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CEMENT PLASTER ASSEMBLY
<br />WEATHER RESISTANT BARRIER
<br />12" CONT. S.A.M.F., OF CONTROL JOINT
<br />WD. STUD FRAMING, WHERE OCCUR
<br />DOUBLE "V" CONTROL JOINT
<br />WALL SHEATHING, S.S.D.
<br />WOOD BACKING FOR ALL CONTROL JOINTS
<br />AT ALL WOOD STUD LOCATIONS
<br />CUT WIRE LATH AND WIRE TIE WIRE LATH
<br />TO EACH FLANGE OF THE CONTROL JOIN.
<br />NO NAILS, SCREWS OR STAPLES ALLOWED
<br />AT CONTROL JOINT SO THAT THE
<br />CONTROL JOINT CAN EXPAND AND
<br />CONTRACT
<br />CEMENT PLASTER ASSEMBLY
<br />WEATHER RESISTANT BARRIER IN WATER
<br />SHED FASHION O/ S.A.M.F. AND SOLID LEG OF
<br />CONTROL JOINT
<br />S.A.M.F. O/ W.R.B. BELOW
<br />CONTROL JOINT, EXTEND 12"
<br />ABOVE SHEATHING
<br />WD. STUD FRAMING, WHERE OCCUR
<br />SOLID LEG DOUBLE "V" CONTROL JOINT
<br />WALL SHEATHING, S.S.D.
<br />CUT WIRE LATH AND WIRE TIE WIRE LATH
<br />TO BOTTOM FLANGE OF THE CONTROL
<br />JOIN. NO NAILS, SCREWS OR STAPLES
<br />ALLOWED.
<br />CUTTED WIRE LATH TO BE INSTALLED ABOVE
<br />LEG OF CONTROL JOINT WITHOUT
<br />CONNECTION
<br />(2 LAYERS)
<br />STANDARD STUD LENGTHS: 92-5/8" OR 104-5/8" UNLESS
<br />NOTED OTHERWISE
<br />UL DESIGN NO. U356
<br />ONE HOUR RATED ASSEMBLY (EXPOSED TO FIRE ON INTERIOR FACE ONLY)
<br />CONSTRUCTION FROM EXTERIOR SIDE:
<br />1. STUCCO: INSTALLED IN ACCORDANCE WITH MFR. INSTRUCTIONS.
<br />2. WOOD STRUCTURAL PANEL SHEATHING:7/16" MINIMUM THICKNESS, MINIMUM GRADE C-D OR
<br />'SHEATHING' WITH VERTICAL JOINTS CENTERED ON WOOD STUDS AND HORIZONTAL JOINTS BACKED
<br />WITH NOM 2 X 4 IN. WOOD BLOCKING. ATTACHED WITH 6D CEMENT COATED BOX NAILS AT 6" O.C. AT
<br />EDGES OF PANEL AND 12" O.C. ALONG SUPPORTING STUDS.
<br />3. INSULATION: FRICTION FIT BETWEEN STUDS EITHER UNFACED MINERAL FIBER INSULATION (WITH
<br />MIN. DENSITY OF 3 PCF) OR ALUMINUM FOIL OR KRAFT PAPER FACED GLASS FIBER INSULATION (WITH
<br />MIN. DENSITY OF 0.9 PCF) R-13 MINIMUM.
<br />4. WOOD STUDS: NOM 2 X 4 IN. SPACED 16" O.C. WITH DOUBLE TOP PLATES AND SINGLE BOTTOM
<br />PLATE.
<br />5. GYPSUM BOARD: 5/8" THICK, 4 FT WIDE, APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING
<br />PLATES 7" O.C. WITH 6D CEMENT COATED NAILS, 1-7/8" LONG WITH 1/4" DIAMETER HEAD.
<br />NOTE: RE: STRUCT. DRAWINGS FOR REQUIRED STUD SIZE, SPACING, SHEATHING, AND NAILING
<br />PATTERNS.
<br />WEATHER RESISTIVE BARRIER
<br />2
<br />3 45
<br />1 ON MORTAR BED ON LATH
<br />ONE LAYER 5/8" GYPSUM WALL BOARD EACH SIDE
<br />2X4 WOOD STUD, RE: STRUCTURAL FOR WALL LOCATIONS
<br />A
<br />B
<br />2X6 WOOD STUD, RE: STRUCTURAL FOR WALL LOCATIONS
<br />ONE LAYER 5/8" GYPSUM WALL BOARD EACH SIDE
<br />AT ALL WET WALLS PROVIDE WATER RESISTANT
<br />GYPSUM BOARD
<br />UNFACED GLASS-FIBER BATT ACOUSTIC INSULATION; FIT
<br />SNUGLY IN GAPS AND FASTEN SECURELY TO HORIZONTAL
<br />BRACING, R-19 AT 2X6 WALLS, R-15 AT 2X4 WALLS
<br />(2) LAYERS WEATHER RESISTANT BARRIER ON
<br />EXTERIOR GRADE SHEATHING, LAP INTO WEEP
<br />SCREED
<br />P.T. WOOD SILL INSTALLED OVER CONTINUOUS BEAD OF
<br />SEALANT ALONG EXTERIOR EDGE OF CONCRETE AT SLAB
<br />ON GRADE INSTALLATIONS
<br />STUCCO SYSTEM ON LATH. INSTALL PER MFR.
