3315 SEAWAY BLVD 2024 Plans 2025-07-01

T NON-BEARING METAL FRAMING NOTES DESIGNED FOR USE IN HEAD-OF-WALL DEFLECTION 17. COORDINATION WITH SFRM-BEFORE SFRM IS APPLIED, _ SHIM AS REQ'D,SECURE TO GRID GENERAL CONDITIONS THAT PROVIDE A POSITIVE ATTACHMENT ENSURE ANY ANCHOR PLATES OR CEILING RUNNERS AHJ AUTHORITIES HAVING JURISDICTION i BRACING AS REQ'D 1. INCLUDES NON-LOAD BEARING STEEL FRAMING ARE ATTACHED. ASTM AMERICAN SOCIETY FOR TESTING MATERIALS �`� INSULATION TO EXTEND 2'-0"BEYOND EACH SIDE OF AL VERTICAL OV WHILE ALLOWING A1'g'-3' SYSTEMS FOR INTERIOR GYPSUM BOARD ASSEMBLIES MINIMAL VERTICAL MOVEMENT PER AISI 220. 18. INSTALLATION STANDARDS FOR FRAMING BASE BASE CONDITION VARIES,SEE SECTIONS S OF WALLAS NOTED BELOW IA.1 UTILIZING BRANDS AS AVAILABLE THROUGH THE ILL 11. PROVIDE FIRESTOP TRACKS AT RATED WALLS WHERE INSTALLATION ARE: Cl CONTINUOUS INSULATION,R10 MIN 1 NUMBERS SPECIFIED. THE TOP RUNNER IS MANUFACTURED TO ALLOW 18.1. STEEL FRAMING=ASTM C 754 FIR FIRE RESISTIVE CONSTRUCTION PER UL -01 CEILING AS SPECIFIED INSULATION TO EXTEND 2'-0"BEYOND 2. INCLUDES SUSPENSION SYSTEMS FOR INTERIOR PARTITIONS TO EXPAND AND CONTRACT WITH 182. GYPSUM PLASTER ASSEMBLIES=ASTM C841 GA 600 GYPSUM ASSOCIATION'S FIRE RESISTANCE EACH SIDE OF WALL AS NOTED BELOW GYPSUM BOARD CEILINGS AND SOFFITS. MOVEMENT OF STRUCTURE WHILE MAINTAINING 18.3. PORTLAND CEMENT PLASTER ASSEMBLIES= MANUAL ,N PAINT REVEAL FLAT BLACK OR TAPED BLACK V PRODUCTS CONTINUITY OF FIRE RESISTANCE RATED ASSEMBLY ASTM C1063 GWB ALL GYPSUM BOARD IS TYPE'%'OR TVPE'C' CEILING AS SPECIFIED 3. FIRE TEST RESPONSE CHARACTERISTICS SHALL INDICATED IN THCKNESS NOT LESS THAN THAT FOR 18.4. GYPSUM VENEER PLASTER ASSEMBLIES=ASTM HEAD HEAD CONDITION VARIES,SEE SECTIONS INSULATION AS NOTED BELOW -. CONFORM TO THE GA-600 OR ILL NUMBERS SPECIFIED. STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF C844 ICGES INTERNATIONAL CODE COUNCILEVALUATION SERVICES ONE LAYER 518"GWB EACH SIDE OF WALL uj 4. PROVIDE MATERIALS COMPLIANT WITH ASTM E 119. STUDS. 18.5. GYPSUM BOARD ASSEMBLIES=ASTM C840 REPORT ONE LAYER 5/8"GWB EACH SIDE OF WALL 5. STC RATED ASSEMBLIES SHALL BE SUPPLIED IN INFILL MATCH EXISTING WALL MATERIALS,FIRE RATING,FINISH, -` 12, ALL STEEL UTILIZED IN FRAMING TO COMPLY WITH ETC. MTL.STUDS-WIDTH,GA.8 SPACING INSULATION AS NOTED BELOW _ ACCORDANCE WITH ASTM E90 AND ASTM E413 AS ASTM C645 WITH MINIMUM SIZE AND DIMENSION. 