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(N) GARAGE <br />(N) GARAGE <br />A-3 <br /> GARCIA RESIDENCE <br />SHEET <br />PROPERTY OWNER: <br />JUAN GARCIA <br />(949) 627-2074 <br />REV DATE DESCRIPTION <br />10/16/23A <br />THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT THE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAILS ON THE DRAW INGS SHALL TAKE PRECEDENCE OVER GENERAL NO TES AND TYPICAL DETAILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WO RK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTI NG DIMENSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT INC ANY DISCREPANCIES IN WR ITING PRIOR TO THE COMMENCEMENT OF ANY WOR K 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 />CT <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 />ND <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 />RO <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 />11/17/23 <br />B <br />90PD FOR APPROVALC <br />01/02/240 100PD FOR SUBMITTAL <br />10/31/23 90PD FOR REVIEW <br />PROPERTY ADDRESS: <br /> 1011 W 2ND ST, <br />SANTA ANA, CA 92703 <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 />STATE OF CAL IFORNIAEXP. DATE <br />L <br />I <br />C <br />E <br />NS E D A R CHI <br />T <br />E <br />C <br />T <br />C - 34643 <br />06/30/2025 <br />SIGNATURE <br />PAUL SAN GEMINO <br />1 PROPOSED SECTION <br />04' 4'8' <br />14" = 1'-0" <br />(N) CONCRETE SLAB ON <br />GRADE PER STRUCTURAL <br />5 <br />A-3 <br />6 <br />A-3 <br />(N) 1 HR FIRE RATED WALL. <br />SEE DETAIL 8/A-3 <br />9 <br />A-3 <br />4:12 <br />PITCH <br />4:12 <br />PITCH <br />(N) R-15 INSULATION <br />(N) R-30 INSULATION <br />(N) RAIN GUTTER AND <br />DOWNSPOUT.TYP. SEE SHEET D-1 <br />2 PROPOSED SECTION <br />04' 4'8' <br />1 4" = 1'-0" <br />(N) ROOF JOIST <br />RE: STRUCTURAL DWGS <br />(N) CEILING JOIST <br />RE: STRUCTURAL DWGS <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 />3 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 />WALL PARTITION PER WALL SCHEDULE <br /> RE: FLOOR PLAN <br />(N) R-15 INSULATION <br />(N) R-30 INSULATION <br />(N) ROOF JOIST <br />RE: STRUCTURAL DWGS <br />(N) CEILING JOIST <br />RE: STRUCTURAL DWGS <br />(N) CONCRETE SLAB ON GRADE PER STRUCTURAL <br />5 <br />A-3 <br />4 N.T.S.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 />5 N.T.S. <br />WEEP SCREED @ EXTERIOR WALL PER ASTM C 926 7 N.T.S. <br />GARAGE DOOR THRESHOLD <br />GARAGE DOOR <br />SLAB ON GRADE, RE : <br />STRUCTURAL DWGS <br />8 N.T.S. <br />GYPSUM WALLBOARD, WOOD STUDS <br />FIRE DESIGN: <br />x EXTERIOR SIDE: 5/8ʺ PROPRIETARY TYPE X <br />GYPSUM SHEATHING APPLIED PARALLEL OR <br />AT RIGHT ANGLES TO 2 × 4 WOOD STUDS 16ʺ <br />O.C. WITH 1-1/4ʺ, TYPE W SCREWS 8ʺ O.C. <br />PRE-FURRED WIRE STUCCO NETTING APPLIED <br />OVER GYPSUM SHEATHING WITH 1-1/4ʺ × 1ʺ <br />STEEL STAPLES 7ʺ O.C. PORTLAND CEMENT <br />STUCCO, 3/4ʺ, APPLIED OVER STUCCO <br />NETTING. <br />x INTERIOR SIDE: ONE LAYER 5/8ʺ <br />PROPRIETARY TYPE X GYPSUM