6801 SEAWAY BLVD 2023 Plans 2025-08-07

City of Everett Permit Review EVERETT Status:Reviewed for Permit GENERAL NOTES 11/02/2023 3:00:02 PM 1. 16.8K ESFR SPRINKLERS SHALL BE INSTALLED PER NFPA 13 SECTION 8.12. 16.8K ESFR SPRINKLERS SHALL BE INSTALLED SO THE DEFLECTORS ARE NOT MORE THAN 14" HIGHEST BRANCH LINE " N N AND NOT LESS THAN 6" BELOW THE CEILING PER NFPA 13 SECTION 8.12.4.1.2 ON SYSTEM� ESFR SPRINKLER 2. BRANCH LINES ARE TO BE INSTALLED PER SECTION 9.3.5.5.10. LATERAL SWAY BRACING AGE 793oECA ASC FIG AF72D STRUCTURAL ATTACHMENT IS NOT REQUIRED WHEN BRANCH LINES ARE SUPPORTED BY HANGER RODS LESS THAN ECCENTRIC DRAIN CAP AUTOMATIC AIR VENT HEAD —ABC FIG AF720 STRUCTURAL ATTACHMENT �W/ASC FIG.AF700 SWIVEL ATTACHMENT 6" LONG MEASURED BETWEEN THE TOP OF THE PIPE AND THE POINT OF ATTACHMENT W/T'POL W/END CAP BRANGHLINE W/ASC FIG.AF700 SWIVEL ATTACHMENT SWAY BRACE ATTACHMENT SWAY BRACE ATTACHMENT TO THE BUILDING STRUCTURE. EQ T Q 'IftOIS GIRDER BAR JOIST 3. 36 INCHES MUST BE MAINTAINED BETWEEN ESFR SPRINKLER DEFLECTORS AND TOP OF HANGER LEGEND STORAGE PER SECTION 8.12.6 AUTOMATIC AIR VENT - 4. HVLS (HIGH VELOCITY LOW SPEED) FANS SHALL BE CENTERED BETWEEN 4 ESFR A "U" HOOK UNIT HEATER MINIMUM ANGLE FROM - SPRINKLERS AND LOCATED SO THAT THE TOP OF THE FAN BLADES ARE LOCATED A B COACH SCREW ROD NO SCALE VERTICAL PLANE scH ao PIPE MINIMUM OF 36" BELOW THE SPRINKLER DEFLECTORS. HVLS FANS SHALL BE WIRED TO . D BM. CLAMP W "STRAP BRANGHLINE A - SHUT DOWN UPON ACTIVATION OF SPRINKLER SYSTEM WATER FLOW SWITCHES. E EYELET USE 92 SON.40 PIPE--" BAR JOIST F FLUSH SHELL To ANVIL FIG. TOP BEAR,CLAMP G CEILING FLANGE W/10"RETAINER STRAP H SIDE BEAM BRACKET FOR 4"PIPE ESFR SPRINKLER SEISMIC BRACING LEGEND K SHORT CLIP HEAD M ALL THREAD ROD 'C'SPAN USE Vz"ANVIL FIG.92 ABC FIG AF035 J AS C FIG AF730 TOP BEAR,CLAMP swnY BRACE ATTACHMENT swnY BRACE ArrACHMENTf � SIZE OF PIPE BRACE PIPE BRACE PIPE ATTACHMENT STRUCTURAL MINIMUM MAXIMUM N TOGGLE NUT .A. (LATERAL E0 BRACE) (LONGITUDINAL EO BRACE) W/10'RETAINER STRAP SPRINKLER MAIN P POWDER DRIVEN STUD FOR 6"&a"PIPE BRACE N0. TO BE BRACED SIZE & LENGTH MAX LENGTH TO PIPE ATTACHMENT BRACE ANGLE SPACING R EXPANSION