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CITY OF SANTA ANA <br />in, in "m4tviRp i 104 i_9g, Agency <br />NOTE: <br />A. WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION <br />WITH MINIMUM 1/2 INCH DIAMETER ANCHOR BOLTS SPACED A <br />MAXIMUM OF 6 FEET ON CENTER (CRC 403.1.6) <br />B. ANCHOR BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF <br />THE PLATE. <br />C. A NUT AND WASHER SHALL BE TIGHTENED ON EACH ANCHOR <br />BOLT. <br />D. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION <br />WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS <br />THAN SEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE <br />SECTION (CRC R403 1.6.1) <br />E. PLATE WASHERS CONFORMING TO SECTION R602.11.1 (3"X3" <br />X.229") SHALL BE PROVIDED FOR ALL ANCHOR BOLTS OVER THE <br />FULL LENGTH OF REQUIRED BRACED WALL LINES (CRC R403.1.6.1) <br />WB POST OR DBL STUD <br />SDS SVREWS <br />SIMPSON HOLDOWN /8" 0 SIM S N SET- P T SILL TOP OF <br />HDu2 EPDXY OROUT P ATE rLAB <br />/8" 0 SIMPSON SET - <br />EPDXY GROUT BOLT <br />IPECIAL INSPECTION REQ'D °' e <br />ea ad a g" e <br />SET-XP ICC ESR-2508 °a �. , e ..IA <br />^� . <br />ANCHOR BOLT DETAIL <br />NOTEI <br />HOLDOWN ANCHOR BOLT <br />SHALL BE SECURED IN <br />PLACE PRIOR TO <br />FOUNDATION INSPECTION, <br />WB POST OR DBL STUD <br />SIMPSON HOLDOWN <br />SEE SCHEDULE BELO P T SILL TOP OF <br />SSTH16 PLATE SLAB <br />A.B. TO CONFORM <br />W/ SIMPSON SPEC. <br />V.. ... .d• <br />N� ea f . d + <br />d <br />°'. A. <br />HOLDOWN SCHEDULE <br />HOLD DOWN HDU2 6—SDS 1/4" X 2-1/2' <br />HOLDOWN DETAIL_ <br />FOUNDATION NOTE: <br />FOUNDATION AND FLOOR SLABS SHALL CONFORM TO THE FOLLOWING <br />REQUIREMENTS, UNLESS AN APPROVED SOILS REPORT INDICATES THAT <br />SOIL IS NOT EXPANSIVE BY THE EXPANSION INDEX TEST METHOD, OR <br />RECOMENDS OTHER DETAILS: <br />A. CONTINUOUS FOOTING UNDER UNDER EXTERIOR WALLS AND INTERIOR <br />BEARING WALLS EXTENDING BELOW GRADE 24 INCH. AND 18 INCH. <br />RESPECTIVELY AND BELOW FOUNDATION WALL CRAWL HOLE. PILES OR <br />PIERS ARE PERMITTED WITHOUT INTERCONNECTED GRADE BEAMS TO <br />SUPPORT FIRST FLOOR LOADS ONLY. PAD FOOTING LOCATED UNDER A <br />REINFORCED SLAB WITHIN THE CONFINES OF A PERIMETER FOOTING <br />NEEDED NOT BE CONNECTED BY A GRADE BEAM. <br />B. FOUR CONTINUOUS #4 BARS, TWO 4 INCH. FROM BOTTOM AND TWO 4 IN. 1 <br />FROM TOP OF FOUNDATION. <br />C. FLOOR SLAB 4 INCH. THICK OVER TWO LAYERS OF A 2 INCH. FILL OF <br />SAND AND A MOISTURE BARRIER MEMBRANE (6 MILS THICK) SANDWICHED <br />1. RETIGHTEN FOUNDATION BOLT BEFORE CALLING FOR FRAMING BETWEEN THE TWO LAYERS OF FILL AND REINFORCED WITH #4 BARS AT 16 <br />INCH. O.C. EACH WAY . REINFORCEMENT TO BE PLACED AT CENTER OF SLAB. <br />INSPECTION. D. SATURATE