WALLBOARD <br />APPLIED PARALLEL OR AT RIGHT ANGLES TO <br />STUDS WITH 1-1/4ʺ TYPE W SCREWS 8ʺ O.C. <br />(LOAD-BEARING) <br />x PROPRIETARY GYPSUM BOARD <br />AMERICAN GYPSUM COMPANY LLC <br />5/8ʺ FIREBLOC® TYPE X GYPSUM BOARD <br />5/8ʺ TYPE X EXTERIOR GYPSUM SHEATHING <br />INSULATION PER T24 REPORT <br />CEMENT STUCCO <br />(2) LAYERS BUILDING PAPER <br />(WEATHER-RESISTANT TYPE <br />1 GRADE D STYLE 2) <br />GALVANIZED METAL LATH <br />THICKNESS: 6-1/8″ (Fire) <br />APPROX. WEIGHT: 11 psf (Fire) <br />FIRE TEST: UL R14196, 4787829354, 02-01-17, <br /> UL Design V333 <br />STC : N/A <br />GA FILE NO. WP 8170 <br />EXTERIOR WALL, 1 HOUR FIRE, 2 X 4, LOAD-BEARING <br />5/8ʺ TYPE X GYPSUM SHEATHING <br />9 10 N.T.S. <br />SWING DOOR THRESHOLD AT HARDSCAPE <br />N.T.S. <br />EAVE DETAIL WITHOUT VENTING, ATTIC CEILING 11 N.T.S. <br />DUCT PENETRATION. TYP. <br />6 N.T.S. <br />ASPHALT SHINGLE ROOF, ATTIC CEILING, WITHOUT RIDGE VENT <br />ROOF UNDERLAYMENT <br />ROOF SHEATHING <br />SEE STRUCTURAL SHEETS <br />24GA.RIDGE FLASHING UNDERLAYMENT <br />W/ 12" MIN. OVERLAP <br />ASPHALT SHINGLE, LAND MARK, <br />ICC-ES-ESR-1389 & ESR-3537 <br />NOTE: <br />1. PROVIDE EITHER 1" MINIMUM CLEARANCE BETWEEN INSULATION AND ROOF SHEATHING OR USE <br />INSULATION BAFFLE FOR RAFTER SPACE VENTILATION <br />2. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR <br />UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), DOUBLE UNDERLAYMENT APPLICATION IS <br />REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. <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 />12 N.T.S. <br />TYPICAL WINDOW DETAIL <br />SILL,REFER STRUCTURAL <br />WHERE APPLICABLE <br />GYP.BOARD WIN.WRAP <br />"L" METAL <br />BACKER ROD AND SEALANT <br />CEMENT STUCCO <br />GALVANIZED METAL LATH <br />WINDOW AS SCHEDULED <br />FLASHING & SEALANT <br />SHEATHING <br />(2) LAYERS BUILDING PAPER <br />9" SAF LAP O/WIN.FIN <br />BLOCKING AS NECESSARY <br />SEAT WINDOW IN SEALANT <br />EXTERIOR WALL <br />HEADER WHERE OCCURS, <br />RE: STRUCTURAL DWGS. <br />BACKER ROD AND SEALANT <br />CASING BEAD <br />(2) LAYERS BUILDING PAPER <br />UNDER FLASHING MEMBRANE <br />ROOF JOIST <br />RE: STRUCTURAL SHEETS <br />'A': NOTE THAT WEEP SCREED <br />IS BEHIND PAPER. <br />CEMENT STUCCOEXTERIOR SHEATHING <br />(2) LAYERS BUILDING PAPER <br />(WEATHER-RESISTANT TYPE 1 GRADE <br />D STYLE 2) <br />GALVANIZED METAL LATH <br />SLAB ON GRADE; RE: <br />STRUCTURAL DWGS. <br />FOUNDATION; RE: <br />STRUCTURAL DWGS. <br />EXTERIOR WALL PER SCHEDULE <br />SILL SEALER <br />VAPOR RETARDER <br />RE: STRUCTURAL DWGS <br />FLASHING TAPE <br />'A' <br />CORROSION-RESISTANT WEEP SCREED <br />(26 GAGE MINIMUM) <br />DOOR SCHEDULE <br />MARK SIZE (W x H)TYPE MATERIAL REMARKSFINISH <br />12'-0" X 7'-0"ALUMINUM/FROSTED GLASS GARAGE DOOR - WHITE <br />NOTE: <br />1. ALL DOOR SIZES MUST BE VERIFIED WITH THE FRAMED ROUGH OPENING IN PLACE PRIOR TO PURCHASING. ANY DISCREPANCIES <br />SHOULD BE NOTIFIED TO PLAN AND PERMIT