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EXISTING WINDOW FRAME. <br />CONTINOUS BLACK <br />NEOPRENE STRIP 1/2" <br />COMPRESSED TO 1/4" <br />LINE OF SILL, WHERE OCCURS. <br />SCHEDULED PARTITION <br />METAL STUD AGAINST SILL. <br />FIRE TREATED WOOD BLOCKING <br />ON TOP OF SILL, WHERE OCCURS <br />USG 200-A METAL TRIM TAPE, <br />OR EQUAL <br />CLOSED CELL NEOPRENE TAPE <br />INTERIOR <br />EXTERIOR <br />EXISTING EXTERIOR WINDOW. <br />NOTE: FLEXIBLE FIRE CAULKING REQUIRED AT ALL JOINTS AT <br />SCHEDULED RATED PARTITOINS. ACOUSTICAL SEALANT REQUIRED <br />WHERE GYP MEETS WALL BELOW SILL AT ALL WALLS WITH <br />ACOUSTICAL BATTING. <br />ACOUSTICAL BATTING <br />WHERE OCCURS. <br />WALL HUNG ITEM OR CABINET <br />(MAX. LOAD TO BRACING PLATE = <br />20 LBS. PER STUD) <br />EXTEND BACKING ONE <br />STUD BAY BEYOND <br />EDGE OF CABINET OR <br />EQUIP. <br />NOTES: <br />1. LENGTH, HEIGHT, AND LOCATION TO SUIT ITEMS BEING FASTENED. SEE <br />ANCHORAGE DETAIL OF SPECIFIC ITEMS FOR ADDITIONAL INFORMATION. <br />2. ATTACH TO MIN (3) STUDS. <br />3. USE MIN #12 SELF TAPPING SCREWS WHEN ATTACHING ITEMS. <br />4. USE DOUBLE STUDS WHEN STUD IS SUPPORTING MORE THE (2) BACKING <br />PLATES OR AS CALLED OUT ON PLAN PER SPECIFIC ITEMS. <br />(3) #10 SHEET METAL <br />SCREWS TYP @ EA. STUD <br />NOTCH BACKING TRACK FLANGE AT <br />STUDS TYP. DO NOT CUT FLANGES <br />BETWEEN SUPPORTING STUDS. <br />PARTITION WALL STUD @ <br />16" O.C. MAX. SEE A6.10 <br />FOR SCHEDULE <br />6" X 16" GA. <br />PLATE. ATTACH <br />TO MIN. 3 STUDS <br />SPLICE, (3) #10 @ <br />EA. END OF STRIP <br />@ EA. STUD <br />9 <br />3 5/8 <br />6 <br />STUD SIZE MAX. WALL HT <br />Hw (ft) <br />MIN. GAUGE OF STUD <br />LOADING SCENARIO <br />12 <br />16 <br />9 <br />12 <br />16 <br />20 <br />18 <br />18 <br />16 <br />18 <br />18 <br />18 <br />18 <br />18 <br />18 <br />18 <br />A A+B C <br />SEE NOTE 4 <br />SEE NOTE 4SEE NOTE 4SEE NOTE 4 <br />1820 <br />18 <br />1. STUDS ARE SPACED 16" O.C. TYP. <br />2. IF MILLWORK IS ON BOTH SIDES OF THE WALL, PROVIDE TWICE THE QUANTITY OF STUDS AND TOP/BOTTOM ANCHORAGE <br />3. FOR FULL HT. WALLS, IF GYP. BD. IS NOT INSTALLED ON BOTH SIDES OF PARTITION WALLS, LATERAL BRACING IS REQUIRED @ 48" O.C. <br />4. NO MIN. GAUGE IS AVAILABLE FOR 3 5/8" STUDS. 