<br />RECOMMENDATIONS
<br />GRADE WHERE OCCURS
<br />WEEP SCREED W/ 3-1/2" MIN. VERTICAL LEG
<br />EDGE OF FOUNDATION
<br />SELF ADHERED FLASHING, EXTEND UP WALL 12" MIN.
<br />CONTINUOUS SILL SEALER LOCATED
<br />TOWARD OUTER EDGE
<br />8"
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<br />SELF ADHERED WATERPROOF WRB SYSTEMS
<br />TAPE
<br />THIS DETAIL DESCRIBES TYPICAL GENERAL ASSEMBLY COMPONENTS AND INSTALLATION
<br />PROCEDURE. REFER TO ACTUAL CONDITIONS AND KEYED DETAILS FOR DIMENSIONS,
<br />CONFIGURATIONS AND OTHER SPECIFICS OF THE WORK.
<br />EXTERIOR STUCCO ASSEMBLY. INSTALL
<br />PER MANUFACTURERS
<br />RECOMMENDATIONS
<br />GALVANIZED ZINC ALLOY WIRE
<br />CORNER REINFORCEMENT RIGHT
<br />ANGLE
<br />12" SELF ADHERED FLASHING,
<br />WRAP 6" MIN. AT CORNERS
<br />(2) LAYERS WEATHER RESISTANT
<br />BARRIER ON EXTERIOR GRADE
<br />SHEATHING
<br />WALL TYPE PER PLANS AND
<br />SECTIONS
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<br />THIS DETAIL DESCRIBES TYPICAL GENERAL ASSEMBLY COMPONENTS AND INSTALLATION
<br />PROCEDURE. REFER TO ACTUAL CONDITIONS AND KEYED DETAILS FOR DIMENSIONS,
<br />CONFIGURATIONS AND OTHER SPECIFICS OF THE WORK.
<br />EXTERIOR STUCCO ASSEMBLY. INSTALL PER
<br />MANUFACTURERS RECOMMENDATIONS
<br />GALVANIZED/ZINC ALLOY WIRE CORNER
<br />REINFORCEMENT. RIGHT ANGLE
<br />OUTSIDE CORNER, PLAN VIEW
<br />PLASTER EDGE METAL TERMINATION CAULK
<br />SEAL BLDG. PAPER EDGE INTO CHANNEL
<br />SEALANT AND BACKER ROD - TO BE
<br />RESILIENT AND COMPATIBLE WITH THE
<br />MATERIALS BEING JOINED
<br />DISSIMILAR BUILDING MATERIAL OR BUILDING
<br />COMPONENT ADHERED TO SUBSTRATE OVER
<br />BITUTHENE SHINGLED INTO WRB.
<br />FRAMING /
<br />SUBSTRATE
<br />INSIDE CORNER, PLAN VIEW
<br />JOINT AT DISSIMILAR MATERIAL
<br />3/
<br />8
<br />"
<br />WALL PER PLAN
<br />SOFFIT FRAMING
<br />(1) LAYER OF 5/8" GYP. BD.
<br />2-1/2" LIGHT GAUGE METAL FRAMING
<br />CONTINUE GYPSUM BOARD BEHIND
<br />SOFFIT
<br />CEILING ASSEMBLY
<br />DUCT OR PIPES
<br />ATTIC SPACE
<br />PIPE DIA. VARIES
<br />22 GA. GALV. MTL. COUNTER
<br />FLASHING WEATHERBOARD W/ METAL
<br />FLANGE & RUBBER GASKET, LAP W/
<br />ROOF SHINGLES.
<br />ASPHALT COMPOSITION SHINGLE OVER
<br />PIPE FLASHING
<br />LAP SHINGLE UNDER FLASHING
<br />GALV. METAL
<br />BASE FLASHING
<br />AT VENT
<br />ROOF FRAMING & SHEATHING,
<br />RE: STRUCT.
<br />NOTE:
<br />A 1/4" GAP TO BE PROVIDED BETWEEN EDGE OF SHINGLE AND RAISED PORTION OF PIPE FLASHING.
<br />RE
<br />:
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<br />ASPHALT SHINGLES
<br />INSTALL PER MFR. RECOMMENDATIONS
<br />WEATHER RESISTANT BARRIER ON EXTERIOR
<br />GRADE SHEATHING
<br />EXTERIOR MATERIALS VARY, RE:
<br />ELEVATIONS
<br />FIBER CEMENT SOFFIT BD.
