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8' <br />- <br />1 <br />" <br />8' <br />- <br />1 <br />" <br />F.FL. <br />T.O.PL. <br />T.O.PL. <br />F.FL. <br />3' <br />- <br />6 <br />" <br />BEDROOM <br />BATHKITCHENDINING <br />6' <br />- <br />8 <br />" <br />HEADER HT. <br />4 <br />AD-02 <br />TYPICAL EXTERIOR WALL <br />SYSTEM: R-15 <br />2X4 OR 2X6 STUDS AT 16" <br />O.C. (PER PLAN) WITH 1/2" <br />DRYWALL OVER. <br />4CONCRETE SLAB AND FOUNDATION, <br />SEE STRUCTURAL DRAWINGS <br />3 <br />12 <br />TYPICAL ROOF SYSTEM: <br />ROOF TILE PER ROOF PLANS. <br />INSTALLATION OVER TYPE 30 FELT <br />UNDERLAYMENT OVER 15/32" <br />O.S.B. W/ RADIANT BARRIER <br />ATTACHED TO UNDERSIDE OVER <br />ENGINEERED ROOF TRUSSES. <br />R-30 INSULATION <br />19 <br />' <br />- <br />8 <br /> <br />3 <br />/ <br />4 <br />" <br />BUILDING HEIGHT <br />6 <br />8' <br />- <br />1 <br />" <br />9' <br />- <br />0 <br />" <br />F.FL. <br />T.O.PL. <br />T.O.PL. <br />F.FL. <br />1 <br />AD-02 <br />8' <br />- <br />1 <br />" <br />T.O.C. <br />T.O.PL. <br />KITCHEN LIVING <br />BEDROOM <br />5 GARAGE <br />R-15 <br />R-30 INSULATION <br />SECTION KEYNOTES <br />ROOFING - ASHPHALT SHINGLE <br />ROOF FRAMING BY OTHERS - REFER TO STRUCTURAL <br />DRAWINGS. <br />FLOOR FRAMING BY OTHERS - REFER TO STRUCTURAL <br />DRAWINGS. <br />CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL <br />DRAWINGS. <br />SEPARATION PER CBC 406.3.4, ITEM 1: THE PRIVATE GARAGE <br />SHALL BE SEPARATED FROM THE DWELLING UNIT AND ITS <br />ATTIC AREA BY A MEANS OF A MINIMUM 1/2" GYP. BD. APPLIED <br />TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS <br />SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY <br />NOT LESS THAN 5/8" TYPE 'X' GYP. BD. OR EQUIVALENT. <br />GUARDRAIL - MIN. +42" MIN. ABOVE ADJACENT WALKING <br />SURFACE. <br />GENERAL SECTION NOTES <br />1.STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS <br />ARE DIAGRAMATIC IN NATURE AND SHOULD NOT BE RELIED <br />UPON AS AN ACTUAL REPRESENTATION OF STRUCTURAL <br />MEMBERS. REFER TO STRUCTURAL DRAWINGS FOR SPECIFIC <br />LOCATIONS AND SIZES OF STRUCTURAL MEMBERS. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />BUILDING SECTION <br />A1-04SCALE : =BUILDING SECTION 1/4"11'-0" <br />Client <br />Project No:24-0501 <br />PHONE NO. <br />NAOMI GRANGE <br />2411 POINSETTIA ST. <br />SANTA ANA, CA 92706 <br />714-931-6089 <br />JWAIM DESIGN <br />714-494-6810 <br />jwaimdesign@gmail.com <br />CCOPYRIGHT <br />It is the clients responsibility prior to or during construction to notify the architect in writing <br />of any perceived errors or omissions in the plans and specifications of which a contractor <br />thoroughly knowledgeable with the building codes and methods of construction should <br />reasonably be aware. Written instructions addressing such perceived errors or omissions <br />shall be received from the architect prior to the client or clients subcontractors proceeding <br />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />24 <br />1 <br />3 <br /> <br />N <br />. <br /> <br />P <br />O <br />I <br />N <br />S <br />E <br />T <br />T <br />I <br />A <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 />6 <br />No.Date Description <br />SCALE : =BUILDING SECTION 1/4"21'-0" <br />1 <br />1 <br />1 02-04-2025 PLAN CHECK CORR.