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5900 36TH AVE W C 2024 Plans 2025-04-08
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5900 36TH AVE W C 2024 Plans 2025-04-08
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Last modified
4/8/2025 7:10:46 AM
Creation date
4/8/2025 7:10:08 AM
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Address Document
Street Name
36TH AVE W
Street Number
5900
Unit
C
Permit
B2404-051
Year
2024
Notes
NEW OFFICES & RACKING WITHIN EXISTING SHELL
Address Document Type
Plans
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TNON-BEARING METAL FRAMING NOTES DESIGNED FOR USE IN HEAD-OF-WALL DEFLECTION 17. COORDINATION WITH SFRM-BEFORE SFRM IS APPLIED, WALL TYPE COMMENTS ABBREVIATIONS I I I i-- <br /> GENERAL CONDITIONS THAT PROVIDE A POSITIVE ATTACHMENT ENSURE ANY ANCHOR PLATES OR CEILING RUNNERS AHJ AUTHORITIES HAVING JURISDICTION EXISTING STRUCTURE / <br /> FR GYPSUM __ <br /> ASTM AMERICAN SOCIETY FOR TESTING MATERIALS FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES <br /> 1. INCLUDES NON-LOAD BEARING STEEL FRAMING OF STUDSVERTICAL <br /> MOVEMENT <br /> WHILE ALLOWING AI}"-3" ARE ATTACHED. COMPOUND OR GZ r 1 T ( ) <br /> SYSTEMS FOR INTERIOR GYPSUM BOARD ASSEMBLIES, MINIMAL VERTICAL MOVEMENT PER AISI 220. 18. INSTALLATION STANDARDS FOR FRAMING BASE BASE CONDITION VARIES,SEE SECTIONS SLOTTED TOP TRACK FOR HEAD-OF-WALL 481 TOP v , <br /> UTILIZING BRANDS AS AVAILABLE THROUGH THE UL CI CONTINUOUS INSULATION,R10 MIN FIRE CAU 2 F DEFLECTION.STUD WIDTH TO MATCH WALL;20 GA. INSULATION AS NOTED BELOW <br /> 1 11. PROVIDE RUNNER I TRACKS AT RATED WALLS WHERE INSTALLATION ARE: C7 <br /> NUMBERS SPECIFIED. THE TOP RUNNER IS MANUFACTURED TO ALLOW 18.1. STEEL FRAMING=ASTM C 754 FIR FIRE RESISTIVE CONSTRUCTION PER UL y TRACK CONNECTED TO STRUCTURE.FASTENERS/ATTACHMENT ' ONE LAYER 5/8"GWB EACH SIDE OF WALL <br /> 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 - SHALL COMPLY WITH ASTM C955 FOR STRUCTURAL FRAMING ro <br /> GYPSUM BOARD CEILINGS AND SOFFITS. MOVEMENT OF STRUCTURE WHILE MAINTAINING 18.3. PORTLAND CEMENT PLASTER ASSEMBLIES= MANUAL p AND ASTM C645.18 FOR NONSTRUCTURAL STEEL FRAMING ;• r 1 <br /> PRODUCTS GWB ALL GYPSUM BOARD IS TYPE 7C OR TYPE'C' v CONTINUITY OF FIRE RESISTANCE RATED ASSEMBLY ASTM C1083 SECURE STUDS TO LEG OF HEAD TRACK PER S220 ILING AS SPECIFIED <br /> 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 •:-0::::: SUSPENDED CEILING AT I3'-0"AFF.WITH BLANKET ± <br /> CONFORM TO THE GA-800 OR UL NUMBERS SPECIFIED. STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF C844 ICC-ES INTERNATIONAL CODE COUNCILEVALUATION SERVICES IINSULATION "' <br /> 4. PROVIDE MATERIALS COMPLIANT WITH ASTM E 119. STUDS. 