|
INTERIOR SIDE 1-LAYER 5/8" TYPE "X" GYPSUM
<br />BOARD.
<br />INSULATION PER SCHEDULE
<br />FIRE RATING: ONE HOUR
<br />STC: SEE ACOUSTICAL REPORT
<br />ASSEMBLY: CBC TABLE 721.1(2) ITEM 15-1.3
<br />RATED ASSEMBLY
<br />FIRE RETARDANT TREATED SHEATHING
<br />(WHERE OCCURS) O/ MIN. 2x6 FIRE RETARDANT
<br />TREATED STUD FRAMING PER STRUCTURAL
<br />PLANS AT TYPE III CONSTRUCTION PER CBC
<br />602.3
<br />EXTERIOR SIDE 7/8" CEMENT PLASTER, 1:4 FOR
<br />SCRATCH COAT AND 1:5 FOR BROWN COAT, BY
<br />VOLUME, CEMENT TO SAND O/ WRB PER WP
<br />DRAWINGS
<br />EXT.INT.
<br />NOTE:
<br />WHERE WASTE AND WATER SUPPLY PIPING IS
<br />REQUIRED IN INTERIOR PARTITION WALLS THE
<br />PARTITION WALL SHALL BE CONSTRUCTED WITH THE
<br />FOLLOWING REVISIONS :
<br />1. 2X4 STUDS ON A 2X8 PLATE OR DOUBLE 2X WALLS.
<br />SEE PLANS
<br />2. ONE LAYER OF BATT INSULATION FRICTION FIT
<br />BETWEEN THE STUDS WHERE PIPING OCCURS.
<br />3. AT SOUND SENSITIVE AREAS PROVIDE BATT
<br />INSULATION FRICTION FIT BETWEEN STUDS
<br />MINIMUM 2X4 WOOD STUDS MAXIMUM 24" O.C. WITH 5/8"
<br />TYPE "X" GYPSUM BOARD APPLIED VERTICALLY OR
<br />HORIZONTALLY TO EACH SIDE OF WOOD STUDS &
<br />NAILED w/ 6d COOLER OR WALLBOARD NAILS AT 7" O.C.
<br />WITH END JOINTS ON NAILING MEMBERS. STAGGER
<br />JOINTS EACH SIDE. SEE STRUCTURAL FRAMING,
<br />SEGMENT AND ENLARGED UNIT PLANS FOR SIZES.
<br />NOTE:
<br />APPLY WOOD STRUCTURAL PANELS PER
<br />STRUCTURAL DRAWINGS TO STUDS PRIOR TO
<br />APPLICATION OF FINISHES
<br />SEE SHEET FOR PENETRATION DETAILSAx.xx
<br />-
<br />FIRE RATING: ONE HOUR
<br />STC: NA
<br />ASSEMBLY: CBC TABLE 721.1(2) 14-1.3
<br />INSULATION PER SCHEDULE.
<br />FIRE RATING: TWO HOUR
<br />STC: NA
<br />ASSEMBLY: CBC TABLE 721.1(2) 15-1.6
<br />RATED ASSEMBLY
<br />2" X 6" FIRE-RETARDANT-TREATED WOOD STUDS 16"
<br />ON CENTER.
<br />FIRE RETARDANT SHEATHING WHERE OCCURS
<br />INTERIOR FACE HAS TWO LAYERS OF 5/8" TYPE X
<br />GYPSUM WITH THE BASE LAYER PLACED VERTICALLY
<br />AND ATTACHED WITH 6D BOX NAILS 12" ON CENTER.
<br />THE FACE LAYER IS PLACED HORIZONTALLY AND
<br />ATTACHED WITH 8D BOX NAILS 8" ON CENTER AT
<br />JOINTS AND 12" ON CENTER ELSEWHERE.
