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ACOUSTICAL INSULATION <br />WHERE REQUIRED PER PLAN <br />(1) LAYERS 5/8" TYPE "X" GYP. BD. EACH SIDE <br />STUD SIZE PER PLAN @ 16" O.C. U.N.O <br />TOP OF PARITION TO UNDERSIDE OF <br />STRUCUTURE ABOVE PER DETAIL: <br />SECURE BOTTOM TRACK PER <br />DETAIL: <br />4" <br />ACOUSTICAL INSULATION <br />WHERE REQUIRED PER PLAN <br />(1) LAYERS 5/8" TYPE "X" GYP. BD. EACH SIDE <br />STUD SIZE PER PLAN @ 16" O.C. U.N.O <br />TOP OF PARITION TO UNDERSIDE OF <br />STRUCUTURE ABOVE PER DETAIL: <br />SECURE BOTTOM TRACK PER <br />DETAIL: <br />6" <br />AIR <br />1 HR FIRE BARRIER <br />UL DESIGN U309 LOAD BEARING <br />GENERIC GA FILE NO. WP 3243 <br />STC RATING: 50-54 STC <br />CWALL TYPE: <br />1 HR FIRE BARRIER <br />UL DESIGN U309 LOAD BEARING <br />GENERIC GA FILE NO. WP 3243 <br />STC RATING: 50-54 STC <br />EWALL TYPE: <br />ACOUSTICAL INSULATION <br />WHERE REQUIRED PER PLAN <br />(1) LAYERS 5/8" TYPE "X" GYP. BD. <br />TOP OF PARITION TO UNDERSIDE OF <br />STRUCUTURE ABOVE PER DETAIL: <br />SECURE BOTTOM TRACK PER <br />DETAIL: <br />PLYWOOD SHEAR PANEL WHERE <br />REQUIRED (SEE STRUCTURAL) <br />FINISH PLASTER <br />STUD SIZE PER PLAN @ 16" O.C. U.N.O <br />ACOUSTICAL INSULATION <br />WHERE REQUIRED PER PLAN <br />(1) LAYERS 5/8" TYPE "X" GYP. BD. EACH SIDE <br />STUD SIZE PER PLAN @ 16" O.C. U.N.O <br />TOP OF PARITION TO UNDERSIDE OF <br />STRUCUTURE ABOVE PER DETAIL: <br />SECURE BOTTOM TRACK PER <br />DETAIL: <br />6" <br />(1) LAYER OF 5/8" TYPE "X" GYP. BD. ONE SIDE <br />1 1/2" DRYWALL SCREWS @ 8" O.C. EACH STUD. <br />TOP OF PARITION TO UNDERSIDE OF <br />DECK ABOVE PER DETAIL:/11 A9-1.1 <br />THERMAL INSULATION <br />WHERE REQUIRED <br />SECURE BOTTOM TRACK PER <br />DETAIL:/10 A9-1.1 <br />STUD SIZE PER PLAN @ 16" O.C. U.N.O <br />FIN. CEILING <br />(PER RCP) <br />PARTITION (PER PLAN) <br />LAY-IN CEILING (WHERE OCCURS) <br />CONT. NON-BEARING SLIPTRACK <br />SYSTEMS SLP-TRK 20GA. SLOTTED <br />SLIP TACK OR APPROVED EQUAL <br />BOTTOM OF EXISTING DECK <br />SEALANT, SEE PARTITION NOTE #7 <br />(2) #10 SMS @ 12" O.C. @ CENTER <br />OF FLUTE AND 6" MAX FROM ENDS. <br />AT CONCRETE OVER MTL. DECK <br />PROVIDE 1/2" HILTI KB-TZ @ 48" O.C. <br />W/ 3 1/2" EMBED PER ICC ESR-1917 <br />WHERE CEILING OCCURS, STOP GYP. BD. <br />MIN. 6" ABOVE. OTHERWISE CONTINUE <br />FINISHED GYP.BD. TO DECK6" <br /> <br />M <br />I <br />N <br />. <br />F.F. <br />CONCRETE SLAB <br />SEALANT, SEE PARTITION NOTES #7 <br />CONT. BOTTOM TRACK 20 GA W/ HILTI X- <br />U .157" DIA. LOW VELOCITY FASTENERS <br />(ICC ESR-2269) @ 24" O.C.C AND 6" MAX. <br />FROM ENDS (PROVIDE FASTENERS @ 16" <br />O.C. WHERE CABINETS OR EQUIPMENT IS <br />ANCHORED TO WALL) 1 7/16" MIN. <br />EMBEDMENT. 2 FASTENERS MIN. PER <br />PIECE OF TRACK. <br />FEATHER FLOOR 3'-0" MIN. <br />AS REQUIRED. <br />TILE PER FINISH PLAN <br />PROTECTIVE EDGE TRIM IN <br />BRUSHED STAINLESS STEEL, <br />SCHLUTER-SCHIENE <br />CARPET OR RESILIENT <br />FLOORING PER FINISH PLAN <br />CONCRETE FLOOR <br />FILL 1/8" MAX. GAP BETWEEN <br />TRIM AND TILE WITH GROUT <br />CARPET OR RESILIENT FLOORING <br />TO TILE <br />PROTECTIVE EDGE TRIM IN <br />BRUSHED STAINLESS STEEL, <br />SCHLUTER RENO-U <br />RESILIENT FLOORING OR <br />CARPET PER FINISH PLAN <br />FINISHED AND SEALED <br />CONCRETE FLOOR <br />RESILIENT FLOORING OR CARPET <br />TO CONCRETE <br />MAX 