18.5. GYPSUM BOARD ASSEMBLIES=ASTM C940 REPORT WALL INSULATION AS NOTED BELOW.13'-0"AFF <br /> uj <br /> 5, STC RATED ASSEMBLIES SHALL BE SUPPLIED IN INFILL MATCH EXISTING WALL MATERIALS,FIRE RATING,FINISH, <br /> 12. ALL STEEL UTILIZED IN FRAMING N COMPLY WITH <br /> ETC. <br /> I '. ACOUSTIC GATT INSULATION TO EXTEND 2'0"BEYOND MTL.STUDS WIDTH GA.8 SPACING <br /> ACCORDANCE WITH ASTMFEND E90 AND TESTING <br /> EN IE ASTM C845 WITH MINIMUM SIZE AND DIMENSION. 19. WALL TYPES ARE BASED ON 5 PSF LATERAL LOAD. EACH SIDE OF WALL AS NOTED BELOW AS NOTED BELOW H <br /> CONFIRMED BY INDEPENDENT TESTING AGENCIES 13. INSTALLATION,FRAMING,SIZING,CONNECTIONS,AND MLH MANUFACTURER'S LIMITING HEIGHTS <br /> GA-600 OR UL. FASTENERS SHALL MEET WITH THE MANUFACTURERS 20. WALL TYPES TO BE USED FOR NON-BEARING RW ROCKWOOL INSULATION CEILING AS SPECIFIED ALL INSULATION MTL.RUNNER MECHANICALLY FASTENED TO T <br /> 6. FRAMING MEMBERS SHALL COMPLY WITH AISI 220. WRITTEN INSTRUCTIONS AND COMPLY WITH ALL LOCAL NON-STRUCTURAL STUD WALLS ONLY. SB SOUND BATT INSULATION ONE IAYER TYPE X 5/8"GWB EACH SIDE OF WALL SHALL HAVE MAX SLAB WITH POWER ACTUATED FASTENERS:V LONG 1 �o <br /> 7. STEEL STUDS AND RUNNERS SHALL COMPLY WITH AHJ RESTRICTIONS. SFRM SPRAY-APPLIED FIRE RESISTANT MATERIAL MTL.RUNNER MECHANICALLY FASTENED TO FLAME SPREAD OF ', 18"O.C.OR 1}"LONGAT 38"O.C.MAX <br /> ASTM AISI 220. 14. WALLS ARE TO RECEIVE MINIMUM 112"GWB TYPE X OR 21. MATERIAL GAUGES ARE FOR REFERENCE ONLY. SSMA STEEL STUDS MANUFACTURERS OF AMERICA ALL INSULATION I SLAB WITH POWER ACTUATED FASTENERS:HIL71 25 AND MAX.SMOKE SPECIFIED BASE <br /> 8, STUD DEPTH,WIDTH,AND SPACING SHALL COMPLY TYPE C BOTH SIDES. UL UNDERWRITERS LABORATORY SHALL HAVE MAX X-U PIN 0 16"O.C.STAGGER 2" DEVELOPED OF 450 :i. . <br /> 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 FLAME SPREAD OF SPECIFIED BASE 1/8"FOAM TAPE - I N <br /> AC66-2012 AND SHALL ALSO BE COORDINATED >: 1!.".1L/ <br /> GABOOIUL TESTED ASSEMBLY LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS 25 AND MAX,SMOKE ACOUSTICAL SEALANT BOTH SIDES FINISHED FLOOR IJJ <br /> THROUGH THE GC TO INCLUDE ANY INSULATION, 16. HANGER ATTACHMENTS TO CONCRETE SHALL COMPLY AND PROVIDE MECHANICAL BRACING OF STUD DEVELOPED OF 450 FINISHED FLOOR <br /> PLUMBING,DUCTS,PIPES,STRUCTURAL STEEL,OR WITH ICC-ES AC193 AND ACI318 FOR EXPANSION FLANGES PER SSMA STANDARDS. 