<br />THE EXTERIOR FACE HAS A BASE LAYER OF 5/8"
<br />TYPE X GYPSUM SHEATHING PLACED VERTICALLY
<br />WITH 6D BOX NAILS 8" ON CENTER AT JOINTS AND 12"
<br />ON CENTER ELSEWHERE. AN APPROVED BUILDING
<br />PAPER IS NEXT APPLIED, FOLLOWED BY SELF-
<br />FURRED EXTERIOR LATH ATTACHED WITH
<br />2 1/2", NO. 12 GAGE GALVANIZED ROOFING NAILS
<br />WITH A 3/8" DIAMETER HEAD AND SPACED 6" ON
<br />CENTER ALONG EACH STUD.
<br />CEMENT PLASTER CONSISTING OF A 1/ 2" BROWN
<br />COAT IS THEN APPLIED. THE SCRATCH COAT IS
<br />MIXED IN THE PROPORTION OF 1:3 BY WEIGHT,
<br />CEMENT TO SAND WITH 10 POUNDS OF HYDRATED
<br />LIME AND 3 POUNDS OF APPROVED ADDITIVES OR
<br />AD MIXTURES PER SACK OF CEMENT. THE BROWN
<br />COAT IS MIXED IN THE PROPORTION OF 1:4 BY
<br />WEIGHT, CEMENT TO SAND WITH THE SAME
<br />AMOUNTS OF HYDRATED LIME AND APPROVED
<br />ADDITIVES OR ADMIXTURES USED IN THE SCRATCH
<br />COAT.
<br />NOTE: APPLY WOOD STRUCUTRAL PANEL
<br />PER STRUCTURAL DRAWINGS TO STUDS
<br />PRIOR TO APPLICATION OF FINISHES.
<br />EXT.INT.
<br />.TWO LAYERS 1"X24"
<br />PROPRIETARY TYPE X
<br />GYPSUM PANELS INSERTED
<br />BETWEEN 2" FLOOR AND
<br />CEILING RUNNERS WITH 2"
<br />STEEL H STUDS BETWEEN
<br />ADJACENT PAIRS OF
<br />GYPSUM PANELS. 2"
<br />MINERAL FIBER
<br />INSULATION, 3.0 pcf,
<br />APPLIED OVER EACH SIDE
<br />AND STAPLED TO GYPSUM
<br />PANELS. (NLB)
<br />WOOD STRUCTURAL PANELS,
<br />SEE STRUCTURAL DRAWINGS
<br />EXTERIOR CEMENT PLASTER
<br />PER SPECIFICATIONS WHERE
<br />OCCURS, SEE BUILDING
<br />PLANS.
<br />FIRE RATING: THREE HOUR
<br />STC:
<br />ASSEMBLY: GA FILE NO. ASW 2600
<br />6" RATED ASSEMBLY
<br />2X6 WOOD STUD AT
<br />EXTERIOR LOCATIONS
<br />1' - 2 3/4"
<br />1. STUD SIZES INDICATED ON THE FLOOR PLANS BY HATCH PATTERNS AND/OR KEYNOTES ARE PROVIDED TO SHOW
<br />DESIGN INTENT. REFER TO STRUCTURAL DRAWINGS FOR STUD SIZE, SPACING AND SHEAR WALL LOCATIONS.
<br />2. REFER TO RATED ASSEMBLIES FOR DETAILED CONSTRUCTION REQUIREMENTS. GENERAL CONTRACTOR SHALL KEEP A
<br />COPY OF ALL THE RATED ASSEMBLY REPORTS AT THE JOB SITE TRAILER FOR REFERENCE.
<br />3. REFER TO ACOUSTIC REPORT BY ACOUSTICAL CONSULTANT FOR ADDITIONAL WALL REQUIREMENTS.
<br />4. WHERE A SUBSTITUTION TO THE RATED ASSEMBLY NOTED IN THE CONSTRUCTION DOCUMENT IS PROPOSED, A
<br />COMPLETE SUBSTITUTION PACKAGE CONTAINING A TESTED, APPROVED ALTERNATE ASSEMBLY SHALL BE SUBMITTED TO
<br />THE ARCHITECT FOR REVIEW. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN BUILDING
<br />DEPARTMENT APPROVAL AND TO COORDINATE ANY ADJUSTMENT REQUIRED BY SAID SUBSTITUTION.