1/4" VERTICAL CHANGE, <br />(1/2" MAX VERTICAL CHANGE <br />IF SLOPED AT 1:2) <br />RESILIENT FLOORING <br />PER FINISH PLAN <br />PROTECTIVE EDGE TRIM IN <br />BRUSHED STAINLESS STEEL, <br />SCHLUTER-SCHIENE. <br />CARPET PER FINISH PLAN <br />CONCRETE FLOOR <br />SECURE TRANSITION <br />STRIP TO FLOOR AND <br />BUTT ADJACENT MATERIAL <br />CARPET TO RESILIENT FLOORING <br />NOTE:FLOORING INSTALLER TO VERIFY HEIGHT FOR ALL FINISH TRANSITION <br />STRIPS BASED ON ADJACENT MATERIALS PRIOR TO PROCUREMENT. <br />FEATHER FLOOR 3'-0" MIN. <br />AS REQUIRED TO PROVIDE <br />LEVEL TRANSITION <br />DOUBLE TOP PLATE WITH ATTACHEMENT <br />PER DETAILUNDERSIDE OF <br />STRUCTURE <br />ABOVE <br />SCRIBE GYP.BD. <br />EDGE TO ANY <br />OBSTRUCTIONS <br />OR SURFACE OF <br />STRUCTURE <br />5/8" GYP ON 2X4 WOOD <br />STUDS @ 16" OC TYP. <br />SEE RCP <br />2X4 WOOD CEILING JOIST <br />@ 16" OC TYP.1' <br /> <br />- <br /> <br />0 <br />" <br />SEE RCP <br />SEE RCP <br />5/8" GYPBOARD <br />CEILING ON 2X4 WOOD <br />STUDS TYP. STUDS TO <br />BE SPACED AT 16" O.C. <br />FOR STUD BRACING TO STRUCTURE <br />ABOVE, SEE DETAIL <br />8 3/4" <br />(E) JOIST @ 24" O.C. MAX. <br />2022 CBC TABLE 721.1 (3), ITEM No. 21 -1.1 <br />(E) BATT INSULATION WHERE <br />OCCURS <br />(2) LAYERS 5/8" TYPE "X" GYPSUM <br />WALLBOARD <br />(E) 5/8" PLYWOOD <br />Renewal Date <br />LICENSED ARCHITECT <br />STATE OF C A L I FORNI <br />AEXP. 05/31/25 <br />J <br />C32284 <br />HOSHUAJAMESSMIT <br />WD PROJ. # DRAWN BY: CHECKED DATE <br />WESTGROUP DESIGNS, INC.© <br />ISSUED FOR: <br />REGISTRATION/SIGNATURE: <br />SHEET TITLE: <br />SHEET NUMBER: <br />REVISIONS: <br />23411 Yas Josh <br />TYPICAL PARTITION <br />TYPES AND DETAILS <br />A9-1.1 <br />PLAN CHECK -10/23/2023 <br />2/18/25 <br />BEWLEY STREET <br />RESIDENCE <br />ILLUMINATION <br />FOUNDATION <br />914, 916, 918 N BEWLEY <br />STREET <br />SANTA ANA, CA 92703 <br />PARTITION GENERAL NOTES <br />1. PROVIDE STUD SIZES AS SHOWN ON THE FLOOR PLAN WALL TAGS. REFERENCE STRUCTURAL <br />DETAIL FOR WOOD STUD WALL FRAMING INFORMATION. <br />2. ALL GYPSUM BOARD SHALL BE 5/8 INCH TYPE-X UNLESS OTHERWISE NOTED. <br />3. SEE FINISH PLANS AND INTERIOR ELEVATIONS FOR WALL FINISH INFORMATION. <br />4. CEMENT BACKER BOARD SHALL BE USED AT WALL TILE FINISH LOCATIONS. <br />5. ALL WALLS SHALL EXTEND FROM FLOOR OR CURB TO UNDERSIDE OF FLOOR DECK, ROOF <br />DECK, OR STRUCTURAL FRAMING UNLESS OTHERWISE NOTED. REFERENCE SLAB PLANS FOR <br />WALL CONDITIONS ON CONCRETE CURBS. <br />6. PROVIDE ACOUSTICAL SEALANT AT ALL WALLS WITH SOUND BATT AND FIRE SEALANT AT ALL <br />FIRE RATED WALLS. <br />7. FIRE RATINGS SHALL BE MAINTAINED FOR ALL OPENINGS, PENETRATIONS, AND RECESSED <br />ITEMS. COMPLY WITH THE REQUIREMENTS OF CBC SECTION 714 PENETRATIONS. <br />BWALL TYPE: <br />INFILL <br />3" = 1'-0" <br />WALL PARTITION TYPES 1 <br />AWALL TYPE: <br />FWALL TYPE:FURRED PARTITION <br />3" = 1'-0" <br />PARTITION TOP - TO DECK 11 <br />3" = 1'-0" <br />PARTITION BASE - TO CONCRETE 10 <br />12" = 1'-0" <br />FLOOR TRANSITIONS 15 <br />3" = 1'-0" <br />GYPBOARD SOFFIT @ OPEN CEILING 9 <br />3" = 1'-0" <br />GYPBOARD SOFFIT @ RETURN 14 <br />2 PLAN CHECK CORRECTIONS 03/14/2025 <br />1 1/2" = 1'-0" <br />ONE HOUR CEILING ASSEMBLLY DETAIL 17 <br />2 <br />FO <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />03/24/25 <br />914-918 N Bewley <br />St5/8/2025