6" MIN. IS REQUIRED, SEE TABLE FOR MIN. GA. <br />NOTES: <br />LOADING:A = OVERHEAD GROSS WEIGHT OF CABINET AND CONTENTS = 37plf <br />a1+a2 = WHERE CABINETS ON EACH SIDE OF PARTITION, GROSS WEIGHT OF CABINET AND CONTENTS = A <br />B = BASE CABINET GROSS WEIGHT OF CABINET AND CONTENTS = 77plf <br />A+B = SUPPORTING OVERHEAD AND/OR BASE CABINET, GROSS WEIGHT = 114plf <br />C = FULL HT. CABINET OR EQUIPMENT, GROSS WEIGHT OF CABINET AND CONTENTS = 285plf <br />Hw Hw Hw Hw <br />a1 a2A A <br />B <br />C <br />12-18" MAX 12-18" MAX 12-18" MAX 12-18" MAX <br />24-36" MAX <br />CONDITION 1 - FULL HEIGHT PARTITION <br />CLG. <br />CONDITION 2 - PARTIAL HEIGHT OR OFFSET PARTITION <br />(SEE RULE 1-4 FOR SPACING REQUIREMENTS ABOVE) <br />CLG. <br />RULE 1 - BRACE WALL EVERY 4'-0" <br />4' - 0" 4' - 0" <br />BRACE, TYP. <br />WALL, TYP. <br />RULE 2 - OMIT BRACING AT PERPENDICULAR WALL <br />BRACE, TYP. <br />WALL, TYP. <br />4' - 0"4' - 0" <br />PERPENDICULA <br />R WALL <br />RULE 3 - BRACING AT OPENING OR WALL END WITHIN 2'-0" <br />2' - 0"2' - 0" <br />RULE 4 - OMIT BRACE WHERE PERPENDICULAR WALL IS WITHIN 2'-0" <br />2' - 0" <br />ELEVATION VIEW <br />PLAN VIEW <br />SIM TYP <br />SEE WALL SCHEDULE FOR STUD <br />SIZING. <br />3/4"1"3/4"3" <br />EQ EQ <br />3/ <br />4 <br />" <br />. <br />3/ <br />4 <br />" <br />. <br />EQ <br />1" <br />EQ <br />3" <br />2"4' - 0" MAX SPACING <br />10" <br />TYP. <br />FROM <br />END OF <br />WALL <br />LINE OF STUD FRAMING <br />1/2" X 3 1/2" EXPANSION <br />ANCHOR BOLT w/2" <br />EMBED <br />3" X 3" 1/4" STEEL TUBE <br />1/4" STEEL PLATE <br />SHOP WELDED TO <br />TUBE <br />LINE OF STUD <br />FRAMING <br />1" <br />1 1/2" 1 1/2" <br />#12 SMS AT 16" OC TYP OF (4) ROWS <br />MTL STUD TYP <br />SELF-DRILLING SCREWS FLAT HEAD <br />#10 AT 12" FIELD <br />#10 AT 6"EDGE1/2" CDX PLYWOOD <br />#10 AT 12" FIELD <br />#10 AT 12" EDGES <br />1/2" GYPSUM BOARD <br />SHEATHING <br />SHEATHING FASTENER SCHEDULE <br />SHEATHING TYP <br />SHEATHING FASTENERS TYP. <br />TRACK <br />TRACK <br />TRACK PIN, TYP. <br />SHEATING FASTENERS <br />TRACK <br />OUTER SHEATHING <br />INNER SHEATHING <br />THIS STUD REQUIRED IF INNER <br />SHEATHING IS INSTALLED <br />TRACK <br />TRACK PIN, TYP. <br />#12 SMS@ 16" OC (1) row. <br />AT INTERSECTION <br />AT CORNER <br />WALL HUNG ITEM OR CABINET <br />(MAX. LOAD TO BRACING PLATE = <br />80 LBS. PER STUD) <br />EXTEND BACKING ONE <br />STUD BAY BEYOND <br />EDGE OF CABINET OR <br />EQUIP. <br />NOTES: <br />1. LENGTH, HEIGHT, AND LOCATION TO SUIT ITEMS BEING FASTENED. SEE <br />ANCHORAGE DETAIL OF SPECIFIC ITEMS FOR ADDITIONAL INFORMATION. <br />2. ATTACH