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901 E Myrtle St Unit# 2 - Plan
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901 E Myrtle St Unit# 2 - Plan
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6/6/2025 1:22:39 PM
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6/6/2025 1:22:10 PM
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Permit Number
101118160
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901 E Myrtle St Unit# 2
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SEE PLAN <br />ROOFING (SEE PLAN) OVER 2 LAYERS 30# <br />BUILDING PAPER OVER ROOF SHEATHING <br />OVER RADIANT BARRIER OVER ROOF FRAMING <br />2X BLK'G <br />GUTTER <br />WHERE <br />OCCURS <br />1x4 OVER 2x6 FASCIA <br />1X4 ''V'' GROOVE T+G SOFFIT <br />OVER 5/8'' TYPE 'X' GYP. BD WHEN <br />LESS THAN 5'-0" TO PROPERTY LINE <br />SEALANT <br />EXT . MATERIAL OVER <br />HOUSEWRAP <br />COPPER FLASHING <br />1/2" GYP. SEE <br />FINISH SCHEDULE <br />1/2" GYP. WHERE SLOPE <br />CEILING OCCURS. <br />STUCCO SYSTERM ON LATH, INSTALL <br />PER MFR, MATCH TO EXISTING <br />HOUSE. <br />ROOFING (SEE PLAN) OVER 2 LAYERS <br />30# BUILDING PAPER OVER ROOF <br />SHEATHING OVER RADIANT BARRIER <br />OVER ROOF FRAMING <br />ROOFING <br />2x FLAT OUTRIGGER <br />@24" O.C. <br />ROOF FRAMINGDRIP EDGE FLASHING <br />ROOF FASCIA <br />1/2" GYP. SEE SCHEDULE <br />1X4 ''V'' GROOVE T+G SOFFIT <br />OVER 5/8'' TYPE 'X' GYP. BD WHEN <br />LESS THAN 5'-0" TO PROPERTY LINE <br />SEALANT <br />EXT . MATERIAL OVER <br />HOUSEWRAP <br />STUCCO SYSTERM ON LATH, INSTALL PER <br />MFR, MATCH TO EXISTING HOUSE. <br />2" X 4" WOOD STUDS AT 16" WITH DOUBLE TOP PLATES, SINGLE BOTTOM PLATE; <br />INTERIOR AND EXTERIOR <br />SIDES COVERED WITH TYPE X GYPSUM WALLBOARD AND SHEATHING, <br />RESPECTIVELY, 4' WIDE, APPLIED HORIZONTALLY OR VERTICALLY WITH VERTICAL <br />JOINTS OVER STUDS, AND FASTENED WITH 2 1/4" TYPE S DRYWALL SCREWS, <br />SPACED 12" ON CENTER. CAVITY TO BE FILLED WITH 3 1/2" " MINERAL WOOL <br />INSULATION. PER CBC TABLE 721.1(2) ITEM 15-1.15 <br />7/8" 3-COATS STUCCO OVER <br />METAL LATH/WALL SIDING <br />WHERE OCCUR. <br />2 LAYERS OF GRADE "D" <br />BUILDING PAPER <br />(VAPOR BARRIER) <br />PLYWOOD SHEATHING (PER <br />STRUCTURAL DESIGN) MIN. <br />MIN. 3/8" CDX PLYWOOD <br />2X4 FRAMING <br />INSULATION PER T-24 <br />1 LAYER OF 5/8" TYPE <br />"X" GYPSUM BOARD <br />CAUKLING <br />ROOF RAFTER 2x FULL HEIGH FIRE BLOCK <br />NO VENT HOLE ALLOWED <br />SOLID FASCIA <br />SLOPE 5% MIN. AT N.G <br />SLOPE 2% MIN. AT PAVED <br />CBC TABLE 721.1(2) ITEM 15-1.15 <br />1/2" GYP. <br />VAULTED CEILING <br />WHERE OCCUR <br />5/8" TYPE "X" GYP. SHEATHING <br />FOR OVERHANGE <br />DETAIL 05 SEE AD.20 <br />ROOFING (SEE PLAN) OVER 2 LAYERS 30# BUILDING <br />PAPER OVER ROOF SHEATHING OVER RADIANT <br />BARRIER OVER ROOF FRAMING <br />1/2" GUPSUM WALLBOARD OR SHEATHING APPLIED VERTICALLY <br />OR HORIZONTALLY NAILED WITH 6D COOLER OR WALLBOARD <br />NAILS AT 7" O.C. WITH END JOINTS ON NAILING MEMBERS. <br />STAGGER JONTS EACH SIDE. <br />U OCC. <br />GARAGEEXTERIOR <br />MINIMUM 2X4 WOOD STUDS AT 16" O.C MAXIMUM <br />5/8" GUPSUM SHEATHING (EXTERIOR EXPOSURE) NAILED WITH I <br />3/4" BY NO.II GAUGE BY 7/16" HEAD GALVANIZED NAILS AT 8" <br />O.C. FINISH MATERIALS NAILE WITH MINIMUM 7D GALVANIZED <br />SMOOTH BOX NAILS (VERIFY WITH MATERIAL MAUFACTURER) <br />OVER BUILDING PAPER <br />ALL NON-FIRE RATED FINISH MATERIALS <br />WALLS THAT SUPPORT THE STRUCTURE OF OCCUPANCY ABOVE <br />REQ'D FIRE BARRIER CRC SEC. R302.6 <br />MINIMUM 2X4 WOOD STUDS AT 16" O.C MAIMUM <br />7/8" EXTERIOR CEMRNT PLASTER (MEASURES FROM THE <br />FACE OF STUDS) ON THE EXTERIOR SURFACE PLASTER <br />MIX 1:4 FOR SCRATCH COAT AND 1:5 FOR BROWN COAT, <br />BY VOLUME, CEMENT TO SAND. OVER METAL LATH OVER <br />BUILDING PAPER <br />1/2" GUPSUM WALLBOARD APPLIED VERTICALLY OR <br />HORIZONTALLY NAILED WITH 6D COOLER OR <br />WALLBOARD NAILS AT 7" O.C WITH END JONTS ON <br />NAILING MEMBERS. STAGGER