THE SOIL 18 INCH. DEEP BEFORE PLACING THE CONCRETE <br />" SLAB. <br />2. FASTENERS FOR PRESERVATIVE -TREATED OR FIRE -RETARDANT -TREATED E. PROVIDE #4 DOWELS AT 16 INCH. O.C. BENT 2 FT INTO SLAB AND 1 FT. <br />INTO FOOTING. DOWELS MAY BE OMMITTED WHEN WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL IN OR DESIGNED AS AN INDEPENDENT "FLOATING SLAB LAB IS A " MONOPOUR" <br />ACCORDANCE WITH ASTM 153." <br />F. "HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE 0.229 <br />a'1 <br />A <br />SPECIAL INSPECTION REQ'D. <br />V0 PREDRILLED HOLE <br />IN EXISTING FOOTING W/ <br />SET-XP ICC ESR-2508 <br />SIMPSON TIE <br />a 24" A I <br />OVERLAP <br />1 2-#4 X 3'-0" DOWELS <br />EXISTING FOOT'G NEW FOOTING <br />12"X24" DEEP <br />DWELL DETAIL <br />FOUNDATION NOTES: <br />SHEAR WALL LEGEND COMMON NAILS <br />MARK <br />CAPACITY <br />PLYWOOD <br />NAIL <br />SPACING <br />SILL NAIL <br />SILL BOLTS <br />REMARK <br />#/LF <br />4OR5LAY <br />A35 MAX. <br />BOUNDtEDGEINTERM <br />SPACING <br />Q <br />gd <br />6„12 <br />16d @ 7" O.C. <br />` <br />5/8"N @ 48" O.C. <br />18" MIN. <br />1/2" STR'L I OSB <br />SHEATHING: <br />FOUNDATION LEGENDLYWOOD <br />SHEATHING SHALL BE MINIMUM OF 1/2" <br />AND HAVE A PANEL INDEX OF 32/16 AND SHALL <br />SLAB <br />— <br />NEW FOUNDATION <br />S. PRODUCTS STD. PSI-95 APPARATED <br />CTURAL II EXPOSED I AND SHOULD BE RADIANT BARRIER <br />COMMON NAILS 6" UNBLOCKED <br />WALL <br />BOUNDRY NAILING 10 d@S" O.C. <br />3-2XJ015T5 <br />FLOOR J015T 5EE <br />PLAN FOR 512E <br />SPACING <br />I/2" DIM. M.B.@32" <br />O.C. <br />5TAGG. TYP <br />PLYWOOD 5HTG <br />= <br />INTERM NAILING <br />Od@ 1 0" O.C. <br />_ <br />5/8" TfICK. APA <br />RATED <br />2-2X JOISTS <br />EDGE NAILING <br />6d NAIL @ 8" O.C. <br />IOd@G O.G. <br />NOTE: <br />I . EDGE OF PLYWOOD FLOOR <br />OPENING5 5HALL BE <br />BOUND NAIL. <br />2. EA. PLYWOOD <br />Stir, SHALL SPAN <br />TYIREE BEARINGS <br />TYPICAL DIAPHRAM (MIN) <br />IN. X3-IN. X 3-IN. PLATE WASHERS ON THE POST OPPOSITE THE <br />HOLD-DOWN, " AND "HOLD-DOWNS SHALL BE TIGHTENED TO FINGER TIGHT <br />PLUS ONE-HALF WRENCH TURN JUST PRIOR TO COVERING THE WALL <br />FRAMING." <br />1. CONCRETE: SPECIFY TYPE V CEMENT WITH 2500 PSI CONCRETE WITH <br />WATER -CEMENT RATIO NOT TO EXCEED 0.25 AND NOTE " NO SPECIAL <br />INSPECTION REQUIRED". <br />2. ROOFING: NEW MATERIAL SHALL BE USED. " NO SECOND ALLOWED". <br />3. SHOWER WALL: WALL COVERING SHALL BE CEMENT PLASTER, TILE OR <br />APPROVED EQUAL TO 72 INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH <br />^ <br />SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS ARE TO BE <br />MOISTURE RESISTANT. <br />INSTALL 1" RIGID <br />INSULATION VERTICALLY TO <br />CONNECT INSULATING <br />SHEATHING TO RIGID <br />INSULATION BAFFLE. <br />FOAM SEAL BOTH <br />JOINTS <br />INSTALL 1" RIGID INSULATION <br />CUT TO FIT BETWEEN THE <br />RAFTERS. FOAM SEAL BOTH <br />SIDES ALONG RAFTER WITH <br />EXPANDING FOAM SEALAN WOO, <br />MAINTAIN EQUAL VENT <br />FOR LENGTH OF RI <br />INSULATf6Nh <br />VENTED AIRSPACE <br />ATTIC INSULATION <br />CONTINUOUS BEAD <br />OF SEALANT <br />SAVE <br />DETAIL- <br />TYPI <br />STUD <br />METAL LATH <br />7/8" STUCCO <br />TO MATCH EXIST'G <br />2X4 STUDS <br />2-LAYERS OF <br />@ 16" O.C. <br />GRADE "D" FELT PAP <br />1/2" DRYWALL <br />R-13 <br />INSULATION <br />61 <br />5/8" 0 SIMPSON SET-X <br />SET 4" INTO CONC. @48" O.C. <br />EEP SCREED <br />REBAR #4 TOP <br />LARR# 25744 <br />o <br />CID <br />ESR 2508 DEPUTY <br />° <br />.....p i.: ,p <br />° ° <br />.p <br />FIN.GRADE <br />INSPECTION REQ'D. <br />(E) CONC. SLAB <br />EXISTING FOOTING <br />VERIFY (E) FOOTING GRADE <br />BEAM <br />EXTERI❑R SLAB ET❑I <br />METAL LATH STUD <br />7 8" STUCCO <br />T MATCH EXIST'G <br />2-LAYERS OF <br />GRADE "D" PAPE <br />5/8" ANCHOR BOLT <br />7' INTO CONC. 28" O.C. <br />12" FROM ALL CORNERS <br />W/ 3"X3"X1/4" PLATE <br />WASHERS B•N•—, <br />_I WEEP SCREED <br />6" <br />8", MIN. FIN.GRADE <br />a <br />2X4 STUDS <br />@ 16" O.C. <br />a <br />24" :A .d <br />00 <br />12" <br />MIN. <br />— (E) CONC. SLAB <br />4" <br />° 2" <br />4" SAND BASE W/ <br />6MIL VISQUEEN VAPOR <br />BARRIER <br />2-#4 T&B REBAR <br />NOTE: IF NO FOOTING PROVIDED <br />NEW GARAGE ET❑I <br />1. CONSTRUCTION MATERIALS <br />-PLYWOOD SHALL BE D.F.,OSB <br />CONCRETE STRENGTH: 2,500 P.S.I. @ 28 DAYS PER R404.1.2.3.1 <br />-CONCRETE f'c= 2,500 P.S.I. MIN. <br />-STEEL STRUCTURAL TUBE, ASTM A53 GRADE B <br />-REINFORCING STEEL,ASTM A615, GRADE 60 PER CRC 404.1.2.3.7.1 <br />2. STEEL REINFORCEMENT: GRADE 60, DEFORMED. <br />3. LUMBER: USE DOUGLAS FIR, LARCH NO. 2 OR BETTER UNLESS OTHERWISE NOTED ON <br />FRAMING PLANS. 4X AND LARGER -DFL#1 <br />4. A CORROSION RESISTANT WEEP SCREED IS REQUIRED BELOW THE STUCCO WITH <br />A MINIMUM OF 4" ABOVE EARTH OR 2" ABOVE PAVING. THE WEEP SCREED MUST <br />BE SHOWN ON THE APPROPRIATE DETAILS. <br />STUD METAL LATH <br />7/8" STUCCO <br />n TO MATCH EXIST'G <br />2-LAYERS OF <br />@ 16" O.C. AT <br />"D" FELT PAPER <br />OSB <br />5/8" GYP BRD <br />R-13 INSULATION <br />D <br />WEEP SCREED <br />�:.. FIN.GRADE <br />(E) CONC. S <br />EXISTING FOOTING <br />VERIFY (E) FOOTING GRADE <br />BEAM (FIELD VERIFIED) <br />(E) ET❑I <br />(N) 2X8 C.J. <br />@ 12" O.G. <br />(E) 2X4 C.J. <br />@ 24" O.C. <br />R-30 INSUL. <br />A-35 FRAMING ANCHOR <br />@ 16" O.C.W/ SOLID BLOCKINC <br />H2.5 HURRICANE TIE RAFTER TO STUD @ 32 <br />1/2" DRYWALL- <br />R- 13 