1/8"F P O <br /> EQUIPMENT TO BE CONTAINED WITHIN THE WALLS. ANCHORS AS DETERMINED BY TESTING PER ASTM E o <br /> 9. WALL HEIGHTS ARE BASED ON ALLOWABLE 4881ASTM E488 M.POWER-ACTUATED ANCHORS SHALL 23, INSTALL ALL MATERIALS IN ACCORDANCE WITH wAu STUD wuL INSULATION FIRE RATING WALL SNO WPIl INSULAnoN FIRE RATING C 00 <br /> DEFLECTION OF L/2400F THE WALL HEIGHT BASED ON ASSEMBLY CITED IN GA6000R UL. TypE WALL HT. STUD SIZE TwcKNE55 STUD SPACING THICKNESS WALL CEILING LDESIGN NO. COMMENTS rrae WALL Hi. SNO SIZE THICKNEss STUD SPACING THICKNESS COMMENTS <br /> CONFORM TO ALLOWABLE LOAD CAPACITIES PER w0 CEIUNG UL OESIGN NO. <br /> A HORIZONTAL LOADING OF 5 LBSISF UNLESS NOTED ICC-ES AC70,GREATER THAN OR EQUAL TO THE DESIGN A V.I.F. MIN 16 GA MIN 24T��O.LC. 93/4" R21" R30 - GWBONESIDE B 10'-0" MIN" 20 GA MIN 2 ,O C. 43/4" BATT BATT - REeaaclNG R <br /> OTHERWISE STRUCTURAL ENGINEER. LOADPERA TESTING <br /> AGENDAS TESTED BY AN "INSULATION UP TO 14'-G" N j <br /> 10. PROVIDE SLIP-TYPE HEAD JOINTS WITHA CLIP SYSTEM QUALIFIED TESTING AGENCY. <br /> EXTENDED GRID HEIG SCALE:3"•1 <br /> HT PARTITION ' FULL HEIGHT PARTITION b <br /> 3 SCALE:3".,•-0" � '-0' CIO <br /> EXISTING STRUCTURE ALL INSULATION 1,. <br /> INSULATION ON STICK PINS SHALL HAVE MAX 1/2"CDX PLYWD. /o 0 <br /> R21 FLAME SPREAD OFt <br /> 8"MR STUD JOIST TO MATCH III /o <br /> SMOKMAX. Tp.WALLSTUD SPACING,ALIGN WITH STU S', / 64 MIL SIMPSONSJC10.25W/(2) Sports Art <br /> EXISTING CONC.OR MASONRY SMOKE 1/4"0 HILTI KH EZ TO DECK <br /> WALL DEVELOPED OF 12'-0" MIN EAEN OF REWSACE ' BRIDGE POINT EVERETT <br /> CONT.8"METAL TRACK <br /> VAPOR BARRIER 450 EA END OF BRACE / STRUCTURE ABOVE <br /> :. 2 ROWS SIMPSON 0.157"PDPA <br /> TOP TRACK T150.43 TRACK TOFASTENERS 6"O.C.MAX STUD WIDTH TO MATCH WALL; C <br /> ONE LAYERTYPEX58"GWB MATCH STUDS. / 33 MIL.PROVIDE(1)BRACE INEITHER 5OO <br /> :. EMBED 11/4"MIN / DIRECTION®4'-0"D.C.MAX. <br /> eArrlNsuL. 5900 36TH AVE WEST <br /> 518"GWB <br /> I CEILING AS SPECIFIED EXTERIOR CONC.PANEL G F= 3 1/2"X 33 MIL.TRACK BLDG C - SUITE 100 <br /> FURRING WALL,WALL TYPE C w \ ' <br /> I INSULATION LU EVERETT, WA 98203 <br /> MTL.RUNNER MECHANICALLY FASTENED TO --+N O - ° BLOCKING AS REQUIRED <br /> 0 <br /> SLAB WITH POWER ACTUATED FASTENERS:V LONG - I O <br /> 918"O.C.OR1}"LONG AT 38"O.C.MAX SPECIFIED BASE I METAL CASING BEAD <br /> SPECIFIED BASE T150-03 TRACK