<br />5. REFER TO SHEET AX.XX FOR PENETRATION DETAILS.
<br />6. REFER TO SHEET AX.XX FOR DEMISING WALL DETAILS.
<br />7. REFER TO AND AND WATERPROOFING DETAILS FOR EXPANSION JOINT AND PLASTER SCREEDS.
<br />8. PER CBC SECTION 703.7, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR
<br />ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND
<br />PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL:
<br /> 1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES.
<br /> 2. BE LOCATED WITHIN 15 FEET (4572 mm) OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET (9144
<br />mm) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND
<br /> 3. INCLUDE LETTERING NOT LESS THAN 3 INCHES (76 mm) IN HEIGHT WITH A MINIMUM 3/8 INCH (9.5 mm) STROKE IN A
<br />CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING: "FIRE AND /OR SMOKE BARRIER - PROTECT ALL
<br />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 />9. APPLY SHEATHING TO STUDS PER STRUCTURAL DRAWINGS PRIOR TO APPLICATION OF FINISHES.
<br />10. U.N.O., SEE SPECIFICATIONS FOR QUALITY, COMPOSITION AND APPLICATION OF EXTERIOR CEMENT PLASTER.
<br />11. PER GENERAL EXPLANATORY NOTE #4 IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL GA-600 2015,
<br />SCREWS MEETING ASTM C 1002 SHALL BE PERMITTED TO BE SUBSTITUTED FOR THE PRESCRIBED NAILS, ONE FOR ONE,
<br />WHEN THE LENGTH AND HEAD DIAMETER OF THE SCREWS EQUAL OR EXCEED THOSE OF THE NAILS SPECIFIED IN THE
<br />TESTED SYSTEM AND THE SCREW SPACING DOES NOT EXCEED THE SPACING SPECIFIED FOR THE NAILS IN THE TESTED
<br />SYSTEM.
<br />-
<br />---
<br />-
<br />---
<br />ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED
<br />PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2X4
<br />WOOD STUDS 16" O.C. STAGGERED 8" O.C. ON 2X6
<br />WOOD PLATES WITH 6d COATED NAILS, 1 7/8" LONG,
<br />0.0915" SHANK, 1/4" HEADS, 7" O.C. JOINTS STAGGERED
<br />24" ON OPPOSITE SIDES. HORIZONTAL BRACING
<br />REQUIRED AT MID HEIGHT. (LOAD BEARING)
<br />WOOD STRUCTURAL PANELS, SEE STRUCTURAL
<br />DWGS
<br />CORRIDORUNIT
<br />1" MINERAL WOOL VERTICAL FIRE STOPPING @ 10'-0"
<br />INTERVALS
<br />5 1/2" MINIMUM SOUND BATT INSULATION, SEE
<br />INSULATION SCHEDULE
<br />FIRE RATING: ONE HOUR
<br />STC: 50 MIN PER NRC TL 93-225
<br />ASSEMBLY: GA FILE NO. WP 3371
<br />ADD ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD
<br />AT BEDROOM WALLS ADJACENT TO CORRIDORS
<br />ADD ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD
<br />AT BEDROOM WALL ADJACENT TO CORRIDOR
<br />PER GA-600-2015 FIRE RESISTANCE DESIGN MANUAL:
<br />SCREWS MEETING ASTM C 1002 SHALL BE PERMITTED
<br />TO BE SUBSTITUTED FOR THE NAILS, ONE FOR ONE,
<br />WHEN THE LENGTH AND HEAD DIAMETER OF THE
<br />SCREWS EQUAL OR EXCEED THOSE OF THE NAILS
<br />SPECIFIED IN THE TESTED SYSTEM AND THE SCREW
<br />SPACING DOES NOT EXCEED THE SPACING SPECIFIED
<br />FOR THE NAILS IN THE TESTED SYSTEM.
