|
5/8" THICK GYPSUM WALL BOARD
<br />ACOUSTICAL INSULATION PER
<br />SCHEDULE
<br />INTERIORINTERIOR
<br />MINIMUM 3-5/8" METAL STUD WALL,
<br />SPACING PER STRUCTURAL DRAWINGS
<br />FIRE RATING:
<br />STC:
<br />ASSEMBLY:
<br />ACOUSTICAL INSULATION PER SCHEDULE
<br />EXTERIORINTERIOR
<br />MINIMUM 3 5/8″No. 16 GAUGE
<br />NONCOMBUSTIBLE STUDS 16″O.C. WITH
<br />7/8″CEMENT PLASTER (MEASURED
<br />FROM THE FACE OF THE STUDS) ON
<br />THE EXTERIOR SURFACE WITH 5/8"
<br />THICK GYPSUM BOARD AT INTERIOR,
<br />NONBEARING, NONCOMBUSTABLE
<br />STUD PARTITIONS. PLASTER MIX 1:4
<br />FOR SCRATCH COAT AND 1:5 FOR
<br />BROWN COAT, BY VOLUME, CEMENT TO
<br />SAND.
<br />FIRE RATING: 1 HOUR
<br />STC: N/A
<br />ASSEMBLY: CBC 721.1 (2) 15.4
<br />5/8" TYPE 'X' EXTERIOR GYP SHEATHING
<br />2" RIGID INSULATION
<br />AIR & WATER BARRIER
<br />AIR & WATER SEALING SCREW FASTENER
<br />WITH PRONG WASHER
<br />NOTES:
<br />1. REFER TO PENETRATION DETAILS.
<br />2. REFER TO GARAGE WALL DETAILS.
<br />FIRE RATING: 1 HOUR
<br />STC:
<br />ASSEMBLY: CBC 2013, 721.1 (2) 3-1.4
<br />3 5/8" STEEL STUDS (22 GAUGE)
<br />5/8" GYPSUM WALLBOARD
<br />FULL HEIGHT FULLY GROUTED CMU
<br />WALL, SIZE PER STRUCTURAL
<br />DRAWINGS
<br />PER STRUCTURAL
<br />1. PROVIDE ADDITIONAL WALL BRACING AND/OR BRIDGING AS MAY BE REQUIRED FOR HEIGHT OF WALL.
<br />DUE TO ACOUSTIC CONSTRAINTS, BRACING ACROSSTHE AIR GAP IN A DEMISING WALL IS NOT ALLOWED.
<br />2. REFER TO STRUCTURAL DRAWINGS AND METAL STUD MANUFACTURER FOR SPAN LIMITATION. ALL STUD
<br />GAUGE AND SPACING TO BE MAINTAINED OR ADJUSTED TO MANUFACTURER'S DESIGN CRITERIA
<br />WHICHEVER IS MORE RESTRICTIVE. ALL LIMITING HEIGHTS ARE BASED ON SSMA STEEL (STUD
<br />MANUFACTURERS ASSOCIATION) SYSTEM. THE ALLOWABLE DEFLECTION FOR STUD WALLS SHALL BE
<br /> -L/360 -FOR EXTERIOR
<br /> -L/360 -FOR INTERIOR WALLS WITH STONE, TILE OR WOOD PANEL FINISH AND FOR SHAFT WALLS.
<br /> -L/240 -ALL OTHER INTERIOR WALLS.
<br /> FOR ADDITIONAL INFORMATION. REFER TO STRUCTURAL STUD WALL SCHEDULE EXTERIOR WALL STUDS
<br />ARE 6" GAUGE (U.N.O.)
<br />CONTRACTOR USING AN APPROVED EQUAL PRODUCT MUST SUBMIT FOR ARCHITECT'S REVIEW A WALL
<br />TYPE SHEET WHICH INCLUDES U.L. RATINGS. THIS SUBMITTAL TO INDICATE PROPER STUD GAUGE AND
<br />SPACING PER THE SPAN CAPACITY OF THE SUBSTITUTED PRODUCT. AT NO TIME SHOULD THE STUD
<br />GAUGE OR SPACING BE LESS THAN WHAT IS SHOWN ON THIS SHEET. CONTRACTOR TO FIELD VERIFY ALL
<br />CONDITIONS FOR SPECIFIC FURRED OUT WALLS PER PLAN AND DETAILS
<br />3.ALL FIRE RATED WALLS SHALL TERMINATE AT STRUCTURE ABOVE UNLESS NOTED OTHERWISE. SEE
<br />DETAIL 12 THIS SHEET FOR CONSTRUCTION INFORMATION. ALL SHAFT WALLS SHALL BE FULL HEIGHT
<br />NON-RATED PARTITIONS MAY TERMINATE AT THE CEILING.
