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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 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" <br /> <br />M <br />I <br />N <br />. <br />6" <br /> <br />M <br />I <br />N <br />. <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 <br />FR <br />A <br />M <br />I <br />N <br />G <br /> <br />/ <br /> <br />S <br />U <br />B <br />S <br />T <br />R <br />A <br />T <br />E <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 />: <br /> <br />M <br />E <br />C <br />H <br />. <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" <br /> <br />M <br />I <br />N <br />. <br />6" <br /> <br />M <br />I <br />N <br />. <br />SELF ADHERED WATERPROOF WRB SYSTEMS <br />TAPE <br />SEE PLAN <br />ROOFING (SEE PLAN) OVER 2 LAYERS 30# <br />BUILDING PAPER OVER ROOF SHEATHING OVER <br />RADIANT BARRIER OVER ROOF FRAMING <br />2X BLK'G <br />GUTTER <br />WHERE OCCURS <br />1x4 OVER 2x6 FASCIA <br />1X4 ''V'' GROOVE T+G SOFFIT <br />OVER 5/8'' TYPE 'X' GYP. BD <br />SEALANT <br />STUCCO SYSTEM ON LATH <br />COPPER FLASHING <br />1/2" GYP. SEE FINISH <br />SCHEDULE <br />1/2" GYP. WHERE SLOPE <br />CEILING OCCURS. <br />2 -2x FULL HEIGH FIRE BLOCK <br />NO VENT HOLE ALLOWED <br />VAPOR BARRIER CLASS I <br />7/8" 3-COATS STUCCO/ OVER <br />METAL LATH <br />2 LAYERS OF GRADE "D" <br />BUILDING PAPER <br />(VAPOR BARRIER) <br />PLYWOOD SHEATHING (PER <br />STRUCTURAL DESIGN) MIN. MIN. <br />3/8" CDX PLYWOOD <br />2X FRAMING <br />INSULATION PER T-24 <br />1/2" GYPSUM BOARD <br />INTERIOR FINISH PER <br />SCHEDULE <br />EXTERIOR INTERIOR <br />1/2" GYPSUM BOARD <br />INTERIOR FINISH PER <br />SCHEDULE <br />INTERIOR INTERIOR <br />SLAB AND UNDER LAYER SEE <br />STRUCT. DWGS <br />INTERIOR FINISH, SEE <br />SCHEDULE <br />INTERIOR FINISH, <br />SEE SCHEDULE <br />2x STUD WALL <br />FLOOR FINISH, SEE <br />SCHEDULE <br />6" = 1'-0"5HORIZ. JNT. @ CEM. PLASTER <br />6" = 1'-0"6HORIZ. JNT. WEEP @CEM. PLASTER 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"12WOOD -ASPHALT SHINGLE -RAKE <br />3" = 1'-0"13WOOD -STUCCO -WALL AT GARAGE NO INSULATION <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 />CONSTRUCTION DOCUMENTS <br />TECHNOLOGIST <br />TAM VO, CDT, LEED AP <br />SIGNATURE <br />DATE: 04/16/2024 <br />A.07 <br />WALL AND ROOF <br />DETAILS <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />23 <br />3 <br />1 <br /> <br />N <br /> <br />B <br />E <br />N <br />T <br />O <br />N <br /> <br />W <br />A <br />Y <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br /> <br />M <br />A <br />I <br />N <br /> <br />H <br />O <br />U <br />S <br />E <br />23 <br />3 <br />1 <br /> <br />N <br /> <br />B <br />E <br />N <br />T <br />O <br />N <br /> <br />W <br />A <br />Y <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />DETACHED ADU: <br />2 BEDROOMS, <br />2 BATHROOMS, <br />LIVING, KITCHEN, <br />DINING, AND <br />LAUNDRY <br /> 12/16/2023 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 />1 03/28/2024 1ST CORRECTIONS <br />1 1/2" = 1'-0"111HR FIRE RATED EAVE DETAIL <br />1 <br />1 <br />1" = 1'-0"10EXTERIOR WALL <br />1" = 1'-0"9INTERIOR WALL <br />1" = 1'-0"8NON-BEARING WALL <br />1 <br />2331 N Benton Way Unit# 2 - <br />101118534 <br />6/4/2024