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1 <br />A5 <br />3 <br />13' - 10" <br />11' - 3" <br />9' - 0" <br />1 <br />1 <br />1 <br />N. 12"X24" FTNG <br />N. <br /> <br />1 <br />2 <br />" <br />X <br />2 <br />4 <br />" <br /> <br />F <br />T <br />N <br />G <br />EX <br />. <br /> <br />1 <br />2 <br />" <br />X <br />2 <br />4 <br />" <br /> <br />F <br />T <br />N <br />G <br />N. 12"X24" FTNG <br />N. <br /> <br />1 <br />2 <br />" <br />X <br />2 <br />4 <br />" <br /> <br />F <br />T <br />N <br />G <br />HD <br />U <br /> <br />2 <br /> <br />( <br />T <br />Y <br />P <br />) <br /> <br />2( <br />2 <br />X <br />4 <br />) <br /> <br />P <br />O <br />S <br />T <br />HDU 2 (TYP) <br />2(2X4) POST <br />HD <br />U <br /> <br />2 <br /> <br />( <br />T <br />Y <br />P <br />) <br /> <br />2( <br />2 <br />X <br />4 <br />) <br /> <br />P <br />O <br />S <br />T <br />PROVIDE REDGARD WATER <br />PROOFING OVER <br />EXISTING CONC. SLAB <br />ICC#ESR-1413 <br />NEW CONC. SLAB <br />EX. RAISED FOUNDATION <br />EX. RAISED FOUNDATION <br />EX <br />. <br /> <br />R <br />A <br />I <br />S <br />E <br />D <br /> <br />F <br />O <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br />EX <br />. <br /> <br />R <br />A <br />I <br />S <br />E <br />D <br /> <br />F <br />O <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br />A5 <br />4 <br />A5 <br />5 <br />A5 <br />13' - 10" <br />11' - 3" <br />9' - 0" <br />1 <br />1 <br />1 <br />4x10 HDR4x6 HDR4x6 HDR <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x <br />6 <br /> <br />H <br />D <br />R <br />4x6 HDR <br />4x <br />1 <br />0 <br /> <br />H <br />D <br />R <br />N <br />2 <br />x <br />1 <br />0 <br /> <br />C <br />. <br />J <br />. <br /> <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />EX <br />. <br /> <br />2 <br />x <br /> <br />C <br />. <br />J <br />. <br /> <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />. <br />C <br />. <br />A5 <br />8 <br />A5 <br />9 <br />11 <br />A5 <br />EPOXY BASE PROCEDURE <br />1. DRILL HOLE 1/8 Ø LARGER THAN ANCHOR <br />2. CLEAN HOLE WITH BRUSH AND <br />COMPRESSED AIR <br />3. PLACE ROD AT BOTTOM OF HOLE OF SILL <br />Simpson Set XP Epoxy-Tie (ICC-ESR #2508) <br />4. GROUNT WITH FLOWABLE EPOXY FLUSH <br />TO TOP <br />5. DEPUTY INSPECTION REQUIRED FOR <br />PROPER HOLDOWN INSTALLATION AND <br />INTEGRITY OF (E) CONCRETE <br />6. ALLOW 24 HR. CURE BEFORE <br />TIGHTENING NUT <br />MINIMUM EMBEDMENTBOLT <br />DIAMETER <br />D <br />VERT. <br />ANCHOR BOLTS <br />HORIZ. <br />ANCHOR BOLTS <br />7"5" <br />7"5" <br />7"5" <br />8"6" <br />9"7" <br />10"8" <br />1/2" <br />5/8" <br />3/4" <br />7/8" <br />1" <br />1 1/8" <br />TYP. ANCHOR BOLTS <br />7 TYP. ANCHOR BOLTS <br />Project number <br />Date <br />Drawn by <br />Checked by <br />E-mail:skyaaconstruction@gmail.com <br />THIS DESIGN AND DRAWINGS, ARE <br />COPYRIGHT PROTECTED AND ARE <br />THE EXCLUSIVE PROPERTY OF AA SKY <br />CONSTRUCTION INC., THEY SHALL BE <br />NO USED, MODIFIED DUPLICATED IN <br />WHOLE OR IN ANY MANNER, NOR <br />ASSIGNED TO A THIRD PARTY WITHOUT <br />THE WRITTEN AUTHORIZATION <br />OF AA SKY CONSTRUCTION INC. <br />APPROVAL STAMP <br />OWNER <br />CONTACT PERSON <br />DESIGNER <br />AA SKY CONSTRUCTION INC. <br />2074 SILVERADO ST. <br />SAN MARCOS CA 92078 <br />LIC#1061749 <br />OFFICE 858 888 3752 <br />CELL 760 845 7697 <br />RAFAEL G LUJANO <br />E-MAIL: SKYAACONSTRUCTION@GMAIL.COM <br />CONSULTANTS <br />02-S-01 <br />FOUNDATION AND <br />FRAMING PLAN - ADD <br />0001 <br />2201 HALLADAY ST. <br />STA. ANA, CA 92707 <br />01-24-2024 <br />Luis L. <br />Verificador <br />NEW 132 SQ.FT. ADD <br />TO BE GAMEROOM <br />RAFAEL LUJANO <br />2201 HALLADAY ST. STA. ANA, CA 92707 <br />skyaaconstruction@gmail.com <br />+17608457697 <br />RAFAEL LUJANO <br />2201 HALLADAY ST. STA. ANA, CA 92707 <br />skyaaconstruction@gmail.com <br />+17608457697 <br />1/4" = 1'-0" <br />Foundation Plan1 1/4" = 1'-0" <br />Framing Plan2 <br />No. Description Date <br />2201 S Halladay St <br />9/24/2024