6611 ASSOCIATED BLVD PLANS 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 GENERAL CONDITIONS THAT PROVIDE A POSITIVE ATTACHMENT ENSURE ANY ANCHOR PLATES OR CEILING RUNNERS AHJ AUTHORITIES HAVING JURISDICTION ASTM AMERICAN SOCIETY FOR TESTING MATERIALS \/\ INSULATION TO EXTEND T-0"BEYOND EACH SIDE 1. INCLUDES NON-LOAD BEARING STEEL FRAMING OF STUDS R RUNNERS WHILE ALLOWING A 1 z'-3" ARE ATTACHED. BASE BASE CONDITION VARIES,SEE SECTIONS OF WALL AS NOTED BELOW - SYSTEMS FOR INTERIOR GYPSUM BOARD ASSEMBLIES MINIMAL VERTICAL MOVEMENT PER AISI AL 18. INSTALLATION STANDARDS FOR FRAMING CI CONTINUOUS INSULATION,R10 MIN 8 UTILIZING BRANDS AS AVAILABLE THROUGH THE UL 11, PROVIDE FIRESTOP TRACKS AT RATED WALLS WHERE INSTALLATION ARE: B 1 11 NUMBERS SPECIFIED. THE TOP RUNNER IS MANUFACTURED TO ALLOW 1&1. STEEL FRAMING=ASTM C 754 FIR FIRE RESISTIVE CONSTRUCTION PER UL CEILING AS SPECIFIED 2. INCLUDES SUSPENSION SYSTEMS FOR INTERIOR PARTITIONS TO EXPAND AND CONTRACT WITH 18.2. GYPSUM PLASTER ASSEMBLIES=ASTM C841 GA 600 GYPSUM ASSOCIATION'S FIRE RESISTANCE ' ` GYPSUM BOARD CEILINGS AND SOFFITS. MOVEMENT OF STRUCTURE WHILE MAINTAINING 18.3. PORTLAND CEMENT PLASTER ASSEMBLIES= MANUAL PAINT REVEAL FLAT BLACK OR TAPED BLACK V PRODUCTS CONTINUITY OF FIRE RESISTANCE RATED ASSEMBLY ASTM C1063 GWB ALL GYPSUM BOARD IS TYPE'X'OR TYPE'C' -- 3. FIRE TEST RESPONSE CHARACTERISTICS SHALL INDICATED IN THICKNESS NOT LESS THAN THAT FOR 18.4. GYPSUM VENEER PLASTER ASSEMBLIES=ASTM HEAD HEAD CONDITION VARIES,SEE SECTIONS INSULATION AS NOTED BELOWUj CONFORM TO THE GA-600 OR UL NUMBERS SPECIFIED. C844 ICC-ES INTERNATIONAL CODE COUNCILEVALUATION SERVICES STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF ONE LAYER 5l8"GWB EACH SIDE OF WALL 4. PROVIDE MATERIALS COMPLIANT WITH ASTM E 119. STUDS. 18.5. GYPSUM BOARD ASSEMBLIES=ASTM C840 REPORT 5. STC RATED ASSEMBLIES SHALL BE SUPPLIED IN 12. ALL STEEL UTILIZED IN FRAMING TO COMPLY WITH INFILL MATCH EXISTING WALL MATERIALS,FIRE RATING,FINISH, MTL.STUDS-WIDTH,GA.&SPACING 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. ETC. AS NOTED BELOW CONFIRMED BY INDEPENDENT TESTING AGENCIES 13 MLH MANUFACTURER'S LIMITING HEIGHTS . INSTALLATION,FRAMING,SIZING,CONNECTIONS,AND CUNT.MTL.RUNNER MECHANICALLY FASTENED TO GA-6000R UL. FASTENERS SHALL MEET WITH THE MANUFACTURERS 20, WALL TYPES TO BE USED FOR NON-BEARING RW ROCKWOOL INSULATION � ' SUBFLOOR.SPACING AND EMBED DEPTH PER GOVERNING CODE � 6. FRAMING MEMBERS SHALL COMPLY WITH AISI 220. WRITTEN INSTRUCTIONS AND COMPLY WITH ALL LOCAL NON-STRUCTURAL STUD WALLS ONLY. SB SOUND BATT INSULATION &REGULATIONS. N 7. STEEL STUDS AND RUNNERS SHALL COMPLY WITH AHJ RESTRICTIONS. SFRM SPRAY-APPLIED FIRE RESISTANT MATERIAL SPECIFIED BASE Y ASTM AISI 220, 14. WALLS ARE TO RECEIVE MINIMUM 1/2"GWB TYPE X OR 21. MATERIAL GAUGES ARE FOR REFERENCE ONLY. SS MA STEEL STUDS MANUFACTURERS OF AMERICA 8. STUD DE Ln W H,WIDTH,AND SPACING SHALL COMPLY TYPE C BOTH SIDES. UL UNDERWRITERS LABORATORY FINISHED FLOOR WITH THE LIMITING HEIGHTS BASED ON THE ICC-ES 15, ANY SUSPENSION SYSTEM SHALL CONFORM TO 22. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE AC86-2012 AND SHALL ALSO BE COORDINATED GA6001UL TESTED ASSEMBLY LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS 1l8"FOAM TAPE � Z o THROUGH THE GC TO INCLUDE ANY INSULATION, 16. HANGER ATTACHMENTS TO CONCRETE SHALL COMPLY AND PROVIDE MECHANICAL BRACING OF STUD FASTENERS/ATTACHMENT SHALL COMPLY WITH ASTM C645 y O PLUMBING,DUCTS,PIPES,STRUCTURAL STEEL,OR WITH ICC-ES AC193 AND ACI318 FOR EXPANSION FLANGES PER SSMA STANDARDS. FOR NONSTRUCTURAL STEEL FRAMING Q 7 W EQUIPMENT TO BE CONTAINED WITHIN THE WALLS. ANCHORS AS DETERMINED BY TESTING PER ASTM E 00 9. WALL HEIGHTS ARE BASED ON ALLOWABLE 23, INSTALL ALL MATERIALS IN ACCORDANCE WITH TAPE s1v0 wAPL INSUT2 FIRE RATING N 4881ASTM E488 M.POWER-ACTUATED ANCHORS SHALL TYPE WALL HT. STUD SIZE THICKNESS 6ND SPACING TNILKNE36 WALL CEILING UL OEBIGN NO. COMMENTS DEFLECTION OF U240OF THE WALL HEIGHT BASED ON CONFORM TO ALLOWABLE LOAD CAPACITIES PER ASSEMBLY CITED IN GA600 OR UL. Q Q 2 11 20 GA MIN 24"O.C. REF.MI-9.1 FOR A HORIZONTAL LOADING OF 5 LB&SF UNLESS NOTED ICC-ES AC70,GREATER THAN OR EQUAL TO THE DESIGN A VI MIN OR MLH MAX 3 5/8" SB SB - BRACING HL-+ OTHERWISE BY THE STRUCTURAL ENGINEER. LOAD PER ASTME1190 AND AS TESTED BY AN _ _ _ _ 10. PROVIDE SLIP-TYPE HEAD JOINTS WITH A CLIP SYSTEM QUALIFIED TESTING AGENCY. > 'SB=SOUNDATTENUATION BATTS FR=FIRE RESISTIVE y OGRID HEIGHT PARTITION m SCALE:T'=1'-0" COMPRESSION STRUTS ATTACHED WALL 8"MAX. AND LATERAL BRACING B B B B B o TO BE LOCATED 6'-0" �o o I MAX E.W.FROM WALLS / 54 MIL SIMPSON SJC10.25 W/(2) AND DISCONTINUOUS LI LI e"SRMSTRONG SEISMIC RX 1/4"0 HILTI KH EZ TO DECK CEILING SURFACES 3B PERIMETER CLOSURE AT 3 MIN(1#12 SCREWS IA.1 SEISMIC CATEGORY C,D,E,F 7/g"/ EA END OF BRACE / STRUCTURE ABOVE ° CENTER SMALL UNATTACHED WALLS STUD WIDTH TO MATCH WALL; PENETRATIONS WITHIN SEISMIC JOINTS WHERE CAN USE BERK CLIP OR ARMSTRONG STABILIZER EVERETT COMMERCE CTRA iD 33 MIL.PROVIDE(1)BRACE IN EITHER THE CEILING GIDA T1 REQUIRED TO LIMIT CEILING POP RIVET NOTED AS BAR OR OTHER SUITABLE Floor 1 &2 EVENLY SPACE 1-8.1 AREAS TO 2500 SF 'g/p'ON 111-9.2 FOR DIRECTION 4'-0"O.C.MAX. 8-6" b' SYSTEM TO KEEP PERIMETER S^ MULTIPLE COMPRESSIONSTRUTS AND CATEGORY D,E,F PENETRATION 13 LATERAL BRACING WHERE COMPONENTS FROM F- 2-1/2'X 33 MIL.TRACK u u I-91 SPREADING APART / ANCHORED TO CHANNEL WITHIN A SING CEILING AREA SF HANGER WIRE AT EACH w 6611 Associated Blvd MODULEHEAW-DUTY' T WIRES TOCEILIN11 CA VERTICAL IGGRID AND NGER IPERI EMETER THER AIN TEE O o% o / ACOUSTICAL TILE