INSUL- <br />I <br />5/8" ANCHOR BOLT <br />7" INTO CONC. 28" O.C. <br />12" FROM ALL CORNER <br />W/ 3"X3"X1/4" PLATE <br />WASHERS <br />EXISTING R.R. <br />6-16d RAFTER TO <br />F JOIST <br />� E.N. NAIL 8d @ 6" O.C. <br />�L P4 @ 16" O.C. <br />2- 2X4 DBL. <br />TOP PLATES <br />METAL LATH <br />7/8 STUCCO <br />TO MATCH EXIST'G <br />2-LAYERS OF <br />—# 15 FELT PAPER <br />STU D <br />2X4 STUDS <br />@ 16" O.C. <br />1/2" DRYWALL <br />(E) CONC. SLAB <br />B.N. <br />a <br />d d n X ]' <br />a IIIIIIIII—"'—' <br /><r� 2-#4 T&B REBAR <br />12" <br />Az MIN. <br />O INTERIOR SLAB LTG, <br />r. <br />FOUNDATION NOTES: <br />A. MINIM OF 5/8" DIAMETER A.B. E B DDED <br />7" INTO FOOTING AND SPACED N T aste <br />P4te:THAN 6'-0" ON CENTER . <br />B. MINIMUM TWO BOLTS PER PIE EC <br />PLATE AND ONE LOCATED WITHI 12" AND <br />NOT LESS THAN 7 BOLT DIAMETER OF EACH <br />END OF EACH SILL PLATE. <br />r I <br />.(j <br />= <br />0000 <br />V <br />Z <br />Q <br />Q 0 <br />N <br />E <br />O <br />m <br />>, <br />_ ko <br />�* <br />a a <br />� <br />C. 3"X3" X 1/4" (0.229" MIN.) PLATE WASHER <br />( <br />LO <br />0 <br />SHALL BE USED ON EACH ANCHOR BOLT. <br />CD <br />W <br />W <br />__ <br />�CL <br />SLOTTING OF WASHER IS ALLOWED TO 1.75" <br />� <br />W <br />LONG. <br />r <br />O <br />ti <br />FRAMING NOTES: <br />. G^ <br />PROVIDE RAFTER TIES AT 48" MAXIMUM <br />W <br />.. <br />O/C, DESIGN AND SUPPORT <br />Q <br />W <br />Z <br />Z <br />J <br />RIDGE/HIPS/VALLEYS AS BEAMS, OR <br />O <br />Q <br />PROVIDE OTHER DESIGN FOR ROOF <br />Q <br />d <br />W <br />SUPPORT WHEN CEILING JOIST ARE NOT <br />m <br />PARALLEL TO ROOF RAFTERS. RAFTERS <br />O <br />AND CEILING JOIST WILL BE NAILED <br />TOGETHER WITH A MINIMUM OF : <br />A. 5-16d NAILS FOR RAFTER SPANS UP 12" <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />Ln <br />B. 8-16d FOR RAFTER SPANS UP TO 20' <br />z <br />M <br />" <br />71 <br />FOR BRACED WALL PANE/SHEAR WALLS, <br />W <br />Q, <br />EACH SHEET OF PLYWOOD/OSB SHEATHING <br />z <br />SHALL NOT BE LESS THAN 24" IN LEAST <br />I <br />O <br />O <br />U <br />DIMENSION. ALL EDGES OF ALL PANELS <br />w O <br />-4 <br />SHALL BE SUPPORTED BY AND FASTENED TO <br />J <br />J <br />co <br />FRAMING MEMBERS OR BLOCKING." <br />Q <br />U <br />co <br />m <br />"BRACED WALL PANELS/SHEAR WALL SHALL <br />U <br />w 03 <br />RUN CONTINOUSLY FROM FOUNDATION TO <br />10� <br />z0 . <br />ROOF/FLOOR FRAMING." <br />W <br />0 <br />O <br />O <br />J � <br />w co <br />aLo O <br />O <br />0 CO <br />C) (m co <br />O CO Cd <br />z: � c� <br />OLOcy- <br />00C\2 <br />z <br />E" <br />w <br />oQ <br />o <br />r� <br />ww <br />DATE: <br />SCALE: AS NOTED <br />DRAWN: <br />SHEET <br />06= <br />NCE <br />