<br />4. WHERE A FIRE RATED ASSEMBLY IS REQUIRED, ALL REQUIREMENTS OF TESTED ASSEMBLY SHALL BE
<br />INCORPORATED INTO THE DETAIL. CONTRACTOR TO KEEP COPIES OF U.L. MANUAL AND BUILDING CODE AS
<br />REFERENCE DURING CONSTRUCTION OF RATED ASSEMBLIES.
<br />5. REFER TO SPECIFICATION DIVISIONS 22 AND 23 FOR HVAC, PLUMBING AND ELECTRICAL PENETRATIONS
<br />OF WALLS. WALL PENETRATIONS TO CONFORM WITH U.L. DESIGN SYSTEMS WL, WWS OR WWD AS
<br />APPLICABLE. FOR FURTHER INFO SEE SHEET
<br />6. WALL FRAMING DIMENSIONS ARE FROM FACE OF STUD (F.O.S.), UNLESS NOTED OTHERWISE.
<br />7. ALL METAL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF
<br />PIPE CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. SHAFT WALLS SHALL BE PROVIDED WITH
<br />NECESSARY FRAMES, BRACING, AND SEALANT AROUND OPENINGS.
<br />8. GYPSUM BOARD SHALL EXTEND TO UNDERSIDE OF STRUCTURE ABOVE AT ALL EXTERIOR PERIMETER
<br />WALLS
<br />9. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, CONTINUOUS 18" WIDE 20
<br />GAUGE SHEET METAL PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL
<br />CASEWORK, STAIR RAILINGS, TOILET ACCESSORIES, PARTITIONS, AND OF ALL WALL MOUNTED OR
<br />SUSPENDED MECHANICAL, ELECTRICAL, OR MISC. EQUIPMENT
<br />10. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL CASING BEADS
<br />WHEREVER WALLBOARD, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL AND PROVIDE SEALANT AS
<br />REQUIRED.
<br />11. ALL GYPSUM WALL BOARD SHALL BE 5/8" THICK TYPE 'X' UNLESS OTHERWISE NOTED OR REQUIRED
<br />FOR SPECIFIC WALL CONSTRUCTION AND SHALL BE SCREWED TO ALL FRAMING MEMBERS NOT NAILED AS
<br />NOTED ON ACOUSTICAL REPORT INCLUDING TOP AND BOTTOM PLATES AS REQUIRED FOR EACH SPECIFIC
<br />ASSEMBLY. NOTIFY ARCHITECT ON ANY CONFLICT WITH FIRE RATED ASSEMBLY PRIOR TO PROCEEDING
<br />WITH WORK.
<br />12. GYPSUM BOARD ON ALL ACOUSTICALLY RATED WALL ASSEMBLIES SHALL BE SET IN A CONTINUOUS
<br />BEAD OF ACOUSTICAL CAULK TOP & BOTTOM. CAULK SHALL BE FIRE-RATED WHERE REQUIRED TO
<br />MAINTAIN THE FIRE-RATING OF THE WALL ASSEMBLY.
<br />13. REFER TO A-61.11 FOR PENETRATION ASSEMBLIES.
<br />14. PROVIDE SLIP TRACK HEAD OF WALL CONNECTION AT ALL METAL STUD WALLS IN THE PARKING
<br />STRUCTURE.
<br />15. PROVIDE CONTINUOUS 20 GAUGE, 10" WIDE SHEET METAL ATTACHED TO METAL STUD UNDERNEATH
<br />GYP BOARD AS NAILER FOR INSTALLATION OF MILLWORK, HANDRAIL OR SIMILAR ITEMS.
<br />16. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY
<br />OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND
<br />PERMANENTLY IDENTIFIED WITH STENCILING. SUCH IDENTIFICATION SHALL:
<br /> 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES.
