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2825 COLBY AVE HERITAGE BANK 2023-03-30
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2825 COLBY AVE HERITAGE BANK 2023-03-30
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3/30/2023 11:02:29 AM
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3/16/2023 3:31:50 PM
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COLBY AVE
Street Number
2825
Tenant Name
HERITAGE BANK
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NON -BEARING METAL FRAMING NOTES <br />10. PROVIDE SLIP -TYPE HEAD JOINTS WITH A CLIP SYSTEM <br />QUALIFIED TESTING AGENCY. <br />GENERAL <br />DESIGNED FOR USE IN HEAD -OF -WALL DEFLECTION <br />17. COORDINATION WITH SFRM- BEFORE SFRM IS APPLIED, <br />1. INCLUDES NON -LOAD BEARING STEEL FRAMING <br />CONDITIONS THAT PROVIDE A POSITIVE ATTACHMENT <br />ENSURE ANY ANCHOR PLATES OR CEILING RUNNERS <br />SYSTEMS FOR INTERIOR GYPSUM BOARD ASSEMBLIES, <br />OF STUDS TO RUNNERS WHILE ALLOWING A 1 1'-3' <br />ARE ATTACHED. <br />UTILIZING BRANDS AS AVAILABLE THROUGH THE UL <br />MINIMAL VERTICAL MOVEMENT PER ASTM C645. <br />18. INSTALLATION STANDARDS FOR FRAMING <br />NUMBERS SPECIFIED. <br />11. PROVIDE FIRESTOP TRACKS AT RATED WALLS WHERE <br />INSTALLATION ARE: <br />2. INCLUDES SUSPENSION SYSTEMS FOR INTERIOR <br />THE TOP RUNNER IS MANUFACTURED TO ALLOW <br />18.1STEEL FRAMING =ASTM C 754 <br />GYPSUM BOARD CEILINGS AND SOFFITS. <br />PARTITIONS TO EXPAND AND CONTRACT WITH <br />18.1 GYPSUM PLASTER ASSEMBLIES = ASTM C841 <br />PRODUCTS <br />MOVEMENT OF STRUCTURE WHILE MAINTAINING <br />18.3. PORTLAND CEMENT PLASTER ASSEMBLIES= <br />3. FIRE TEST RESPONSE CHARACTERISTICS SHALL <br />CONTINUITY OF FIRE RESISTANCE RATED ASSEMBLY <br />ASTM C1063 <br />CONFORM TO THE GA-600 OR UL NUMBERS SPECIFIED. <br />INDICATED IN THICKNESS NOT LESS THAN THAT FOR <br />18.4. GYPSUM VENEER PLASTER ASSEMBLIES = ASTM <br />4. PROVIDE MATERIALS COMPLIANT WITH ASTM E 119. <br />STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF <br />C844 <br />5. STC RATED ASSEMBLIES SHALL BE SUPPLIED IN <br />STUDS. <br />18.5. GYPSUM BOARD ASSEMBLIES = ASTM C840 <br />ACCORDANCE WITH ASTM E90 AND ASTM E413 AS <br />12. ALL STEEL UTILIZED IN FRAMING TO COMPLY WITH <br />CONFIRMED BY INDEPENDENT TESTING AGENCIES <br />ASTM C645 WITH MINIMUM SIZE AND DIMENSION. <br />19. WALL TYPES ARE BASED ON 5 PSF LATERAL LOAD. <br />GA-600 OR UL. <br />13. INSTALLATION, FRAMING, SIZING, CONNECTIONS, AND <br />6. FRAMING MEMBERS SHALL COMPLY WITH ASTM C754. <br />FASTENERS SHALL MEET WITH THE MANUFACTURERS <br />20. WALL TYPES TO BE USED FOR NON -BEARING <br />7. STEEL STUDS AND RUNNERS SHALL COMPLY WITH <br />WRITTEN INSTRUCTIONS AND COMPLY WITH ALL LOCAL <br />NON-STRUCTURAL STUD WALLS ONLY. <br />ASTM C645. USE EITHER <br />AHJ RESTRICTIONS. <br />8. STUD DEPTH, WIDTH, AND SPACING SHALL COMPLY <br />14. WALLS ARE TO RECEIVE MINIMUM I2"GWB TYPE X OR <br />21. MATERIAL GAUGES ARE FOR REFERENCE ONLY. <br />WITH THE LIMITING HEIGHTS BASED ON THE <br />TYPE C BOTH SIDES. <br />MANUFACTURERS WRITTEN INSTRUCTIONS AND SHALL <br />15. ANY SUSPENSION SYSTEM SHALL CONFORM TO <br />22. