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2% <br /> <br />S <br />L <br />O <br />P <br />E <br />21'-0" <br />20 <br />' <br />- <br />0 <br />" <br />3'-0" <br />1'-0"8'-0"1'-0"8'-0"3'-0" <br />2" <br />(N)8070 GARAGE DOOR <br />(R)GARAGE <br />(N)8070 GARAGE DOOR <br />(N)3068 DR 6" <br />VARIESVARIES <br />LINE OF (N)GARAGE CURB TYP. <br />8' <br />- <br />0 <br />" <br />WP <br />WP WP <br />P/M <br />P/ <br />M <br />P <br />P <br />CLG. FOR GARAGE DOOR OPENER <br />WP <br />NONCONFORMING GARAGE <br />1 HR FIRE RATED WALL <br />OPEN FRAME (NO GYPSUM BD. CLG.) <br />HIP <br />HIP <br />4:12 <br />4:12 <br />DSDS <br />DS <br />1' <br />- <br />0 <br />" <br />1'-0"TIGHT <br />1-HR RATED EAVE <br />HIP <br />HIP <br />RIDGE <br />T.O.P. <br />F.G. <br />T.O.C. <br />8' <br />- <br />0 <br />" <br />T.O.P. <br />F.G. <br />T.O.C. <br />8' <br />- <br />0 <br />" <br />T.O.P. <br />F.G. <br />T.O.C. <br />8' <br />- <br />0 <br />" <br />T.O.P. <br />F.G. <br />T.O.C. <br />8' <br />- <br />0 <br />" <br />12 <br />' <br />- <br />4 <br /> <br />1 <br />/ <br />2 <br />" <br />T.O.P. <br />F.G. <br />T.O.C. <br />GARAGE 8' <br />- <br />0 <br />" <br />(E)SLAB TO REMAIN <br />(N)GARAGE CONCRETE <br />CURB WITH FOUNDATION <br />PER STRUCT. PLANS TYP. <br />T.O.P. <br />F.G. <br />T.O.C. <br />8' <br />- <br />0 <br />" <br />GARAGE <br />(E)SLAB TO REMAIN <br />(N)GARAGE CONCRETE <br />CURB WITH FOUNDATION <br />PER STRUCT. PLANS TYP. <br />SHEET NO. <br />DATE <br />JOB # <br />03/06/26 <br />FL <br />O <br />W <br />E <br />R <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />83 <br />4 <br /> <br />S <br />. <br /> <br />F <br />l <br />o <br />w <br />e <br />r <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 /> <br />9 <br />2 <br />7 <br />0 <br />3 <br />JA <br />A <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />S <br />T <br />U <br />D <br />I <br />O <br />25 <br />1 <br />5 <br /> <br />W <br />. <br /> <br />W <br />i <br />n <br />s <br />t <br />o <br />n <br /> <br />R <br />d <br /> <br />4 <br />An <br />a <br />h <br />e <br />i <br />m <br />, <br />C <br />a <br /> <br />9 <br />2 <br />8 <br />0 <br />4 <br />T <br />7 <br />1 <br />4 <br />. <br />4 <br />0 <br />4 <br />. <br />5 <br />1 <br />4 <br />2 <br />ay <br />a <br />l <br />a <br />. <br />j <br />u <br />a <br />n <br />. <br />a <br />n <br />t <br />o <br />n <br />i <br />o <br />@ <br />g <br />m <br />a <br />i <br />l <br />. <br />c <br />o <br />m <br />JAA <br />DS <br />WR <br />I <br />T <br />T <br />E <br />N <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />T <br />A <br />K <br />E <br /> <br />P <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />O <br />V <br />E <br />R <br /> <br />S <br />C <br />A <br />L <br />E <br />D <br /> <br />D <br />I <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />A <br />N <br />D <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br /> <br />V <br />E <br />R <br />I <br />F <br />I <br />E <br />D <br /> <br />O <br />N <br /> <br />T <br />H <br />E <br /> <br />J <br />O <br />B <br /> <br />S <br />I <br />T <br />E <br />. <br /> <br />A <br />N <br />Y <br /> <br />D <br />I <br />S <br />C <br />R <br />E <br />P <br />A <br />N <br />C <br />Y <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br /> <br />B <br />R <br />O <br />U <br />G <br />H <br />T <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br /> <br />N <br />O <br />T <br />I <br />C <br />E <br /> <br />O <br />F <br /> <br />T <br />H <br />E <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />E <br />R <br /> <br />A <br />N <br />D <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br /> <br />P <br />R <br />I <br />O <br />R <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br /> <br />C <br />O <br />M <br />M <br />E <br />N <br />C <br />E <br />M <br />E <br />N <br />T <br /> <br />O <br />F <br /> <br />A <br />N <br />Y <br /> <br />W <br />O <br />R <br />K <br />. <br />25015-Flower Residence <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 AND/OR DESIGNER. Copyright © 2025, JAA DESIGN SERVICES. ALL RIGHTS RESERVED. <br />Fi <br />l <br />e <br />n <br />a <br />m <br />e <br />: <br /> <br />C: <br />\ <br />_ <br />P <br />\ <br />2 <br />5 <br />0 <br />1 <br />5 <br />- <br />J <br />A <br />A <br />- <br />0 <br />1 <br />5 <br /> <br />F <br />L <br />O <br />W <br />E <br />R <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br /> <br />- <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />\ <br />0 <br />1 <br />- <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />u <br />r <br />a <br />l <br /> <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s <br />\ <br />F <br />l <br />o <br />w <br />e <br />r <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />c <br />e <br /> <br />S <br />e <br />t <br />. <br />d <br />w <br />g <br /> <br /> <br />O <br />n <br />: <br /> <br />Ap <br />r <br />i <br />l <br /> <br />1 <br />7 <br />, <br /> <br />2 <br />0 <br />2 <br />6 <br />REVISION LOG <br />DELTA NO.DATE <br />07/17/25City Submittal <br />03/06/26City Corr. Subm.1 <br />All Drawings, Specifications and copies thereof furnished by JAA <br />DESIGN STUDIO are and shall remain it's property. They are to be used <br />only with respect to this project. Federal law prohibits the reproduction, <br />display, sale, or other disposition of this document without the express <br />written consent of JAA DESIGN STUDIO . <br />OWNERSHIP AND USE OF DOCUMENTS <br />A2.0 <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br />GA <br />R <br />A <br />G <br />E <br />FL <br />O <br />O <br />R <br /> <br />& <br /> <br />R <br />O <br />O <br />F <br /> <br />P <br />L <br />A <br />N <br />S <br />AN <br />D <br /> <br />E <br />L <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />S <br />2x4 NEW WALLS AT 16" O.C. MAX U.N.O. <br />EXISTING WALLS TO REMAIN <br />FLOOR PLAN LEGEND <br />A LANDING SHALL BE LEVEL W/ FLOOR 1.5" MAX. BELOW TOP OF <br />THRESHOLD FOR OUT SWING DOORS WITH MIN MIN 36" DEEP X WIDTH <br />OF DOOR LANDING <br />ELECTRICAL SYMBOLS <br />TYPICAL ROOF MATERIAL <br />5 <br />AD.1 <br />8 <br />- <br />2 <br />AD.1 <br />1 <br />AD.1 <br />10 <br />AD.1 <br />CEILING OUTLET FOR GARAGE DOOR <br />GFCI OUTLET <br />SWITCH <br />WALL MOUNTED HIGH EFFICACY LED LIGHT <br />WALL MOUNTED HIGH EFFICACY LED LIGHT <br />PHOTO CONTROLLED AND MOTION SENSORED <br />P/M <br />GFCI OUTLET-WEATHERPROOFWP <br />3 <br />- <br />6 <br />- <br />4 <br />- <br />5 <br />- <br />MATCH NEW ROOF FINISH WITH THE (E)MAIN DWELLING TYP. <br />SECTION NOTES <br />SECTIONS KEYNOTES <br />·SEE FRAMING PLANS FOR ALL STRUCTURAL NOTES AND DETAILS <br />·FLOOR TRUSS DRAWINGS AND CALCULATIONS MUST BE REVIEWED BY THE STRUCTURAL ENGINEER <br />AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION <br />·LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED <br />·ALL INCANDESCENT LIGHTING FIXTURES RECESSED INTO CEILINGS SHALL BE APPROVED FOR ZERO <br />CLEARANCE (I.C. RATED). <br />·PROVIDE FIRE BLOCKING IN WALLS AT 10'-0" HORIZONTAL AND VERTICAL. IN ADDITION PROVIDE <br />FIRE BLOCKING AT ALL PLACES WHERE VERTICAL WALL CAVITIES ARE ADJACENT TO CONTINUOUS <br />HORIZONTAL CAVITIES. <br />THE CONTENT OF THE ARCHITECTURAL SECTIONS ARE INTENDED ONLY TO CONVEY THE <br />GENERAL DESIGN CONFIGURATION AND SPATIAL RELATIONSHIPS OF THE BUILDING. SEE <br />STRUCTURAL ENGINEER'S DRAWINGS AND CALCULATIONS FOR ALL ACTUAL STRUCTURAL <br />ELEMENTS AND REQUIREMENTS <br />1.NEW ROOFING, SEE ROOF PLAN NOTES, INSTALL PER MANUFACTURERS <br />SPECIFICATIONS. <br />2.NEW ROOF FRAMING, SEE FRAMING PLANS FOR LAYOUT INFORMATION <br />3.EXISTING CONCRETE SLAB, REFER TO SLAB DIMENSION PLAN, AND <br />STRUCTURAL FOUNDATION PLAN FOR ADDITIONAL INFORMATION <br />4.NEW 2x4 STUDS PER STRUCTURAL PLANS <br />5.NEW 5/8" TYP "X" GYPSUM BOARD -TYPICAL AT 1-HR WALLS U.N.O. <br />6.NEW 7/8" STUCCO O/ 2-LAYERS GRADE "D" PAPER <br />7.OPEN FRAME (NO GYPSUM BD. CLG./WALLS) <br />1 <br />TIGHT EAVE <br />Scale: 1/4"=1'-0" <br />PROPOSED FLOOR PLAN1 <br />Scale: 1/4"=1'-0" <br />PROPOSED ROOF PLAN2 <br />Scale: 1/4"=1'-0" <br />PROPOSED ELEVATION (FRONT)3 <br />Scale: 1/4"=1'-0" <br />PROPOSED ELEVATION (RIGHT)4 <br />Scale: 1/4"=1'-0" <br />PROPOSED ELEVATION (REAR)5 <br />Scale: 1/4"=1'-0" <br />PROPOSED ELEVATION (LEFT)6 <br />Scale: 1/4"=1'-0" <br />PROPOSED SECTION7 <br />Scale: 1/4"=1'-0" <br />PROPOSED SECTION8 <br />7 <br />- <br />P <br />13 <br />AD.1 <br />12 <br />AD.1 <br />11 <br />AD.1 <br />3 <br />AD.1 <br />4 <br />AD.1 <br />15 <br />AD.1 <br />FIRE RATED EAVE <br />MATCH EXISTING 3 COAT STUCCO FINISH <br />WITH THE (E)MAIN DWELLING TYP. <br />GUTTERS: <br />DOWNSPOUTS: <br />GUTTERS SHALL BE GALV. STEEL 4" WIDE X 3" HIGH OGEE STYLE <br />PAINT TO MATCH ADJACENT SURFACE. GUTTERS SHALL BE <br />PROVIDED WITH A MEANS TO PREVENT THE ACCUMULATION OF <br />LEAVES AND DEBRIS IN THE GUTTER PER RESIDENTIAL CODE <br />R327.534 AND BUILDING CODE 705A.4 <br />DOWNSPOUTS WITH OVERFLOW, DOWNSPOUTS SHALL BE <br />GALV. STEEL - PAINT TO MATCH ADJACENT SURFACE <br />INSTALLATION:OVER TWO LAYERS OF TYPE 30 FELT UNDERLAYMENT INSTALL <br />PER MANUFACTURER'S SPECIFICATIONS AND PRINTED <br />INSTALLATION INSTRUCTIONS FOR ROOF COMPOSITE AT SLOPES <br />LESS THAN 4:12, INSTALL ROOFING OVER MODIFIED BITUMEN <br />ROOFING, OVER EXTERIOR GRADE ROOF SHEATHING <br />MATERIAL :SHINGLE ROOF FINISH MATERIAL, CLASS A ROOFING ASSEMBLY <br />OVER TYPE 30 FELT UNDERLAYMENT OVER 1/2" NOMINAL PLYWOOD <br />ROOF SHEATHING WITH EXT. GLUE PROVIDE FIRE RETARDANT ROOF <br />COVERING OF CLASS A MINIMUM. <br />NEW ROOF SHALL MATCH WITH EXISTING MAIN HOUSE ROOF <br />TYPE, COLOR AND MATERIAL, ASPHALT SHINGLES 35 YEARS <br />RATING AND IN ACCORDANCE WITH CRC R806. <br />USE CLASS "A" ASPHALT ROOF SHINGLES <br />MANUFACTURER : GAF <br />MODEL: ASPHALT SHINGLE TO MATCH EXISTING <br />UL ER21-01 <br />2 <br />5 <br />6 <br />3 <br />4 <br />1 <br />2 <br />7 <br />6 <br />3 <br />4 <br />PUSH BUTTON FOR GARAGE DOOR <br />MATCH EXISTING 3 COAT STUCCO FINISH WITH THE (E)MAIN DWELLING TYP. <br />VAPOR <br />BARRIER: <br />EXTERIOR <br />WALLS: <br />PROVIDE VAPOR BARRIER AROUND ALL WALL PENETRATIONS <br />INCLUDING DOORS, WINDOWS AND VENTS PER DETAILS. <br />PAINTED 3-COAT EXTERIOR PLASTER 7/8" THICK THREE-COAT <br />PORTLAND CEMENT PLASTER W/ SMOOTH FINISH OVER LATH <br />AND BUILDING PAPER (PROVIDE 2 LAYERS OF GRADE D <br />PAPER AT SHEER WALLS) <br />EXTERIOR WALL CONSTRUCTION ASSEMBLY WITH A MINIMUM <br />OF ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES <br />AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT <br />SHALL BE APPLIED OVER STUDS OF ALL EXTERIOR WALLS. <br />TWO LAYERS OF GRADE D OR 60 MINUTE GRADE D PAPER <br />SHALL BE APPLIED OVER WOOD BASE SHEATHING. <br />CLASS "A" TYPE ROOF, SEE ROOF MATERIAL <br />(N)DOWNSPOUTS (N)RAIN GUTTER <br />LIGHT <br />ELEVATIONS NOTES <br />MATCH EXISTING 3 COAT STUCCO FINISH WITH THE (E)MAIN DWELLING TYP. <br />MATCH EXISTING SHINGLE ROOF FINISH WITH THE (E)MAIN DWELLING TYP. <br />LIGHT <br />LIGHT <br />NO <br />R <br />T <br />H <br />MATCH GARAGE TO EXISTING RESIDENCE IN ROOF PITCH, MATERIAL, AND COLOR. <br />1-HR FIRE SEPARATION WALL <br />7 <br />7 <br />7 <br />1 <br />1 <br />1 <br />14 <br />AD.1 <br />1 <br />1 <br />1 <br />1 <br />1 1