BOLT �( UNIT HEATER PLACEMENT ASC FIG AF72o STRUCTURAL ATTACHMENT SB-1 8" SCH10 11A" SCH40 9'-0" AF035 AF720 60° 40'-0" S PIPE SPIKE 11 ATR 51/z"ATR .. NO SCALE �W/ASC FIG.AF700 SWIVEL ATTACHMENT ASC FIG AF720 STRUCTURAL ATTACHMENT SB-2 8 SCH10 1 1/4 SCH40 9—0 AF730 AF720 60° 42—0 T 'D'PIPE SIZE J'- SWAY BRACE ATTACHMENT W/ASC FIG.AF700 SWIVEL ATTACHMENT SWAY BRACE ATTACHMENT SB-3 8" SCH10 11A" SCH40 9'-0" AF035 AF720 60° 40'-0" v BALL THREAD Roo(E) USE 111'BE ANVIL Plc.92 BAR JOIST SB-4 6" SCH10 1" SCH40 10'-6" AF035 AF720 60' 40'-0" W NUT&WASHER_, (SR LENGTH) TRAPEZE RING DS FIG 69H TOP BEAM CLAMP 7 FKH SIZE PER'D' W/10'RETAINER STRAP JOIST GIRDER SB-5 6 SCH10 1 V4 SCH40 9—0 AF035 AF720 60° 10—0FOR 6"&9"PIPE Y ALL THREAD ROD MINIMUM ANGLE FROM oSB-6 4" SCH10 1 Va" SCH40 9'-0" AF035 AF720 60° 20'-0 z (LENGTH PER PLAN) STEEL DECK 3/e'ANVIL FIG.92 - SCH.40 PIPE VERTICAL PLANE s1 SB-7 8 S(.'H10 11/4 SCH40 9-0 AF730 AF720 60° 45—0 APPROVAL REQUIRED TOP BEAM CLAMP r HANGER RING SIZE PER PLAN SPRINKLER PIPE W/a RETAINER STRAP SB-8 6 SCH10 11A SCH40 9—0 AF730 AF720 60° 80—O CITY OF EVERETT FOR PIPE 4"&SMALLER BAR JOIST 40 PIPE HGR. 'B' 'D' 'E' 'F' 'F' SB-9 4" SCH10 1" SCH40 10'-6" AF730 AF720 60' 80'-0" LABEL 'A' PIPE 'C' PIPE SIZE HOLE HOLE HOLE STEEL BAR JOIST 3/a°ALL THREAD ROD NO. HOLE DIM. LENGTH SPAN &SCHEDULE SIZE DIM. SIZE FOR PIPE 4"&SMALLER SB-10 4 SCH10 1 SCH40 10'—6 AF035 AF720 60° 10—0 FOR ALL THREAD ROD SPRINKLER MAIN11 T 1'-3' 7'-6" 7'-U' 21h°0 SON.10 911C 61/2" 9/16' FDR s&a"PIPE �� SB-11 4" SCH10 1" SCH40 10'-6" AF730 AF720 60' 80'-0° ANVIL FIG.69 (SEE PLAN FOR LENGTH) f ASC FIG AF730 1 TDIP RnnxG(F) „ RING HANGER ASC FIG AF035 SWAY BRACE ATTACHMENT SB-12 6 SCH10 1 /4 SCH40 9—0 AF035 AF720 60° 10—0 =� m T2 1'-3" T-6' 7'-0' 2"0 SON.10 711C 61/2- 7116" SWAY BRACE ATTACHMENT 0 (SIZE PER PAN) (LONGITUDINAL ED BRACE) SB-13 4" SCH10 11A" SCH40 9'-0" AF035 AF720 60° 10'-0" � z�. .1 29 (LATERAL EO BRACE) SB-14 6" SCH10 11A" SCH40 9'-0" AF035 AF720 60° 20'-0" � 2GO ®I/2 SB-15 4" SCH10 1" SCH40 10'-6" AF035 AF720 50° 40'-0" , HANGER TYPE'T' HANGER TYPE'D' LATERAL EQ BRACE LONGITUDINAL EQ BRACE SB-16 8" SCH10 1" SCH40 3'-6" AF035 5i8x33/4 