19. WALL TYPES ARE BASED ON 5 PSF LATERAL LOAD. AS NOTED BELOW CONT.MTL.RUNNER MECHANICALLY FASTENED TO CONFIRMED BY INDEPENDENT TESTING AGENCIES MLH MANUFACTURER'S LIMITING HEIGHTS 13. INSTALLATION,FRAMING,SIZING,CONNECTIONS,AND CONT.MI RUNNER MECHANICALLY FASTENED TO RW ROCKWOOL INSULATION ALL INSULATION SUBFLOOR.STUD WIDTH TO MATCH WALL;20 GA. GA-6000R UL. FASTENERS SHALL MEET WITH THE MANUFACTURERS 20. WALL TYPES TO BE USED FOR NON-BEARING 8 BFLOOR.SPACING AND EMBED DEPTH PER GOVERNING CODE '� 6. FRAMING MEMBERS SHALL COMPLY WITH AISI 220. WRITTEN INSTRUCTIONS AND COMPLY WITH ALL LOCAL NONSTRUCTURAL STUD WALLS ONLY. SB SOUND BATT INSULATION SHALL HAVE MAX SPACING AND EMBED DEPTH PER GOVERNING CODE 8 O SFRM SPRAY-APPLIED FIRE RESISTANT MATERIAL FLAME SPREAD OF &REGULATIONS. ALL INSULATION REGULATIONS N 7. STEEL STUDS AND RUNNERS SHALL COMPLY WITH AHJ RESTRICTIONS. SPECIFIED BASE Y ASTM AISI 220. 14. WALLS ARE TO RECEIVE MINIMUM 1l2"GWB TYPE X OR 21. MATERIAL GAUGES ARE FOR REFERENCE ONLY. SSMA STEEL STUDS MANUFACTURERS OF AMERICA 25 AND MAX.SMOKE SHALL HAVE MAX - _ UL UNDERWRITERS LABORATORY DEVELOPED OF 450 FINISHED FLOOR FLAME SPREAD OF SPECIFIED BASE 8. STUD DEPTH,WIDTH,AND SPACING SHALL COMPLY TYPE C BOTH SIDES. to 22. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE 25AND MAX.SMOKE , WITH THE LIMITING HEIGHTS BASED ON THE ICC-ES 15. ANY SUSPENSION SYSTEM SHALL CONFORM TO 1/8'FOAM TAPE W AC862012 AND SHALL ALSO BE COORDINATED GA600\UL TESTED ASSEMBLY LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS DEVELOPED OF 450 i THROUGH THE GC TO INCLUDE ANY INSULATION, AND PROVIDE MECHANICAL BRACING OF STUD 1/8"FOAM TAPE Z 16, HANGER ATTACHMENTS TO CONCRETE SHALL COMPLY FASTENERS/ATTACHMENT SHALL COMPLY WITH ASTM C645 - FINISHED FLOOR O PLUMBING,DUCTS,PIPES,STRUCTURAL STEEL,OR WITH ICC-ES AC193 AND ACI316 FOR EXPANSION FLANGES PER SSMA STANDARDS. > O FOR NONSTRUCTURAL STEEL FRAMING 00 EQUIPMENT TO BE CONTAINED WITHIN THE WALLS. ANCHORS AS DETERMINED BY TESTING PER ASTM E P 9. WALL HEIGHTS ARE BASED ON ALLOWABLE 23. INSTALL ALL MATERIALS IN ACCORDANCE WITH wuL sruo waLL wsuun0N FIRE RanNcv wuL STUD wuL INsuunoN FIRE RATINGI 488WSTM E488 M.POWER-ACTUATED ANCHORS SHALL IF E WALL HT. $IUD SIZE THICKNESS STUD SPACING THICKNESS COMMENTS > CONFORM TO ALLOWABLE