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T <br />NON -BEARING METAL FRAMING NOTES <br />DESIGNED FOR USE IN HEAD -OF -WALL DEFLECTION <br />17. COORDINATION WITH SFRM - BEFORE SFRM IS APPLIED, WALL TY <br />GENERAL <br />CONDITIONS THAT PROVIDE A POSITIVE ATTACHMENT <br />ENSURE ANY ANCHOR PLATES OR CEILING RUNNERS <br />AHJ <br />1. INCLUDES NON -LOAD BEARING STEEL FRAMING <br />OF STUDS TO RUNNERS WHILE ALLOWING A 1 z'- 3" <br />ARE ATTACHED . <br />ASTM <br />- <br />SYSTEMS FOR INTERIOR GYPSUM BOARD ASSEMBLIES, <br />MINIMAL VERTICAL MOVEMENT PER AISI 220. <br />18. INSTALLATION STANDARDS FOR FRAMING <br />BASE <br />UTILIZING BRANDS AS AVAILABLE THROUGH THE UL <br />11. PROVIDE FIRESTOP TRACKS AT RATED WALLS WHERE <br />INSTALLATION ARE: <br />CI <br />1 <br />NUMBERS SPECIFIED. <br />THE TOP RUNNER IS MANUFACTURED TO ALLOW <br />18.1. STEEL FRAMING =ASTM C 754 <br />FR <br />2. INCLUDES SUSPENSION SYSTEMS FOR INTERIOR <br />PARTITIONS TO EXPAND AND CONTRACT WITH <br />18.2. GYPSUM PLASTER ASSEMBLIES =ASTM C841 <br />GA 600 <br />GYPSUM BOARD CEILINGS AND SOFFITS. <br />MOVEMENT STRUCTURE WHILE MAINTAINING <br />18.3. PORTLAND CEMENT PLASTER ASSEMBLIES <br />PRODUCTS <br />CONTINUITY OF FIRE RESISTANCE RATED ASSEMBLY <br />O <br />ASTM C1063 <br />GWB <br />3. FIRE TEST RESPONSE CHARACTERISTICS SHALL <br />INDICATED IN THICKNESS NOT LESS THAN THAT FOR <br />18.4. GYPSUM VENEER PLASTER ASSEMBLIES <br />HEAD <br />CONFORM THE 0R UL NUMBERS SPECIFIED. <br />STUDS AND IN WIDTH TO ACCOMMODATE DEPTH OF <br />GM4 <br />ICC-ES <br />ERIALSS COMPLIANT <br />4. PROVIDE MATERIALS COMPLIANT WITH ASTM E 119. <br />STUDS. <br />16.5. GYPSUM BOARD ASSEMBLIES =ASTM C840 <br />REPORT <br />5. STC RATED ASSEMBLIES SHALL BE SUPPLIED IN <br />12. ALL STEEL UTILIZED IN FRAMING TO COMPLY WITH <br />INFILL <br />ACCORDANCE WITH ASTM E90 AND ASTM E413 AS <br />ASTM C645 WITH MINIMUM SIZE AND DIMENSION. <br />19. WALL TYPES ARE BASED ON 5 PSF LATERAL LOAD. <br />ETC. <br />CONFIRMED BY INDEPENDENT TESTING AGENCIES <br />13. INSTALLATION, FRAMING, SIZING, CONNECTIONS, AND <br />MLH <br />GA-600 OR UL. <br />FASTENERS SHALL MEET WITH THE MANUFACTURERS <br />20, WALL TYPES TO BE USED FOR NON -BEARING <br />RW <br />6. FRAMING MEMBERS SHALL COMPLY WITH AISI 220. <br />WRITTEN INSTRUCTIONS AND COMPLY WITH ALL LOCAL <br />NON-STRUCTURAL STUD WALLS ONLY. <br />SB <br />7. STEEL STUDS AND RUNNERS SHALL COMPLY WITH <br />AHJ RESTRICTIONS. <br />SFRM <br />ASTM AISI 220. <br />14. WALLS ARE TO RECEIVE MINIMUM I/2"GWB TYPE OR <br />21. MATERIAL GAUGES ARE FOR REFERENCE ONLY. <br />SFRM <br />8. STUD DEPTH, WIDTH, AND SPACING SHALL COMPLY <br />TYPE C BOTH SIDES. <br />UL <br />WITH THE LIMITING HEIGHTS BASED ON THE ICGES <br />15, ANY SUSPENSION SYSTEM SHALL CONFORM TO <br />22. WHERE GWB DOES NOT EXTEND TO TOP OF STUDS USE <br />AC86-2012 AND SHALL ALSO BE COORDINATED <br />GA6OOIUL TESTED ASSEMBLY <br />LIMITING WALL HEIGHTS FOR NON COMPOSITE WALLS <br />THROUGH THE GC TO INCLUDE ANY INSULATION, <br />16. HANGER ATTACHMENTS TO CONCRETE SHALL COMPLY <br />AND PROVIDE MECHANICAL BRACING OF STUD <br />PLUMBING, DUCTS, PIPES, STRUCTURAL STEEL, OR <br />WITH ICGES AC193 AND AC1318 FOR EXPANSION <br />FLANGES PER SSMA STANDARDS, <br />EQUIPMENT TO BE CONTAINED WITHIN THE WALLS. <br />ANCHORS AS DETERMINED BY TESTING PER ASTME <br />9. WALL HEIGHTS ARE BASED ON ALLOWABLE <br />488V1STM E488 M. POWER -ACTUATED ANCHORS SHALL <br />23. INSTALL ALL MATERIALS IN ACCORDANCE WITH <br />DEFLECTION OF L/240 OF THE WALL HEIGHT BASED ON <br />CONFORM TO ALLOWABLE LOAD CAPACITIES PER <br />ASSEMBLY CITED IN GA600 OR ILL. <br />A HORIZONTAL LOADING OF 5 LBS%F UNLESS NOTED <br />ICC-ES 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 />10. PROVIDE SLIP -TYPE HEAD JOINTS WITH A CLIP SYSTEM <br />QUALIFIED TESTING AGENCY. <br />USTING STRUCTURE <br />FIR GYPSUM <br />FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES <br />COMPOUND OR oz <br />SLOTTED TOP TRACK FOR HEAD -OF -WALL <br />w O <br />FIRE CAULK z - <br />DEFLECTION. STUD WIDTH TO MATCH WALL; 20 GA. <br />CD U <br />TRACK CONNECTED TO STRUCTURE. FASTENERS/ATTACHMENT <br />oLL <br />SHALL COMPLY WITH ASTM C955 FOR STRUCTURAL FRAMING MIN (2) #12 SCREWS <br />AND ASTM C645.18 FOR NONSTRUCTURAL STEEL FRAMING EA END OF BRACE <br />SECURE STUDS TO LEG OF HEAD TRACK PER AISI S220 <br />INSULATION AS NOTED BELOW <br />INSULATION TO EXTEND 2'-0" BEYOND EACH <br />SIDE OF WALL AS NOTED BELOW <br />S° <br />CEILING AS SPECIFIED <br />= <br />ONE LAYER TYPE X 5/8" GWB EACH SIDE OF WALL <br />w <br />CONT. MTL. RUNNER MECHANICALLY FASTENED TO <br />= o <br />SUBFLOOR. STUD WIDTH TO MATCH WALL; 20 GA. <br />° o <br />SPACING AND EMBED DEPTH PER GOVERNING CODE & <br />ALL INSULATION <br />REGULATIONS <br />SHALL HAVE MAX <br />FLAME SPREAD OF <br />SPECIFIED BASE <br />25 AND MAX. SMOKE <br />ACOUSTICAL SEALANT BOTH SIDES <br />i <br />DEVELOPED OF 450 <br />FINISHED FLOOR <br />1/8"FOAMTAPE <br />s " <br />WALL STD <br />"E WALL HT. STUD S¢E TNICKNESS STUD SPACING <br />WALL INSULATION FIRE-IINGI <br />THICKNESS WALL CEILING UL DESIGN NO. COMMENTS <br />Q <br />3 <br />C VARIES EX ATCH STING 2OR ML0GAHN 1 MA (C <br />EX STCH <br />TING I SB - UL #U419 WALL INFILL <br />'SB=SOUNDATTENUATIONBATTS FR=FIRE RESISTIVE <br />O1 HOUR RATED FULL HEIGHT PARTITION <br />SCALE: 3"= I' W <br />METALS <br />NG JOIST <br />16" <br />PARTITIOI <br />SCHEDL <br />Og PARTITION TERMINATION AT CURTAIN WALL <br />SCALE: W4" =1'4' <br />AMERICAN SOCIETY FOR TESTING MATERIALS <br />BASE CONDITION VARIES, SEE SECTIONS <br />CONTINUOUS INSULATION, R10 MIN <br />FIRE RESISTIVE CONSTRUCTION PER UL <br />GYPSUM ASSOCIATION'S FIRE RESISTANCE <br />MANUAL <br />ALL GYPSUM BOARD IS TYPE'X' OR TYPE'C' <br />HEAD CONDITION VARIES SEE SECTIONS <br />INTERNATIONAL CODE COUNCILEVALUATION SERVICES <br />MATCH EXISTING WALL MATERIALS, FIRE RATING, FINISH, <br />MANUFACTURER'S LIMITING HEIGHTS <br />ROCKWOOL INSULATION ALL INSULATION <br />SOUND BATT INSULATION SHALL HAVE MAX <br />SPRAY -APPLIED FIRE RESISTANT MATERIAL FLAME SPREAD OF <br />STEEL STUDS MANUFACTURERS OF AMERICA 25 AND MAX. SMOKE <br />UNDERWRITERS LABORATORY DEVELOPED OF 450 <br />54 MIL SIMPSON SJC10.25 W/ (2) <br />1/4" 0 HILTI KH EZ TO DECK <br />STRUCTURE ABOVE <br />STUD WIDTH TO MATCH WALL; <br />33 MIL. BRACE @ 4'-0" O.C. MAX. <br />2-112" X 33 MIL. TRACK <br />ANCHORED TO CHANNEL <br />A� ACOUSTICAL TILE CEILING <br />BLOCKING AS REQUIRED <br />METAL