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09 22 16.A01 <br />METAL RUNNER TRACK <br />09 22 16.A00 <br />METAL STUD <br />09 29 00.B00 <br />TYPE X GYP BD <br />09 29 00.F00 <br />SOUND ATTENUATION BLANKET <br />09 22 16.A11 <br />SLIP-TYPE HEAD JOINT <br />09 29 00.F00 <br />SOUND ATTENUATION BLANKET <br />09 22 16.A00 <br />METAL STUD <br />SCHEDULED CEILING, REFER <br />TO REFLECTED CEILING PLAN <br />09 29 00.B00 <br />TYPE X GYP BD <br />07 84 13.A01 <br />FIRESTOP SEALANT <br />09 22 16.A00 METAL STUD <br />FRAMING <br />09 29 00.F00 <br />SOUND ATTENUATION BLANKET <br />09 29 00.B00 <br />TYPE X GYP BD <br />09 22 16.A00 <br />METAL STUD <br />HILTI X-ZF .138 DIAMETER X 3/4" LONG <br />LOW VELOCITY POWDER ACTUATED <br />DRIVE FASTENERS AT 24" O.C., ICC-ED, <br />ESR 1663. <br />HILTI X-ZF .138 DIAMETER X 3/4" LONG <br />LOW VELOCITY POWDER ACTUATED <br />DRIVE FASTENERS AT 24" O.C., ICC-ED, <br />ESR 1663 <br />HEAD <br />PLAN <br />BASE POST TENSIONED SLAB, REFER TO <br />STRUCTURAL PLANS <br />POST TENSIONED SLAB, REFER TO <br />STRUCTURAL PLANS <br />NON RATED PARTITIONS: <br />09 29 00.G00 <br />CONTINUOUS ACOUS SEALANT <br />07 84 13.A01 <br />FIRESTOP SEALANT <br />NON RATED PARTITIONS: <br />09 29 00.G00 <br />CONTINUOUS ACOUS SEALANT <br />PARTITION TYPE NOTES <br />TABLE A - PARTITION SERIES CONSTRUCTION ASSEMBLY <br />SERIES SHEATHING FRAMING MEMBERS SHEATHING <br />A 1-LAYER METAL C-STUD 1-LAYER <br />B 2-LAYERS METAL C-STUD 2-LAYERS <br />C 1-LAYER METAL C-STUD 2-LAYERS <br />D 1-LAYER METAL C-STUD NONE <br />E 2-LAYERS METAL C-STUD NONE <br />F 1-LAYER MTL-HAT CHANNEL NONE <br />G 1-LAYER NONE NONE <br />H 1-LAYER METAL C-H STUD LINER PANEL <br />J 2-LAYERS METAL C-H STUD LINER PANEL <br />K 1-LAYER (2) METAL C-STUDS 1-LAYER <br />L 2-LAYERS (2) METAL C-STUDS 2-LAYERS <br />M NONE CMU NONE <br />A2A1 PARTITION TAG <br />PARTITION TYPE DESIGNATOR <br />(SEE PARTITION SERIES TYPE SCHEDULES) <br />PARTITION MEMBER DEPTH <br />(SEE TABLES B OR C) <br />PARTITION SERIES <br />(SEE TABLE A) <br />FIRE RATING <br />(IF APPLICABLE) <br />TABLE B - FRAMING DEPTH SCHEDULE <br />TAG NUMBER METAL STUD METAL C-H STUD WOOD STUD <br />DESIGNATION DEPTH DEPTH DEPTH <br />- - - - <br />0 7/8" FURRING CHANNEL N/A <br />1 1 5/8" N/A N/A <br />2 2 1/2" 2 1/2" N/A <br />3 3 5/8" N/A N/A <br />4 4" 4" 3 1/2" <br />6 6" 6" 5 1/2" <br />8 8" N/A 7 1/4" <br />10 10" N/A 9 14" <br />TABLE C - MASONRY WIDTH SCHEDULE <br />TAG NUMBER CMU <br />DESIGNATION WIDTH <br />4 3 5/8" <br />6 5 5/8" <br />8 7 5/8" <br />10 9 5/8" <br />12 11 5/8" <br />GENERAL NOTES <br />STEEL SHEET THICKNESS FOR STUDS AND RUNNERS <br />GAGE* MIN. STEEL BASE METAL THICKNESS (UNCOATED) <br />INCH MILS MM <br />12 0.1017 97 X <br />14 0.0713 68 X <br />16 0.0566 54 1.34 <br />18 0.0451 43 1.09 <br />20 0.0312 30 0.84 <br />22 0.0270 27 0.68 <br />25 0.0179 18 0.45 <br />GN-01. PARTITION TYPES ARE NOT SEQUENTIAL. <br />GN-02. ALL PARTITIONS SHEATHING TO BE 5/8" GYPSUM BOARD UNLESS <br />OTHERWISE NOTED. <br />GN-03. REFER TO R1-A0.050 SERIES FOR TOP OF PARTITION AND <br />R1-A0.052 SERIES FOR BOTTOM OF PARTITION CONDITIONS LISTED IN <br />PARTITION SCHEDULE. <br />GN-04. ALL PARTITIONS SHALL BE COORDINATED WITH SCHEDULED <br />FINISHES FOR PARTITION LAYOUT AND REQUIRED CLEARANCES. <br />GN-05.NOT USED <br />GN-06. FOR INTERIOR FRAMING LIMITING HEIGHTS REFER TO SSMA <br />TABLES FOR INTERIOR NON-STRUCTURAL NON-COMPOSITE <br />PARTITIONS. <br />GN-07.CONTRACTOR TO RE-CONFIRM STUD SIZING AND SUBMIT <br />SELECTION CRITERIA FOR REVIEW INCLUDING DELINEATION OF SLAB <br />TO UNDERSIDE OF SLAB INFORMATION. <br />GN-08.STUDS BRACED BY GYPSUM WALL BOARD EACH SIDE <br />GN-09.5 PSF MAX LATERAL LOAD <br />GN-10.Fy (min) = 33 KSI <br />GN-11.L / 120 DEFLECTION LIMIT <br />GN-12.FOR H > 12'-0" AND BRACING > 8'-0", SUBMIT ENGINEERING <br />DESIGN AND DETAILS. THE DETAILS SHOWN ARE INTENDED TO SERVE <br />AS A GUIDE. <br />PN-01-PROVIDE FOR BASE WITH CONCRETE CURB PER DETAIL 3/- <br />FASTENER AS SCHEDULED <br />PARTITION AS SCHEDULED <br />07 84 46.A00 <br />INSULATION AS SCHEDULED09 29 00.B00 <br />TYPE X GYP BD <br />FIRE-RESIS JOINT SYSTEM <br />ROOF ASSEMBLY - UL D925 <br />FLOOR CONSTRUCTION & SECONDARY MEMBERS 2HR <br />ROOF CONSTRUCTION & SECONDARY MEMBERS 1.5HR <br />POST TENSIONED SLAB, REFER <br />TO STRUCTURAL PLANS <br />0.145"x1" POWER <br />ACTUATED <br />FASTENER @ 16" OC (MAX.) <br />FIRE REISTIVE JOINT SPRAY <br />OVER MINERAL WOOL OR <br />CAULK.. <br />#8 WAFERHEAD FRAMING <br />SCREWS (TYP.) <br />SLIPTRACK SYSTEM <br />SLP-TRK BRAND <br />SLOTTED TRACK. <br />PARTITION AS <br />SCHEDULED. <br />1/2" TO 2" x 20 GA. Z <br />BARS <br />OR 16 GA. CRC @ 16" OC. <br />(MAX.) <br />- <br />5/8 DEFLECTION CAP. <br />07 81 00.A00 <br />SPRAYED FIRE RESIS MTRL <br />ROOF ASSEMBLY - UL D925 <br />FLOOR CONSTRUCTION & SECONDARY MEMBERS 2HR <br />ROOF CONSTRUCTION & SECONDARY MEMBERS 1.5HR <br />09 22 16.A01 <br />METAL RUNNER TRACK <br />09 22 16.A00 <br />METAL STUD <br />09 29 00.B00 <br />TYPE X GYP BD <br />09 22 16.A11 <br />SLIP-TYPE HEAD JOINT <br />09 22 16.A00 <br />METAL STUD <br />SCHEDULED CEILING, REFER <br />TO REFLECTED CEILING PLAN <br />09 29 00.B00 <br />TYPE X GYP BD <br />07 84 13.A01 <br />FIRESTOP SEALANT <br />09 22 16.A00 METAL STUD <br />FRAMING <br />09 29 00.B00 <br />TYPE X GYP BD <br />09 22 16.A00 <br />METAL STUD <br />HILTI X-ZF .138 DIAMETER X 3/4" LONG <br />LOW VELOCITY POWDER ACTUATED <br />DRIVE FASTENERS AT 24" O.C., ICC-ED, <br />ESR 1663. <br />HILTI X-ZF .138 DIAMETER X 3/4" LONG <br />LOW VELOCITY POWDER ACTUATED <br />DRIVE FASTENERS AT 24" O.C., ICC-ED, <br />ESR 1663 <br />HEAD <br />PLAN <br />BASE POST TENSIONED SLAB, REFER TO <br />STRUCTURAL PLANS <br />POST TENSIONED SLAB, REFER TO <br />STRUCTURAL PLANS <br />NON RATED PARTITIONS: <br />09 29 00.G00 <br />CONTINUOUS ACOUS SEALANT <br />07 84 13.A01 <br />FIRESTOP SEALANT <br />NON RATED PARTITIONS: <br />09 29 00.G00 <br />CONTINUOUS ACOUS SEALANT <br />FACE OF STRUCTURE <br />WALL OR RATED WALL <br />WHERE IT OCCURS <br />FACE OF STRUCTURE <br />WALL OR RATED WALL <br />WHERE IT OCCURS <br />FACE OF STRUCTURE <br />WALL