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EACH MW. EACH WAY <br />MONOLITHIC FOOTING <br />.. sq <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />(['��`PFM <br />CELL SEE PLAN FOR SIZE ANDCELL <br />SEE PLAN FOR SIZE ANDj <br />I.SPACING <br />REQUIREMENTS <br />SPACING REQUIREMENTS111GARAGE <br />7 <br />DOOR <br />.. <br />RECESS <br />y <br />� <br />� <br />] <br />O e"CMU WALL <br />s <br />�, 8"CMU WALL <br />I .. CORNER BARS, SAME SIZE AS LARGER BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />y <br />a. <br />9-V <br />B WAY AT ALL CHANGES IN DIRECTIONS <br />. ,-0, <br />TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />�—CUREI <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />FOR <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4" CHAMFER (1STORY) <br />#3 18' <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB CHAMFER(I-STORY)0'-0" <br />I•Is I� CONTINUOUS STEEL MONOLITHIC <br />� FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />>p, AT ELEV: <br />W/ 1/2" ISOLATION ., 8'CHAMFER (2-STORY) <br />JOINT (WHERE �{ # ' #4 44 <br />4 <br />WI 112"ISOLATION 6" CHAMFER (2-STORY) <br />APPLICABLE) i SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) 4. SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i FOR WxD, BAR SQE <br />'� <br />i FOR M BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />}u AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie, 2 TO 3, PROVIDE 2 BARB), LINO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />%2�EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 scALE:3/a"=1'-a' <br />@ GARAGE BQAF:34"=''-0 <br />3 <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-9' <br />SCALE: 3/4"=1'l' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w POURED CELL <br />S a 8" CMU <br />#4 REBAR @24" O.C. CENTER OF <br />LAP TOP PLATE A MIN. OF 48" <br />SLAB <br />AND NAIL W! 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />i <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />- <br />�, 9 NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />E BT. PLATE TO SLAB W/ <br />SECURED W/2-PAR T <br />SPACING. SINGLE BTM. PLATE 7rz"x9'RWEDGE ANCHOR W/ " <br />a• , <br />§ <br />2"CAPPED <br />� °� I EPDXY. MIN. EMBED <br />PONE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />h 4" GONG, REINF. W/ <br />GALVANIZED PIPE <br />EPDXY 5-12" EMBED. MIN. 16' OC <br />71 7 6'k6" #10 WWM ON <br />6-MIL POLY ETHYLENE <br />W/FLANGE BASE <br />FOLLOW ALL MANF. <br />5 SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAX. <br />VAPOR BARRIER ON <br />= T USE AND <br />d I PREPARATION OF <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x 1 112' <br />WELL -COMPACTED <br />� <br />� � 4 a HOLE. <br />COMMON NAILS FILL ALL <br />CLEAN FILL TERMITE <br />HOLES, DO NOT USE 10d <br />s 111 TREATMENT SHALL BE <br />_e <br />SECURE FLANGE TO <br />x 3„ p SEE SLAB SCHEDULE <br />s <br />jI S BORA-CARE <br />..14 ,ram.• <br />fL (2) CONT. #4 REBAR <br />SLAB W/(4) 1/4" X 2 1/4" <br />TAPCONS <br />°t 4�0 <br />rc <br />SLAB <br />I` <br />1(2)#5 <br />—� s e <br />�l a .• ' REBAR ON CHAIRS <br />III—T^ <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />PST VIRGIN SOIL OR 95% <br />12" MIN. DEPTH INTO _ <br />COMPACTED <br />� COMPACTED SOIL <br />VIRGIN OR ENGINEERED SOIL <br />>n <br />SLAB HEIGHT LESS THAN T-6" pER pLµ <br />EQ. EQ. SEE SCHEDULE <br />FOR MD, BAR SIZE <br />EXTERIOR MONO DEEP <br />ADDING BAR TO <br />BA <br />AND R QUANTITY <br />FOOTING W/ BLOCK WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />r��INTERIOR CURB FOUNDATION WOOD WALL <br />1A <br />C <br />c <br />V <br />T 6°ALE:34"=,'-p {W/ UPLIFT) <br />SCALE: 3/4"=V-0 <br />SCALE'3/4"=1'-9' <br />SCALE:34"=1'-0 <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />NAILS, 2-ROWS, 4" O/C BTM, <br />LAP TO OCCUR OVER STUD OF WALL W! PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />P <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT, <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />4 <br />WALL W/SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />3 <br />f <br />SLAB W/10d MASONRY <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />PROVIDE DBL TOP PLATE SLAB W/10d MASONRY NAIL <br />NAIL 12' O/C STAGGERED. <br />12' O/C STAGGERED. <br />g u <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />y <br />CONNECTORS NOT <br />CONNECTORS NOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />z <br />+-0'-Ir','e„ <br />�8"CMU FILLED CELL (TYP.) <br />w <br />rc SLAB SCHEDULE <br />- 2X WALL FRAMING <br />TOP OF SLAB <br />Ii `+ <br />[SEE <br />+_ 0'-0" <br />SEE SLAB SCHEDULE <br />j,�,`�,—�'�'''�' <br />SEE SLAB SCHEDULE <br />112" DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />—"�� <br />*- 0'-0" <br />i <br />i <br />` <br />'' MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />° <br />POP SLAB 4. <br />'a <br />to <br />"ISOLATED" COLUMN PAD <br />4 ° CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />° e <br />° <br />— POURED MONOLITHICALLY WITH <br />FOUNDATIONAND SLAB <br />e. <br />SEE SCHEDULE <br />SEE SCHE WLE <br />FOR Wxp, BAR SIZE <br />FOR MD, BAR SIZE <br />1 <br />� AND MR QUANff�Y <br />. <br />EQEQ. SEE SCHEDULE <br />AND BAR QUANTITY <br />L <br />FOR MD, BAR SIZE <br />AND SARQUANTRY <br />T' <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />$ <br />9 SCALE: 3/4"=l'-0" (NO UPLIFT) <br />10 <br />SCALE:34"=1'-0" <br />11 SCALE 3/4"=1'0 <br />SCALE 34""'�' (NO UPLIFT) <br />1 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX 407-774.4078 <br />www.abdeslgngroLip.com <br />AA #: 0003325 <br />C <br />O <br />OtTODiv ek LOT <br />ABBOTT PARK <br />LOT #18 BLK, #12 <br />PHASE: 4C <br />PROJEC' <br />04181.04C-18121 <br />MODEla <br />4EBB <br />"1828—CALI" <br />GARAGIC OWING: <br />RIGHT <br />PADS: <br />DETAILS <br />16 H C <br />ROLAPD A ABOLCHACRA <br />AR NO 93723 A <br />DA&�.. 2/04/22 <br />SCPJ ::1/4"=V-0" <br />2*1m= <br />S1.1A <br />