<br />PREFINISHED METAL
<br />RAKE FLASHING
<br />ICE AND WATER SHIELD,
<br />EXTEND PAST PLANE OF WALL
<br />PER LOCAL BUILDING CODES
<br />TOP LAYER OF ROOFING
<br />UNDERLAYMENT
<br />1" FIBER CEMENT
<br />BOARD FASCIA,
<br />PAINTED
<br />(2) LAYERS WEATHER RESISTANT BARRIER ON
<br />EXTERIOR GRADE SHEATHING, LAP INTO WEEP
<br />SCREED
<br />P.T. WOOD SILL INSTALLED OVER CONTINUOUS BEAD OF
<br />SEALANT ALONG EXTERIOR EDGE OF CONCRETE AT SLAB
<br />ON GRADE INSTALLATIONS
<br />STUCCO SYSTEM ON LATH. INSTALL PER MFR.
<br />RECOMMENDATIONS
<br />GRADE WHERE OCCURS
<br />WEEP SCREED W/ 3-1/2" MIN. VERTICAL LEG
<br />EDGE OF FOUNDATION
<br />SELF ADHERED FLASHING, EXTEND UP WALL 12" MIN.
<br />CONTINUOUS SILL SEALER LOCATED
<br />TOWARD OUTER EDGE
<br />8"
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<br />6"
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<br />SELF ADHERED WATERPROOF WRB SYSTEMS
<br />TAPE
<br />6" = 1'-0"5HORIZ. JNT. @ CEM. PLASTER
<br />6" = 1'-0"6HORIZ. JNT. WEEP @CEM. PLASTER2" = 1'9WOOD -1-HR WALL -STUCCO -EXTERIOR
<br />2" = 1'8WOOD NON-RATED -INTERIOR PARTITION
<br />3" = 1'-0"3WOOD -STUCCO -WALL TO CONCRETE AT FOUNDATION
<br />3" = 1'-0"1WOOD -STUCCO -OUTSIDE CORNER TYP.
<br />3" = 1'-0"2WOOD -STUCCO -ASSEMBLY
<br />1 1/2" = 1'-0"4DUCT IN SOFFIT DETAIL1 1/2" = 1'-0"7WOOD -ASPHALT SHINGLE -VENT THROUGH ROOF
<br />3" = 1'-0"11WOOD -ASPHALT SHINGLE -RAKE
<br />3" = 1'-0"12WOOD -STUCCO -WALL AT GARAGE NO INSULATION
<br />101-HR FIRE RESISTANT EAVE PROJECTION
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<br />DETACHED ADU:
<br />2 BEDROOMS,
<br />2 BATHROOMS,
<br />LIVING, KITCHEN,
<br />DINING, AND
<br />LAUNDRY
<br /> 01/09/2024 PLANNING REVIEW
<br />LOAN PHAM
<br />17021 BOLERO LN
<br />HUNTINGTON BEACH, CA 92649
<br />PHONE: 714-614-6344
<br />EMAIL: LOANPHAM8888@YAHOO.COM
<br />KHANH DAO
<br />10448 SALINAS RIVER CIR
<br />FOUNTAIN VALLEY, CA 92708
<br />PHONE: (714) 390-5154
<br />PROJECT CONTACT
<br />OWNERSHIP
<br />IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING
<br />CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING
<br />OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS
<br />AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY
<br />KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF
<br />CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
<br />INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS
<br />SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO
<br />THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE
<br />OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN
<br />CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
<br />DESCRIPTIONDATEDELTA
<br />A.07
<br />WALL AND ROOF
<br />DETAILS
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<br />DETACHED ADU:
<br />2 BEDROOMS,
<br />2 BATHROOMS,
<br />LIVING, KITCHEN,
<br />DINING, AND
<br />LAUNDRY
<br /> 01/09/2024 PLANNING REVIEW
<br />LOAN PHAM
<br />17021 BOLERO LN
<br />HUNTINGTON BEACH, CA 92649
<br />PHONE: 714-614-6344
<br />EMAIL: LOANPHAM8888@YAHOO.COM
<br />KHANH DAO
<br />10448 SALINAS RIVER CIR
<br />FOUNTAIN VALLEY, CA 92708
<br />PHONE: (714) 390-5154
<br />PROJECT CONTACT
<br />OWNERSHIP
<br />IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING
<br />CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING
<br />OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS
<br />AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY
<br />KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF
<br />CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL
<br />INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS
<br />SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO
<br />THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE
<br />OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN
<br />CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED.
<br />DESCRIPTIONDATEDELTA
<br />A.07
<br />WALL AND ROOF
<br />DETAILS
<br />2217 W Civic Center Dr
<br />Unit# 29/9/2024
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