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3/4" (19/32") THICK EXTERIOR GRADE WOOD STRUCTURAL PANELS FLOOR JOISTS RIPPED AS REQUIRED FOR SLOPE, SEE STRUCTURAL DWGS. FOR MIN. DIM. AND DETAILS. CEMENT PLASTER ON METAL LATH. LATH FASTENED WITH 7/8" OR 1" No. 16 GAUGE BY 7/8" LONG CORROSION-RESISTANT STAPLES @ 6" O.C. COMPLYING W/ ASTM1667. @ 6" O.C. CEM. PLASTER MIXED 1:2 FOR SCRATCH COAT AND 1:3 FOR BROWN COAT, BY WEIGHT, CEMENT TO SAND AGGREGATE. NOTE: STRUCTURAL ENGINEER TO DETERMINE MINIMUM JOIST DEPTH. JOISTS SHALL NOT BE RIPPED TO LESS THAN THE MIN. DIMENSIONS SPECIFIED BY STRUCTURAL ENGINEER. TRAFFIC COATING SLOPE 2% REFER TO SPECIFICATIONS AND LARR # 25375 FOR ADDITIONAL INFORMATION NOTE: PROVIDE FIRESTOPS AND DRAFTSTOPS PER CBC SECTION 717. SEAL ALL PENETRATIONS PER CBC SECTION 713. HARDSURFACE FINISH FLOOR PER SCHEDULE 1 1/4" HACKER IND. INC. "FIRMFILL 2010" M514 SYSTEM NO.2 ALTERNATE: 1" MAXXON CORP. "GYP-CRETE" M514 SYSTEM NO. 3 MINIMUM 3/4" INTERIOR-TYPE STRUCTURAL PANELS WITH EXTERIOR GLUE. SEE STRUCTURAL DRAWINGS WOOD JOISTS PER STRUCTURAL FIBERGLASS INSULATION 3 1/2" MINIMUM THICK PER INSULATION SCHEDULE STAPLED TO UNDERSIDE OF SHEATHING 1/2" DEEP 25 GA CLARK DIETRICH RCSD (NO SUBSTITUTIONS) AT 24" O.C. FASTENED TO EACH JOIST WITH 1 1/4" LONG WOOD SCREWS. ONE LAYER 5/8" TYPE "X" GYP. BD. 115 (PCF) DENSITY GYP-CRETE: 3/8" HACKER IND. INC. QUIET QURL 55/025 M514 SYSTEM NO. 2 ALTERNATE: 3/8" MAXXON CORP. " ACOUSTICAT 1/4" M514 SYSTEM NO. 3 FIRE RATING: ONE HOUR IIC: SOUND CONTROL ASSEMBLY AS PER BCS INTERNATIONAL SOUND TEST NO. BCS IIC-2006-245 STC AND IIC MINIMUM 50. ASSEMBLY: CBC 721.1(3) ITEM 21-1.1 NON-HARD SURFACE HARD SURFACE 1'-0" MIN. LAP ACOUSTIC MAT 7/8" X 25 GAUGE DRYWALL FURRING CHANNEL AS REQUIRED FOR SUPPORT OF BOTH LAYERS OF GYPSUM BOARD AND OR DESIGNED TO SUPPORT OF MISCELLANEOUS EQUIPMENT WITHIN CEILING CAVITY, SPACING PER MANUFACTURER RSIC-1 CLIPS AS REQUIRED PER MANUFACTURER SPECIFICATIONS 1 1/2" 16 GAUGE COLD ROLLED CHANNEL ONE OR TWO LAYERS 5/8" TYPE X GYPSUM BOARD FASTENED TO RSIC-DC04X2 SOUND ISOLATION CLIPS PER ACOUSTICAL REPORT "APPENDIX C" DESIGNED TO SUPPORT CEILING AND OR MISCELLANEOUS EQUIPMENT WITHIN CEILING CAVITY, SPACING PER MANUFACTURER 5/8" TYPE X GYPSUM BOARD1-HR ASSEMBLY7/8" DRYWALL FURRING