W AND UL 1111 OR FM APPROVED.
<br /> �I I-6 C-6 -6 2-6 -6 -6
<br /> UNIT HEATER ❑ 7 b O 2. PIPE DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS k DIMENSIONS
<br /> T2 51gWX THUSLY ARE ENTER ARE ENO 10 END.
<br /> 3. fARTIN)AKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH
<br /> O sti O NFPA PAMPHLET NO.13,x016[OInON.
<br /> 240 • 2% 21h • 21h • 1h 2 •2 21h 21h 1h 21h 1h Vz 21h 2 2Vx 2W 1h 1h 2 W 2W • 2 21h 21A 2W • 1h 24h 21. W • 21h 2Vx3 1 1244 c0
<br /> 8-fi � 9- 9-° 5-6 °-0 10 3- ]-6 9-0 -6 ,1-O -0 •3 6 fi-6 10 0-6 9-0 9-0 6 fi- 1-0 8-fi 10 -O -fi 6 9-° 9-fi -0 10-0 3-fi fi 5-6 4-fi 4 PNPi A PAII'PHLLTAND
<br /> XO METHOD OF HANGING 10 R IN ACCORDANCE WITH
<br /> BRANCHLINE P ,zo16 mmox.
<br /> 1-6 1- 0-6 1-6 1-fi �'-1. S. PIPING SHALL BE IN ACCORDANCE WIN NFPA PAMPHLET N0.13,2 EONION
<br /> SYSTEM #5 - - NTH RMA PAMPHLET NO.13,zs16 MONO SHALL N ACCORDANCE
<br /> ESFR SPRINKLER O Sti r ). GAMER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A MET PIPE SPRINKLER
<br /> HEAD 21h • 2. 21h 2Vi 21h 2 x 21FIR 21h • 1h 21h • W W 21h 21 • 21h x4z W W 2 • W • 2W • R • ?I'A 2,1A • 2W Ri 2. :2.
<br /> W 2y 2y Vz 21h 2. 21h SYSTEM TO PREVENT WMD IN PIPES MOM FRECLNG.
<br /> 0-6 9- 9-0 5-6 ,00 10 •3- ]-6 9-0 -6 11-0 -0 •3 6 6-6 10 8-6 9-0 9-0 -6 fi- 1-0 8-6 10 11-0 -6 6 9-0 9-fi -0 • 10-0 3-6 fi • 5-6 4-6 10-0 •02'/Zfi e LL WIRING Of EL[CiRxAL DEVICES(IF RECURRED)TO Bf HiOVID[D
<br /> AOTHERS.
<br /> TYPICAL HANGER TO BE � 9. PAINTING OP PIPE W EQUIPMENT(IF REWIRED)TO BE PRONGED
<br /> _ GlOTHERS6D'U.N.O. 10.FURRING OF PIPE t EOUIPMENT(IF REQUIRED)TO BE PRVIDED
<br /> UNIT HEATER PLACEMENT 2N 2N 21h 21h 21h 2 2 21h 21h 1h 21h 1h 1h 21h 21 21h 2W 1h 1h 2 W 2N 2 21h 21h 2W 2% Vz 2% 2W Vs Vh 2% 21h �1y BYOTHERS.
<br /> 8-6 9- -0 5-s1p-0 s1 - -0 6 6- t-0 8-6 t0 30 1t-0 -6 6 9-0 9-6 -010-0 3-6 6 5-6 6 10-0 IO-6
<br /> No scALE % a s s �d DESIGN CRITERIA
<br /> USE V2"ANVIL FIG.92 b r D
<br /> TOP BEAM CLAMP
<br /> W/1D"RETAINER STRAP 21h 24h 92.-0 21h 21h 2 2 7-6 9-0 1h 21h W Vz 21h 2 B2.-6 244 1h 1/x 2 W 2Vz 2 21h 21h OT-2Vz 24] 44 24rz 2W W 21
<br /> 1 21h 21h .1211 SEE NOTES SHEET FP-1
<br /> FOR C&8"PIPE 8-6 9- 9-0 5-6 10-0 l0 •3- ]-6 9-0 -6 11-0 -0 •3 6 fi-6 10 0-6 9-0 9-0 -6 fi- 1-0 8-6 � 10 11-0 •-6 6 9-° 9-fi � -0 • 10-0 3-fi fi • 5-6 h6 10-0 0-fi
<br /> O-6 1-6 1-6
<br /> 'STEEL DECK ANVIL FlG.92 - -
<br /> TOP BEAM CLAMP b
<br /> SPRINKLER PIPE W/B'RETAINER STRAP 7 R sett
<br /> FOR PIPE 4"&SMALLER 2% RW 21h 21h 21h x1 x1 21h 21h 1h 24z 1h 1h 21h 21 21h 21 1h 1h 2 W 2W x 1 21h 21h RVz 1h 2W 2W 1h 21h 21h3 21h
<br /> 8-6 • 9- 9-0 • 5-s • 10-0 10 •3- ]-s 9-0 • -6 11-0 • -0 •3 6 6-6 10 • 8-6 9-0 9-0 • -6 6- • 1-0 • 8-6 • 10 • 11-0 •-6 6 • 9-0 9-6 • -0 10-0 3-6 6 • 5-6 4-6 • ,0-0 •0-fi-fi
<br /> STEEL BAR JOIST 3/8"ALL THREAD ROD zVz 2 aW - ---- - z i ?�h Q.o PIPE NOTES
