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3 <br />2x4 P.T. SILL PLATE W/ <br />0.145" DIA. RAMSET SHOT PIN <br />@ 32" PER ICC ESR # 1799 <br />1-1/8 " MIN. EMBEDMENT <br />2x STUD <br />PER PLAN <br />GYPSUM BOARD (TYP) <br />CONCRETE SLAB <br />PER PLAN <br />PARTITION WALL BOTTOM CONNECTION <br />4 1 <br />4" <br />EXISTING GARAGE DOOR OPENING <br />6" <br />MI <br />N <br />. <br />6" <br />NEW 2x SILL PLATE <br />NEW CONCRETE CURB <br />NEW CURB AT EXISTING FOOTING <br />SECTION <br />VIEW A <br />(E) CONCRETE FTG. <br />(E) CONC. SLABE.N. <br />#4 DOWELS @24" OC. USE <br />SIMPSON EPOXY TIE SET-XP <br />ICC-ESR #2508. SPECIAL <br />INSPECTION REQUIRED <br />6" <br />2x STUD PER PLAN <br />OR S.W. SCHEDULE <br />2x4 SILL PLATE P.T. <br />W/ 5/8"Ø A.B. PER PLAN <br />NEW CURB MIN. 5" <br />WIDE HEIGHT TO <br />MATCH EXISTING <br />FINISH <br />SURFACE <br />NEW WEEP SCREED (TYP) <br />SEE DETAIL 2/A-5.1 <br />FINISH <br />SURFACE <br />SECTION <br />VIEW B <br />NEW 2x STUD <br />PER PLAN <br />(E)4x POST OR DBL. STUD <br />(E)SILL PLATE <br />#4 DOWELS @24" OC. <br />USE SIMPSON EPOXY <br />TIE SET-XP ICC-ESR <br />#2508. SPECIAL <br />INSPECTION REQUIRED <br />5 <br />#4 DOWELS AT 18" O.C. OR #4 AT <br />24" O.C. STAGGERED EMBEDDED 6" <br />INTO CONCRETE SLAB. <br />USE EPOXY TIE SIMPSON SET-XP <br />ICC-ES ESR #2508. <br />EXISTING <br />CONCRETE SLAB <br />6" <br />NEW 4" HIGH <br />CONCRETE <br />FIELD 2500 PSI <br />SIDE VIEW <br />6" <br />EXISTING CONCRETE SLAB <br />CONCRETE SLAB REPAIR <br />IF FOUNDATION <br />IS FOUND <br />IF NO EXISTING <br />FOUNDATION <br />OLD TO NEW FOUNDATION CONNEC. <br />12° <br />6" <br />NEW 2x STUDS <br />@ 16" O.C. <br />NEW 2x P.T. PLT.(E) 2x P.T. PLT.SIMPSON MST27 <br />EXIST. FTG. NEW. FTG. <br />5/8"Ø A.B. PER PLAN <br />1- #4 <br />12" <br />E.N. <br />5" <br />(E) CONC. SLAB <br />2x STUD TO REMAIN <br />2x SILL PLATE P.T. <br />W/ 5/8"Ø A.B. PER PLAN <br />NEW CURB AT EXISTING FOOTING <br />8" <br />MI <br />N <br />. <br />18 <br />" <br /> <br />M <br />I <br />N <br />. <br />6" <br />2#4 REBAR TOP & BOTTOM <br />SHEATHING PER <br />PLAN <br />(WHERE <br />OCCURS) <br />2 <br />NEW STUCCO TO MATCH <br />EXISTING <br />EXISTING CEMENT PLASTER (FIEL VERIFY) <br />(PER PAGE 7 OF AT SHEET S-1) <br />Method PCP (Portland Cement Plaster) = 7/8-in. minimum thickness <br />Portland cement plaster with 1-1/2-in., 11-gage, 7/16-in. head nails at <br />6-in. spacing (16-in stud spacing required). ½-in. minimum gypsum <br />wallboard shall be installed on the side of the wall opposite the bracing <br />material, except when the minimum total length of braced wall panel in <br />the Table is multiplied by a factor of 1.5. <br />GENERAL NOTES: <br />1 5 8"Ø A.B. ATR GR36 @ 48" O.C. <br />2 5 8"Ø A.B. ATR GR36 @ 32" O.C. <br />NOTE: ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON <br />NAILS GALVANIZED <br />SHEARWALL SCHEDULE PER WOOD FRAME <br />PRESCRIPTIVE PROVISIONS <br />ANCHOR BOLT SCHEDULE <br />1 <br />HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE <br />WASHERS ; AND HOLD-DOWNS SHALL BE FINGER TIGHT AND 'H WRENCH TURN <br />JUST PRIOR TO COVERING THE WALL FRAMING . CONNECTOR BOLTS INTO WOOD <br />FRAMING REQUIRE STEEL PLATE WASHERS ON THE POST ON THE OPPOSITE SIDE <br />OF THE ANCHORAGE DEVICE. PLATE