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE <br />ALSO BE COORDINATED THROUGH THE GC TO INCLUDE <br />GA600\UL TESTED ASSEMBLY <br />LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS <br />ANY INSULATION, PLUMBING, DUCTS, PIPES, <br />16. HANGER ATTACHMENTS TO CONCRETE SHALL COMPLY <br />AND PROVIDE MECHANICAL BRACING OF STUD <br />STRUCTURAL STEEL, OR EQUIPMENT TO BE CONTAINED <br />WITH ICC-ES AC193 AND AC1318 FOR EXPANSION <br />FLANGES PER SSMA STANDARDS. <br />WITHIN THE WALLS. <br />ANCHORS AS DETERMINED BY TESTING PER ASTM E <br />9. WALL HEIGHTS ARE BASED ON ALLOWABLE <br />488ASTM E488 M. POWER -ACTUATED ANCHORS SHALL <br />23. INSTALL ALL MATERIALS IN ACCORDANCE WITH <br />DEFLECTION OF U240 OF THE WALL HEIGHT BASED ON <br />CONFORM TO ALLOWABLE LOAD CAPACITIES PER <br />ASSEMBLY CITED IN GA600 OR UL. <br />A HORIZONTAL LOADING OF 5 LBS\SF UNLESS NOTED <br />IMES AC70, GREATER THAN OR EQUAL TO THE DESIGN <br />OTHERWISE BY THE STRUCTURAL ENGINEER. <br />LOAD PER ASTM E 1190 AND AS TESTED BY AN <br />INSULATION TO WAS SPECIFIED O" BEYOND EACH SIDE <br />CEILI <br />OF WALL <br />SHIM AS REQ'D <br />PAINT REVEAL FLAT BLACK OR TAPED BLACK <br />INSULATION AS NOTED BELOW <br />ONE LAYER 5/8" GWB EACH SIDE OF WALL <br />MTL. STUDS - WIDTH, GA. & SPACING <br />AS NOTED BELOW <br />ROOM O CHASE ORE -N. WALL <br />SPECIFIED BASE <br />CONT. MTL RUNNER MECHANICALLY FASTENED TO <br />SUBFLOOR 20 GA.TRACK CONNECTED TO SUBFLOOR. <br />1/8' FOAM TAPE <br />FASTENERS/ATTACHMENT SHALL COMPLY WITH ASTM C645 <br />FOR NONSTRUCTURAL STEEL FRAMING <br />FINISHED FLOOR <br />WALL <br />ttPE <br />WALL HT. <br />STUD SIZE <br />STUO <br />THICKNESS <br />STUD SPACING <br />WALL <br />THICKNESS <br />INSULATION <br />WpyL <br />CEILING <br />FIRE-140I <br />ULDESIGN NO. <br />COMMENTG <br />C <br />11'-51/2" <br />4" MIN <br />30 MIL MIN <br />OR MLH <br />24" O.C. <br />MAX <br />4 5/8" <br />SB <br />SB <br />_ <br />REF. TB&1-9.1 FOR <br />BRACING <br />AHJ AUTHORITIES HAVING JURISDICTION <br />ASTM AMERICAN SOCIETY FOR TESTING MATERIALS <br />BASE BASE CONDITION VARIES, SEE SECTIONS <br />CI CONTINUOUS INSULATION, R10 MIN <br />FIR FIRE RESISTIVE CONSTRUCTION PER UL <br />GA 600 GYPSUM ASSOCIATION'S FIRE RESISTANCE MANUAL <br />GWB ALL GYPSUM BOARD IS TYPE W OR TYPE'C' <br />HEAD HEAD CONDITION VARIES, SEE SECTIONS <br />ICC-ES INTERNATIONAL CODE COUNCILEVALUATION SERVICES REPORT <br />INFILL MATCH EXISTING WALL MATERIALS, FIRE RATING, FINISH, ETC. <br />MLH MANUFACTURER'S LIMITING HEIGHTS <br />RW ROCKWOOL INSULATION <br />SB SOUND BATT INSULATION <br />SFRM SPRAY -APPLIED FIRE RESISTANT MATERIAL <br />SSMA STEEL STUDS MANUFACTURERS OF AMERICA <br />UL UNDERWRITERS LABORATORY <br />DO NOT SECURE