CHANNEL TIED TO THE BOTTOM OF THE CHANNEL 12 GAUGE WIRE HANGERS TIED TO RSIC-DC04X2 FOR SECONDARY CEILING COMMON AREA UNIT REF GA FILE NO. FC 5111 & CBC 721.1 (3) 13-1.4NON-RATEDSEE PLANSNON-COMBUSTIBLECORRIDOR (AS OCCURS) 1 1/2" 16 GAUGE COLD ROLLED CHANNEL 5/8" TYPE X GYPSUM BOARD 7/8" DRYWALL FURRING CHANNEL TIED TO THE BOTTOM OF THE CHANNEL 12 GAUGE WIRE HANGERS TIED TO RSIC-DC04X2 FOR SECONDARY CEILING COMMON AREA/ CORRIDOR COMMON AREA/ CORRIDOR REF CBC 721.1 (3) 13-1.4NON-RATEDSEE PLANSNON-COMBUSTIBLEDOUBLE WOOD FLOOR OF 5/8" WOOD STRUCTURAL PANEL OVER 1/2" WOOD STRUCTURAL PANEL W/ EXT. GLUE. FINISH FLOOR PER SCHEDULE OVER 1 5/8" HACKER IND. INC. "FIRMFILL 2010" M514 SYSTEM NO.2 ALTERNATE: 1" MAXXON CORP. "GYP-CRETE" FLOOR JOIST FRAMING PER STRUCTURAL BATT INSULATION PER SCHEDULE 1-HR ASSEMBLYLOAD BEARING WALL PER STRUCTURAL HORIZONTAL STRUCTURAL MEMBERS (BEAMS) SHALL BE INDIVIDUALLY FIRE PROTECTED WRAPPED W/ 5/8" TYPE 'X' GYP. BD. WHEN THE MEMBER SUPPORTS DIRECTLY APPLIED LOADS FROM A FLOOR AND ROOF OR MORE THAN TWO FLOORS PER 2013 CBC 704.3 FLOOR/ CEILING ASSEMBLY PER DETAILS FIRE RATED ACOUSTICAL SEALANT (1) LAYER OF 5/8" TYPE "X" GYPSUM WALL BOARD. 2 1/2" x 25 GA. CEILING JOISTS @ 16" O.C. WHERE DROP CEILING OCCURS WOOD JOISTS PER STRUCTURAL DOUBLE WOOD FLOOR OF 5/8" WOOD STRUCTURAL PANEL OVER 1/2" WOOD STRUCTURAL PANEL W/ EXT. GLUE. SHEAR PANEL PER STRUCTURAL WHERE OCCURS. WALL FRAMING NOTES: 1. REF CBC TABLE 721.1(3) 13-1.4 FOR CORRIDOR FLOOR ASSEMBLY. 2. FOR UNIT FLOOR/CLG. ASSEMBLY, SEE DETAILS ON THIS SHEET MAX 1/2" GAP HILTI CP 606 SEALANT APPLY JOINT TAPE AND COMPOUND HARD SURFACE PER INTERIOR FINISH SCHEDULE 1 1/4" HACKER IND. INC. "FIRMFILL 2010" M514 SYSTEM NO.2 ALTERNATE: 1" MAXXON CORP. "GYP-CRETE" M514 SYSTEM NO. 3 UNIT CORRIDOR UNIT CORRIDOR WOOD JOISTS PER STRUCTURAL BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS 24" O.C. WITH 1 1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO JOIST OR TRUSS THROUGH BASE LAYER WITH 1 7/8" TYPE S OR TYPE W DRYWALL SCREWS AT 12" O.C. AT JOINTS AND INTERMEDIATE JOIST OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS, AT 12" O.C. ROOFING PER SPECS. SLOPE TO DRAIN RIGID INSULATION 6" MIN THICK 1/2" PLYWOOD SHEATHING ROOF FRAMING PER STRUCTURAL FIRE RATING: ONE HOUR