LOAD CAPACITIES PER WPLL CEILING UL DESIGN NO. rypEL WALL HT. STUD SRE THICKNESS STUDSPACING THICKNESS wpl.L CEILING U ESIGry NO. COMMENTS Q DEFLECTION OF L/2400F THE WALL HEIGHT BASED ON ASSEMBLY CITED IN GA6000R UL. r , Q 3 5/8" 25 GAMIN 24"O.C. - _ REF.BIIR.1 FOR REF.MICIN FOR v A HORIZONTAL LOADING OF 5 LBS\SF UNLESS NOTED ICGES AC70,GREATER THAN OR EQUAL TO THE DESIGN A 8'-6"VIF MIN OR MLH MAX 4 7/8' - BRACING 9-0-VIF 3 IN 25 GA MIN 2 M O.C. 4 7/8" - - - B MIN OR MLH MAX BRACING OTHERWISE BY THE STRUCTURAL ENGINEER. LOAD PER ASTM E 1190 AND AS TESTED BY AN > 10. PROVIDE SLIP-TYPE HEAD JOINTS WITH ACLIP SYSTEM QUALIFIED TESTING AGENCY. CL "SB=SOUNDATTENUATION BATTS FR=FIRE RESISTNE ATTS FR=FIRE RESISTNE 3 GRID HEIGHT PARTITION 4 EXTENDED GRID HEIGHT FA a m 8"MAX. /o 0 / 54 MIL SIMPSON SJC10.25 W/(2) TERRAPOWER �! MIN(2)#12 SCREWS // 114'O HILTI KH EZ TO DECK 8"MAX. 7/8"'l EA END OF BRACE / BUILDING A UNATTACHED WALLS / FLOOR 2 CAN USE BERK CLIP OR STABILIZER POP RIVET NOTED AS BAR OR OTHER SUITABLE Og 'BIRON1/I-9,2FOR M, SYSTEMTO KEEP PERIMET / STRUCTURE ABOVE 3315 SEAWAY BLVD. CATEGORY D,E,F COMPONENTS FROM STUD WIDTH TO MATCH WALL; EVERETT, WA 98203 8"MAX. SPREADING APART / 33 MIL.BRACE @ 4'-0"O.C.MAX. © HANGER WIRE AT EACH PERIMETER MAIN TEE w ANC X 33 MIL.TRACK AND PERIMETER g MAX O \°/ ° / ANCHORED TO CHANNEL CROSS TEE ACOUSTICAL TILE CEILING y ' TYPICAL WALL MOULDING BLOCKING AS REQUIRED o O PER SCHEDULE. J' METAL CASING BEAD DESIGN JPC PROVIDE CEILING SEISMIC JOINT CLIP IN MAIN BEAMS SIMILAR TO ARMSTRONG SJMR AS �>� TYPICAL HEAVY DUTY = 54 MIL.DEFLECTION TRACK&CONT. DRAWN T$J SUSPENDED CEILING FOAM PAD-ATTACH TO CEILING NECESSARY DIVIDING CEILING INTO AREAS NO CHECKED AN A, GREATER THAN 2,500 S.F. GRID SYSTEM PER SCHEDU 4 GRID W/(2)#10 SCREWS @ NO 24-0035 ATTACHED WALLS AT CATEGORY D, 3 24"O.C.PAINT REVEAL FLAT BLACK a E&F USE BERC2 BY ARMSTRONG OR USE BLACK RUNNER Y° OR EQ.CEILING NOTED AS'B'ON 11 FRAMING PER LIMITING I-9.2,CATEGORY C ALWAYS USES HEE HTS PLAN FOR WALL BERC2 SEE PLANS FOR WALL TYPE CCEILING-APC-EXPANSION JOINT 6 CEILING-APC-PERIMETER SUPPORT 7 NOT USED 8 PARTITION BRACING DETAIL SCALE:3"=1'-0" SCALE:1 1/2"=1'-p" SCALE:3"=V-D" SCALE:3'=V-0" OTES: 1. LATERAL BRACING CLUSTER:(4)12 GA.GALV.SOFT-ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2"OF NO.9 GA.LATERAL SUPPORT WIRE WITHIN 3" CROSS 