JOINTS EACH SIDE. <br />U OCC. <br />GARAGEEXTERIOR <br />2X FRAMING <br />BATT INSULATION <br />1 LAYER OF 5/8" TYPE "X" <br />GYPSUM BOARD EXTEND <br />FROM FOUNDATION TO THE <br />ROOF SHEATING <br />1/2" GYP. CEILING 1/2" GYP. CEILING TYP. <br />1/2" GYPSUM BOARD <br />ROOF PLYWOOD <br />SHEATHING PER STRUCT. <br />CONCRETE FOUNDATION/SLAB <br />PER STRUCT. <br />GARAGE <br />U-OCC. <br />HOUSE <br />R3-OCC. <br />1 <br />2% SLOPE <br />FLOOR FINISH, SEE <br />SCHEDULE <br />SEE STRUCT. DWGS FOR <br />SLAB UNDER LAYER <br />PRESSURE TREATED <br />WOOD PLATE SEAL TO <br />CONCRETE W/ CONT. <br />BEAD OF SEALANT <br />1 LAYER OF TYPE "X" GYP. <br />FROM FOUNDATION TO THE <br />UNDER SIDE OF FLOOR/ROOF <br />SHEATHING, SEE FINISH <br />SCHEDULE <br />1/2" GYP. SEE <br />FINISH SCHEDULE <br />2x STUD WALL, SEE STRUCT. <br />INSULATION PER T-24 <br />GARAGE SLAB <br />1/2 " MIN. GYPSUM WALLBOARD APPLIED <br />VERTICALLY OR HORIZONTALT NAILED <br />WITH 6D COOLER OR WALLBOARD NAILS AT <br />7" O.C WITH END JOINTS ON NAILING <br />MEMBERS. STAGGER JOINTS EACH SIDE.MINIMUM 2X4 WOOD STUDS AT <br />24" O.C MAIMUM <br />MINERAL / GLASS FIBER BATT <br />INSULATION <br />NON-RATED FINISH <br />MATERIAL <br />NON-RATED PENNETRATION <br />ALLOWED ON THIS SIDE <br />U OCC. <br />GARAGE <br />R-3 OCC <br />DWELLING <br />REQ'D FIRE BARRIER CRC SEC. R302.6 <br />1/2" GUPSUM WALLBOARD APPLIED <br />VERTICALLY OR HORIZONTALLY <br />NAILED WITH 6D COOLER OR <br />WALLBOARD NAILS AT 7" O.C WITH <br />END JONTS ON NAILING MEMBERS. <br />STAGGER JOINTS EACH SIDE. <br />U OCC. <br />GARAGE <br />U OCC. <br />GARAGE <br />SUPPORT POST LESS <br />THAN 8X8 (NOMINAL)22-GA STEEL JACKET AROUND <br />COLUMN OR CORNER <br />GUARDS FOR IMPACT PROTECTION <br />NOT LESS THAN 5FT ABOVE F.F <br />< 8X8(NORMINAL) <br />REQ'D FIRE BARRIER CRC SEC. R302.6 <br />POSTS THAT SUPPORT <br />THE STRUCTURE OF <br />OCCUPANCY ABOVE <br />IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO <br />NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY <br />PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A <br />SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND <br />METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL <br />INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE <br />RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS <br />BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR <br />ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. <br />DESCRIPTIONDATEDELTA <br />NEW DETACHED ADU 2 <br />BEDS, 2BATHS, <br />LIVING , KITCHEN, <br />DINING , GARAGE-1 <br />CAR <br />PROJECT CONTACT <br />OWNERSHIP <br />KHANH DAO <br />10448 SALINAS RIVER CIR <br />FOUNTAIN VALLEY, CA 92708 <br />PHONE: (714) 390-5154 <br />28/11/2023 PLANNING CORRECTIONS <br />LOAN PHAM <br />17021 BOLERO LN <br />HUNTINGTON BEACH, CA 92649 <br />PHONE: 714-614-6344 <br />EMAIL: <br />LOANPHAM8888@YAHOO.COM <br />1 02/22/2024 1ST PLAN CHECK <br />AD.20 <br />ARCHITECTURAL <br />DETAILS <br />(N <br />) <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 />, <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br />90 <br />1 <br /> <br />E <br /> <br />M <br />Y <br />R <br />T <br />L <br />E <br /> <br />S <br />T <br />, <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 />1 <br />(E <br />) <br /> <br />S <br />I <br />N <br />G <br />L <br />E <br /> <br />F <br />A <br />M <br />I <br />L <br />Y <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />90 <br />1 <br /> <br />E <br /> <br />M <br />Y <br />R <br />T <br />L <br />E <br /> <br />S <br />T <br />, <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 />1 <br />N/A 5EAVE DETAIL <br />N/A 1ROOF GABLE OVERHANG <br />N/A 21HR EXT. WALL AND ROOF OVERHANG <br />N/A 4SUPPORT WALL <br />N/A 61HR FIRE WALL HOUSE/GARAGE N/A 3HOUSE TO GARAGE. <br />N/A 7GARAGE TO DWELLING <br />N/A 8ISOLATED POST <br />901 E Myrtle St Unit# 2 - <br />1011181606/27/2024
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