TO MIN (3) STUDS. <br />3. USE MIN #12 SELF TAPPING SCREWS WHEN ATTACHING ITEMS. <br />4. USE DOUBLE STUDS WHEN STUD IS SUPPORTING MORE THE (2) BACKING <br />PLATES OR AS CALLED OUT ON PLAN PER SPECIFIC ITEMS. <br />(3) #10 SHEET METAL <br />SCREWS TYP @ EA. STUD <br />PARTITION WALL STUD @ <br />16" O.C. MAX. SEE A6.10 <br />FOR SCHEDULE <br />6" X 1/2" PLYWOOD. <br />ATTACH TO MIN. 3 <br />STUDS. COORD <br />HEIGHT OF BACKING <br />W/ ARCHITECT <br />SPLICE, (3) #10 SMS <br />EA. END OF STRIP <br />@ EA. STUD <br />1'-0" MAX <br />(2) 3/8" DIA. EMBED 2" <br />FOR SINGLE STUD <br />(2) 5/8" DIA. EMBED 4" <br />FOR BACK-TO-BACK STUD <br />* INSTALL (1) BOLT FOR FLUTE <br />ON BACK SIDE OF BRACE <br />PARTITION <br />WALL BRACE <br />30 - 60 <br />L3XL3X16GA <br />1'-2" MIN. LENGTH <br />EQ EQ <br />(2) 3/8" DIA. EMBED 2" <br />FOR SINGLE STUD <br />(2) 5/8" DIA. EMBED 4" <br />FOR BACK-TO-BACK STUD <br />30 - 60 <br />1 1/2" TYP MIN <br />WEB OF BRACE <br />L3XL3X16GA <br />8" MIN. <br />LENGTH <br />PARTITION <br />WALL BRACE <br />PERPENDICULAR TO <br />DECKING <br />PARALLEL TO DECKING <br />NOTES: -STEEL DECK MIN. GAUGE = 20GA <br /> -ASSUMED 3000 PSI LWC IN DECK <br />EQ EQ <br />(2) 3/8" DIA. EMBED 2" <br />FOR SINGLE STUD <br />(2) 5/8" DIA. EMBED 4" <br />FOR DOUBLE STUD <br />30 - 60 <br />1-1/2" <br />TYP MINWEB OF BRACE <br />L3XL3X16GA <br />8"MIN. LENGTH <br />PARTITION <br />WALL BRACE <br />- <br />-4" MIN FOR 3/8" <br />DIA. ANCHOR <br />-6" MIN FOR 1/2" <br />DIA. ANCHOR <br />(2) #10 SMS @ 6" O.C. <br />WHERE THRU BOLT PENETRATES BTWN TOP & <br />BOTTOM FLUTE, EXTEND PLATE TO ENGAGE BOLT <br />OF ADJ. FLUTE <br />4" MIN. <br />HSS 3X3 @ 4'-0" O.C. MAX <br />HT. OF APPLIED LOAD = <br />5'-0" <br />1/2" THRU BOLT <br />1/4" THICK BASE <br />PLATE <br />HSS BETWEEN <br />FLUTES <br />HSS ALIGNS <br />@ FLUTE <br />MIN. <br />2" <br />2" <br /> <br />2 <br />" <br />3/4" CLR MIN. 3/4" CLR MIN. <br />A A <br />A-A <br />A A <br />4" <br />6" <br />30 - 60 <br />STRUCTURE ABOVE <br />SEE DTL 16/A-6.01 SCHEDULE FOR TOP <br />CONNECTION DETAIL, THIS SHEET <br />DIAGONAL BRACE: SEE SCHED. <br />WHERE BRACE <6'-0" PROVIDE <br />362S137-43. WHERE 6'-0"<BRACE<8'-0" <br />PROVIDE BACK TO BACK 362S137-54 - <br />FASTEN WITH #8 SMS @ 6" O.C. <br />STAGGERED. STOP ONE STUD 6" FROM <br />EA. END. <br />SEE DTL 16/A-6.01 SCHEDULE <br />FOR BOTTOM CONNECTION <br />L4X4X16 GAX0'-4" MIN. <br />4- #10 SMS TO TOP TRACK <br />- <br />3/4" MIN