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3003 W CASINO RD BLDG 40-36 2025-03-25
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3003 W CASINO RD BLDG 40-36 2025-03-25
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Last modified
3/25/2025 3:04:37 PM
Creation date
1/28/2025 11:09:01 AM
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Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-36
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—MEZZANINE DECK <br />—10' C-CHANNEL <br />—%' x W BOLT, NUT & WASHER <br />�TOLCO #58 SBB B~%' ATR x NOTED <br />® ADJUSTABLE RING <br />HANGER 41 1'%-2" PIPE <br />1V = 1'-0' <br />—MEZZANINE DECK <br />—10' C-CHANNEL <br />!' x W BOLT, NUT & WASHER <br />�TOLCO #58 SBB <br />~%' ATR x NOTED <br />® ADJUSTABLE RING <br />HANGER 41 3-4" PIPE <br />W= 1'-0" <br />T1 <br />o_ <br />Y <br />CO <br />IN o <br />Y <br />00 o <br />DESIGN AREA: RA - <br />OCCUPANCY : #2 MIC <br />A ETNL7� MIC MEZZ <br />DESIGN CURVE: EXTRA HAZARD GROUP 2 <br />DENSITY: 4 GPM / 2500 FT <br />AREAOF FT' <br />HOSE ALLOWANCE: 500 GPM <br />6. <br />D ION) AT TUNNEL CONNECT <br />SYSTEM DEMAND: 1150.3GPM @ 63.2PS1 @ BOR <br />FjCE OF MEZZANINE <br />IF x IA" BOLT, NUT 4 NUT (2) <br />& WASHER (2 -& WASHER <br />KOREFIT KF2945 BRKT. - 1'-0" <br />ATR COJ <br />® "_�-FIG 69 RING HANGER <br />HANGFR #2 <br />11/2" = 1'-0" <br />\x 34" KWIK BOLT TOLCO <br />" ROD CRG. SWVL <br />h" x ATR G00-900 <br />FIG. 69 <br />(—ADJUSTABLE RING <br />HANGER <br />HANGER #3 <br />1 %" = 1'-0" <br />rMEZZANINE DECK <br />1/2" x 1%" HEX -BOLT <br />w/ NUT & WASHER <br />GO°-90° <br />10 C CHANNEL <br />0 <br />�TOLCO FIG. 1001 <br />SWAY 1*� %)ATTACH. <br />LATERAL BRACE 1 MEZZANINE <br />*(FM GLOBAL LOAD VALUES <br />COL -MAr-IN 9 -" MAIN -MAN <br />MAIN -COL <br />BELOW MEZZANINE SPRINKLER PLAN <br />1n <br />8 <br />/MEZZANINE DECK <br />TOLCO FIG. 980 <br />SWV*(1970}ACH �/ 1 w/ x 1%" HEX -BOLT <br />\ NUT &WASHER <br />10 C CHANNEL <br />TOIP 0 FIG. 44L <br />*F260 <br />LONGITUDINAL BRACE 1 MEZZANINE <br />*(FM GLOBAL LOAD VALUES <br />CONSTRUCTION NOTES: <br />1. ALL PIPING UNDER MEZZANINES TO BE 31/4" FROM <br />BOTTOM OF C-CHANNEL JOISTS. <br />2. HARD PIPE ARMOVERS WITH A CUMULATIVE <br />HORIZONTAL LENGTH OVER 24" MUST BE SUPPORTED. <br />3. ALL VICTAULIC FITTINGS TO BE FIRELOCK UNLESS <br />OTHERWISE NOTED. <br />4. EXISTING 12" CONCRETE PLUG TO BE REMOVED <br />FOR RISER. <br />TOLCO FIG. 980 <br />TOLCO FIG. 980 SWVL. ATTACHMENT <br />SWVL ATTACHMENT CONCRETE 1/2" x 3 3/4" KWIK-BOLT CONCRETE <br />1/2" x 3 3/4" KWIK-BOLT w/ NUT & WASHER <br />w/ NUT & WASHER <br />Ix0 <br />0.0 60'-90° <br />60°-90° S�� BPS) <br />TOLCO FIG. 1001 <br />SWAY BRACE ATTACHMENT <br />LATERAL BRACE 2 TUNNEL <br />— TOLCO FIG. 4L PIPE CLMP. <br />W/ FIG 980 SWVL. ATTACHMENT <br />LONGITUDINAL BRACE 2 TUNNEL <br />-0" <br />1'-5" <br />-COL COL-FOW <br />SIN � i oY <br />1oI D <br />I <br />o <br />I <br />I <br />�o <br />-I SIN <br /><D o <br />I Y <br />DO � o <br />_IC <br />I o <br />N <br />o <br />M <br />o � o <br />00 o <br />up <br />CD <br />O o - <br />I of <br />o <br />N _IN <br />cO o <br />Y <br />00 o <br />—I u <br />M <br />Io <br />rn <br />I o <br />� I <br />o o <br />00 <br />SIN <br />O o <br />I <br />—I 0 <br />00 ro <br />�I u <br />NJ I <br />� y <br />Io <br />M <br />O I <br />I i o <br />00 <br />- IN <br />I N. <br />9._ 4" MAIN-I,VL <br />COL -RAIN <br />DESIGN AREA: RA#1 FSI - <br />U AN Y: N H- A CORNER OF FSI MEZZ <br />DESIGN CURVE: EXTRA HAZARD GROUP 2 <br />DENSITY: 4 GPM / 00 FT <br />AREAAREAOF A LI A N: 25�-FTC <br />HOSE ALLOWANCE: 500 GPM - <br />6.D AT TUNNEL CONNECTION) <br />UALUIULAI 1 <br />SYSTEM DEMAND: I231.7GPM @ 78.OPS1 @ BOR <br />TOLCO FIG. 82 WF BEAM <br />SWAY BRACE AT AC . <br />PERPENDICULAR *�2220 <br />G00-900 Sc,' 0 \\4OLCO FIG. 980 <br />SWVL ATTACH. <br />Qa3o *(1970)A <br />PIPOCFLLIA. PL <br />*F260 <br />LONGITUDINAL BRACE 3 RISER <br />*(FM GLOBAL LOAD VALUES <br />WE BEAM <br />Goo-90 5cr"' \-TOLCO FIG. 980 <br />�\o SWVL*(1970) <br />�TOLCO <br />FIG. 1001 <br />SWAY B%)ATTACH. <br />LATERAL BRACE 3 RISER <br />*(FM GLOBAL LOAD VALUES) <br />to _ <br />x <br />- <br />AREA OF WORK . <br />BLDG 40-36 <br />ZONE # SV-36-T2 g <br />_COL. N-13 <br />S W 2 <br />KEY PLAN Permit#: K2401-001 <br />N Site Address: 3003 W Casino Rd BLDG 40-36 <br />NTS Applicant: Viking Auto Sprinkler Co <br />Application Date: 0110512024 <br />Description: BLDG 40-36, PSI & MIC <br />I Me=anines. 303 Pendants <br />Review Date: 01/08/2024 <br />L <br />EVERETT <br />Everett Fire Dept. Permit Review <br />Status: Approved <br />Reviewed By: KBrown <br />01 /08/2024 12:45:05 <br />PM <br />APPROVED <br />PUBLIC WORKS DEPARTMENT <br />BY: THerman <br />DATE: 0110912024 <br />CITY OF EVERETT REVIEWED FOR PERMIT <br />PROJECT DESCRIPTION <br />VIKING TO EXTEND EXISTING WET PIPE SPRINKLER <br />SYSTEM FROM TUNNEL TO FIRST FLOOR TO ADD <br />PROTECTION UNDER 2 NEW MEZZANINE <br />PLATFORMS. <br />POC: SV-36-T2 <br />ADDING 303 PENDENT SPRINKLERS. <br />GENERAL NOTES: <br />1. SYSTEMS ARE DESIGNED PER NFPA 13, 2016 ED., FM, THE <br />CONTRACT DOCUMENTS AND THE CITY OF EVERETT. <br />2. SYSTEM TYPES: <br />-WET PIPE <br />3. DESIGN CRITERIA: <br />-OCCUPANCY: EXTRA HAZARD GROUP 2 <br />-.4/2500 <br />-500 GPM HOSE ALLOWANCE ADDED @ 10" TUNNEL CONNECTION <br />4. CONSTRUCTION GENERAL: <br />-STEEL COLUMNS AND STEEL MEZZANINE DECK OVER 10" <br />C-CHANNEL JOISTS <br />5. PIPE: <br />-STEEL, BLACK, SCH40, IMPORT <br />6. FITTINGS: <br />-THREADED: ANVIL, BLACK, DUCTILE IRON <br />-GROOVED: VICTAULIC, FIRELOCK, WITH FACTORY ORANGE PAINT <br />FINISH <br />7. GROOVED COUPLINGS: <br />-VCTAULC STYLE 07 ZERO -FLEX <br />-VII <br />CTAULC #75 FLEX COUPLING (NOTED (F)) <br />8. HANGER MATERIAL: <br />-FINISH TO BE BLACK OR SHOP STANDARD <br />9. EXCLUSIONS: <br />PAINTING AND OR PREP OF THE SPRINKLER PIPING & <br />APPURTENANCES FOR PAINTING. <br />WIRING AND/OR TERMINATIONS. <br />10. VIKING'S SCOPE DOES NOT INCLUDE ANY RESPONSIBILITY, EITHER <br />WRITTEN OR IMPLIED, FOR THE CONDITION OR CURRENT CODE <br />COMPLIANCE OF THIS OR ANY OTHER SPRINKLER SYSTEM. <br />
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