KBT22 60' 25'-0" QM ECK, "" m"2 NO SCALF NO SCALE NO SCALE NO SCALE SB-17 8" SCH10 1" SCH40 3'-6" AF730 5/ax33/4 KBTz2 60° 25'-0" FITTING LEGEND P PIPE-O-LET SH GROOVED SHAPED NIPPLE TOM THREADED SHAPED NIPPLE ADM ADJUSTABLE DROP NIPPLE FUG FLANGE III RC REDUCING COUPLING (1 EFECTUR[ TO CENTER /`� UNF OF PIPE IN INCHES r �m g 1 2-WAY EARTXWAI(E BRACE 0 6� 10-0 10qG ��6�6 9-0 9'0 Ip 6 I-0 �6 10 9 6 FIG9 9-0 5�6 5 6 21 26 '-0 9 6 10 11-0 R 21 6 9-0 10 6 �A 0 12. 4 6 5'fi II-0 1 WE 211 211 00- 11-0 _ 4 6 5'6 RBI 21 W 1 � 1°/22/23 M n 1 � d-WAY EARTHOUNNE BRACE 0- se 1 Z 1 1 � � j,Mw� j SPRINKLER LEGEND (7� ' REMOTE AREA 1SIG (7� tt (1SPRINKLER 2) K17 ESFR SPRINKLER HEADS `T' I�;i 1 =� ORIFICE SIZES �ro10 DRAULICALLY CALCULATED TO ® liioa - 1 �= AxO TYPE a21h 21BIG, 21h 21h Vz 21h Ih Ih 21 21h 24k 21h 21h 2 1h 2N 2 21h 21h Va N 24k 1h 2V4 1h 2N 2N 21h 21h 4R 2N yU IHI`p0-6 10-0 1III 0 6-69-0 10-6 I-0 6 1C9-6 9- 9-0 5-6 5 6 -0 9-6 t0 t 0 S-6 -6 9-C t0-6 0 OVIDE A 52 PSI MIN. E.H.P. 8-6 9-0 tt-0 a-6 5-6 J-6 8-0 C-I _ N y21n z1n z1n 21n FLOW AT NODE(BR1): 1,457.8 GPM® 104.1 PSI 2s5 c.l o „ c1 i s 3 i 1 O 1/2sll0-fi 1-6 C-6 ' 0-6 0-6 SB-10 I=u-B: 2 168 Ifi I 6PMY QHASS FILE:IPT-SUMNER-SY51 Iz w °�U ` 2OR Eo e 1Ie0 - i ❑ ❑�374 2�h 21h 2 2 m21h 21h 44 244 Vi Vi 21 24rz 21h 21h 21h 2 4rz 244 21 2I O2N 1h 0 N 0 21h O i 244 24rz 21h 244 2N N m 24z 21h 2N BIT 1@ 21hOp'1h 24rz RV. f~/1 1 04 oy zl 32 SPRAY O ■ " 0-6� 10-0 10 3- fi-6 9-0 9-0 10-6 I-0 -6 10 9-6 9- 9-0 IS 5 6 -0 9-B to 11-0 3-6 -6 9-0 10-fi 0 10-0 4-6 5-6 II-0 S-6 9-0 11-C 4-fi 5-6 J-6 8-0 0-I 1 y n 6 All 1 3 ) 1 a Q,/2• B a s -O oe - s 1 p a a `�ul z e 16 z SO— z�n 21 z �zln zIn z1n o 1n 1n z z1n z�n zIn z n zw z z� z1n W w zw 1n z1n xv: x1h z1n 1n o zw 7 21n z1n�» `-------_J 1• 2 DRY TYPE 1' 2a HE 10-D to }- s-s 9-D 9- 10-6 I-0 -6 10 9-6 9-0 5-6 s 6 -0 9-6 to n-Q 3-6 -6 9-o to-s -o -0 4-s s-6 a-o B-s 9-o a-o - s-s ]-6 e-WQ a 1I SPRINKLER HEAD LEGEND ®• ' Sti C-E 241 244 S� WENLEADCH HEAD K HfAO FNKHM 0-6 0-6 p-6 5111 WWUF. YODEL SIH TYPE wyEXCH SIZE FACTOR FINISH FlNISHREMP Ott b b 17 RFLABIL JLI7 RM914 ESFR JI 3/4• 16.8K BONZE N/A 16T 372 n f 24 211 21h 2 2 21h GO- 21h 1h 2Vz Ih Ih 21 21h 2N 