OR RATED WALL <br />WHERE IT OCCURS <br />BASE <br />HEAD <br />SCHEDULED CEILING <br />WHERE OCCURS <br />DIAGONAL BRACING @ 32" <br />O.C., TYP. <br />12 <br />12 <br />16GA CLIP L W/ (3) #10 SMS <br />TO BRACE & (4) PDF TO <br />SLAB, <br />(4) 0.157" DIA. x 1-1/2" HILTI <br />X-U FASTENER; <br />ICC ESR #2269 <br />U CHANNEL <br />ALIGN ALIGN <br />TEMPERED CLEAR <br />GLASS <br />U-CHANNEL <br />SCHEDULED <br />FLOOR FINISH <br />20GA TRACK W/ (2) #10 <br />SMS TO EACH STUD <br />3-5/8" 20GA @ 16: O.C., TYP. <br />1-LAYER OF 5/8" GYPSUM <br />BOARD ON EACH SIDE, TYP. <br />SOUND ATTENUATION <br />BLANKET, TYP. <br />________________03 <br />R2.I0.050SIM. <br />SCALE:3" = 1'-0" <br />PARTITION TYPE - A02 <br />SCALE:12" = 1'-0" <br />PARTITION TYPE NOTES01 <br />SHEET NOTES <br />LEGEND <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2022 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />As indicated <br />9/23/2024 2:47:35 PM <br />BIM 360://007.3757.000 - Caribou Industries - 3rd & Broadway/3RD-B_INTERIOR_WEST_R20.rvt <br />R2.I0.050 <br />DETAILS_PARTITION TYPES <br />07.3897.000 <br />3rd & Broadway Interior <br />301 N. Broadway, Santa Ana, CA <br />PARTITION <br />TYPE <br />MARK <br />FRAMING <br />ATTEN <br />THK <br />FIRE <br />RTG <br />TESTED <br />ASSEMBLY <br />STC <br />RTG <br />SHEET <br />NOTES <br />THK <br />(MM)DEPTH SPACING <br />A3 40 3 5/8" 16 O.C. 3'' - - 48 <br />A3A 33 3 5/8" 16 O.C. 3" - - 48 <br />A3U 33 3 5/8" 16 O.C. 3" - 48 <br />A6U 33 6" 16 O.C. 6'' - - 48 <br />06.13.2022 ISSUE FOR PLAN CHECK <br />A 08.10.2022 REISSUE FOR PLAN CHECK <br />C 06.17.2024 REVISION TO PERMIT <br />SCALE:3" = 1'-0" <br />1. HEAD DETAIL TYPE 'A' RATED03SCALE:3" = 1'-0" <br />1. WALL UNDER STEEL BEAM04 <br />SCALE:3" = 1'-0" <br />PARTITION TYPE - D05 <br />PARTITION <br />TYPE <br />MARK <br />FRAMING <br />ATTEN <br />THK <br />FIRE <br />RTG <br />TESTED <br />ASSEMBLY <br />STC <br />RTG <br />SHEET <br />NOTES <br />THK <br />(MM)DEPTH SPACING <br />D3 30 3 5/8" 16 O.C. 3" - - 33 <br />D3A 30 3 5/8" 16 O.C. 3" - - 33 <br />PA POST-INSTALLED ANCHORS <br />PA-1 EMBEDS AND INSERTS FOR SUPPORT OF ALL NONSTRUCTURAL <br />ELEMENTS, MECHANICAL AND OTHER EQUIPMENT SHALL BE CAST <br />INTO THE SLAB. DRILLED OR POWDER DRIVEN FASTENERS WILL NOT <br />BE PERMITTED EXCEPT AS NOTED BELOW. DRILLED CONCRETE <br />ANCHORS AND POWDER DRIVEN FASTENERS SHALL BE PLACED A <br />MINIMUM DISTANCE EQUAL TO THE SLAB THICKNESS AWAY FROM <br />MARKED TENDON LOCATIONS. NO ANCHORS OR FASTENERS SHALL <br />BE PLACED WITHIN A DISTANCE OF FIVE TIMES THE SLAB <br />THICKNESS FROM THE FACE OF ANY COLUMN. <br />PT SLAB EXCEPTIONS: <br />1. POWDER DRIVEN FASTENERS WITH A 5/8" MAXIMUM EMBEDMENT <br />MAY BE INSTALLED AT ANY LOCATION ON THE SLAB. <br />2. POWDER DRIVEN FASTENERS WITH A 1" MAXIMUM EMBEDMENT <br />MAY BE INSTALLED WITHIN 1-0" FROM SLAB PERIMETER EDGES. <br />NO REINFORCING STEEL, CONCRETE OR POST-TENSIONING <br />TENDONS SHALL BE DAMAGED BY ANCHORS OR FASTENERS <br />SCALE:3" = 1'-0" <br />PARTITION TYPE-GL06 <br />C <br />C <br />11/12/2024