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D-1 <br />PETERSON <br />SHEET <br />REV DATE DESCRIPTION <br />01/23/24A <br />THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT THE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT INC ANY DISCREPANCIES IN WRITING PRIOR TO THE COMMENCEMENT OF ANY WORK OR BE RESPONSIBLE FOR SAME. <br />TH <br />E <br />S <br />E <br /> <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />, <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />A <br />N <br />D <br /> <br />S <br />P <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />R <br />E <br /> <br />T <br />H <br />E <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />A <br />N <br />D <br /> <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br /> <br />O <br />F <br /> <br />P <br />L <br />A <br />N <br /> <br />A <br />N <br />D <br /> <br />P <br />E <br />R <br />M <br />I <br />T <br /> <br />I <br />N <br />C <br /> <br />A <br />N <br />D <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />N <br />O <br />T <br /> <br />B <br />E <br /> <br />U <br />S <br />E <br />D <br /> <br />I <br />N <br /> <br />C <br />O <br />N <br />N <br />E <br />C <br />T <br />I <br />O <br />N <br /> <br />W <br />I <br />T <br />H <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br /> <br />W <br />O <br />R <br />K <br /> <br />E <br />X <br />C <br />E <br />P <br />T <br /> <br />B <br />Y <br /> <br />A <br />G <br />R <br />E <br />E <br />M <br />E <br />N <br />T <br /> <br />W <br />I <br />T <br />H <br /> <br />P <br />L <br />A <br />N <br /> <br />A <br />N <br />D <br /> <br />P <br />E <br />R <br />M <br />I <br />T <br /> <br />I <br />N <br />C <br />. <br /> <br />B <br />Y <br /> <br />U <br />S <br />I <br />N <br />G <br /> <br />T <br />H <br />E <br />S <br />E <br /> <br />P <br />L <br />A <br />N <br />S <br />, <br /> <br />T <br />H <br />E <br /> <br />U <br />S <br />E <br />R <br /> <br />A <br />G <br />R <br />E <br />E <br />S <br /> <br />T <br />O <br /> <br />R <br />E <br />L <br />E <br />A <br />S <br />E <br /> <br />P <br />L <br />A <br />N <br /> <br />A <br />N <br />D <br /> <br />P <br />E <br />R <br />M <br />I <br />T <br /> <br />I <br />N <br />C <br /> <br />F <br />R <br />O <br />M <br /> <br />A <br />N <br />Y <br /> <br />A <br />N <br />D <br /> <br />A <br />L <br />L <br /> <br />C <br />L <br />A <br />I <br />M <br />S <br />, <br /> <br />L <br />I <br />A <br />B <br />I <br />L <br />I <br />T <br />I <br />E <br />S <br />, <br /> <br />S <br />U <br />I <br />T <br />S <br />, <br /> <br />A <br />N <br />D <br /> <br />D <br />E <br />M <br />A <br />N <br />D <br />S <br /> <br />O <br />N <br /> <br />A <br />C <br />C <br />O <br />U <br />N <br />T <br /> <br />O <br />F <br /> <br />A <br />N <br />Y <br /> <br />I <br />N <br />J <br />U <br />R <br />Y <br />, <br /> <br />D <br />A <br />M <br />A <br />G <br />E <br /> <br />O <br />R <br /> <br />L <br />O <br />S <br />S <br /> <br />O <br />R <br /> <br />P <br />E <br />R <br />S <br />O <br />N <br />S <br /> <br />O <br />R <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br />, <br /> <br />I <br />N <br />C <br />L <br />U <br />D <br />I <br />N <br />G <br /> <br />I <br />N <br />J <br />U <br />R <br />Y <br /> <br />O <br />R <br /> <br />D <br />E <br />A <br />T <br />H <br />, <br /> <br />O <br />R <br /> <br />E <br />C <br />O <br />N <br />O <br />M <br />I <br />C <br /> <br />L <br />O <br />S <br />S <br />E <br />S <br />, <br /> <br />A <br />R <br />I <br />S <br />I <br />N <br />G <br /> <br />O <br />U <br />T <br /> <br />O <br />F <br /> <br />T <br />H <br />E <br /> <br />U <br />S <br />E <br /> <br />O <br />F <br /> <br />T <br />H <br />E <br />S <br />E <br /> <br />P <br />L <br />A <br />N <br />S <br />. <br />SKETCH FOR REVIEW <br />B <br />0 100PD FOR SUBMITTAL <br />90PD FOR REVIEW <br />NEW ADU ADDRESS: <br />1908 GREENLEAF ST UNIT 2, <br />SANTA ANA, CA 92706 <br />PLAN AND PERMIT INC. <br />ARCHITECTURAL DESIGN SERVICES <br />9891 IRVINE CENTER DR #200 <br />IRVINE, CA 92618 <br />(714)-715-0923 <br />biz@planandpermit.com <br />LOCATION QR CODE: <br />02/08/24 <br />07/11/24 <br />RESIDENCE <br />04/06/24C 90PD FOR APPROVAL <br />D PER PLANNING CORRECTIONS06/03/24 <br />E PER PLANNING CORRECTIONS06/14/24 <br />1 PC110/13/24 <br />2 PC210/27/24 <br />DETAILS <br />5 N.T.S. <br />NOTE: <br />·FLASHING PAPER, MOISTOP FLASHING OR EQUAL, (9" <br />WIDE MIN.) 0/NAILING FIN @ TOP OF WINDOWS (HEAD) <br />TYP. TWO CONTINUOUS BEADS OF MOISTOP SEALANT OR <br />EQUAL UNDER FLASHING PAPER (1) 0/NAILING FIN AND <br />(1) AT TOP OF FLUSHING PAPER TYP. <br />·FLASHING PAPER, SELF SEALING MEMBRANE,(9" WIDE <br />MIN.) O/WOOD FRAMING & UNDER NAILING FIN SIDE OF <br />|WINDOWS (JAMB) TYP. <br />·NOTES: <br /> =INDICATES SEQUENCE FOR INSTALLATION 9" MOIST <br />STOP FLASHING PAPER TYP. OF FLASHING PAPER <br />·THE ACTUAL NUMBER OF FLASHING PIECES REQUIRED IS <br />DETERMINE BY THE RADIUS OF THE OPENING AND THE <br />SIZE OF THE FLASHING. (9" WIDE FLASHING MIN.) <br />·APPLY A CONTINUOUS BEAD OF SEALANT COMPLYING <br />WITH AAMA 800 TO THE BACKSIDE (INTERIOR) OF THE <br />WINDOW MOUNTING FLANGES <br />·AT WINDOW HEAD, JAMBS AND SILL ALL CORROSIVE <br />RESISTANT FASTENERS ARE TO BE NAILED THROUGH FIN <br />NO CLOSER THAN 3" O.C. AND NOT MORE THAN 16" O.C. <br />·FASTENERS SHALL BE WITHIN 10" FROM CORNERS NO <br />NAILS SHALL BE BENT OVER THE NAILING FIN TO SECURE <br />WINDOW <br />·REFER TO AAMA 2400-10 STANDARD PRACTICE FOR <br />INSTALLATION OF WINDOWS WITH MOUNTING FLANGES <br />IN STUD CONSTRUCTION FOR ADDITIONAL <br />REQUIREMENTS. <br />WINDOW <br />WINDOW <br />2 <br />4 <br />5 <br />1 <br />2 <br />4 <br />FLASHING PAPER, SELF SEALING MEMBRANE,(9" WIDE MIN.) <br />O/WOOD FRAMING & UNDER NAILING FIN SIDE OF WINDOWS <br />(JAMB) TYP. <br />FLASHING PAPER, MOISTOP FLASHING OR EQUAL, (9" WIDE MIN.) <br />0/NAILING FIN @ TOP OF WINDOWS (HEAD) TYP. TWO CONTINUOUS <br />BEADS OF MOISTOP SEALANT OR EQUAL UNDER FLASHING PAPER (1) <br />0/NAILING FIN AND (1) AT TOP OF FLUSHING PAPER TYP. <br />WINDOW SILL FLASHING <br />1 <br />4 N.T.S.1 N.T.S. <br />EXTERIOR WALL. STUCCO <br />CEMENT STUCCO <br />EXTERIOR SHEATHING <br />2X WALL <br />(2) LAYERS BUILDING PAPER <br />(WEATHER-RESISTANT TYPE 1 GRADE <br />D STYLE 2) <br />GALVANIZED METAL LATH <br />INSULATION PER T24 REPORT <br />NOTE: REFER TO STRUCTURAL DWGS FOR <br />SHEAR WALL LOCATION AND