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30" <br />MIN. EACH WAY <br />C <br />MONOLITHIC FOOTING <br />« .P <br />STE EL REINFORCING IN GROUTED <br />s CELL SEE PLAN FOR SIZE AND <br />_ <br />STEEL REINFORCING IN GROUTED•? <br />CELL SEE PLAN FOR SIZE AND <br />•� o• <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />..' ._ <br />GARAGE DOOR <br />RECESS <br />FM <br />•, <br />u <br />o a°i <br />.. CORNER BARS, SAME SIZE AS LARGER BAR <br />w <br />B' <br />p w <br />6" CMU WALL <br />> .ol FOUNDATION WITH LEG EACH <br />y m <br />5, e" CMU VVgLL, <br />b <br />d WAYIN <br />W AT ALL CHANGES IN DIRECTIONS <br />� <br />4. <br />b a <br />«_ 0'1Y' <br />' ..• SO THAT THE STEEL REINF, IS CONTINUOUS <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUWS BARS <br />? <br />TOP OF SLAB <br />... :.. ` <br />• SEE SLAB SCHEDULE <br />_ • VARIES <br />- <br />TOP OF GARAGE <br />Q' • I CONTINUOUS STEEL MONOLITHIC <br />� FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />/=p. AT ELEV: <br />EXT. PORCH SLAB BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />. , _•- <br />SEE SLAB SCHEDULE <br />' <br />0'-(" <br />#3 is, <br />ISO RE 6" CHAMFER (2-STORY) <br />EXT. PORCH SLAB <br />W/ 1f2" ISOLATION I • <br />4" CHAMFER (1STORY) <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />JOINT <br />NT <br />JOINT ERE ♦ • f/4 24" <br />APPLICABLE) SEE SCHEDULE <br />l a <br />JOINT (WA4ERE �, •! • ' <br />6" CHAMFER 2-STORY) <br />( h <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />F0RMD#5 3P <br />BAR SIZE <br />APPLICABLE) 4. <br />SEE SCHEMLE <br />FORMID BAR 512E <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />AND BARQUANRIY #6 3B' <br />AND BAR <br />AND BARQUANmY <br />#7 42' <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />CORNER BARS DETAIL <br />DOOR OPENING <br />1 <br />3 <br />A <br />4 <br />GARAGE <br />scALE:3r4=na <br />SCALE 34"=1'-0 <br />SCAIE 34"=1'-0' <br />El 1E <br />(1) #5 REBAR VERTICALLY W/COW <br />s w <br />POURED CELL <br />s <br />6" CMU <br />S <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 />z <br />LAP TO OCCUR OVER STUD OF WALL WH PLAN <br />NEW REINF. BAR <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL Wf SYP <br />No 2 STUDS SEE PLANS FOR <br />' <br />SECURED W/2-PART <br />SECURE ST. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />• <br />22 CAPPED <br />yw <br />MIN. EMBED <br />g I <br />1/2"xB" WEDGE ANCHOR Wf 2" <br />TOBEPT_ PROVIDE DBL TOP <br />_ <br />§ <br />GALVANIZED PIPE <br />a 8'P UNO <br />WASHER SET IN HIGH STRENGTH <br />iy 4" CONC., REINF. W/ <br />j 6"Ar #10 WWM ON <br />W/FLANGE @ BASE <br />i ii FOLLOW ALL MANF. <br />EPDXY 5-12" EMBED. MIN. 0 18' OC <br />SIMPSON SPH4 OR SPH6 MAX <br />8-MIL POLY ETHYLENE <br />s m SPECIFICATIONS FOR <br />I <br />BTM AND TOP PLATE <br />w <br />— VAPOR BARRIER ON <br />�I <br />b <br />USE <br />�8 <br />PREPARATION OF <br />ANCHORS W/1Odx 112 <br />s T0' WELL -COMPACTED <br />•) <br />w p d' C HOLE. <br />COMMON NAILS FILL ALL <br />CLEAN FILL TERMITE <br />HOLES, DO NOT USE tOd <br />111 TREATMENT SHALL BE <br />.. <br />SECURE FLANGE TO <br />x 3,• <br />SEE SLAB SCHEDULE <br />BORA-CARE <br />e��. <br />- <br />SLAB WH(4) 1/4" X 21/4" <br />; <br />..�,. <br />TAPCONS <br />(2) CONT. #4 REBAR <br />• PQC� <br />TOPp « . <br />OF SLAB , <br />h <br />—� <br />2) #5 REBAR CHAIRS <br />ON <br />4" CHAMFER (1STORY) <br />6" CHAMFER (2-STORY) <br />2,000 PSF VIRGIN SOIL OR 95%• <br />12" MIN. DEPTH INTO z <br />COMPACTED SOIL <br />�.• <br />VIRGIN OR ENGINEERED SOIL i 8 <br />H <br />SLAB HEIGHT LESS THAN 8S" O PER PUN <br />EQ. EQ. SEE SCHEMLE <br />FOR MD, BAR SIZE <br />EXTERIOR MONO DEEP <br />ADDING BAR TO <br />AND BAR QUANTITY <br />FOOTING W/ BLOCK WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />1A <br />F <br />(� <br />7 SCALE: 31,V=1'01' (W/ UPLIFT) <br />scALE: 314=1'-0^ <br />`" 30ALE: 3/4"=1'-0" <br />`• SCALEt 3/4"=1'-(T <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 />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4•' O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL Wf PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL Wf SYPSTUDS SEE <br />No 2SPACING <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />PA PLANS FOR SNG. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />NAIL 12" O/C STAGGERED. <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />12" O/C STAGGERED. <br />O <br />ADDITIONAL METAL <br />AOMETAL <br />CONNECTORSNOT <br />REQUIREDWHENN <br />CONNECTORSNOT <br />REQUIRED WHEN NO <br />O% <br />�i <br />B" CMU WALL <br />�; POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />•�••; B" CMU FILLED CELL (NP.) <br />b <br />Ie' _ TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />-a.SEE <br />SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />TOP OF SLAB <br />"ISOLATED" COLUMN PAD <br />16" O.C. VERTICALLY MAX <br />-� <br />CENTERED UNDER WALLAND <br />POURED MONOLITHICALLYWITH <br />FOUNDATION AND SLAB <br />4 ' <br />j SEE SCHEMLE <br />SEE SCHEDULE <br />FCR MD. BAR SIZE <br />EQ. EQ. SEE SCHEDULE'�jC� <br />FOR MD, BAR SIZE <br />AND BAR CUAMDY <br />L <br />AND BAR QUANITTY <br />FOR MD, BAR SIZE <br />ZI <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />$ INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALL <br />' SCALE 3/4"=r-a• (NO UPLIFT) <br />10 <br />OOTING AND COL. PAD <br />SCALE:34"=T-0 <br />BLOCK WALL CONNECTION <br />11 scALE: 34"=r-R' <br />scALE 3a"=1-v (NO UPLIFT <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774"4078 <br />wwW.abdesigngroup com <br />AA #: 0003325 <br />r°H <br />Q <br />b <br />C <br />0 <br />R <br />SV0DIV. de LOT. <br />ABBOTT PARK <br />LOT #1 BLK #14 <br />PHASE: 4C <br />04181.04C-01141 <br />HODZ I. <br />3EEB <br />"2260-EISTON" <br />GARAGE 8WENG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E <br />DI' TM 10/26/21 <br />SCALE: 1/4e=f-0" <br />SHEET <br />St. IA <br />