21h 21h 2 N 244 2 21h 24x 44 1h 2N MI 2% 21h 2% 21h 2N 2N 2% 2Vx 1h� 21h 2v 5--6 10-0 10 3- fi-6 9-0 9-0 10-6 I-O -6 10 9-6 9- 9-0 5-6 5 fi -0 9-fi to it-0 3-fi -fi 9-0 10-6 -0 10-0 4-fi 5-fi II-0 —Al8- 9-0 11-0 4-fi 5-6 )-fi 8-0 D-1 Q Bx6 CR " � 6�10 a T_ G _ SYSTEM #1 _ 21n Oa TY j( 21n DID 2 2 21h 21h N 2N N Vi 21 21h x4z 21h 21n 21 N x1h R 21h 21n Vz H RVz N 2N 21 24] 2N 2N N xN 21h 2N 21n Vz 21h 21 C-6 10-o 10 3- fi-6 9-0 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 9-0 10-6 -0 10-0 4-6 5-1 II-0 B-6 9-0 11-0 4-6 5-6 J-6 8-0 0-I LW/ 0-6 TYPICAL HANGER TO BE B '6D'U.N.O. o i n Oao TOTAL 372 2% 21 2 21n 21n Vz Vh Ih Ih 2 2N 2N 21n 21n 2 N 2N 2 2N 21n W N 2% 1h 2N 2N 2% 1 21h 1h 21 21 2% 21n N 2N Z QUALITY CONTROL BY DATE 0-61 t0-0 10 3- 6-6 9-0 9-0 10-6 I-0 6 10 9-6 9- 9-0 -0 9-6 t0 tt-0 3-6 -6 9-0 10-6 -0 10-C 4-6 5-6 II-0 8-6 9-0 tl-C a-6 5-6 J-6 8-0 0-I 7'-p" 2 Sti 2N. 2N. RVz 21h 2N S�Io TY APPROVED FOR FABRICATION BY DATE 1-6 0-6 o-6 0-6 7 7 GENERAL NOTES D O MATERIAL AXD EWIPMENT TO BF NEW AND UL 11311 OR FM APPROVED. 2�h 21h 2 2 " 21h 21h 41 2Vz Ih Ih 21 24rz 2N 21h 21h 2 y 244 2 24rz 2y N y 2N Vz 244 24rz 2N 21h 2Vz N 244 244 2Vz 21h Nn 24rz RV. ALL 0-6 10-0 10 3-1I fi-6 9-0 9-0 10-6 I-0 -6 10 9-fi 9- 9-0 5-6 5 6 -0 9-B 10 11-0 3-6 -fi 9-0 10-D -0 10-C 4-fi 5-fi 11-0 B-6 9-04-6 5-6 7-6 8-0 0-I aI • • S •1�_D' 2. SHOWN ENSI HIS ARE CENTER TO CENTER ARE ENO IOXCEPT RISERS A DIMENSNNS T 0 3. fARTHOUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH R NFPA PAMPHLET NO.13,2016 LOTION. - 21n 2.2 d. PIPE HANGERS AND METHOD OF HANGING 10 R IN ACCORDANCE WITH O NEPH PAIEAS A 2OF H NGING. 1� 24i 21 ~2 21n xIh N 21h 1h 1h 2 245 x1n 21n 21n 2 N 2% x 2% z�n Vz N RN 1h 2N 245 xVd xN 21h 1h 2N 2% 21h 244 Vz 245 0-8 1C-0 10 3- 6-6 9-0 9-0 10-6 I-0 6 10 9-6 9- 9-0 5-6 s 6 -G 9-6 247 10 11-0 3-6 -6 9-0 10-6 244 -0 to-0 4-6 1-6 II-0 8-6 2N 9-0 11-0 4-6 5-6 7-6 6-G 0-I PIPING SHALL BE IN ACCORDANCE WIN NFPA PAMPHLET NO.13,2016 EDITION "I i u - 0-6 s—lo 6. "HAD H D11 1111 AND L[TE oI THREADED L o.ED,IN-R IN ACCORDANCE RyIIl4. b b 3,2016 m '�1-0" 7 TE J. OWNER To PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER O SYSTEM To PREVENT