SCHEDULE. <br />EXTERIORINTERIOR <br />(1) LAYERS 5/8" GYPSUM BOARD <br />2 N.T.S. <br />NOTE: REFER TO PLAN FOR PARTITION TYPE. <br />PARTITION WALL <br />2X WALL <br />GWB <br />GWB <br />3 N.T.S. <br />PARTITION WALL <br />GWB <br />2X WALL <br />INSULATION PER T24 REPORT <br />NOTE: REFER TO PLAN FOR PARTITION TYPE. <br />CERAMIC TILE/NON ABSORBENT WALL <br />3/16" FRAMING THINSET <br />1/2" CEMENT BACKER BOARD <br />WATER PROOFING AND CRACK ISOLATION <br />MEMBRANE OVER BACKER BOARD <br />TILE GROUT WHERE OCCURS <br />6 N.T.S. <br />TYPICAL INTERIOR DOOR DETAIL <br />WOOD JAMB CASING <br />SQUARE EDGES <br />DOOR AS SCHEDULED <br />JAMB CASING <br />SEE STRUCTURAL SHEETS <br />BLOCKING AS REQ'D <br />7 N.T.S. <br />BLDG PAPER/LATH PAPER <br />TUCKED UP UNDER <br />FLASHING (6" MIN LAP) <br />SOLDER ALL JOINTS FOR <br />METAL FLASHING OR <br />USE SELF ADHERING <br />WATERPROOFING <br />WALL THICKNESS <br />NOTE: <br />·REFER TO AAMA 2400-10 STANDARD PRACTICE FOR <br />INSTALLATION OF WINDOWS WITH MOUNTING FLANGES <br />IN STUD CONSTRUCTION FOR ADDITIONAL <br />REQUIREMENTS. <br />·SEE WINDOW SILL FLASHING FOR MORE INFORMATION. <br />WINDOW SILL FLASHING <br />EXTERIOR SHEATHING <br />(2) LAYERS BUILDING PAPER (WEATHER-RESISTANT <br />TYPE 1 GRADE D STYLE 2) <br />INSULATION PER T24 REPORT <br />PC # 3 CORNER BEAD PLASTIC <br />8 N.T.S. <br />EXTERIOR WALL. STUCCO AT OUTSIDE CORNER <br />(1) LAYERS 5/8" GYPSUM BOARD <br />GALVANIZED METAL LATH <br />CEMENT STUCCO <br />WOOD FRAMING PER STRUCTURAL <br />2X WALL <br />15 N.T.S. <br />PLUMBING VENT PIPE <br />BOOT GASKET <br />SELF-SEALING BITUMINOUS <br />MEMBRANE <br />ROOF CAP ( WITH BUILT-IN DAMPER) <br />KEEP DUCT RUNS SHORT <br />WALL CAP ( WITH BUILT-IN DAMPER) <br />INSULATION (PLACE AROUND OVER FAN HOUSING)FAN HOUSING <br />POWER CABLE <br />SEAL GAPS AROUND <br />HOUSING <br />4-IN.ROUND DUCT <br />SEAL DUCT JOINTS <br />WITH TAPE <br />4-IN.ROUND ELBOWS <br />VENT DETAIL. TYP. <br />BATT INSULATION; <br />RE: TITLE 24 <br />ROOF UNDERLAYMENT <br />ROOF SHEATHING <br />INSULATION BAFFLE <br />SEAL PIPE AT PERIMETER <br />16 N.T.S. <br />PIPE PENETRATION. TYP. <br />12 N.T.S.11 N.T.S. <br />DUCT PENETRATION. STUCCO <br />CEMENT STUCCO <br />EXTERIOR SHEATHING <br />(2) LAYERS BUILDING PAPER <br />(WEATHER-RESISTANT TYPE 1 GRADE <br />D STYLE 2) <br />GALVANIZED METAL LATH <br />INTERIOR FINISH <br />BLOCKING AS NECESSARY <br />WEEP SCREED @ EXTERIOR WALL @ GRADE <br />'A': NOTE THAT WEEP SCREED <br />IS BEHIND PAPER. <br />WEEP SCREED <br />CEMENT STUCCO <br />EXTERIOR SHEATHING (2) LAYERS BUILDING PAPER <br />(WEATHER-RESISTANT TYPE 1 GRADE <br />D STYLE 2) <br />GALVANIZED METAL LATH <br />'A' <br />COVE BASE <br />BY OTHERS <br />FINISH FLOOR <br />BY OTHERS <br />SUB FLOOR <br />(E) SLAB ON GRADE; RE: <br />STRUCTURAL DWGS. <br />(E) FOUNDATION <br />EXTERIOR WALL PER SCHEDULE <br />SILL SEALER <br />BENT METAL FLASHING <br />SLOPE GRADE 6" IN THE FIRST <br />10' AWAY FROM FOOT PRINT <br />WATER PROOFING MEMBRANE <br />CLOTHES WASHER <br />DRAIN HOSE <br />INDIRECT CONNECTION <br />CLOTHES WASHER <br />STANDPIPE <br />TRAP <br />WASTE STACK <br />CLOTHES WASHER CONNECTION9 N.T.S. <br />CEMENT STUCCO <br />EXTERIOR SHEATHING <br />(2) LAYERS BUILDING PAPER <br />(WEATHER-RESISTANT TYPE <br />1 GRADE D STYLE 2) <br />GALVANIZED METAL LATH <br />INTERIOR FINISH <br />10 N.T.S. <br />FIXTURE PENETRATION <br />BED EXTERIOR FLANGE <br />IN SEALANT <br />PLASTER RING <br />PLASTER RINGS SHOULD BE AFFIXED OVER <br />THE SERVICE BOX TO BRING THE FACE OF THE <br />BOX FLUSH WITH THE ADHERED CONCRETE <br />MASONRY VENEER. BED THE EXTERIOR <br />FLANGE IN SEALANT. WATER RESISTIVE <br />BARRIER SHOULD BE INSTALLED SNUGLY <br />AROUND THE PLASTER RING FLANGE. <br />CLOSED TREAD STAIR <br />1x MAPLE TREADS AND RISERS <br />STRINGER PER STRUCTURAL <br />BEVEL OR RADIUS <br />RADIUS OF CURVATURE <br />MAX 9 16" OR BEVEL MAX 1 2" <br />17 N.T.S. <br />HANDRAIL GRIPS MUST BE 1-1/4" TO 2" <br />IN OUTSIDE DIAMETER <br />1 1 /2" (38 mm) CLEAR SPACE <br />BETWEEN HANDRAIL AND WALL <br />SUPPORT HANDRAIL FROM BELOW SO <br />GRIPPING SURFACE IS NOT INTERRUPTED <br />ENDS OF HANDRAILS MUST RETURN <br />SMOOTHLY INTO A WALL, FLOOR, OR POST <br />EXTENSION DIMENSION <br />RETURN TO WALL <br />34 <br />" <br />- <br />3 <br />8 <br />" <br /> <br />A <br />B <br />O <br />V <br />E <br /> <br />N <br />O <br />S <br />E <br />SECTION <br />PLAN <br />ULTRALOX™ ALUMINUM WALL MOUNTED HANDRAIL - ICC-ESR 3485 (OR APPROVED EQUAL) <br />N.T.S.14 <br />STARTER STRIP <br />OVERHANG EAVES <br />AND DECK OVERHANG <br />1/4" - 3/4" <br />ALONG EAVES, PUT GAF LEAK <br />BARRIER ON TOP OF NON- <br />CORROSIVE METAL DRIP EDGE <br />ROOF SHEATHING <br />DRIP EDGE OVER <br />UNDERPAYMENT AT <br />RAKE EDGE <br />WALL LINE. <br />ASPHALT SHINGLE <br />ROOFING SHINGLES AND INSTALLATION. CERTAINTEED 'LANDMARK' SHINGLES (OR APPROVED EQUAL) <br />·LANDMARK SERIES SHINGLES <br />FIRE RESISTANCE: <br />· UL CLASS A <br />· UL CERTIFIED TO MEET ASTM <br /> D3018 TYPE 1 <br />WIND RESISTANCE: <br />· UL CERTIFIED TO MEET ASTM <br />D3018 TYPE 1 ASTM <br />· D3161 CLASS F <br />TEAR RESISTANCE: <br />· UL CERTIFIED TO MEET ASTM <br />D3462 <br />· CSA STANDARD A123.5 <br />WIND DRIVEN RAIN RESISTANCE: <br />· MIAMI-DADE PRODUCT CONTROL <br />ACCEPTANCE: PLEASE <br />REFERENCE WWW. <br />CERTAINTEED.COM TO <br />DETERMINE APPROVED PRODUCTS BY MANUFACTURING <br />LOCATION. <br />QUALITY STANDARDS: <br />· ICC-ES-ESR-1389 & ESR-3537. <br />COLOR: MATCHED W/ (E) ROOF <br />(2) LAYERS ROOF UNDERLAYMENT <br />CEMENT BACKER BOARD <br />(3) 2x4 FLAT <br />PLATE <br />BASE MORTAR <br />SHOWER PAN MEMBRANE LINER <br />PRE-SLOP MORTAR <br />ADJUSTABLE DRAIN <br />WIRE MESH <br />THINSET <br />2x WALL <br />1/2" CEMENT BACKER BOARD <br />WATER PROOFING AND CRACK ISOLATION <br />MEMBRANE OVER BACKER BOARD <br />TILE OR NON-ABSORBENT SURFACE. <br />UP TO MIN. 72" ABOVE THE DRAIN LEVEL <br />TILE OR NON-ABSORBENT SURFACE <br />LAYERS BUILDING PAPER <br />PLYWOOD PER STRUCTURAL <br />13 N.T.S. <br />SECTION THROUGH SHOWER <br />NOTE: <br />THE GREATEST RISER HEIGHTS AND <br />TREAD DEPTHS WITHIN ANY FLIGHT OF <br />STAIRS SHALL NOT EXCEED THE <br />SMALLEST BY MORE THAN 3/8". <br />2 <br />2 <br />STATE OF CAL IFORNIA <br />EXP. DATE <br />L <br />I <br />C <br />E <br />NS E D A R C H <br />I <br />T <br />E <br />C <br />T <br />PAUL SAN GEMINO <br />C - 34643 <br />06/30/2025 <br />SIGNATURE <br />1908 N Greenleaf St Unit# <br />24/22/2025