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811 SE EVERETT MALL WAY 2021 OLYMPIC HOT TUB Plans 2022-11-07
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811 SE EVERETT MALL WAY 2021 OLYMPIC HOT TUB Plans 2022-11-07
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11/7/2022 2:03:18 PM
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4/18/2022 11:36:33 AM
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Street Name
SE EVERETT MALL WAY
Street Number
811
Tenant Name
OLYMPIC HOT TUB
Permit
B2103-011
Year
2021
Notes
NEW PARTITIONS / DOORS / INSTALL NEW CEILINGS / PRIVATE
Address Document Type
Plans
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Z-0" WIDE ACOUSTIC BATT <br />INSULATION OVER PARTITION <br />ABOVE HUNG CEILING. <br />1/4" NON-COMBUSTABLE <br />WOOD FILLER UNDER MAIN <br />RUNNERS. - <br />EXISTING CEILING_. <br />N� <br />REVEAL (PAINT BLACK) OR <br />MATCH EXISTING CONDITION. <br />CONTI N UOUS 'UMETAL --- <br />TRIM WITH PAPER WING. <br />ACOUSTIC BATT INSULATION. - <br />STUD SCHEDULE <br />STUD SCHEDULE: <br />2-1/2" = 250S125-27 (22 GA); MAX 10'-0" HIGH. <br />3-5/8" = 362S125-27 (22 GA); MAX IT-0" HIGH. <br />6" = 600S125-27 (22 GA); MAX IT-6" HIGH, <br />NOTES: <br />1. ALL STUDS ARE AT 16" Q.C. <br />2. USE SAME GAUGE AS STUDS FOR TRACKS AND <br />CHANNEL, <br />3. USE SSMA TECHNICAL GUIDES. <br />RESTROOM PARTITION <br />A9-3 1-1/2" = V-0" <br />ANGLE OF WIRE <br />FROM <br />PLUMBLINE _ <br />10' MAX. <br />APPROVED <br />SEISMIC CLIPS <br />ATTACH PER <br />MFR'S <br />REQUREMENT'S <br />1/4" NON-C <br />WOOD FILI <br />RUNNERS <br />EXISTI <br />CONTINUO <br />TRIM W/ PP <br />SIDES OF F <br />SEISMIC BRACING (BEYOND) <br />PER 13/TI-1. <br />— METAL TRACK WITH (2) #10 <br />SCREWS AT 16" O.C. <br />2'4' WIDE ACOUSTIC BATT <br />INSULATION. <br />- NEW GWB HARD LID CEILING TO <br />MATCH B/S RESTROOM CEILINGS. <br />i' -- 5/8" FIRE RETARDANT TREATED <br />PLYWOOD BLOCKING AT WALL <br />HUNG ITEMS (WHERE <br />APPLICABLE- REFER TO <br />DRAWING PLANS). <br />ALTERNATE FOR BLOCKING: <br />20" WIDE SHEET METAL AT +40" <br />FROM FLOOR TO BOTTOM (IN <br />LIEU OF WOOD BLOCKING) <br />�- #12 HANGER WIRE <br />ANCHORED TO <br />STRUCTURE ABOVE <br />HEAVY DUTY CROSS <br />F TEE <br />7/8" MIN \ ` <br />MAX 8" `— SUSPENDED CEILING <br />PANEL <br />CEILING PERIMETER SEISMIC DETAIL <br />NTS <br />GALV. STEEL SILL TRACK. <br />ATTACH TO STRUCTURE WITH <br />HILTI X-U (OR XU15) UNIVERSAL <br />KNURLED SHANK POWER DRIVEN <br />FASTENER WITH MIN. 1" <br />EMBEDMENT �7a 16" O.C. <br />(FOLLOW MANUFACTURER'S <br />INSTRUCTIONS). — <br />FLOORING AS SCHEDULED <br />(BOTH SIDES OF PARTITION) <br />STUD SCHEDULE <br />STUD SCHEDULE: <br />2-1/2" = 250S125-27 (22 GA), MAX <br />10'-0" HIGH. <br />3-5/8" = 362S125-27 (22 GA); MAX <br />13'-0" HIGH. <br />f 6" 600S125-27 (22 GA); MAX <br />17'-6" HIGH. <br />NOTES: <br />1. ALL STUDS ARE AT 16" O.C. <br />2. USE SAME GAUGE AS STUDS FOR <br />TRACKS AND CHANNEL. <br />3. USE SSMA TECHNICAL GUIDES, <br />SEISMIC BRACING (BEYOND) <br />PER 5/TI-1 <br />1/8" BLACK FOAM TAPE, HOLD <br />BACK 1/4" FROM EDGE OF TRACK <br />(BOTH SIDES) <br />METAL TRACK WITH (2) #10 <br />SCREWS AT 16" O.C. <br />REVEAL (PAINT BLACK) OR <br />MATCH EXISTING CONDITION. <br />(BOTH SIDES OF PARTITION) <br />5/8" FIRE RETARDANT TREATED <br />PLYWOOD BLOCKING AT WALL <br />HUNG ITEMS (WHERE <br />APPLICABLE- REFER TO <br />DRAWING PLANS). <br />ALTERNATE FOR BLOCKING: <br />20" WIDE SHEET METAL AT +40" <br />FROM FLOOR TO BOTTOM (IN <br />LIEU OF WOOD BLOCKING) <br />5/8" GWB, TYPE 'X' EACH SIDE <br />BASE, AS SCHEDULED. <br />(BOTH SIDES OF PARTITION) <br />EXISTING STRUCTURE (BELOW) <br />GALV STEEL STUD, PER STUD <br />SCHEDULE, WITH 5/8" TYPE'X' <br />GWB EACH SIDE. <br />TENANT INTERIOR PARTITION DETAIL <br />1-1/2" = V-0" <br />EXISTING <br />STRUCTURE <br />METAL STUDS STAGGERED �,ia 8'4' <br />O.G. FOR ALL UNBRACED STRAIGHT <br />RUNS OF WALL OVER 12'-0". ATTACH <br />TO STRUCTURE ABOVE. - <br />(2) #10 SCREWS ---- -- <br />SCHEDULED CEILING TILE & GRID <br />T MAX 8' MAX 8' MAX 8' MAX 8' MAX 8' MAX �2' MAX <br />-- --� / TO END <br />OF WALL <br />OMIT BRACING AT WALL <br />I <br />LATERAL BRACING (STAGGERED) PER —TOP OF WALL <br />DETAIL ABOVE (TYP.) — <br />LATERAL WALL BRACING PLANT VIEW <br />NTS — - <br />ANCHOR TO STRUCTURE W/ POWER <br />DRIVEN FASTENER HIL TI X-U (OR X-P) <br />W/ MIN. 1" EMBEDMENT @a 16"O.C. <br />GALV. (FOLLOW MANUFACTURER'S <br />INSTRUCTIONS), <br />NOTES: <br />1. LATERAL BRACING IS TO BE INSTALLED ON <br />TENANT PARTITIONS AT 8 FEET O.C. EXCEPT AT <br />INTERSECTIONS WITH WALLS AT LEAST 4 FEET <br />LONG. (PER TYPICAL PARTITION PLAN) <br />2. PROVIDE BRACING AT ANY PERMANENT <br />PARTITION THAT IS NOT ATTACHED TO CEILING <br />GRID. <br />STANDARD HEAD BRACING DETAIL <br />1-1/2" = V-0" <br />GALV. STEEL SILL TRACK, <br />ATTACH TO STRUCTURE <br />WITH HILTI X-U (OR XU15) <br />UNIVERSAL KNURLED SHANK <br />POWER DRIVEN FASTENER <br />WITH MIN. 1" EMBEDMENT @ <br />16" O.C. (FOLLOW <br />MANUFACTURER'S <br />INSTRUCTIONS). <br />FLOORING AS SCHEDULED <br />(BOTH SIDES OF PARTITION) <br />STUD SCHEDULE <br />STUD SCHEDULE: <br />2-1/2" = 250S125-27 (22 GA); MAX <br />10'-0" HIGH. <br />3-5/8" = 362S125-27 (22 GA); MAX <br />IT-O" HIGH. <br />6 = 600S125-27 (22 GA); MAX <br />17-6" HIGH. <br />NOTES: <br />1. ALL STUDS ARE AT 16" O.C. <br />2. USE SAME GAUGE AS STUDS FOR <br />TRACKS AND CHANNEL, <br />3. USE SSMA TECHNICAL GUIDES. <br />HEIGHTFULL PARTITIONT <br />1-1/2" jB-0" <br />GALV. STEEL DEEP LEG DEFLECTION TRACK, <br />ANCHOR TO STRUC T URE WITH HILTI X-U (OR XU15) <br />UNIVERSAL KNURLED SHANK POWDER DRIVEN <br />FASTENER WITH MIN. 1" EMBEDMENT @ 16" O.C. <br />(FOLLOW MANUFAcruRER'S INSTRUCTIONS). <br />ALTERNATE FOR WOOD: <br />USE (2) #10 SCREWS AT 16" Q.C. <br />HOLD GYP. FASTENERS BACK <br />2-1/2" FROM EDGE. <br />NEW HARD CEILING <br />SEE REFLECTED CEILING <br />PLAN FOP. CEILING HEIGHT <br />METAL FRAMING/CEILING <br />SUPPORT <br />5/8" FIRE RETARDANT <br />TREATED PLYWOOD <br />BLOCKING AT WALL HUNG <br />ITEMS (WHERE APPLICABLE - <br />REFER TO DRAWING PLANS). <br />ALTERNATE FOR BLOCKING: <br />20" WIDE SHEET METAL AT <br />+40" FROM FLOOR TO <br />BOTTOM (IN LIEU OF WOOD <br />BLOCKING) <br />5/8" GWB, TYPE W EACH <br />SIDE <br />BASE, AS SCHEDULED. <br />(BOTH SIDES OF PARTITION.) <br />EXISTING STRUCTURE <br />(BELOW) <br />GALV STEEL <br />STUD, PER STUD <br />SCHEDULE, WITH <br />5/8" TYPE 'X' GWB <br />EACH SIDE, <br />1/8" DIA, X 3" CONCRETE EYE SCREW TO <br />'NISTRUCTURE (NO DRIVE PIN CONNECTION) <br />VERTICAL WIRE HANGER -NO. 12 GAUGE @ 4'-0" <br />O.C. OR N0. 10 GAUGE @ T-0" O.C. ALONG EACH <br />/ MAIN RUNNER <br />HEAVY GAUGE WIRE "PIN" <br />---VERTICAL STRUT STABLING BAR @ 12'-0" EACH <br />\ DIRECTION FASTENED TO MAIN RUNNER AND <br />� I <br />CUT TIGHT 1-0 STRUCTURE ABOVE, HELD IN <br />PLACE BY VERTICAL WIRE HANGER AND HEAVY <br />GAUGE WIRE PIN <br />V A�jl 4�\ <br />5d" 1 HEAVY DUTY MAIN RUNNER AT 4'-0" Q.C. <br />\ / (4) LATERAL SUPPORT WIRES AS NOTED <br />I45' (BELOW) <br />45° � VERTICAL STRUT FASTENED TO MAIN <br />RUNNER <br />CROSS RUNNER <br />SUSPENDED CEILINGS ARE TO COMPLY WITH FOLLOWING CODES AND REGULATIONS: <br />A. 2018 INTERNATIONAL BUILDING CODE (IBC) SECTIONS 803.11 AND 1613.1. <br />B. PARTIAL LISTING OF REQUIREMENTS FOR SUSPENDED CEILINGS: <br />1, A HEAVY DUTY T-BAR GRID SYSTEM. <br />2. PERIMETER CLOSURE ANGLE (WALL ANGLE) SHALL BE NOT LESS THAN 2.0 INCHES, <br />3. ON TWO ADJACENT SIDES, THE GRID SHALL BE ATTACHED TO THE WALL (ANGLE POP RIVETS ARE ACCEPTABLE). THE OTHER TWO SIDES, <br />SHALL HAVE %4 INCH CLEARANCE BETWEEN THE ENDS OF THE GRID AND THE WALL. <br />4. STABILIZER BARS ARE REQUIRED TO PREVENT THE SPREAD OF MAIN BEAMS AND/OR CROSS TEES. <br />5. PERIMETER SUPPORT (TAIL) WIRES ARE REQUIRED WITHIN EIGHT INCHES OF THE WALL FOR ALL EDGES. <br />6. VERTICAL HANGERS SHALL BE NO. 12 GAUGE WIRE SPACED AT 4 FEET ON CENTER OR NO. 10 GAUGE SPACED AT 5 FEET ON CENTER ALONG <br />EACH MAIN RUNNER. THREE WIRE TURNS REQUIRED. WITHIN 1:6 OUT -OF -PLUMB UNLESS COUNTER -SLOPING WIRES ARE PROVIDED, <br />7. LATERAL BRACING IS REQUIRED. SPLAY WIRE PODS AT 12' MAX. O.C. AND 6' MAX. FROM WALLS, A STRUT FASTENED TO THE MAIN RUNNER <br />SHALL BE EXTENDED TO AND FASTENED TO STRUCTURE. <br />8. CEILINGS OVER 2,500 SQUARE FEET MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP <br />INTO AREAS NOT EXCEEDING 2,500 SQUARE FEE-T. <br />9. FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD AND OTHER PENETRATIONS SHALL HAVE A 2-INCH OVERSIZE RING, SLEEVE, OR <br />ADAPTER THROUGH THE CEILING TILE 10 ALLOW FOR FREE MOVEMENT OF AT LEAST 1-INCH IN ALL HORIZONTAL DIRECTIONS; OR, <br />SPRINKLER HEAD EXTENSION TO HAVE A SWING JOINT THAT CAN ACCOMMODATE 1 INCH OF CEILING MOVEMENT IN ALL HORIZONTAL <br />DIRECTIONS. <br />10. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. <br />11. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. <br />12. ALL WIRE TIES TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAUGE HANGER WIRES SPACED 4' O.C. <br />CEILING SUPPORT A <br />NTS <br />GALV, STEEL SILL TRACK. <br />ATTACH TO STRUCTURE <br />WITH HILTI X-U (OR XU15) <br />UNIVERSAL KNURLED SHANK <br />POWER DRIVEN FASTENER <br />WITH MIN. 1" EMBEDMENT @ <br />16" Q.C. (FOLLOW <br />MANUFACTURER'S <br />INSTRUCTIONS). <br />FLOORING AS SCHEDULED <br />(BOTH TENANT'S PARTITION). <br />STUD SCHEDULE: <br />2-1/2" = 250S125-27 (22 GA); MAX <br />10'-0" HIGH. <br />3-5/8" = 362S125-27 (22 GA); MAX <br />1T-0" HIGH. <br />611 60OS125-27 (22 GA); MAX <br />17-6" HIGH. <br />NOTES: <br />1. ALL STUDS ARE AT 16" O.C. <br />2. USE SAME GAUGE AS STUDS FOR <br />TRACKS AND CHANNEL. <br />3. USE SSMA TECHNICAL GUIDES. <br />GALV. STEEL DEEP LEG DEFLECTION TRACK, <br />ANCHOR TO STRUCTURE WITH HILTI X-U (OR XU15) <br />UNIVERSAL KNURLED SHANK POWDER DRIVEN <br />FASTENER WITH MIN. 1" EMBEDMENT @ 16" O.C. <br />(FOLLOW MANUFACTURER'S INSTRUCTIONS). <br />ALTERNATE FOR WOOD: <br />USE (2) #10 SCREWS AT 16" Q.C. <br />HOLD GYP. FASTENERS BACK <br />2-1/2" FROM EDGE. <br />NEW HARD CEILING <br />SEE REFLECTED CEILING <br />PLAN FOR CEILING HEIGHT <br />METAL FRAMING/CEILING <br />SUPPORT <br />5/8" FIRE RETARDANT <br />TREATED PLYWOOD <br />BLOCKING AT WALL HUNG <br />ITEMS (WHERE APPLICABLE - <br />REFER TO DRAWING PLANS), <br />AL 1 ERNATE FOR BLOCKING: <br />20" WIDE SHEET METAL AT <br />+40" FROM FLOOR TO <br />BO-1T OM (IN LIEU OF WOOD <br />BLOCKING) <br />5/8" GWB, TYPE'X' EACH <br />SIDE <br />BASE, AS SCHEDULED. <br />(TENANT'S PARTITION.) <br />EXISTING STRUCTURE <br />(BELOW) <br />GALV STEEL <br />STUD, PER STUD <br />SCHEDULE, WITH <br />5/8" TYPE 'X' GWB <br />EACH SIDE. <br />B/S DEMISING/ SOUND PARTITION DETAIL <br />1-1/2" = V-0" <br />C ested Cra;' e InterionV'71) <br />Design Studio <br />Client Uenant: <br />OLYMPIC HOT TUB <br />Attn: Don Riling <br />Tel: 206.409.4849 <br />Email: Don@OIympicHotTub <br />Project Location. <br />_OLYMPIC HOT TUB <br />1 SE EVERETT MALL WAY, SUITE <br />EVERETT,WA 98208 <br />Proj. No.: 811_OHT_EVERETT <br />
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