7'AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX.ABOVE HORIZONTAL.CLUSTERS PLACED (E)CONCRETE (E)CONCRETE OF EACH CORNER OF LIGHT FIXTURE.SPLAY 12'-0"O.C.MAX.AND 6'-0"MAX.FROM EACH WALL.WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. OVER METAL DECK OVER METAL DECK WIRES AS SHOWN AND FASTEN TO BEAM OR SUSPENSION WIRE:12 GA.GALV.SOFT-ANNEALED MILD STEEL WIRE ENCASED IN z'DIAM.CONDUIT(FOR UPLIFT RESTRAINT); PURLIN.MIN.OF 3 WIRE TURNS EACH. SECURE WIRE TO MAIN RUNNER WITHIN 2'OF CROSS T.CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND CONNECTION POINT 6389 REGISTERED SUSPENSION WIRES TO OCCUR AT 4'-0"O.C.MAX.EACH WAY. Q Q ITEM PENETRATING CEILING SHALL BE ARCHITECT SUPPORTED AND SEISMICALLY BRACED N0.9 GA.LATERAL SUPPORT WIRE AT TURNS MIN. COMPRESSION INDEPENDENT OF CEILING CENTER ENDS OF EA.FIXTURE.FIXTURE STRUT(NOTE#2) 4 4 SUPPORT WIRE SUPPLIED BY CEILING ITHIN 3'TYP. �.0 CONTRACTOR OTE#1 T� 60"MAX.TYP. NOTE#1 45" MARK A.PETERSON CEILING CLIP W/ CEILING CLIP W/ r7CEILING PANEL AS SCHEDULED STATE OF WASHINGTON ANCHORAGE PER ANCHORAGE PER (2)#8 SCREWS ASCE 7-10 AND ASCE 7-10 AND 45' ASTM E580 ASTM E580 4 ESCUTCHEON ATTACHED TO ITEM 45°MAX.TYP. RUNNER ENDS AT (3)TURNS WITHIN RECESSED OPPOSITE WALLS 1-1/2'OF END 5.10.2024 PERMIT SET AIN RUNNER, 2"MAX.TYP. TO FLOAT FREE OF WIRE COMPRESSION FIXTURE EAVY DUN 9.17.2024 CD SET ON PERIMETER STRUT PER ROSS'T' ANGLE.PROVIDE SEISMIC BRACE 5/I-9.2 CROSS TIE Qi ll.06.2024 TENANTREVISION 3l4"CLEARANCE WIRE VIEW SHOWING LATERAL BRACING BETWEEN ENDS OF LUSTER AND SUSPENSION WIRE GRID It WALL MAIN STRUCTURAL RUNNER 4'-0'O.C. CEILING-APC-BRACING DIAGRAM �„ CEILING-APC-SEISMIC WIRE/COMP STRUT , , CEILING-APC-PENETRATION DETAIL ,12 CEILING-APC-LIGHT FIXTURE BRACING 9 SCALE:NTS L V SCALE:3"=1'-0" 1 L SCALE:NTS L SCALE:NTS 1434 WALL ANGLE(TYP)FINISH 1" TO MATCH GRID MAIN RUNNER CROSS TEE C � ir � IIIIIIIIIIIIIIIIIII I I IIIIIIIIIIIIIIIIII Isolcnory sraMR POP RIVET CROSS TEE TO MAIN 1" ACOUSTIC TILE CEILING RUNNER MATCH GRID WIDTH POP RIVET CROSS TEES TO CONSTRUCTION WALL ANGLE DETAILS 'a NOTE:COORDINATE JOINT LOCATION WITH ARCHITECT PRIOR TO GRID INSTALL,EXPANSION JOINT IS REQUIRED FOR CEILINGS 2,500 SQ.OR GREATER. 3 m 1-9.2 13 CEILING-APC-EXPANSION JOINT g` SCALE:NTS 3 ©zOza dvc aRCHrtecrs,Lc L City of Everett Permit Services EVERETT Reviewed for Permit 01/09/2025