<br /> 2. BE REPEATED AT INTERVALS NOT EXCEEDING 30 FEET (914 mm) MEASURED HORIZONTALLY ALONG THE
<br />WALL OR PARTITION; AND
<br /> 3. INCLUDE LETTERING NOT LESS THAN 0.5 INCH (12.7 mm) IN HEIGHT, INCORPORATING THE SUGGESTED
<br />WORDING: "FIRE AND /OR SMOKE BARRIER -PROTECT ALL OPENINGS," OR SIMILAR WORDING.
<br />EXCEPTION: WALLS IN GROUP R-2 OCCUPANCIES THAT DO NOT HAVE A REMOVABLE
<br />DECORATIVE CEILING ALLOWING ACCESS TO THE CONCEALED SPACE.
<br />A-xx
<br />-
<br />ACOUSTICAL
<br />INSULATION PER
<br />SCHEDULE
<br />WALL TYPE PER PLAN
<br />AND SCHEDULE
<br />CEILING WHERE OCCURSVARIES
<br />SEE FINISH SCHEDULECEILING HEIGHTVARIES FOR LEVELFLOOR HEIGHT0' - 0 1/4"CONCRETE SLAB PER
<br />STRUCTURAL PLANS
<br />SUPERIOS DRYWALL
<br />EDGE TRIM # SET 058-118
<br />SEALANT AND BACKER ROD
<br />CONCRETE SLAB PER
<br />STRUCTURAL PLANS
<br />ADDITIONAL LAYER OF
<br />5/8" TYPE X GYPSUM
<br />WALLBOARD REQUIRED @
<br />ACOUSTICAL SEPARATIONS
<br />CONCRETE SLAB PER
<br />STRUCTURAL PLANS.0' - 0 1/2"VARIESSEE FINISH SCHEDULECEILING HEIGHTVARIES FOR LEVELFLOOR HEIGHTREFERENCE GA
<br />FILE # 1072
<br />ACOUSTICAL INSULATION
<br />PER SCHEDULE
<br />WALL TYPE AND FINISH
<br />PER PLAN (TYP.)
<br />CEILING WHERE OCCURS
<br />DRYWALL EDGE AS
<br />PER SPECIFICATIONS
<br />SEALANT AND BACKER ROD
<br />CONCRETE SLAB PER
<br />STRUCTURAL PLANS.
<br />ADDITIONAL LAYER OF 5/8"
<br />TYPE X GYP. BD @
<br />ACOUSTICAL CONDITIONS
<br />FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE
<br />PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR
<br />PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH
<br />STENCILING. SUCH IDENTIFICATION SHALL:
<br /> 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES.
<br /> 2. BE REPEATED AT INTERVALS NOT EXCEEDING 30 FEET (914 mm) MEASURED
<br />HORIZONTALLY ALONG THE WALL OR PARTITION; AND
<br /> 3. INCLUDE LETTERING NOT LESS THAN 0.5 INCH (12.7 mm) IN HEIGHT, INCORPORATING
<br />THE SUGGESTED WORDING: "FIRE AND /OR SMOKE BARRIER -PROTECT ALL OPENINGS,"
<br />OR OTHER WORDING.
<br />EXCEPTION: WALLS IN GROUP R-2 OCCUPANCIES THAT DO NOT HAVE A
<br />REMOVABLE DECORATIVE CEILING ALLOWING ACCESS TO THE CONCEALED SPACE.
<br />2 COAT EXTERIOR CEMENT PLASTER
<br />OVER EXPANDED METAL LATH (NOT
<br />REQUIRED FOR RATING)
<br />6" MINIMUM STRUCTURAL
<br />CONCRETE WALL OR COLUMN
<br />SEE STRUCTURAL PLANS FOR
<br />SIZES AND SEE ARCHITECTURAL
<br />PLANS FOR LOCATIONS OF
<br />RATED WALLS.
<br />REF. C.B.C TABLE 720.1 (2)
<br />ITEM 3-1.4
<br />FOR PENETRATION DETAILS
<br />SEE SHEET
<br />A-XX
<br />-
<br />WEATHER RESISTIVE BARRIER, SEE
<br />SPEC.
