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6801 SEAWAY BLVD 2023 Plans 2025-08-07
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6801 SEAWAY BLVD 2023 Plans 2025-08-07
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Last modified
8/4/2025 9:32:30 AM
Creation date
8/4/2025 9:32:10 AM
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Address Document
Street Name
SEAWAY BLVD
Street Number
6801
Permit
K2310-019
Year
2023
Notes
SEAWAY COMMERCIAL CENTER. FIRE SPRINKLER WATER BASED SYSTEM
Address Document Type
Plans
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Permit#: K2310-019 <br /> Site Address: 7007 Seaway Blvd <br /> Applicant: Pietro Demonte <br /> Application Date: 10/22/2023 <br /> Description: Seaway Commercial Center,Fire <br /> Sprinkler Water Based System <br /> Review Status: 1 st Review by City&Peer Reviewers <br /> Review Date: 11/02/2023 <br /> TPO ROOFING SYSTEM <br /> E OVER RIGID INSULATION C B A <br /> OVER PLYWOOD SHEATHING <br /> 12 OVER 2x NAILER EV`TT <br /> OVER METAL STRUCTURE 3/899� HANGER LEGEND <br /> Everett Fire Dept.Permit Review A I"U" HOOK <br /> Status:Approved B COACH SCREW ROD <br /> Reviewed By:KBrown D BM. CLAMP W "STRAP <br /> 11/02/2023 1:15:41 E EYELET <br /> PM F FLUSH SHELL <br /> 33'-8" G CEILING FLANGE <br /> _MET30'-2" PERAL BAR STRUCTURIALS AT PEAK 30'-2" H SIDE BEAM BRACKET <br /> APPROVED K SHORT CLIP <br /> PUBLIC WORKS DEPARTMENT M ALL THREAD ROD <br /> BY:THerman N TOGGLE NUT <br /> DATE:11/02/2023 P POWDER DRIVEN STUD <br /> CITY OF EVERETT REVIEWED FOR PERMIT R EXPANSION BOLT <br /> S PIPE SPIKE <br /> T <br /> METAL COLUMNS <br /> CONCRETE TILT WALL PANEL PER STRUCTURAL W <br /> X. <br /> CONCRETE SLAB ON GRADE Y <br /> z <br /> APPROVAL REQUIRED <br /> 11 CITY OF EVERETT <br /> NG <br /> A BUILDING SECTION TEMP RADI <br /> No,In <br /> FP-1 SCALE:1/8=1'-0 � 18O 1/2• <br /> 350• I• v <br /> Boo' _/2" 1/2• <br /> FITTING LEGEND <br /> P PIPE-O-LET <br /> GENERAL NOTES SIN GROOVED SHAPED NIPPLE <br /> iSN THREADED SHAPED NIPPLE <br /> 3NIl lla3doad 1. 16.8K ESFR SPRINKLERS SHALL BE INSTALLED PER NFPA 13 SECTION 8.12. 16.8K ADN ADJUSTABLE DROP NIPP E <br /> INSTALL: INSTALL: FUG FLANGE <br /> 1-8" 45 BEND INSTALL: INSTALL: ESFR SPRINKLERS SHALL BE INSTALLED SO THE DEFLECTORS ARE NOT MORE THAN 14" RG REDUCING COUPLING <br /> THRUST BLOCKING 1-8"x6"TEE MJxMJxFL 1-8"x6"TEE MJxMJxFL 'GATE"A TEE MJxMJ <br /> NCHES <br /> '(-PWE HYDRANT ASSEMBLY A 1-FIRE HYDRANT ASSEMBLY 2-8" GATE VALVES MJxMJ 60 LF 8" P 52 AND NOT LESS THAN 6" BELOW THE CEILING PER NFPA 13 SECTION 8.12.4.1.2 � STRUCTURE To CENTER <br /> THRUST BLOCKING THRUST BLOCKING 1-8" GATE VALVE BFLxMJLOCKING <br /> INSTALL: uxF or PIPE IN I.