EDGE DIST +/-3/4" MIN <br />SPACING BTWN SCREWS, TYP <br />H- <br />W <br />A <br />L <br />L <br /> <br />H <br />- <br />B <br />R <br />A <br />C <br />E <br />6'-5" <br />MAX. <br />PARTIAL <br />WALL <br />HEIGHT <br />(H-WALL) <br />MAX. <br />(H-BRACE) <br />3'-5" <br />3'-1" <br />REFERENCE 8/A6.01 FOR 'A' + 'B' WALL CONDITION DESCRIPTION <br />NOTES: <br />1. WALL STUD IS 18 GA MIN. <br />2. APPLICABLE FOR 3-5/8" STUD AND 6" STUD, BRACE TO MATCH STUD SIZE <br />3. (2) 18 GA, BACK-TO-BACK BRACE SEE 7/-FOR SECTION DETAILS <br />9 <br />12 <br />16 <br />MIN. <br />GAUGE <br />18 <br />18 <br />SEE NT. 3 <br />MAX. <br />SPACIN <br />G OF <br />BRACE <br />5'-4" <br />5'-4" <br />6'-0" <br />SMS <br />CONNECTIONS <br />AT BRACE <br />ENDS <br />BOTTOM TOP <br />(6) #10 <br />(6) #10 <br />(8) #10 <br />(4) #10 <br />(4) #10 <br />(8) #10 <br />WALL <br />CONDITION OR <br />ACOUSTICAL <br />WEIGHT <br />LIMITATIONS <br />A OR MAX 4 <br />LAYERS OF GYP. <br />A OR MAX 4 <br />LAYERS OF GYP. <br />A+B OR MAX 3 <br />LAYERS OF GYP. <br />WALL DIAGONAL BRACING <br />HSS 3X3 @ 3'-0" O.C. MAX HT. OF <br />APPLIED LOAD = 4'-0" <br />3/8" SIMPSON STRONG BOLT 2 <br />X 2.25" <br />1/4" THICK BASE PLATEA A <br />A-A <br />MI <br />N <br />. <br />4" <br />2 <br />1 <br />/ <br />4 <br />" <br />(E) CONC <br />SLAB <br />6" <br />MIN <br />4 1/2" <br />6" <br />3/16" <br />4" <br /> <br />3 <br />" <br />ALT LOCATION & <br />CONNECTION. IF HSS <br />ALIGNS W/ (E) JOIST <br />PROVIDE 2 ROWS OF WD <br />BLKG TO SANDWICH THE <br />HSS COL. AND CONTINUE <br />MIN (3) BAYS EA SIDE OF <br />TUBE <br />ALT LOCATION: CONNECT <br />HSS TO (E) JOISE WHERE <br />CANTILEVERED WALL IS <br />PERPENDICULAR TO JOIST <br />DIRECTION. <br />(N) 3X BLKG ALIGNED <br />W/ HSS COL. WHERE <br />CANTILEVERED WALL <br />PARALLEL TO JOIST <br />DIRECTION. <br />HSS 3X3 @ 4' O.C. <br />MAX HT. OF APPLIED <br />LOAD = 5'-0" <br />PENETRATE HSS <br />THRU (E) <br />SHEATHING TO <br />ATTACH TO BLKG <br />(N) 3X BLKG EA. SIDE <br />OF HSS FOR MIN (3) <br />BAYS <br />(E) FLR JOISTS <br />SIMPSON A35 CLIPS EA. <br />SIDE 3X W/ HSS TYP. EA. <br />END OF BLKG <br />(2) 3/4" THRU BOLT <br />4X6 BLOCKING (FLAT) <br />W/ SIMPSON A34 OR <br />EQ. @ EA. SIDE @ EA. <br />END <br />JOIST, TYP. <br />-(6) #14X3" WOOD SCREWS FOR <br />SINGLE STUD <br />-(8)#14X3" WOOD SCREWS FOR <br />SINGLE STUD <br />(5) 8d NAILS <br />BRACING PERP. TO JOIST ABOVE <br />4X6 BLOCKING EA. SIDE W/ <br />SIMPSON A34 OR EQ. @ EA. SIDE <br />@ EA. END WITHIN 12" BRACE <br />4X12 BLOCKING (FLAT) W/ <br />SIMPSON A34 OR EQ. @ EA. <br />SIDE @ EA. END <br />BRACE ALIGNS W/ JOIST, 10 DEG. <br />MAX. HORIZ. SKEW <br />BRACE DOES NOT ALIGN W/ JOIST <br />30-60° <br />30-60° <br />L 3X3X16GA 8" MIN. <br />L 3X3X16GA 8" MIN. <br />30-60° <br />JOIST BEYOND <br />6" = 1'-0"24WALL AT EXTERIOR MULLION <br />1" = 1'-0"6TYP BACKING FOR SM ITEMS (FLAT STRAP/PLATE) <br />1/4" = 1'-0"4METAL STUD - TYP. CABINETRY STUD SUPPORT REQS. Copy 1 <br />1/4" = 1'-0"3METAL STUD - PARTITION ATTACHMENT & BRACING DETAILS Copy 1 <br />12" = 1'-0"19WALL - PART HT - PLATE ATTACHMENT <br />1/4" = 1'-0"23METAL STUD WALL INTERSECT. <br />1" = 1'-0"10TYP BACKING FOR SM ITEMS (PLYWD) <br />1" = 1'-0"17METAL STUD - BRACING TO CONC DECK Copy 1 <br />1" = 1'-0"13METAL STUD - BRACING TO CONC SLAB Copy 1 <br />6" = 1'-0"7METAL STUD - BACK TO BACK STUDS Copy 1 <br />1" = 1'-0"18PARTIAL HEIGHT WALL @ METAL DECK <br />1" = 1'-0"15WALL - DIAGONAL BRACING <br />1/4" = 1'-0"16METAL STUD - DIAGONAL BRACING SCHEDULE Copy 1 <br />1" = 1'-0"14PARTIAL HEIGHT WALL @ CONC SLAB <br />N <br />ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND <br />UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED <br />WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. <br />PROJECT NO. CHECKED BY <br />SHEET NO. <br />SCALE @ ARCH E1 <br />SHEET NAME <br />CLIENT NAME <br />ARCHITECT'S STAMP <br />PROJECT TEAM <br />KEY PLAN <br />4/ <br />1 <br />5 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />2 <br />: <br />3 <br />1 <br />: <br />1 <br />4 <br /> <br />P <br />M <br />Au <br />t <br />o <br />d <br />e <br />s <br />k <br /> <br />D <br />o <br />c <br />s <br />: <br />/ <br />/ <br />C <br />o <br />l <br />l <br />e <br />c <br />t <br />o <br />r <br />s <br /> <br />- <br /> <br />S <br />N <br />A <br /> <br />4 <br />. <br />0 <br />/ <br />s <br />n <br />a <br />1 <br />6 <br />1 <br />0 <br />p <br />h <br />4 <br />_ <br />R <br />V <br />T <br />26 <br />. <br />r <br />v <br />t <br />As indicated23008.00 <br />A7.01 -MC <br />sna1610ph4 -PHASE 4 <br />1610 E ST ANDREW PL, SUITE 240 <br />SANTA ANA, CA 92705 <br />TYP. INTERIOR FRAMING <br />DETAILS <br />COLLECTORS <br />- <br />1" = 1'-0"22PARTIAL HEIGHT WALL @ WD FRAMING <br />1" = 1'-0"21METAL STUD - BRACING TO WD JOIST ABOVE Copy 1 <br />ISSUE RECORD <br />∆ DATE REASON FOR ISSUE BY <br />2025-1218 PERMIT SET