<br />STUD SIZE
<br />OVERALL WALL
<br />THICKNESS
<br />(2) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE
<br />INTERIOR FINISH PER FINISH PLAN/SCHEDULE
<br />BATT INSULATION PER SCHEDULE
<br />WALL TYPE PER PLAN AND SCHEDULE
<br />WALL DESIGN CRITERIA & TEST DATA:
<br />REFER TO THE FOLLOWING & COMPLY W/ REQ.
<br />TEST ASSEMBLY FIRE RATING
<br />U.L. U419 TWO HOUR
<br />SEE DETAIL
<br />FOR HEAD-OF-WALL DETAIL
<br />EXTERIOR FINISH WHERE OCCURS
<br />DIM. POINT ON
<br />PLANS (U.N.O.)
<br />STUD SIZE AT EXTERIOR METAL FRAMING
<br />PER DESIGN -BUILD ENGINEERED
<br />SYSTEN
<br />REF. G.A. FILE NO. WP 1522
<br />STC 55 TO 59
<br />4
<br />A7.21
<br />(2) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE
<br />INTERIOR FINISH PER FINISH
<br />PLAN/SCHEDULE
<br />BATT INSULATION PER SCHEDULE
<br />WALL TYPE PER PLAN AND SCHEDULE
<br />STUD SIZE AT EXTERIOR METAL FRAMING
<br />PER DESIGN -BUILD ENGINEERED
<br />SYSTEN
<br />DIM. POINT ON
<br />PLANS (U.N.O.)
<br />WALL DESIGN CRITERIA & TEST DATA:
<br />REFER TO THE FOLLOWING & COMPLY W/ REQ.
<br />TEST ASSEMBLY FIRE RATING
<br />U.L. U415 TWO HOUR
<br />G.A. FILE WP 7095 TWO HOUR
<br />STC 45-49
<br />FOR TWO HOUR HORIZONTAL SHAFT
<br />ENCLOSURES: TEST ASSEMBLY WHI 694-0300.1
<br />OR WHI PSH 0154/0167
<br />SEE DETAIL
<br />FOR HEAD-OF-WALL DETAIL
<br />1" X 24" GYPSUM SHAFT LINER
<br />NOTE; WHERE ASSEMBLY IS USED
<br />HORIZONTALLY AS A CEILING ASSEMBLY
<br />PROVIDE (1) ADDITIONAL FACE LAYER OF 5/8"
<br />TYPE 'X' GYP. BD.
<br />SHAFT
<br />SIDE
<br />PROPRIETARY ASSEMBLY:
<br />UNITED STATES GYPSUM COMPANY
<br />1/2" SHEETROCK FIRECODE "C" & 1"
<br />SHEETROCK LINER PANELS, OR
<br />APPROVED EQUAL
<br />4
<br />A7.21
<br />GA FILE NO. WP 2800
<br />STC 55 TO 59
<br />BASE LAYER 1/2" PROPRIETARY TYPE X
<br />GYPSUM WALLBOARD APPLIED PARALLEL
<br />TO EACH SIDE OF 1 5/8" METAL STUDS 24"
<br />O.C. WITH JOINTS STAGGERED 24" O.C.
<br />EACH SIDE USING 1" TYPE S DRYWALL
<br />SCREWS 24" O.C. SECOND LAYER 1/2"
<br />PROPRIETARY TYPE X GYPSUM WALLBOARD
<br />APPLIED PARALLEL TO EACH SIDE WITH
<br />JOINTS STAGGERED 24" O.C. FROM BASE
<br />LAYER JOINTS ATTACHED TO STUDS WITH 1
<br />5/8" TYPE S DRYWALL SCREWS 24" O.C.
<br />FACE LAYER OF 1/2" PROPRIETARY TYPE X
<br />GYPSUM WALLBOARD APPLIED AT RIGHT
<br />ANGLES OR PARALLEL TO EACH SIDE
<br />ATTACHED TO STUDS WITH 2 1/4" TYPE S
<br />DRYWALL SCREWS 12" O.C. WITH 1 1/2"
<br />TYPE G DRYWALL SCREWS AT MIDPOINT
<br />BETWEEN STUDS 1" FROM HORIZONTAL
<br />JOINTS FOR RIGHT ANGLE APPLICATION OF
<br />WALLBOARD.
<br />SEE SHEET
<br />FOR PENETRATION DETAILS
<br />A-61.11
<br />-
<br />PARKING
<br />CONCRETE SLAB PER
<br />STRUCTURAL PLANS
<br />CONCRETE SLAB PER
<br />STRUCTURAL PLANS.