IIC: NOT APPLICABLE ASSEMBLY: CBC 720.1 (3) 21-1.1 BATT INSULATION PER INSULATION SCHEDULE RESILIENT CHANNEL @ 16" O.C. STEEL RUNNERS* HANGER WIRES PER SPECIFICATIONS* 5/8 TYPE 'X' GYPSUM BOARD CORNER BEAD SPAN FROM WALL TO WALL WHERE POSSIBLE SUSPENDED METAL FRAMING PER SPECIFICATIONS -CBC. REF. 803(2) FIBERGLASS INSULATION PER INSULATION SCHEDULE * SUSPEND CEILING/FRAMING TO RESILIENT CHANNEL, NOT TO JOIST / RAFTER FRAMINGNON RATEDSEE PLANSNON-COMBUSTIBLE- --- 4 A7.11 1 1/4" GYPCRETE FLOOR SHEATHING PER STRUCTURAL FLOOR JOIST PER STRUCTURAL 5/8" TYPE 'X' GYPSUM BOARD RESILIENT MATTING: ECORE OR PLITEQ 10MM BELOW PAVER, TYP FIRE RATING: ONE HOUR IIC: NOT APPLICABLE ASSEMBLY: CBC 720.1 (3) 21-1.1 ROOF DECK PAVERS -SEE LANDSCAPE DWGS ADJUSTABLE PEDESTAL SYSTEM -SEE SPECIFICATIONS RATED CEILING ASSEMBLY -SEE DETAIL 12 ON THIS SHEET SLOPE TO DRAIN 1HR RATED ASSEMBLY8" MAXBATT INSULATION PER INSULATION SCHEDULE PROVIDE BATT INSULATION WHERE OVER 3.5" MEASURED FROM LOWER SHEATHING TO UPPER SHEATHING 1/2" RESILIENT CHANNEL ROOFING PER SPECIFICATIONS FIRE RATING: THREE HOUR IIC: ASSEMBLY: CBC 721.1 (3) 2-1.1 8 GA. WIRE HANGERS @ 4'-0" O.C. IN DIRECTION OF CARRYING CHANNEL MIN. 6" FROM EACH END OF CARRYING CHANNEL RUNS AND BOUNDARY WALLS 1-1/2" x 25 GA. CARRYING CHANNELS @ 4'-0" O.C. 7/8" HAT CHANNELS @ 12" O.C. WIRE TIED TO CARRYING CHANNELS w/ (3) STRANDS OF 18 GA. TIE WIRE PROVIDE EXPANSION CONTROL JOINTS PER DETAIL WHERE LOCATED ON REFLECTED CEILING PLAN EXTERIOR CEMENT PLASTER OVER EXPANDED METAL LATH3HR RATED ASSEMBLYWATERPROOFING PER SPECIFICATIONS CONCRETE TOPPING SLAB AT EXTERIOR SLABS (UNRESTRAINED) PROVIDE MINIMUM 5.7" CARBONATE AGGREGATE CONCRETE SLAB THICKNESS WITH MINIMUM 2" COVERAGE OVER NONPRESTRESSED REINFORCEMENT SEE STRUCTURAL FOR ACTUAL THICKNESS, COVERAGE, AND SLAB TYPES. AT INTERIOR SLABS (RESTRAINED) PROVIDE MINIMUM 5.7" SLAB THICKNESS WITH MINIMUM 1 1/4" COVERAGE SEE STRUCTURAL FOR ACTUAL THICKNESS, COVERAGE, AND SLAB TYPES. METAL STUD CROSS BRACING AND COMPRESSION STRUTS AS REQUIREDNON-RATED ASSEMBLYRENEWAL DATE RCHITE CTDESNECIL A A L IF ORNIA FOETATSC JOHNNY C. LU C-30396 6/30/2023 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.Job No.: Drawn: Checked: BID Date:411 EAST HUNTINGTON DRIVESUITE 308ARCADIA, CALIFORNIA 