<br />INSULATION PER INSULATION SCHEDULE
<br />ELEVATOR / STAIR
<br />FIRE RATING: TWO HOUR
<br />STC: 53
<br />ASSEMBLY: GA FILE NO. WP 4135
<br />RATED ASSEMBLY
<br />2x4 WOOD STUDS or 3 5/8" or 6" METAL
<br />STUDS 16" O.C. WITH ONE LAYER 5/8" TYPE X
<br />GYPSUM WALLBOARD
<br />CALIFORNIA OFFICE OF NOISE CONTROL
<br />1.2.4.1.5.14 STC 53
<br />BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD
<br />APPLIED AT RIGHT ANGLES TO EACH SIDE OF
<br />MINIMUM 2X4 WOOD STUDS MAXIMUM 16" O.C.
<br />WITH 6d COATED NAILS, 1 7/8" LONG, 0.085"
<br />SHANK, 1/4" HEADS, 24" O.C. FACE LAYER 5/8"
<br />TYPE X GYPSUM WALLBOARD APPLIED AT
<br />RIGHT ANGLES TO EACH SIDE WITH 8d COATED
<br />NAILS, 2 3/8" LONG, 0.100" SHANK, 1/4" HEADS,
<br />8" O.C.
<br />JOINTS STAGGERED 24" O.C. EACH LAYER AND
<br />SIDE. SOUND TESTED WITH 16" O.C. AND WITH
<br />NAILS FOR BASE LAYER SPACED 6" O.C.. (LOAD
<br />BEARING)
<br />PER GA-600-2015 FIRE RESISTANCE DESIGN
<br />MANUAL: SCREWS MEETING ASTM C 1002 SHALL
<br />BE PERMITTED TO BE SUBSTITUTED FOR THE
<br />NAILS, ONE FOR ONE, WHEN THE LENGTH AND
<br />HEAD DIAMETER OF THE SCREWS EQUAL OR
<br />EXCEED THOSE OF THE NAILS SPECIFIED IN THE
<br />TESTED SYSTEM AND THE SCREW SPACING
<br />DOES NOT EXCEED THE SPACING SPECIFIED
<br />FOR THE NAILS IN THE TESTED SYSTEM.
<br />ALTERNATE: REF: CBC 721.1 (2) 15-1.7
<br />2"
<br />6" MIN.
<br />ALTERNATE: REF: CBC 721.1 (2) 14-1.5
<br />BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD
<br />APPLIED AT RIGHT ANGLES TO EACH SIDE OF
<br />MINIMUM 2X4 WOOD STUDS MAXIMUM 24" O.C.
<br />WITH 6d COATED NAILS, 1 7/8" LONG, 0.085"
<br />SHANK, 1/4" HEADS, 24" O.C. FACE LAYER 5/8"
<br />TYPE X GYPSUM WALLBOARD APPLIED AT RIGHT
<br />ANGLES TO EACH SIDE WITH 8d COATED NAILS, 2
<br />3/8" LONG, 0.100" SHANK, 1/4" HEADS, 8" O.C.
<br />JOINTS STAGGERED 24" O.C. EACH LAYER AND
<br />SIDE. SOUND TESTED WITH 16" O.C. AND WITH
<br />NAILS FOR BASE LAYER SPACED 6" O.C.. (LOAD
<br />BEARING)
<br />FIRE RATING: TWO HOUR
<br />STC: 40 to 44
<br />ASSEMBLY: GA FILE NO. WP 4135
<br />RATED ASSEMBLY
<br />WOOD STRUCTURAL PANELS PER
<br />STRUCTURAL DRAWING
<br />FIBERGLASS INSULATION PER
<br />INSULATION SCHEDULE
<br />PER GA-600-2015 FIRE RESISTANCE DESIGN
<br />MANUAL: SCREWS MEETING ASTM C 1002 SHALL
<br />BE PERMITTED TO BE SUBSTITUTED FOR THE
<br />NAILS, ONE FOR ONE, WHEN THE LENGTH AND
<br />HEAD DIAMETER OF THE SCREWS EQUAL OR
<br />EXCEED THOSE OF THE NAILS SPECIFIED IN THE
<br />TESTED SYSTEM AND THE SCREW SPACING
<br />DOES NOT EXCEED THE SPACING SPECIFIED
<br />FOR THE NAILS IN THE TESTED SYSTEM.