<br />REFER TO DETAIL 4 ON
<br />THIS SHEET FOR CMU
<br />WALL ASSEMBLY.
<br />8" TYPICAL U.N.O
<br />6" METAL STUD
<br />5/8" FIRE RATED, HIGH
<br />IMPACT,
<br />MOLD RESISTANT GYP. BD.FLOOR HEIGHTACOUSTIC INSULATION
<br />WHERE REQUIRED
<br />SEALANT AND BACKER
<br />ROD
<br />(+/- 4'-0" - 6 ROWS)VARIESROOM
<br />CONCRETE CURB
<br />(WHERE OCCURS)
<br />SLIP TRACK
<br />ALIGNSEE UL DESIGN #HW-D-0016
<br />FOR ADDITIONAL INFORMATION
<br />CONCRETE SLAB PER
<br />STRUCTURAL
<br />0' - 1"PACKING MATERIAL 2 LAYERS OF 7/8" DIA.
<br />POLYURETHANE BACKER ROD FRICTION
<br />FIT ON TOP OF EACH OTHER INTO THE
<br />GAP BETWEEN TOP OF GYPSUM BOARD
<br />AND BOTTOM OF CONCRETE
<br />JOINT SYSTEM - MAX SEPARATION
<br />BETWEEN BOTTOM OF FLOOR AND TOP
<br />OF WALL (AT TIME OF INSTALLATION OF
<br />JOINT SYSTEM) IS 1". THE JOINT SYSTEM IS
<br />DESIGNED TO ACCOMODATE A MAX 25
<br />PERCENT COMPRESSION FROM ITS
<br />INSTALLED WIDTH
<br />GYPSUM BOARD SHEETS INSTALLED TO
<br />A MIN TOTAL THICKNESS OF 5/8" OR 1 1/4"
<br />ON EACH SIDE OF WALL FOR A 1 HOUR
<br />OR 2 HOUR FIRE RATED WALL ,
<br />RESPECTIVELY
<br />A MIN. 1/2" THICKNESS OF FILL MATERIAL
<br />INSTALLED ON EACH SIDE OF THE WALL
<br />BETWEEN THE TOP OF THE GYPSUM
<br />BOARD AND BOTTOM OF THE CONCRETE
<br />FLOOR. FOR 1 HOUR SYSTEMS AND IN 2
<br />HOUR SYSTEMS WHERE PACKING
<br />MATERIAL OR FORMING MATERIAL ARE
<br />NOT USED, BOND BREAKER TAPE TO BE
<br />APPLIED TO CEILING RUNNER ON EACH
<br />SIDE OF WALL.
<br />2 1/2" MIN. WIDE STUDS CUT 1 INCH LESS IN
<br />LENGTH THAN ASSEMBLY HEIGHT WITH
<br />BOTTOM NESTING IN AND RESTING ON
<br />FLOOR RUNNER AND WITH TOP NESTING IN
<br />CEILING RUNNER WITHOUT ATTACHMENT.
<br />STUD SPACING NOT TO EXCEED 24" O.C.
<br />2016-0517
<br />REINFORCING BARS PER
<br />STRUCTURAL DRAWINGS
<br />6" MINIMUM NOMINAL C.M.U. WALL
<br />SOLID FILLED WITH GROUT. SEE
<br />STRUCTURAL PLANS FOR C.M.U.
<br />SIZES AND SEE ARCHITECTURAL
<br />PLANS FOR LOCATIONS OF RATED
<br />WALLS.
<br />2 COAT EXTERIOR CEMENT
<br />PLASTER OR 5/8" TYPE 'X' GYPSUM
<br />BOARD OVER FURRING
<br />CHANNELS PER PLANS (NOT
<br />REQUIRED FOR RATING) (AS
<br />OCCURS PER PLANS)
<br />TOOL MORTAR JOINTS PER
<br />SPECIFICATIONS.