TO MATCH STUDS W/ 33 MIL.DEFLECTION TRACK AT WALLS <br /> ACOUSTICAL SEALANT BOTH SIDES SIMPSON 0.157PDPA FASTENERS <br /> C - UP TO 10'-0"HIGH. DESIGN JPC <br /> FINISHED FLOOR 24"O.C.MAX-EMBED 1 1 14" C9 <br /> w 54 MIL.DEFLECTION TRACK AT WALLS JO,TL <br /> 1/8"F P DRAWN <br /> UP T014'-0"HIGH. <br /> CONT.FOAM PAD-ATTACH TO CEILING CHECKED JC <br /> WPLL WALL HT./ STUD SIff STUD SND SPACING WALL INSULATION FIRE RATING COMMENTS WALL WALLHT. STUDSIZE STUD STUD SPACING WALL INSU fON FIRE RATING COMMENT$ Q GRID W/2#1O SCREWS 24"D.C. 24-0167 <br /> TYPE THICKNESS THICKIJESS WALL CEILING LOESIGN NO. TYPE THICKNESS THICKNESS WALL CEILING LDESIGN NO. 3 () N0. <br /> `+ 31.2" 20 GAMIN 24"O.C. - 8" 18 GAMIN 24"O.C. _ PAINT REVEAL FLAT BLACK OR USE <br /> V.I.F. MIN MAX 6" R21" p 12'-0" MIN MAX 71/2" R21 R21 BLACK RUNNER <br /> "INSULATION ON PINS 10'�"-14'0" 'INSULATION UP TO 11'-4" FRAMING PER LIMITING <br /> HEIGHTS SCHEDULE. <br /> EXTERIOR WALL FURRING PARTITION �PATRT�I�TION WITH HARD LID CEILING � ARTITION BRACING DETAISEE PLANS FOR WALL TYPE <br /> Z SCALE:3'•l'-0" <br /> DO NOT SECURE PARTITION TO GLAZING <br /> SYSTEM,ATTACH AT WALL ABOVE AND <br /> (E)CONC.WALL WALL PANEL BELOW GLAZING <br /> INTERIOR WALL PER PLAN <br /> LINE OF SILL(VARIES PER SITE LINE OF SILL(VARIES PER SITE <br /> CONDITION) CONDITION) <br /> INTERIOR WALL PER PLAN SOSS REGISTERED <br /> MTL,STUD ATTACHED TO VERTICAL ?L <br /> MULLION WI DOUBLE SIDED STICKY <br /> Imo/ <br /> siaiE <br /> J ALIGN FACE FRAMING FOAM TAPE ANN KUSKA DERR <br /> WITH FACE OF CONC.PANEL <br /> OFwnsLIINGTON <br /> PREFINISHED DRYWALL MOLDING <br /> PREFINISHED DRYWALL MOLDING EN CLOSURE <br /> ENCLOSURE <br /> SEALANT (MULLION <br /> WINDOW SYSTEM WALL TO GLASS ENCLOSURE <br /> (MULLION MATE)GC VERIFY SIZE 04.19.2024 PERMIT SET <br /> REQUIRED <br /> GWB JAMB Q08.05.2024 PERMIT REVISION REV1 <br /> (E)WINDOW SYSTEM (E)GLAZING <br /> v <br /> WINDOW HEAD (JAMB SIM) &_:��.TITION TERMINATION AT MULLION PARTITION TERMINATION AT GLAZING <br /> SCALE:3"-1'0" " IL SCALE.3"=1'-0" <br /> 11 <br /> U (E)WINDOW SYSTEM <br /> GWB JAMB <br /> ALUM.BREAK SHAPE SILL <br /> H CAP,MATCH STOREFRONT <br /> FINISH <br /> ___-- SEALANT <br /> L <br /> tl <br /> ALIGN FACE OF FRAMING JURISDICTION STAMP <br /> § WITH FACE OF CONC.PANEL CONSTRUCTION <br /> INTERIOR WALL PER PLAN DETAILS <br /> (E)CONC.WALL WALL PANEL <br /> 1-9. 1 <br /> WINDOW SILL <br /> 13 SCALE.N.T.S. <br />
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