PARTITION TO GLAZING <br />SYSTEM, ATTACH AT WALL ABOVE AND <br />BELOW GLAZING <br />BOX STUD TO CONFORM TO SITE <br />CONDITIONS <br />LINE OF SILL (VARIES PER SITE <br />CONDITION) <br />MTL. STUD ATTACHED TO VERTICAL <br />MULLION W/ DOUBLE SIDED (STICKY) <br />FOAM TAPE <br />OGRID HEIGHT FURRING PARTITIEOANNBAIIS rH=rIHENESISIIVt O PARTITION TERMINATION AT MULLION <br />SCALE: 3" =1'-0" SCALE: T =1'-0- <br />ALIGN <br />ALL TRANSITION MOULDINGS' TO BE <br />ALUMINUM, UNLESS OTHERWISE NOTED; <br />SCHULTER SYSTEM TRANSITIONS <br />OPARTITION TERMINATION AT CURTAIN WALL 10 FLOORING TRANSITIONS <br />SCALE: 3/4" = 1'-0' SCALE: 6" = 1' 0" <br />a2 <br />SHIM AS RED D <br />INSULATION TO EXTEND 2'-0" BEYOND EACH SIDE <br />OF WALL AS NOTED BELOW <br />CEILING AS SPECIFIED <br />PAINT REVEAL FLAT BLACK OR TAPED BLACK <br />INSULATION AS NOTED BELOW <br />ONE LAYER 5/8" GWB EACH SIDE OF WALL <br />MTL. STUDS - WIDTH, GA. & SPACING <br />AS NOTED BELOW <br />CONT. MTL. RUNNER MECHANICALLY FASTENED TO <br />SUBFLOOR 20 GA.TRACK CONNECTED TO SUBFLOOR. <br />SPECIFIED BASE <br />FINISHED FLOOR <br />1/8' FOAM TAPE <br />FASTENERSIATTACHMENT SHALL COMPLY WITH ASTM C645 <br />FOR NONSTRUCTURAL STEEL FRAMING <br />WPLL <br />ttPE <br />WALL HT. <br />STUD SIZE <br />STUD <br />THICKNESS <br />SNDSPACING <br />WALL <br />THICKNESS <br />INSULATION <br />WALL <br />CEILING <br />FIRE RATING <br />ULDESIGN NO. <br />COMMENTS <br />F{ <br />11'-5 1/2" <br />4' MIN <br />30 MIL MIN <br />OR MLH <br />24" O.C. <br />MAX <br />5 1/4" <br />SB <br />SB <br />- <br />REFTB611-9.t FOR <br />BRACBJG <br />513=50U14DATTEN.014 BATTS FR=FIRE RESISTIVE <br />3 GRID HEIGHT PARTITION <br />SCALE: 3" = VI" <br />PROVIDE WALL BRACING @ ALL NON -LOAD BEARING <br />WALLS 50 THAT NO WALL HAS AN UNSUPPORTED <br />LENGTH GREATER THAN 9'-0". <br />EXCEPTION: WALLS THAT ARE 12'-T OR LESS IN <br />LENGTH & SUPPORTED @ EA. END BY AN INTERSECTING <br />WALL OR STRUCTURE DO NOT REQUIRE WALL BRACING. <br />INTERSECTING WALLS ARE CONSIDERED AS WALL SUPPORTS. <br />WALLS MAY ONLY EXTEND UP TO Z-0" BEYOND AND A <br />SUPPORT WITHOUT BEING SUPPORTED AT ITS END <br />O7 PARTITION BRACING DETAIL <br />SCALE: 3" = V-0" <br />FASTEN TO STRUCTURE ABOVE WITH <br />(2) 3/8" 0 HILTI KBTZ EXPANSION <br />ANCHOR MINIMUM, EMBEDDED 2-5/8" <br />MINIMUM INTO BOTTOM OF <br />SLAB. <br />ACOUSTICAL TILE CEILING <br />METAL CASING BEAD <br />2-112" (22 GA.) TRACK W/ <br />(2) #10 SCREWS @ 24" O.C. <br />PAINT EXPOSED SURFACES <br />FLAT BLACK <br />FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES <br />DESIGNED SCAFCO SILT SLOTTED TOP TRACK OR EQUAL FOR HEAD-OF-WAI <br />DEFLECTION DEFLECTION. STUD WIDTH TO MATCH WALL; 20 GA. <br />TRACK CONNECTED TO STRUCTURE.FASTENERS/ATTACHMENT <br />SHALL COMPLY WITH ASTM C955 FOR STRUCTURAL FRAMING <br />41 AND ASTM C645 FOR NONSTRUCTURAL STEEL FRAMING <br />SECURE STUDS TO LEG OF HEAD TRACK PER ASTM <br />INSULATION AS