<br />REF. C.B.C TABLE 721.1 (2) ITEM 3-1.4
<br />SEE SHEET A-X.XX FOR PENETRATION DETAILS
<br />MINIMUM 3-5/8" METAL STUD WALL, SPACING PER
<br />STRUCTURAL DRAWINGS
<br />2 LAYERS 5/8" THICK GYPSUM WALL BOARD
<br />SOUND BATT INSULATION, SEE INSULATION
<br />SCHEDULE
<br />FIRE RATING: ONE HOUR
<br />STC: 60-64
<br />ASSEMBLY: GA FILE NO. WP 5001
<br />1 LAYER 5/8" THICK GYPSUM WALL BOARD
<br />5/8" THICK GYPSUM WALL BOARD
<br />ACOUSTICAL INSULATION PER
<br />SCHEDULE
<br />UNIT
<br />MINIMUM 3-5/8" METAL STUD WALL,
<br />SPACING PER STRUCTURAL DRAWINGS
<br />FIRE RATING:
<br />STC:
<br />ASSEMBLY:
<br />FRAMING PER PLANS
<br />ACOUSTICAL INSULATION
<br />PER SCHEDULE
<br />WALL TYPE PER PLAN
<br />AND SCHEDULE
<br />CEILING WHERE OCCURSVARIES
<br />SEE FINISH SCHEDULECEILING HEIGHTVARIES FOR LEVELFLOOR HEIGHT0' - 0 1/4"CONCRETE SLAB PER
<br />STRUCTURAL PLANS
<br />SUPERIOS DRYWALL
<br />EDGE TRIM # SET 058-118
<br />SEALANT AND BACKER ROD
<br />CONCRETE SLAB PER
<br />STRUCTURAL PLANS
<br />ADDITIONAL LAYER OF
<br />5/8" TYPE X GYPSUM
<br />WALLBOARD REQUIRED @
<br />ACOUSTICAL SEPARATIONS
<br />SEE DETAIL 4 ON THIS SHEET
<br />FOR HEAD OF WALL DETAIL
<br />RENEWAL
<br />DATE
<br />RCHITE
<br />CTDESNECIL A
<br />A L IF ORNIA
<br />FOETATSC
<br />JOHNNY C. LU
<br />C-30396
<br />6/30/2023
<br />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.:
<br />Drawn:
<br />Checked:
<br />BID Date:411 EAST HUNTINGTON DRIVESUITE 308ARCADIA, CALIFORNIA 91006PHN: (626) 446-5300TAG design worksSHEET #
<br />SHEET TITLE:200 N. CABRILLO, SANTA ANA, CA 92701ARCHITECT:PROJECT ADDRESS:THE MADISON3/28/2022 DD SET
<br />4/22/2022 100% DD
<br />1ST BUILDING DEPT SUBMITTAL 05-31-20225/31/2022 1ST PLAN CHECK
<br />Autodesk Docs://Santa Ana Madison Apartment/220101-Madison_Arch.rvt
<br />METAL &
<br />CONCRETE
<br />FRAMED
<br />WALL
<br />ASSEMBLIES
<br />A7.21
<br />3" = 1'-0"9NON - RATED INT. METAL STUD WALL
<br />3" = 1'-0"101-HR RATED BLDG EXT. WALL (METAL)
<br />3" = 1'-0"3CMU WALL-METAL STUD
<br />12" = 1'-0"7METAL FRAME WALL NOTES
<br />3" = 1'-0"12CEILING HIGH PARTITION (METAL)
<br />3" = 1'-0"131-HR FULL-HEIGHT WALL FRMG (METAL)
<br />12" = 1'-0"1CONCRETE / CMU WALL NOTES
<br />3" = 1'-0"6TYPICAL 2 & 3-HR CONC. WALL OR COLUMN
<br />3" = 1'-0"152-HR STUD WALL
<br />3" = 1'-0"142-HR SHAFT WALL - METAL
<br />3" = 1'-0"113-HR WALL AT GARAGE CORE
<br />1 1/2" = 1'-0"2CMU/METAL STUD WALL
<br />1 1/2" = 1'-0"4RATED HEAD OF WALL AT METAL STUDS
<br />3" = 1'-0"52 & 3-HR CMU WALL ASSEMBLY
<br />3" = 1'-0"191-HR FIRE PARTITION (UNIT PARTY WALL)
<br />3" = 1'-0"17NON - RATED FURRING WALL WALL
<br />3" = 1'-0"181-HR CORRIDOR/ UNIT PARTITION WALL
<br />Date Issues / Revisions:
<br />
<br />
<br />City Council 29 – 127 11/19/2024
|