<br />AIRGAP
<br />1" OR 2"
<br />1" MINERAL WOOL FIRE STOPPING AT
<br />10'-0" O.C. VERTICAL INTERVALS
<br />FIRE RATING: TWO HOUR
<br />STC: 65 to 69
<br />ASSEMBLY: GA FILE NO. WP 3725
<br />RATED ASSEMBLY
<br />NOTE:
<br />APPLY WOOD STRUCTURAL PANELS PER
<br />STRUCTURAL DRAWINGS TO STUDS
<br />PRIOR TO APPLICATION OF FINISHES
<br />BASE LAYER 5/8”TYPE X GYPSUM
<br />WALLBOARD OR GYPSUM VENEER BASE
<br />APPLIED AT RIGHT ANGLES TO EACH SIDE OF
<br />DOUBLE ROW OF 2 X 4 WOOD STUDS 16”O.C.
<br />ON SEPARATE PLATES 1”APART WITH 2”TYPE
<br />W SCREWS 24”O.C. FACE LAYER 5/8”TYPE X
<br />GYPSUM WALLBOARD OR GYPSUM VENEER
<br />BASE APPLIED AT RIGHT ANGLES TO EACH
<br />SIDE WITH 2-1/2”TYPE W SCREWS, 8”O.C. TWO
<br />LAYERS 3.5”UNFACED GLASS FIBER
<br />INSULATION FRICTION FIT BETWEEN STUD,
<br />ONE PER SIDE.
<br />JOINTS STAGGERED 16”EACH LAYER AND
<br />SIDE. HORIZONTAL BRACING REQUIRED AT
<br />MID-HEIGHT.
<br />(LOAD-BEARING)
<br />PER GA-600-2015 FIRE RESISTANCE DESIGN
<br />MANUAL: SCREWS MEETING ASTM C 1002
<br />SHALL BE PERMITTED TO BE SUBSTITUTED FOR
<br />THE NAILS, ONE FOR ONE, WHEN THE LENGTH
<br />AND HEAD DIAMETER OF THE SCREWS EQUAL
<br />OR EXCEED THOSE OF THE NAILS SPECIFIED IN
<br />THE TESTED SYSTEM AND THE SCREW
<br />SPACING DOES NOT EXCEED THE SPACING
<br />SPECIFIED FOR THE NAILS IN THE TESTED
<br />SYSTEM.
<br />0' - 11 1/2"
<br />NOTE: APPLY SHEATHING PER
<br />STRUCTURAL DRAWINGS.
<br />1. ONE LAYER OF BATT INSULATION
<br />SNUGLY FITTED BETWEEN THE STUDS
<br />WHERE PIPING OCCURS.
<br />FIRE RETARDANT TREATED PLYWOOD
<br />SHEATHING WHERE OCCURS. REFER
<br />TO STRUCTURAL DRAWINGS.
<br />5/8" TYPE "X" GYPSUM BOARD, SEE
<br />DETAIL 2 THIS SHEET FOR APPLICATION
<br />DOUBLE 2x6 STUDS MIN. AT 16" O.C.
<br />MAX. WITH BATT. INSULATION PER
<br />SCHEDULE
<br />3 COAT CEMENT PLASTER & LATH O/ 2
<br />LAYERS GRADE D BLDG. PAPER OR WP
<br />PER WP DOCS.
<br />NOTE:
<br />WHERE WASTE AND WATER SUPPLY
<br />PIPING IS REQUIRED IN INTERIOR
<br />PARTITION WALLS THE PARTITION
<br />WALL SHALL BE CONSTRUCTED WITH
<br />THE FOLLOWING REVISIONS :
<br />REF: CBC 721.1 (2) 15-1.3
<br />MIN. 0' - 11 1/2"
<br />SEE SHEET FOR PENETRATION
<br />DETAILS A-61.11
<br />-
<br />FIRE RETARDANT TREATED FRAMING
<br />EXT.INT.