CASING BEAD <br />54 MIL. DEFLECTION TRACK & 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 />FRAMING PER LIMITING <br />HEIGHTS SCHEDULE. <br />SEE PLANS FOR WALL TYPE <br />(_ l PARTITION BRACING DETAIL <br />SCALE: Y =1'-0' <br />SHIM AS REQ'D, SECURE TO GRID <br />INSULATION TO EXTEND 2'-O' BEYOND EACH SIDE <br />OF WALLAS NOTED BELOW <br />CEILING AS SPECIFIED <br />PAINT REVEAL FLAT BLACK OR TAPED BLACK <br />INSULATION AS NOTED BELOW <br />ONE LAYER 5l8' GWB EACH SIDE OF WALL <br />MTL. STUDS- WIDTH, GA. & SPACING <br />AS NOTED BELOW <br />CONT. MTL. RUNNER MECHANICALLY FASTENED TO <br />SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING CODE <br />a REGULATIONS. <br />SPECIFIED BASE <br />FINISHED FLOOR <br />118" FOAM TAPE <br />FASTENERS/ATTACHMENT SHALL COMPLY WITH ASTM C645 <br />FOR NONSTRUCTURAL STEEL FRAMING <br />WALL WALL HT. STUD SIZE STUD STUDSPACING WALL INSULATION FIRE RATING COMMENT' <br />TYPE THICKNESS THICKNESS WALL CEILING ULOESIONNO. <br />3-5/8" 25 GA MIN 16" O.C. _ _ _ REF. 7119.1 FOR <br />A 9,-0„ MIN OR MLH MAX 4-7/8„ SRACING <br />'SB=SOUND ATTENUATION BATTS FR=FIRE RESISTIVE <br />('-I-) GRID HEIGHT PARTITION <br />SCALE: 3"=1'-0" <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 />n PARTITION TERMINATION AT MULLION <br />FILL VOID WITH ACOUSTICAL SEALANT BOTH SIDES <br />DESIGNED <br />SCAFCO SLT SLOTTED TOP TRACK OR EQUAL FOR HEAD-OF-WAU <br />DEFLECTION <br />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 />L_4A <br />AND ASTM C645 FOR NONSTRUCTURAL STEEL FRAMING <br />- <br />SECURE STUDS TO LEG OF HEAD TRACK PER AISI 8220 <br />INSULATION AS NOTED BELOW <br />— <br />CEILING AS SPECIFIED <br />ONE LAYER 5/8" GWB EACH SIDE OF WALL <br />CONT. MTL. RUNNER MECHANICALLY FASTENED TO <br />_ <br />SUBFLOOR. SPACING AND EMBED DEPTH PER GOVERNING <br />ALL INSULATION <br />CODE & REGULATIONS <br />SHALL HAVE MAX <br />0 FLAME SPREAD F <br />SPECIFIED BASE <br />25 AND MAX. SMOKE <br />FOAM TAPE <br />DEVELOPED OF 450 - <br />A <br />ACOUSTICAL SEALANT BOTH SIDES <br />FINISHED FLOOR <br />FASTENERS/ATTACHMENT SHALL COMPLY WITH ASTM C955 <br />FOR STRUCTURAL FRAMING <br />WALL <br />TYPE <br />WALL HT. <br />STUD SIZE <br />STUD <br />THICKNESS <br />STUDSPACING <br />WALL <br />THICKNESS <br />INSUL4TI0N <br />WALL <br />CEILING <br />FIRERATINGI <br />UL DESIGN NO. <br />COMMENTS <br />B1 <br />14,-0.. <br />MIN <br />1 GA IN1 <br />20R <br />MAOXC <br />MLH <br />4-7/8" <br />B2 <br />MIN <br />2OR <br />14'-0" <br />MLH <br />MAXQ <br />4-7/8" <br />SEI <br />� 'SB=SOUNDATTENUATION BATTS FR=FIRE RESISTIVE <br />l 4) FULL HEIGHT PARTITION <br />SCALE: 3"=1'-0" <br />Og PARTITION TERMINATION AT CURTAIN WALL <br />SCALE: 3l4" = V-0" <br />N <br />U <br />W <br />O <br />U7 <br />N <br />N <br />W <br />Q <br />Z v <br />�00 <br />7 <br />W <br />C P <br />V <br />Q� <br />L <br />N <br />N <br />ZAP ENERGY <br />Opus Seaway <br />Floor 1 & 2 <br />2300 Merrill Creek Pkwy <br />Everett, WA <br />DESIGN JPC <br />DRAWN NB/AG <br />CHECKED TP <br />NO. 22-0799 <br />9339 REGISTERED <br />•//'/.A� ECT <br />MARKA PETERSON <br />STATE OF WASHINGTON <br />02-17-2023 PERMIT SET <br />CONSTRUCTION <br />DETAILS <br />1-9.1 <br />2023.-ARCHITECTS.LLC <br />