WATER IN PIPES ROM FREEZING. ILO . LL WIRING Of ELECTRICAL DEVICES(IF REQUIRED)TO BE HiOVID[D 24x 2Vx 2 2 21h 21h 21h Ih Ih 21 21h 21h 21h 2 4h 2N 2 24h 2Vx 44 1h 244 MI 21h 21h 2Vx 21h 21h % 2% 2 2Vz 2Vx 1h� 21h 2Y. ABY OTHERS. D-6 10-0 10 3- fi-6 9-0 9- 10-6 I-0 6 10 9-6 9-0 5-6 5 6 -0 9-fi to 11-0 3-6 -fi 9-0 to-fi -0 4-6 5-fi II-0 8-6 9-O II-0 \2a 9. PANTING OF PIPE h EQUIPMENT(IF REQUIRED)TO BE PROVIDED Sti 0-6 1-6 0-6 o-6 O-6 S~ Bl OIHERG. o T 12 10.FURRING OF PIPE t EQUIPMENT(IF REQUIRED)TO BE PRVIDED a 31 0 _ . h BY OTHERS. 2'4 21n 2 m 2 �21h 21h N 2N Ih Vi 21 2y RVz 21h 21h 2 N 21h 2 2N 21h Vz H 2. N 21h 21h 21h 24] 2N N o 21h 21h 2N 211O Vz 21h �1 0-6 10-0 10 3- 1-6 9-0 9-0 10-6 I-0 -6 10 9-6 9- -0 9-6 10 11-0 }-6 -6 9-0 10-fi -0 10-0 4-6 5-fi II-0 B-6 9-0 11-0 4-fi 5-6 J-6 B-0 0-I DESIGN CRITERIA 19-4 1/7�1 /J7�) 216 8 W5 O Y 8 8 8 8 8 8 8 B 8 B Y S� 8 0 10 21-0 21 0 x1-0 21-G 21-0 _ 21-0 21-0 21-0 21-0 21-0 21-0 21 0 _ 1-0 12 21-0 2 - SEE NOTES SHEET FP 21h 2�2 21n V d 2 21n 21n Vz 21h C - Ih Ih 21n 21 2N 24z 21n 21n 2 N 2N 2 24 21n N S Nffl 2N 1n 21n 21h 21h2 21h 211 1h 2N SB 2N 21h 21h Va 2y 1_p 0-61 10-0 10 3- 6-6 9-0 9-0 10-6 I-0 -6 5-6 10 9-6 2 9- 9-0 5-6 5 6 -0 9-6 10 11-0 }-6 -6 9-0 10-6 -0 10-0 4-6 5-6 II-0 B-6 9-0 11-0 4-6 5-6 ]-6 B-0 1C 0-6 2y 2Vz 244 2N OJ -0 0-fi I-6 0-fi o-6 0-6 �I . A PIPE NOTES 1. WELDED/GROOVED MAIN PIPING TO BE SCH10 BLACK 2. WELDED/GROOVED BRANCHLINES TO BE EDDY FLOW 3. THREADED PIPING TO BE SCH40 BLACK 28'-0" 56'-0" 56'-0" 56'-0" 56'-0" 56'-0" REVISIONS 1 2 3 4 5 6 ND DATE BY DESCRIPTION C� SYSTEM#1 2 0 0' NOTE: THIS IS AN EARLY SUPPRESSION FAST RESPONSE SPRINKLER SYSTEM. BRANGHLINE & SPRINKLER SCALE:3/32"=1'-0" HEAD LOCATIONS ARE CRITICAL. E.S.F.R. SYSTEMS REQUIRE SPECIAL CONSIDERATION REGARDING 0' 5' 20' PLACEMENT OF LIGHTING, DUCT WORK, PROCESS PIPING, ELECTRICAL CONDUIT RUNS, ETC. SCALE 3/32"=1'-0" J SPRINKLER PIPING CAN NOT BE ROUTED AROUND OBSTRUCTIONS DUE TO INCREASED FRICTION LOSSES, oNmAa w x: OR LOWERED FROM ROOF STRUCTURE DUE TO CODE REQUIREMENTS. IT IS UNDERSTOOD THAT FOUSHEE & ASSOCIATES COMPANY, INC. REQUIRED COORDINATION WITH THE ROOF STRUCTURE, JOIST PANEL POINTS, JOIST BRACING, DUCT WORK, ESFR OBSTRUCTION CRITERIA � 3240 - lEE AVE SE LIGHTING, ELECTRICAL CONDUIT, AND OTHER PIPING WILL BE ACCOMPLISHED TO PROVIDE THE ` CLEARANCE REQUIRED FOR FOR AN E.S.F.R. SYSTEM. 