<br />NOTE:
<br />GYPSUM WALLBOARD SHALL BE APPLIED
<br />WITH HORIZONTAL JOINTS STAGGERED NOT
<br />LESS THAN 12" ON OPPOSITE SIDES
<br />SEE SHEET FOR PENETRATION DETAILSA-75.1
<br />-
<br />WOOD STRUCTURAL PANELS, WHERE OCCURS,
<br />PER STRUCTURAL DRAWINGS. APPLY TO STUDS
<br />PRIOR TO APPLICATION OF FINISHESUNIT/CORRIDORFIRE RATING: ONE HOUR
<br />STC: 56-58 PER ACOUSTICAL REPORT
<br />ASSEMBLY: GA FILE NO. WP 5513 UNIT1HR WALL PER DETAILS 3/ 9 ON THIS SHEET
<br />**
<br />2X WOOD STUD OR MTL STUD
<br />FRAMING
<br />** 6" AT BATHS
<br />** 6" AT KITCHEN
<br />FIRE RATING: TWO HOUR
<br />STC: NA
<br />ASSEMBLY: CBC TABLE 721.1(2) 15-1.6
<br />NOTE: APPLY WOOD STRUCUTRAL PANEL
<br />PER STRUCTURAL DRAWINGS TO STUDS
<br />PRIOR TO APPLICATION OF FINISHES.
<br />INT.
<br />PER PLANS
<br />2 OR 6/A-61.51PER PLANS
<br />RATED ASSEMBLY
<br />EXTERIOR FINISH PER
<br />ELEVATIONS
<br />5/8" TYPE 'X' GYPSUM
<br />SHEATHING OVER 2X WOOD
<br />STUD WALL PER STRUCTURAL
<br />DRAWINGS
<br />FIRE RETARDANT TREATED
<br />FRAMING (TYPICAL)
<br />INTERIOR SIDE: ONE LAYER 5/8" TYPE 'X'
<br />GYPSUM WALLBOARD, WATER-RESISTANT
<br />GYPSUM BACKING BOARD, OR GYPSUM VENEER
<br />BASE APPLIED PARALLEL OR AT RIGHT
<br />ANGLES TO STUDS WITH 6D COATED NAILS,
<br />1 7/8" LONG,0.0915" SHANK, 1/4" HEADS, 7" O.C.
<br />(LOAD-BEARING)
<br />INSULATION PER SCHEDULE
<br />FIRE RATING: ONE HOUR
<br />STC: NA
<br />ASSEMBLY: GA WP 8105
<br />EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8"
<br />TYPE 'X' GYPSUM SHEATHING APPLIED PARALLEL
<br />TO MIN 2 X4 WOOD STUDS 24" O.C. WITH 1 3/4"
<br />GALVANIZED ROOFING NAILS
<br />4" O.C. AT VERTICAL JOINTS AND 7" O.C. AT
<br />INTERMEDIATE STUDS AND TOP AND BOTOM
<br />PLATES.
<br />JOINTS OF GYPSUM SHEATHING MAY BE LEFT
<br />UNTREATED.
<br />EXTERIOR FIBER CEMENT SIDING TO BE ATTACHED
<br />THROUGH SHEATHING TO STUDS.
<br />FIRE RETARDANT TREATED STUD FRAMING
<br />PER STRUCTURAL PLANS
<br />3 1/2" UNFACED GLASS FIBER FRICTION FIT IN STUD
<br />SPACE.EXT.INT.