- <br /> FP-1 THRUST BLOCKING 2. BRANCH LINES ARE TO BE INSTALLED PER SECTION 9.3.5.5.10. LATERAL SWAY BRACING war .E.-E <br /> I THRUST <br /> 45 BEND IS NOT REQUIRED WHEN BRANCH LINES ARE SUPPORTED BY HANGER RODS LESS THAN 10/zz/ga s 1 <br /> H FH THRUST BLOCKING u� w� -+- 4-war EARTxWAxE aflncE <br /> 14 LF 8" DIP CL 52�- 84 LF 8"DIP CL 52 261 LF 8°DIP CL 52 I 6" LONG MEASURED BETWEEN THE TOP OF THE PIPE AND THE POINT OF ATTACHMENT o 1 <br /> 478 LF 8" DIP CL 52 43 LF 8" DIP CL 52 TO THE BUILDING STRUCTURE. a �N SPRINKLER LEGEND <br /> UG3 SPRINKL[R <br /> 38 LF 8" DIP CL 52� uc4 INSTALL: 3. 36 INCHES MUST BE MAINTAINED BETWEEN ESFR SPRINKLER DEFLECTORS AND TOP OF o= M � OROTCESIZES = wN <br /> 1-8" 22.5 BEND STORAGE PER SECTION 8.12.6 AND nPE <br /> JED <br /> WALL OST 1 1 THRUST BLOCKING cT two -• is 3 T 1 O 1/2F�44 INDIC OR 1 I 4. HVLS (HIGH VELOCITY LOW SPEED) FANS SHALL BE CENTERED BETWEEN 4 ESFR w <��_ '�' 2 'R a's S'""r Oo • 1^ <br /> 1-8"GATE VALVE MJxMJ 30 LF 8" DIP CL 52 FIRE SUPPLY LINES o a//// I L �' SPRINKLERS AND LOCATED SO THAT THE TOP OF THE FAN BLADES ARE LOCATED A a � d G 2�� 3 1, � ❑�3/4 <br /> THRUST BLOCKING ` a o <br /> DOUBLE DETECTOR CHECK VALVE ASSEMBLY ° 32 sP"Ar ❑D 1" <br /> uc5 MINIMUM OF 36' BELOW THE SPRINKLER DEFLECTORS. HVLS FANS SHALL BE WIRED TO d h W a UL a LOCATED INSIDE BUILDING _ SHUT DOWN UPON ACTIVATION OF SPRINKLER SYSTEM WATER FLOW SWITCHES. p T a 1.2 vOFwAu <br /> i 1�? <br /> \ 1' ' DRY TYPE <br /> 90 LF 6" DIP CL 52 FCC LINE E LOVACKINGLVE D0 \ 2 ®• '^ <br /> d SPRINKLER HEAD LEGEND <br /> �F�H75 CL 52 1?p� \ MEAD TNRSIG K MEAD EYUTCII <br /> FDC rru uwuF. uoDEL slx TYPE TEMP on <br /> WRENCH aZF FAROR FINISH FlNSH <br /> PROPOSED BUILDING IN <br /> %o 186,024 SF 1 ANT x AJ <br /> F F=522.9' T KING Q000 p000000 <br /> 0000 000000000000000000 000000000000 <br /> TOTAL <br /> QUAun CONTROL BY DATE <br /> APPROVED FOR 1—GATON BY DATE <br /> , , , , , , <br /> GENERAL NOTES <br /> I. ALL MATERIAL AXD EWIPNFNT TO BF NFW AND UL L1520 OR rN APPROVED. <br /> INSTALL: <br /> 2. PIPE OINENSIONS ARE CENTER 10 CENTER EXCEPT fllSEflS k DIMENSgNs <br /> 1-8" 45 BEND SHOWN 1HUSY(%-%)WHICH ARE END To END. <br /> THRUST BLOCKING N TA L: / S EARTHQUAKE BRACIXG SHALL BE PROVIDED IN ACGOADINCf WI1H <br /> 1 8" 22 5 EN INSTALL: NFP PAxPx1Fr