<br /> IIoR PIPE 4°&SMauER ARRIARRA - 1. WELDED/GROOVED MAIN PIPING TO BE SCH10 BLACK
<br /> /z ALL THREAD Roo r n n n F.l � .I'^ 2. WELDED/GROOVED BRANCHLINES TO BE EDDY FLOW
<br /> ANVIL FIG.69 (SEE PUN FOR(LENGTH) 3. THREADED PIPING TO BE SCH40 BLACK
<br /> RING HANGER 56'-0" 56'-0" 56'-0" 28'-0" 28'-0" 56'-0"
<br /> (SIZE PER PLAN)
<br /> REVISIONS
<br /> HANGER TYPE'D' 1O 11 12 13 14 15 ND GATE GY DESCRIPTION
<br /> NO SCALE
<br /> C� SYSTEM#5 2 0
<br /> 0'
<br /> NOTE: THIS IS AN EARLY SUPPRESSION FAST RESPONSE SPRINKLER SYSTEM. BRANCHLINE & SPRINKLER SCALE:3/32"=,'-0°
<br /> HEAD LOCATIONS ARE CRITICAL. E.S.F.R. SYSTEMS REQUIRE SPECIAL CONSIDERATION REGARDING 0' 5' 20'
<br /> PLACEMENT OF LIGHTING, DUCT WORK, PROCESS PIPING, ELECTRICAL CONDUIT RUNS, ETC. SCALE 3/32"=V-O" J
<br /> SPRINKLER PIPING CAN NOT BE ROUTED AROUND OBSTRUCTIONS DUE TO INCREASED FRICTION LOSSES, Co..-
<br /> REQUIRED WITH:
<br /> OR LOWERED FROM ROOF STRUCTURE DUE TO CODE REQUIREMENTS. IT IS UNDERSTOOD THAT FOUSHEE & ASSOCIATES COMPANY, INC.
<br /> 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 2C OR GREATER BELOW NOTE: NOTE: NOTE:
<br /> THE SP RINK LER 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 Be NOTE:
<br /> PROJECT NAME:
<br /> DEFLECTOR,THIS E LESSPRSNTHANKLER M24"USTBELO ATTHE 5P RINKLER ROOF DECK HORIZON THE OBLY FROM
<br /> THE EDGE ROOF DECK OCRTH�NOBSTRUFROM CPONTHE EDGE ROOF DECK OCRTH�N BSIRUCTIONTA_LY FROM THE EDGE THE SPRINKLER MUST BE AT LEAST 12' ROOF DECK
<br /> ROOF DECK HORIZONTALLY'TOM THE EDGE OF THE OBSTRUCTION. ROOF DECK OF THE OBBSSTRUCTTIIONTHE EDGE
<br /> SEAWAY COMMERCIAL CENTER
<br /> SYSTEM #5 m
<br /> SYSTEM #2 7007 SEAWAY BLVD
<br /> COPONUOUS NOR. coNnrluous HOR o EVERETT, WA 98203
<br /> YCONTINUOUS NOR OR'%'STEEL JOTS �OR X'STEEL JOIST - Y SYSTEM #4
<br /> OR X'STEEL JOIST
<br /> (BRIDGING BRIDGIN r/1
<br /> ARRA
<br /> BRIDGING - SYSTEM #1
<br /> SYSTEM #3 PATRIFP099CF
<br /> 0 3/4"TO 11/4'WIDE 1,2 12 UP To Na'WIOEE 12" 7T' WWW.PATRIOTFIRECOM
<br /> I 1 4'TO Y WIDE 12' 12" CONDUIT OR PIPING OR OR CONDUR OR PIPING OR OR 2°THRU 12'WIDE / 72' 12'
<br /> / OR OR PARALLEL UI SPRINKLERS GREATER GREATER 24" 24" T= DUCT,CABLE TRAY,ETCJ� +� ATRIOT DO
<br /> OR PIPING PARALLEL TO SPRINKLERS GREATER GREATER GREATER THAN I2' GREATERTHAN OR OR 2 THIRD 1Y WIDE pietrod®patnotfire.Com
<br /> PARALLEL TO SPRINKLERS GREATER GREATER S LOCATED THIRD 24'WIDE OR EA 12"THRU 24" 2'THRU 12-WID7/ 1z] 12 E2°THRU IT WIDE GREATER GREATER PIPING
<br /> FOR ALL OBSTRUCTIONS LOCATED LEESSATHANBC BELOW BTRUBION SPRINKLER DUCT,CABLE GREATER OR PIPE OR PIPE DUCT,CABLE TRAY,ETC. OR 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 314"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 SOLE No SCALE I 1 I DESIGNER PIETRO DEMONTE SHEET
<br /> 1 ' ' I DATE 'D 11-2023 7 OF 7 F P 7
<br /> JOB N0. -2410
<br />
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