INC. BEFORE PURCHASING. <br />2. ALL GLASS IN DOORS SHALL BE TEMPERED. TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED AND VISIBLE WHEN THE UNIT IS <br />GLAZED. <br />3. ALL GLAZING WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE "U" VALUE. <br />4. REFER TO FLOOR PLANS FOR DIRECTION OF DOOR SWING. <br />5. DOORS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER SECTION 116 E.E.S. <br />6. VENTILATION SHALL COMPLY WITH C.B.C. 1203.4 AND R303. <br />7. DOORS MAY OPEN TO THE EXTERIOR ONLY IF THE FLOOR OR LANDING IS NOT MORE THAN 1 1 2" LOWER THAN THE DOOR <br />THRESHOLD. SECTION R311.3.1 CRC <br />8. GLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE INSULATNG-GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, <br />NUM <br />12 <br />14 N.T.S. <br />DOOR SCHEDULE <br />2'-8" X 6'-8"WHITEFIBERGLASSPREHUNG <br />FIRE RATED - SOLID CORE WITH <br />1-3/8" MINIMUM THICKNESS. <br />SELF-LATCHING, SELF-CLOSING , 20 <br />MIN. RATED - FOR GARAGE <br />11 <br />13 N.T.S. <br />WINDOW SCHEDULE <br />MARK SIZE (W x H) TYPE OPERATION MATERIAL U-FACTOR SHGCFINISH REMARKS <br />SLIDER XO OR OX <br />PER CLIENT VINYL 0.23 ±4'-0" X ±3'-0" WHITE <br />A <br />NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR <br />APPROVED EQUAL, WITH FIBERGLASS MESH SCREEN <br />WINDOW SCHEDULE <br />NOTES: <br />2. ALL GLAZED OPENINGS SHALL MEET THE REQUIREMENTS OF THE CBC T24 SHEETS PROVIDED IN THE PLANS. <br />4. GLAZING IN SWINGING, SLIDING, AND BIFOLD DOORS 9 SQUARE FEET OR LESS SHALL BE A MINIMUM CATEGORY CLASSIFICATION OF <br />5. EGRESS WINDOWS HAVE A MINIMUM CLEAR OPENING AREA OF 5.7 SF WHEN ABOVE THE GRADE-FLOOR AND 5 SF ON THE GRADE-FLOOR, A MINIMUM NET HEIGHT OF 24", A MINIMUM <br />NET WIDTH OF 20", AND A SILL HEIGHT NOT MORE THAN 44" ABOVE FINISH FLOOR. [CBC 1030] <br />6. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL VENTILATION AND NATURAL LIGHT BY MEANS OF VENTILATION /ARTIFICIAL LIGHT. CBC SECTIONS <br />1203.4 AND 1205.1 AND R303 <br />A. THE MINIMUM NET GLAZED AREA FOR NATURAL LIGHT SHALL NOT BE LESS THAN 8%OF THE FLOOR AREA OF THE ROOM SERVED. CBC SECTION 1205.2 <br />B. THE MINIMUM OPENABLE AREA TO THE OUTDOORS FOR NATURAL VENTILATION SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. SECTION 1203.4 <br />0.30 <br />NUM <br />1 SECTIONS, DETAILS & <br />DOOR/WINDOW SCHEDULE <br />(N) WINDOW.SEE WINDOW SCHEDULE <br />(N) DOOR.SEE DOOR SCHEDULE <br />%2 SLOPE <br />MATERIAL PER ROOF PLAN <br />GWB <br />ROOF UNDERLAYMENT <br />ROOF SHEATHING <br />INSULATION PER T24 <br />FIRE BLOCKING <br />WITHOUT VENT HOLES <br />GUTTER <br />FASCIA <br />AIR SEAL <br />ROOF JOIST; RE: STRUCTURAL SHEETS <br />CEILING JOIST; RE: STRUCTURAL SHEETS <br />WALL PARTITION PER WALL <br />SCHEDULE RE: FLOOR PLAN <br />CONC.FOUNDATION <br />RE: STRUCTURAL SHEETS <br />VAPOR RETARDER <br />RE: STRUCTURAL DWGS <br />CONCRETE PAD; <br />RE: STRUCTURAL SHEETS <br />%2 SLOPE <br />   <br /> <br />  <br /><br />  <br />1011 W Second St <br />5/1/2025