<br />WEATHER BARRIER PER BUILDING ENVELOPE
<br />DRAWINGS
<br />REFER TO SHEETS
<br />A2-10.10
<br />A3-10.10
<br />A4-10.10
<br />FOR EXTERIOR LOAD BEARING WALL
<br />LOCATIONS AT LOAD BEARING WALLS
<br />USE DETAIL 6 ON THIS SHEET
<br />FIRE TEST SEE WP 3510
<br />INTERIOR SIDE: ONE LAYER 5/8" TYPE 'X'
<br />GYPSUM WALLBOARD, WATER-RESISTANT
<br />GYPSUM BACKING BOARD, OR GYPSUM VENEER
<br />BASE APPLIED PARALLEL OR AT RIGHT
<br />ANGLES TO STUDS WITH 6D COATED NAILS,
<br />1 7/8" LONG,0.0915" SHANK, 1/4" HEADS, 7" O.C.
<br />(LOAD-BEARING)
<br />INSULATION PER SCHEDULE
<br />FIRE RATING: ONE HOUR
<br />STC: NA
<br />ASSEMBLY: GA WP 8105
<br />EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8"
<br />TYPE 'X' GYPSUM SHEATHING APPLIED PARALLEL
<br />TO MIN 2 X4 WOOD STUDS 24" O.C. WITH 1 3/4"
<br />GALVANIZED ROOFING NAILS
<br />4" O.C. AT VERTICAL JOINTS AND 7" O.C. AT
<br />INTERMEDIATE STUDS AND TOP AND BOTOM
<br />PLATES.
<br />JOINTS OF GYPSUM SHEATHING MAY BE LEFT
<br />UNTREATED.
<br />EXTERIOR CLADING TO BE ATTACHED
<br />THROUGH SHEATHING TO STUDS.
<br />FIRE RETARDANT TREATED STUD FRAMING
<br />PER STRUCTURAL PLANS
<br />3 1/2" UNFACED GLASS FIBER FRICTION FIT IN
<br />STUD SPACE.EXT.INT.
<br />WEATHER BARRIER PER BUILDING ENVELOPE
<br />DRAWINGS
<br />REFER TO SHEETS
<br />A2-10.10
<br />A3-10.10
<br />A4-10.10
<br />FOR EXTERIOR LOAD BEARING WALL
<br />LOCATIONS AT LOAD BEARING WALLS
<br />USE DETAIL 6 ON THIS SHEET
<br />FIRE TEST SEE WP 3510
<br />NOTE:
<br />GYPSUM WALLBOARD SHALL BE APPLIED
<br />WITH HORIZONTAL JOINTS STAGGERED NOT
<br />LESS THAN 12" ON OPPOSITE SIDES
<br />SEE SHEET FOR PENETRATION DETAILSA-XX
<br />-UNIT5/8" GYPSUM BOARD OVER 2X4 WOOD STUDS
<br />FRAMING PER PLANS
<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 />WOOD
<br />FRAMED
<br />WALL
<br />ASSEMBLIES
<br />A7.31
<br />3" = 1'-0"21-HR EXT. (NON-BEARING) WALL
<br />3" = 1'-0"51-HR INT. WALL - TYP.
<br />3" = 1'-0"62-HR EXT. (BEARING) WALL
<br />3" = 1'-0"143-HR FIREWALL AT INTERIOR
<br />12" = 1'-0"1WOOD FRAME WALL GENERAL NOTES
<br />3" = 1'-0"31-HR CORRIDOR WALL
<br />3" = 1'-0"112-HR RATED WALL
<br />3" = 1'-0"72 HR INTERIOR STUD WALL
<br />3" = 1'-0"101-HR WALL PARTITION
<br />3" = 1'-0"41-HR EXT. DBL. (NON-BEARING) WALL
<br />3" = 1'-0"151-HR PLUMBING WALL @ CORRIDOR WALL
<br />3" = 1'-0"82-HR EXT. (BEARING)-FURRED WALL
<br />3" = 1'-0"131-HR EXT. (NON-BEARING) WALL - SIDING
<br />3" = 1'-0"121-HR (NON-BEARING) WALL - RAINSCREEN
<br />3" = 1'-0"9NON-RATED FURRING WALL
<br />Date Issues / Revisions:
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<br />City Council 29 – 130 11/19/2024
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