NOTED BELOW <br />INSULATION TO EXTEND 2'-0" BEYOND EACH <br />SIDE OF WALL AS NOTED BELOW <br />CEILING AS SPECIFIED <br />ONE LAYER 518" GWB EACH SIDE OF WALL <br />CONT. MTL. RUNNER MECHANICALLY FASTENED TO <br />SUBFLOOR. <br />SPECIFIED BASE <br />1/8' FOAM TAPE <br />ACOUSTICAL SEALANT BOTH SIDES <br />FINISHED FLOOR <br />FASTENERSIATTACHMENT SHALL COMPLY WITH ASTM C955 <br />FOR STRUCTURAL FRAMING <br />ANfI GCTM ff1R Fn1 _l TRI I7TI IRAI 5-PI FRAMINr <br />WALL <br />ttPE <br />WALL HT. <br />STUD SRE <br />STUD <br />THICKNESS <br />STUD SPACING <br />WALL <br />THICKNESS <br />INSULATION <br />WALL <br />CEILING <br />FIRE RATING <br />ULDESONNO. <br />COMMENTS <br />4'MIN <br />33 MIL MIN <br />OR MLH <br />16'O.C. <br />MAX <br />51/4" <br />SB <br />S13 <br />- <br />- <br />D <br />15'4" <br />6'MIN <br />3ORMIL <br />MU1 <br />2MAX <br />71/4" <br />SB <br />S13 <br />- <br />- <br />113=111UNDATTENUATION BATTS HFt-HRERESISTIVE <br />4 FULL HEIGHT PARTITION <br />0 0 o STUD WIDTH TO MATCH WALL; 20 GA. <br />TRACK CONNECTED TO CONC. SLAB <br />WITH (2) 3/8' 0 HILTI KBTZ EXPANSION <br />ANCHOR MINIMUM, EMBEDDED 2-518" <br />MINIMUM INTO BOTTOM OF SLAB <br />STRUCTURE ABOVE <br />STUD WIDTH TO MATCH WALL; <br />20 <br />2-12" X 20 GA. TRACK <br />ANCHORED TO CHANNEL <br />ACOUSTICAL TILE CEILING <br />BLOCKING AS REQUIRED <br />METAL CASING BEAD <br />22 GA. 2-1/2" RUNNER & CONT. <br />FOAM PAD -ATTACH TO CEILING <br />GRID W/ (2) #10 SCREWS @ <br />24" O.C. PAINT REVEAL FLAT BLACK <br />OR USE BLACK RUNNER <br />SEE PLANS FOR WALL TYPE <br />Og PARTITION BRACING DETAIL <br />SCALE: W =1'-0" <br />TOP OF WINDOW OPENING <br />- R18 BATT INSULATION <br />2" MIN. RECESS AROUND <br />EA. SIDE <br />20 GA FLASHING <br />EQUIPMENT (- <br />SPECIFICATIONS Z <br />w <br />a <br />S <br />w <br />w <br />w <br />w <br />BLOCKING AT TOP AND <br />C1. <br />BOTTOM OF ATM <br />INSTALLATION. <br />HORIZONTAL <br />REFER TO MANUFACTURER <br />MULLIONS PER <br />RECOMMENDATIONS FOR <br />ELEVATION <br />- <br />INSTALLATION. <br />INSULATED METAL <br />INSULATION <br />PANEL INFILL I, rn <br />WSEC TABLE C402.1.4 STEEL <br />WS <br />C.,R18 <br />FRAME U-,.055 = R-18 <br />FRAME <br />EXISTING STONE <br />BASE <br />INTERIOR PARTITON <br />FOR ADDITIONAL <br />SUPPORT OF ATM. <br />N <br />U <br />W <br />2 <br />UNN <br />Of <br />a <br />V <br />O <br />N <br />N <br />LLI <br />Z <br />O <br />O <br />C W <br />0) P <br />L <br />N O) <br />01m <br />HERITAGE BANK <br />FRONTIER BANK BLD <br />2831 COLBY AVE <br />EVERETTI WA 98201 <br />DESIGN EPIC <br />DRAWN CS <br />CHECKED AC <br />NO. 22-0419 <br />ezaa REGISTERED <br />AL`R^�C.IET <br />-T �C <br />CHARLOTTE PATfER50N <br />STATE OF WASHINGTON <br />7/13/2022 PERMIT REVIEW SET <br />7/1812022 PERMIT SET <br />Construction Details <br />I-9.1 <br />16) ATM DETAIL <br />2017. JPC ArcNteUs. PLLC <br />
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