1 BELLEVUE, WA 98005 MATTHEW CHILES: 425-746-1000 NOTE: IF THE OBSTRUCTION IS 24"OR GREATER BELOW NOTE: NOTE: NOTE: 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 NAPE: DEFLECTOR,THE THANKLER M24"UST HE THE SPRINKLER ROOF DECK pOST 12" FRiHENO LLY FROM BSTRUCTIONTME EDGE ROOF DECK O�RTH�NTALLYOBSTRUCPONFROM THE EDGE ROOF DECK O�RTH�NTALLY FROM BSN2UCPONTHE EDGE THE SPRINKLER MUST BE AT LEAST 12" ROOF DECK ROOF DECK HORIZONTALLY FROM THE EDGE OF THE OBSTRUCTION. ROOF DECK HORIZONTALLY EDGE SEAWAY COMMERCIAL CENTER SYSTEM #5 m SYSTEM #2 7007 SEAWAY BLVD CONNNuous NOR. CONTINUOUS HOR o it 41NDE EVERETT, WA 98203 CONTINUOUS NOR OR'X'STEEL JOTS FOR X'SEEL JOIST I. SYSTEM #4 OR X'STEEL JOIST BRIDGING BRIDGIN g�BRIKING SYSTEM #1 SYSTEM #3 PATRIFPo99CF 0 3/d"TO 11/a'WIDE 12 12 UP TO Na'WIDE__ 12" iT' WWW.PATRIOTFIRE.COM I 1 4 TO Y WIDE 12" CONDUIT OR PIPING OR OR CONDUIT OR PIPING OR OR 2°THRU 12'WIDE / 12' 12'/ OR PARALLEL TO SPRINKLERS GREATER GREATER DUCT,CABLE TRAY,ETCJ� +� ATRIOT CONDUITOR PIPING PARALLEL TO SPRINKLERS GREATER GREATER GREATER THAN I2' GREATERTHAN OR OR 2 THRU 1Y WIDE pietrod®p°lriotfire.comPARALLEL TO SPRINKLERS GREATER GREATER S LOCATED THRU 24'WIDE OR 12"THRU 24" 2'THRU 17 , 12• 12 �2°THRU IT WIDE GREATER GREATER PIPING FOR ALL OBSTRUCTIONS LOCATED L�SSATHANBC BELOWSTRUllO SPRINKLER DUCT,CABLE GREATER GREATER PIPE OR PIPE DUCT,CABLE TRAY,ETC. EA EA PIPING FOR ALL OBSTRUCTIONS LOCATED LESS THAN 16"BELOW SPRINKLER GREATER GREATER FIRE PROTECTION,INC. LESS THAN 24'BELOW SPRINKLER TRAY,ETO RACK KEY PLAN 2707 71IT11 AVENUE EAST TEL (253) 926-2290 CONTINUOUS OBSTRUCTIONS CONTINUOUS OBSTRUCTIONS CONTINUOUS OBSTRUCTIONS CONTINUOUS OBSTRUCTIONS CONTINUOUS OBSTRUCTIONS TACOMA, WA 98424 FAX: (253) 922-6150 1114"TO 2"WIDE 314"TO 1114"WIDE 0"TO3/4"WIDE GREATER THAN 12"TO 24"WIDE 2"TO 12'WIDE NO SCALE 11....�� NO SCALE NO SCALE NO SCALE GREATER SCALEND SCALE I 1 I DESIGNER PIETRO DEMONTE SHEET 1 ' ' DATE 10-22-20233 OF , F P 3 a_ JOB NO. 11-2410