xo.11,2411ER1O"_ <br /> THRUST BLOCKI G INSTALL: 4. PIPE HANCERs AND WETHDD OF HANGING TO BE IN ACCORDANCE WITH <br /> 1-8" 22.5 BEND x8"TAPPING TE DESIGN CRITERIA: NFPA PAWPHLLT No.11,ZD EDNTGH. <br /> ' THRUST BLOCK -_ UG6 _ PIPING SHALL BE IN ACCORDANCE WN„FPA PANPNLn No 13,2M EDITION <br /> ' •' ' END 65 LF 8 DIP CL 52 1 THRUST B. .wlxlxG o PIPE Ax0 rlrnxos 2UIISFD a NEIO[D,SMALL 6E IN ACCORDANCE <br /> 8"TAPPING V E/ ACTUAL STORAGE HEIGHTS VARY 36" MUST BE <br /> 5 B 341 LF 8"DIP CL 52 h`L RUST CKI r E <br /> 45 B �`• MAINTAINED BETWEEN TOP OF STORAGE AND ESFR SPRINKLER DEFLECTORS <br /> 1-8",GATE'VALVE MJx MJ FH INSTALL: / ). OVMERNTO APROVIDELADEOUATFXFAi IN ARF45 PROTECTED BY A WET PIPE SPRINKIER <br /> ' ,-THRUST BLOCKING SYSTEM TO PREVENT WA1ER IX PIPES ROW FREELNG. <br /> THRUST <br /> T B BEND / 1. STORAGE AREAS: ROOF HEIGHTS 40 FT & LESS LL WIRING Or ELECTRN:AL DEVICES(IF REQUIRED)TO BE PROVIDED <br /> LF 8" DIP CL 52 /7J THRUST BLOCKING o �p / '' ABr olxns. <br /> �F o / w DESIGN STANDARD IS NFPA 13 USING RELIABLE'S JL-17 ESFR 9. PAINTING OF PIPE&EQUIPMENT(IFREQUIRED)ToBEPROWGe <br /> H g^ o / Br oTxus. <br /> 58 LF 8" DIP CL 52 oia 5 F 8" D cL sz L / PENDENT SPRINKLER HEAD WITH A MINIMUM FLOW PRESSURE <br /> INSTALL: oo F -8"x6"TEE MJxMJxF m/ / 10.FURRING Of PIPE a EQUIPMENT(If REQUIRED)i0 BE PROVIDED <br /> 1-8"x6"TEE MJxMJuFL' ' 1-FIRE HYDRANT E LY / OF 52 PSI WITH A MAXIMUM 35' HIGH ROOF. THIS DESIGN Br°'"`R3 <br /> 1-FIRE HYDRANT ASSEMBLY THRUST BLOCKI // ALLOWS FOR STORAGE OF THE FOLLOWING COMMODITIES: <br /> THRUST BLOCKING.','.','.- INSTALL: w / DESIGN CRITERIA <br /> 1-8"x6"TEE MJxMJxFL H 1�1 INSTALL: / <br /> 1-FIRE HYDRANT ASSEMBLY c; 1-8" 22.5 BEN 56 LF 8" D .fig/ // PALLETIZED AND SOLID PILED STORAGE: PER TABLES 14.4.1 & 15.4.1 <br /> THRUST BLOCKING DIP CL 52 �S� d THRUST BLOCKING �P�L / (NO OPEN TOP CONTAINERS) <br /> • <br /> 18 LP 8" D 2 // SEE NOTES THIS SHEET <br /> INSTALL: O< A. CLASS I-IV ENCAPSULATED COMMODITIES <br /> 1-8"x6"TEE MJxMJxFL MAXIMUM STORAGE HEIGHT = 30'-0" <br /> 1-8" GATE VALVE FLxMJ <br /> THRUST BLOCCKINGKING B.CARTONED NONEXPANDED PLASTICS <br /> s?