91006PHN: (626) 446-5300TAG design worksSHEET # SHEET TITLE:200 N. CABRILLO, SANTA ANA, CA 92701ARCHITECT:PROJECT ADDRESS:THE MADISON3/28/2022 DD SET 4/22/2022 100% DD 1ST BUILDING DEPT SUBMITTAL 05-31-20225/31/2022 1ST PLAN CHECK Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt FLR/CEILING & ROOF ASSEMBLIES A7.11 ACOUSTIC NOTES 1 1/2" = 1'-0"3EXTERIOR DECK ASSEMBLY 1 1/2" = 1'-0"41-HR FLR-CEILING (HARD SURFACE) 1 1/2" = 1'-0"7UNIT FLOORING FINISH TRANSITION 1 1/2" = 1'-0"81-HR FLOOR-CEILING - COMMON 1 1/2" = 1'-0"9 1-HR FLR-CLG - COMMON / CORRIDORS 1 1/2" = 1'-0"101-HR PROTECTION @ BEAM 1 1/2" = 1'-0"61-HR FLOOR-CEILING AT CORRIDOR 1 1/2" = 1'-0"12ROOF-CEILING ASSEMBLY 1 1/2" = 1'-0"51-HR FLR-CLG W/ DROPPED SOFFIT 1 1/2" = 1'-0"11FLOOR / CEILING AT STAIR LANDING 1 1/2" = 1'-0"16ROOF-CEILING ASSEMBLY PAVERS 1 1/2" = 1'-0"23-HR FLR-CLG - CONCRETE PODIUM Date Issues / Revisions: ACOUSTIC NOTES FOR FLOOR CEILING ASSEMBLIES: 1. WHERE RESILIENT MATTING IS INSTALLED, PERIMETER ISOLATION SHALL BE INSTALLED. THE PERIMETER ISOLATION SHALL BE NO LESS THAN 1/4" IN THICKNESS AND SHALL BE APPROVED BY THE MANUFACTURER OF THE RESILIENT MATTING. PERIMETER ISOLATION SHALL BE USED AT ALL PENETRATIONS IN THE FLOOR AND AT THE ENTIRE PERIMETER INCLUDING THE JUNCTION AT THE CORRIDOR AND WHERE THE FLOOR FINISH CHANGES FROM HARD SURFACE TO CARPET. 2. NO GAPS OR OPENINGS SHALL BE ALLOWED IN THE RESILIENT MATTING. JOINTS SHALL BE TAPED OR SEALED TO THE SATISFACTION OF THE ACOUSTICAL CONSULTANT. THE MANUFACTURER OF THE RESILIENT MATTING IS REQUIRED TO SUBMIT A LETTER STATING THAT THE INSTALLATION OF THE MATTING CONFORMS TO THEIR STANDARDS. 3. INSULATION SHALL BE 3-1/2" INSTALLED AT THE TOP OF THE JOIST CAVITY. 4. AT ALL FLOOR/CEILING LOCATIONS, A GAP SHOULD BE MAINTAINED AT THE WALL AND CEILING INTERSECTION. THE GAP SHALL BE A MINIMIM OF 1/4" AND BE FILLED WITH NON HARDENING SEALANT IN A TUBE. 5. RESILIENT MATTING SHOULD BE REQUIRED BELOW BATHROOMS TUBS AND SHOWERS. PERIMETER ISOLATION SHOULD BE USED AT THESE LOCATIONS 6. THE MINIMUM NUMBER OF SCREWS REQUIRED BY CODE SHALL BE INSTALLED THROUGH THE GYPSUM BOARD INTO THE RESILIENT CHANNEL. ANY SCREWS NOT NEEDED SHOULD BE REMOVED 7. NO LOUDSPEAKERS SHOULD BE MOUNTED INTO AN AMENITY CEILING City Council 29 – 126 11/19/2024