CEILING Everett,WA 98203 SUPPORT SYS I-9s1 MAIN BEAMS AT 4•-P'O.C. 8 M' BLOCKING AS REQUIRED SIMILAR TO ¢ EACH WAY WITH 3TIGHT CROSS TEEARMSTRONG So WRAPSSEISMIC RX PERIMETER TRIMRX FOR SEISMN i c METAL CASING BEAD CATEGORY'D, ' i BY ARMSTRONG CEILINGa LI LI 33MIL.DEFLECTIONTRACKATWALLS DESIGN JPC PER IBC 1613.1G ¢ UPT010'-0"HIGH.a p g p g p g p g p g p p g p g p p pp .l TYPICAL HEAW DUTY w 54 MIL.DEFLECTION TRACK AT WALLS DRAWNVZ OFF MODULE GWg CEILING GRID FIXTURE BRACING 7/8" SUSPENDED CEILING OP TQ 14'-0"HIGH. CHECKED AC BEAMS TO USE AT ELECTRICAL AND ATTACHED WALLS AT GRID SYSTEM BY CONT.FOAM PAD-ATTACH TO CEILING ' " 9.1MECHANICAL FIXTURES CATEGORY D,E&F USE ARMSTRONGCLIP 2 GRIDWI(2)#10 SCREWS(�24"O.C. NO. 24-0444 UNATTACHED WALL BERC2 BY ARMSTRONG PAINT REVEAL FLAT BLACK OR USE CEILING TYPE EL.M,AFF CEILING NOTED ASS' BLACK RUNNER CEILING ELEVAF B.O.HEADER ON 1/I-9.2,CATEGORY C FRAMING PER LIMITING ALWAYS USES BERC2 HEIGHTS SCHEDULE. W.CTA CEILING GRID DETAIL DIAGRAM -TYPICAL g SUSPENDED CLNG AT PERIMETER SUPPORT SEEP ANS FOR WALL TYPE g PARTITION BRACING DETAILSCALE:1/8"=1'-0' SCALE:11/2"=I%O` SCALE:3"=V-D" F WASHINGTON NO,9 GA.LATERAL SUPPORT WIRE WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE.SPLAY WIRES AS SHOWN AND FASTEN TO BEAM OR PURLIN.MIN.OF 3 WIRE TURNS EACH. CONNECTION POINT 8"MAX. No.9 GA.LATERAL SUPPORT WIRE AT CENTER ENDS OF EA.FIXTURE.FIXTURE SUPPORT WIRE SUPPLIED BY CEILING CONTRACTOR 8"MAX. 60°MAX.TYP. 45° © / 45° PROVIDE CEILING SEISMIC JOINT CLIP IN MAIN RECESSED BEAMS SIMILAR TO ARMSTRONG SJMR AS FIXTURE n ' NECESSARY DIVIDING CEILING INTO AREAS NO 09.16.24 PERMIT ISSUE , GREATER THAN 2,500 S.F. CROSS TIE 6_5 MAIN STRUCTURAL RUNNER 4'-0"O.C. OCEILING -APC- LIGHT FIXTURE BRACING 10 EXPANSION JOINT>2500SF SCALE: SCALE:T=V-0" NOTES: 1. LATERAL BRACING CLUSTER:(4)12 GA.GALV.SOFT-ANNEALED MILD STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS T'AND SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES MAX.ABOVE HORIZONTAL.CLUSTERS PLACED 12'-0"O.C.MAX.AND 6'-0"MAX.FROM EACH WALL.WIRES SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT. 2. SUSPENSION WIRE:12 GA.GALV.SOFT-ANNEALED MILD STEEL WIRE ENCASED IN Z CLAIM.CONDUIT(FOR UPLIFT RESTRAINT);SECURE WIRE TO MAIN RUNNER WITHIN 2"OF CROSS 7 CONDUIT TO OCCUR AT EVERY LATERAL BRACING CLUSTER AND SUSPENSION WIRES TO OCCUR AT 4%0"O.C.MAX.EACH WAY. 3 TURNS MIN. NOTE#2 WITHIN 3"TYP. NOTE#1 NOTE#1 JURISDICTION STAMP 45°MAX .TYP. RUNNER ENDS AT Construction Details OPPOSITE WALLS MAIN RUNNER, 2"MAX.TYP. TO FLOAT FREE HEAVY DUTY ON PERIMETER CROSS T" ANGLE.PROVIDE 314"CLEARANCE VIEW SHOWING LATERAL BRACING BETWEEN ENDS CLUSTER AND SUSPENSION WIRE OF GRID&WALL I 13 CEILING BRACING DIAGRAM SCALE:T=V-0" 2024 JRC ARCHITECTS,LLC City of Everett Permit Services EVERETT Reviewed for Permit 11/07/2024