`O �/ / <br /> UG2 X MAXIMUM STORAGE HEIGHT = 30'-0" <br /> INSTALL: 45 LF 8" DIP CL 52 C. EXPOSED NONEXPANDED PLASTICS PIPE NOTES <br /> 1-8"TEE MJxMJxFL <br /> 1-12"GATE VALVE MAXIMUM STORAGE HEIGHT = 30'-0" <br /> ' 1-12x8" REDUCER MJxFL UG1 <br /> 2-8" GATE VALVES FLxMJ INSTALL: RACK STORAGE: PER TABLES 16.3.3.1 & 17.3.3.1 <br /> THRUST BLOCKING INSTALL: 3 ,� 1-16"x8"TAPPING TEE <br /> • 2-8" 22.5 BEND 1-8"TAPPING VALVE SINGLE-ROW, DOUBLE-ROW, & MULTIPLE-ROW RACKING REVISIONS <br /> THRUST BLOCKING / THRUST BLOCKING (WITHOUT SOLID SHELVING) <br /> SRC / NO DATE BY DESCRIPTION <br /> 55 LF 8" DIP Ck 52 / (NO OPEN TOP CONTAINERS) <br /> / A. CLASS I-IV ENCAPSULATED OR NONENCAPSULATED COMMODITIES <br /> MAXIMUM STORAGE HEIGHT = 30'-0" <br /> / Q / B.CARTONED NONEXPANDED PLASTICS <br /> MAXIMUM STORAGE HEIGHT = 30'-0" <br /> C. EXPOSED NONEXPANDED PLASTICS J <br /> MAXIMUM STORAGE HEIGHT = 30'-0" Q CONTACT W1: <br /> UNDERGROUND PIPE NOTES �� SITE PLAN FLOW TEST IDLE PALLET STORAGE: PER TABLES 12. <br /> SCALE:1'=50'-0" BELLEVUE,WA 98005 MATTHEW CHILES: 425-746-1000 <br /> PROJECTMANE:MA <br /> � F & ASSOCIATES COMPANY, INC. <br /> 12.1.2(c) & 12.12.2.2.3 � 3240 - 11818TH AVE SE <br /> 1. THIS SITE PLAN IS FOR REFERENCE ONLY. STATIC 61 PSI A. WOOD OR PLASTIC PALLETS STORED ON FLOOR OR <br /> 2. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR ADDITIONAL RACKING (WITHOUT SOLID SHELVES) CC <br /> SITE PLAN INFORMATION. RESIDUAL 20 PSI MAXIMUM STORAGE HEIGHT = 30'-0" G <br /> FLOW 2,052 GPM SEAWAY COMMERCIAL CENTER <br /> 3. ALL UNDERGROUND PIPING IS TO BE INSTALLED BY A 2. FIRE RISER & ELEC ROOMS: m 7007 SEAWAY BLVD <br /> CONTRACTOR HAVING A VALID WASHINGTON STATE INSTALLATION NOTE ELEV 517.81' EVERETT, WA 98203 <br /> 'U' LEVEL CERTIFICATION. DATE 11 16 2022 ORDINARY HAZARD Z) <br /> 4. ALL UNDERGROUND PIPE TO BE INSTALLED RODDED AND/OR ALL WORK ON THE UNDERGROUND PORTIONS OF FIRE PROTECTION (n <br /> SPRINKLER SYSTEMS MUST BE INSTALLED AND CERTIFIED BY A LOCATION NODE 11546 <br /> BLOCKED, FLUSHED AND TESTED PER NFPA 13 & 24. LICENSED CONTRACTOR WHO HAS ACHIEVED A STATE LEVEL 'U' +� ATRIOT TRIOTFRE.COM <br /> 5. MINIMUM FLOW RATES FOR FLUSHING: DATA BY EVERETT PUBLIC WORKS WWW.PATRIOTFIRE COM <br /> 4" - 490 GPM 10" - 2440 GPM CERTIFICATION. SUBCONTRACTING OF SUCH WORK TO PERSONS — vlBtrQa®Pmrmlro-C.CGD, <br /> OR FIRMS NOT CURRENTLY LICENSED AS A FIRE PROTECTION FIRE PROTECTION,INC. <br /> 6" - 880 GPM 12" - 3520 GPM SPRINKLER SYSTEM CONTRACTOR IS PROHIBITED UNDER WAC 212-80. <br /> 8" - 1,560 GPM 2707 70111 AVENUE EAST TEL (253) 926-2290 <br /> 6. MINIMUM BURY 4'-0". TACOMA, WA 98a77 <br /> 24 DESIGNER PIETRO DEMONTE SHEET <br /> FAX: (253) 922-6150 <br /> 7. PATRIOT START POINT AT FLANGES A.F.F. INSIDE BUILDING. DATE 10-22-2023 o <br /> F P 1f <br /> JOB NO. 11-2410 <br />
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