SIZE SHALL BE A MINIMUM OF 0.299 INCH BY 3 <br />INCHES BY 3 INCHES . (2305.5) <br />ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED <br /> (11 .1.2.2,2012 NDS) <br />HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION <br />INSPECTION . <br />ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR <br />FOUNDATION WALLS AND ARE LESS THAN 8" TO THE EXPOSED GROUND SHALL BE <br />PRESSURE TREATED OR NATURALLY DURABLE TO DECAY (CRC R317.1 [2]) <br />FASTENERS, INCLUDING NUTS AND WASHERS, AND CONNECTORS IN CONTACT WITH <br />PRESERVATIVE TREATED AND FIRE TREATED WOOD SHALL BE OF HOT DIPPED ZINC <br />COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS <br />FOR ZINC COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. (CRC <br />3317.3). <br />(E) 2x R.R's @ <br />16" O.C. DF#2 <br />TO REMAIN <br />(E) 2x C.J's @ 16" <br />O.C. TO REMAIN <br />(E) 2x R.R's <br />@ 16" O.C. <br />DF#2 <br />TO REMAIN <br />(E) 2x R.R's <br />@ 16" O.C. <br />DF#2 <br />TO REMAIN <br />NEW <br />6X4 HDR <br />NEW <br />6X4 HDR <br />5 <br />5 <br />5 <br />A-4.2 <br />B <br />A <br />A-4.1 <br />(E) CONCRETE SLAB W/ <br /> VAPOR BARRIER ACCORDING <br />TO ICC ESR # 1413 <br />(SEE REPORT AT SHEET A-4.1) <br />NOTE: <br />SLAB CONSTRUCTION SHALL <br />BE MINIMUM 4¨THICK, <br />REINFORCED WITH ·4 BARS AT <br />18¨ON CENTER EACH WAY <br />REFER TO DETAIL 4 FOR <br />EXISTING SLAB REPAIR <br />VAPOR BARRIER ACCORDING <br />TO ICC ESR # 1413 <br />(SEE REPORT AT SHEET A-4.1) <br />CF <br />- <br />2 <br />CF <br />- <br />2 <br />CF <br />- <br />2 <br />CF-2CF-2 <br />(E <br />) <br /> <br />R <br />I <br />D <br />G <br />E <br />(E <br />) <br /> <br />R <br />I <br />D <br />G <br />E <br />(E) 2x C.J's @ 16" <br />O.C. TO REMAIN <br />(E) 2x R.R's @ <br />16" O.C. DF#2 <br />TO REMAIN <br />CF-1 <br />2 <br />OR <br />1 <br />7 <br />7 <br />7 <br />(E <br />) <br /> <br />H <br />R <br />D <br />NEW <br />4X4 HDR <br />SCALE: 1/4" = 1'-0" <br />1 FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />2 FRAMING PLAN <br />N <br />B <br />A <br />A-4.1 <br />(E <br />) <br /> <br />6 <br />x <br /> <br />B <br />E <br />A <br />M <br />(E <br />) <br /> <br />H <br />R <br />D <br />- - - <br />- - - <br />S-1.2 <br />S-1.2 <br />S-1.2 <br />- - - <br />- - - <br />- - - <br />(E) HRD <br />(E) HRD <br />NEW FLOOR JOISTS /CEILING JOISTS <br />NEW ROOF RAFTERS/TRUSSES <br />HEADER <br />BEAM <br />CF-1 <br />EXISTING WALLS (2x STUDS @16" O.C.) <br />LEGEND: <br />NEW WALL WITH 2x4 STUDS D.F. No.2 @ 16"O.C. <br />NOTES: <br />·USE 2x6 STUDS D.F. No.2 @ 16" O.C. FOR <br />PLUMBING WALLS <br />·USE 2x4 STUDS D.F No.2 @ 16" O.C. FOR NON <br />BEARING WALLS <br />CF-2 <br />EXISTING 12" WIDE MIN. x12" DEEP INTO LOWEST <br />GRADE CONT. CONCRETE FTG. TO REMAIN <br />(CONCRETE SLAB FTG.) <br />EXISTING 12" WIDE MIN. x12" DEEP INTO LOWEST <br />GRADE CONT. CONCRETE FTG. TO REMAIN (RAISED <br />FLOOR FTG.) <br />CF-X <br />EXISTING FLOOR JOISTS /CEILING JOISTS <br />EXISTING ROOF RAFTERS/TRUSSES <br />1/2" CDX PLYWOOD <br />UNBLOCKED <br />(P.I. = 32/16 ) <br />8d NAILS AT 6" / 6" /12" <br />TYPICAL ROOF SHEATHING <br />CONTINUOUS 12" WIDE X 18" (MINIMUM EMBEDMENT <br />INTO FIRM SOIL) FOUNDATION WITH 2 #4 TOP AND <br />BOTTOM. <br />EXISTING 12'x12" DEEP CONTINUOUS FTG. NOTE <br />*GENERAL CONTRACTOR TO FIELD VERIFY* <br />·IF FOUNDATION IS PRESENT USE THE DETAIL 1 <br />·IF FOOTING IS NOT PRESENT A NEW FOOTING <br />SHALL BE INSTALLED PER DETAIL 2 <br />IF FOUNDATION <br />IS FOUND <br />IF NO EXISTING <br />FOUNDATION <br />2 <br />OR <br />1 <br />- - - <br />- - - <br />CF-1 <br />EXISTING 12'x12" DEEP <br />CONTINUOUS FTG. NOTE <br />*GENERAL CONTRACTOR <br />TO FIELD VERIFY* <br />·IF FOUNDATION IS <br />PRESENT USE THE <br />DETAIL 1 <br />·IF FOOTING IS NOT <br />PRESENT A NEW <br />FOOTING SHALL BE <br />INSTALLED PER <br />DETAIL 2 <br />(typ.) <br />3 <br />(typ.)(typ.) <br />- - - <br />3 <br />- - - <br />3 <br />- - - <br />3 <br />(typ.) <br />- - - <br />A-4.1 <br />ADDITIONAL NOTES <br />SOIL REPORT REQUIREMENT IS EXEMPTED FROM THIS PROJECT. ANY NEW <br />FOUNDATION AND SLAB-ON-GRADE SHALL MEET MINIMUM FOUNDATION <br />CONSTRUCTION REQUIREMENTS BELLOW <br />1. DEPTH OF FOUNDATIONS BELOW THE NATURAL GRADE SHALL NOT BE LESS <br />THAN 18 INCHES (SEE DETAIL 2 FOR SPECS) <br />2. CONTINUOUS FOUNDATIONS SHALL BE REINFORCED WITH AT LEAST FOUR <br />CONTINUOUS #4 REINFORCING BARS, TOW #4 BARS AT THE TOP AND TWO <br />#4 BARS AT THE BOTTOM <br />3. SLAB CONSTRUCTION SHALL BE MINIMUM 4" THICK, REINFORCED WITH #4 <br />BARS AT 18" ON CENTER EACH WAY <br />4. DOWELING OF THE NEW FOUNDATIONS AND SLABS INTO THE EXISTING <br />FOUNDATIONS AND SLABS SHALL BE REQUIRED. DOWELS SHALL BE A <br />MINIMUM OF 6" INTO THE EXISTING CONCRETE AND SHALL EXTEND A <br />MINIMUM OF 24" INTO THE NEW CONCRETE. DOWELS SHALL BE MINIMUM <br />#3 BARS AT 18" ON CENTER OR #4 BARS AT 24" ON CENTER (SEE DETAILS <br />FOR SPECS) <br />1-3/4" EDGE <br />OF DISTANCE <br />DEPTH OF <br />FOUNDATIONS <br />BELOW THE <br />NATURAL <br />GRADE SHALL <br />NOT BE LESS <br />THAN 18 <br />INCHES <br />4" <br /> <br />M <br />I <br />N <br />NOTE: CONTINUOUS FOUNDATIONS SHALL BE REINFORCED WITH AT LEAST FOUR CONTINUOUS #4 REINFORCING <br />BARS, TWO #4 BARS AT THE TOP AND TWO #4 BARS AT THE BOTTOM <br />NOTE: CONTINUOUS FOUNDATIONS SHALL BE REINFORCED WITH AT LEAST FOUR CONTINUOUS #4 REINFORCING <br />BARS, TWO #4 BARS AT THE TOP AND TWO #4 BARS AT THE BOTTOM <br />NOTE: SLAB CONSTRUCTION SHALL BE MINIMUM 4¨THICK, REINFORCED WITH ·4 BARS AT 18¨ON CENTER EACH WAY <br />FINISH SURFACE <br />3" <br /> <br />C <br />L <br />R <br />#4 DOWELS AT 18" O.C. <br />OR #4 AT 24" O.C. <br />STAGGERED EMBEDDED <br />6" INTO CONCRETE SLAB. <br />USE EPOXY TIE SIMPSON <br />SET-XP <br />ICC-ES ESR #2508.NEW CONCRETE FTG. <br />#4 DOWELS AT 18" O.C. <br />OR #4 AT 24" O.C. <br />STAGGERED EMBEDDED <br />6" INTO CONCRETE SLAB. <br />USE EPOXY TIE SIMPSON <br />SET-XP <br />ICC-ES ESR #2508. <br />V E C O <br />d e s i g n - s t u d i o <br />SHEET: <br />JOB No: <br />DATE: <br />DRAWN BY: <br />PLAN: <br />PHONE: <br />JOB SITE: <br />PROJECT NAME: <br />REVISION:BY: <br />VASQUEZ <br />RESIDENCE <br />23-017 <br />09-10-2024 <br />S.V <br />714-713-3124 <br />627, 627 UNIT 2 S. SHELTON. ST. <br />SANTA ANA, CA 92703 <br />d e s i g n e r <br />Oscar Vega <br />C e 1 4 - 4 - 1 2 4 <br />O i e 3 1 - 2 3- 3 5 <br />i n o e o d e s i g n s . o <br />5 3 4 C O A V E . <br />A A E C A 2 5 <br />APPROVED BY :O.V. <br />S-2.1 <br />STRUCTURAL <br />PLANS & DETAILS <br />627 S Shelton St & <br />#212/4/2024