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30" <br />MIN. EACH WAY <br />c <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />_d IL <br />a <br />0 <br />CELL SEE PLAN FOR SIZE AND <br />�•� ° <br />0 O. <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />a <br />W <br />Ix <br />�a <br />Ky <br />Q <br />` FM <br />", <br />w 0- Z <br />° m <br />8" CMU WALL <br />O <br />S' CMU WALL <br />' r CORNER BARS, SAME SIZE AS LARGER BAR <br />I I <br />I <br />i <br />Z <br />IN FOUNDATION WITH 30" LEG EACH <br />�- <br />CQj <br />+. '-(Y' <br />r r--' TOP OF SLAB <br />+- 0'-0' <br />TOP OF SLAB <br />$ ! WAY AT ALL CHANGES IN DIRECTIONS <br />I ,,, SO THAT THE STEEL REINF. IS CONTINUOUS <br />,.�r-.�.-i <br />MATCH AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />, <br />- V IES <br />., SEE SLAB SCHEDULE TOP OF GARAGE <br />I f <br />" o. I ! .ILL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/2' ISOLATION <br />JOINT (WHERE q <br />S' CHAMFER (2-STORY) #3 IS, <br />#4. 24" <br />EXT. PORCH SLAB <br />W/ 1!Z' ISOLATION <br />4" CHAMFER (1STORY) <br />� � IT' CHAMFER (2STORY) <br />APPLICABLE) zSEE <br />SCHEDULE <br />JOINT(WHERE <br />�3---•i• EESCHEDULEOR <br />WxD, BAR SIZE30'APPLICABLE) <br />„ <br />4. <br />FOR MD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />ND BAR QUANTITY <br />g <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />#7 42' <br />' <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />,, <br />U2,"�EXTERIOR <br />ALE: 3l4••=1-a' <br />@GARAGE SCALE: 3/4•'=T-0" <br />CORNER BARS DETAIL <br />LAP TOP PLATE A MIN, OF 48•' <br />GARAGE DOOR <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />W RECESS <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />j <br />N <br />W 8+ <br />PROVIDE <br />W <br />214 OR 2x6 WOOD BEARING BLOCKING <br />W LSD <br />WALL W/ SYP <br />V) y <br />0 a I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />S co NEW REINF. BAR <br />O SECURED W/2- PART <br />SPACING. SINGLE BTM. PLATE lfZW' WEDGE ANCHOR W/ 2' <br />TO BE PT. PROVIDE DBL. TOP <br />CURB FOR <br />MASONRY <br />T CAPPED <br />6�. I EPDXY. MIN. EMBED <br />WASHER SET IN HIGH STRENGTH <br />PLATE EPDXY 5-1/2" EMBED. MIN. 016' OC <br />UNITS SET <br />GALVANIZED PIPE <br />8• <br />Q ', UNO <br />SIMPSON SPH4 OR SPH6 MAX. - <br />`" �Lp+ AT ELEV: <br />W/FLANGE 0 BASE <br />o FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />Lp SPECIFICATIONS FOR <br />ANCHORS W/ tOd x 110 <br />_ USE AND <br />COMMON NAILS FILL ALL to <br />PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />Z w HOLE. <br />x 3' w SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />ul <br />a <br />SLAB W/(4) 1/4" X 21/4" <br />+- .Q' <br />RECESS GARAGE <br />TAPCONS <br />TOP OF SLAB 7 � � <br />AROUND <br />QQ° <br />Q <br />� <br />�� DOOR OPENING <br />4" CHAMFER 11STORY) <br />8'•CHAMFER (2STORY) <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />LAP TOP PLATE A MIN. OF 46' <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS,4"O/CSTM. VERIFY HEIGHT <br />MONOLITHIC <br />FOUNDATION <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />' SDALE: 3/4 =,'-0 <br />5 BOLLARD <br />6 <br />(W/UPLIFT) <br />2x4 OR 2x6 WOOD GEARING PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />NAIL 1S• OIC STAGGERED. <br />ADDITIONAL METAL <br />LAP TOP PLATE A MIN. OF 48' <br />CONNECTORS NOT <br />AND NAIL W/ 16d COMMON <br />REQUIRED WHEN NO <br />NAILS, 2-ROWS, 4•' O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />L/1 UPLIFT IS PRESENT. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />W <br />SPACING REQUIREMENTS <br />SLAB SCHEDULE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />Q <br />WALL WI SYP No 2 STUDS SEE <br />[SEE <br />+` 0'-!Y' <br />PLANS FOR SPACING. SINGLE <br />Q <br />TOP OF SLAB _ <br />BTM. PLATE TO BE PT. <br />PROVIDE <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />y. <br />DBL TOP PLATE <br />18' OIC STAGGERED. <br />Q W <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />O <br />e. <br />REQUIRED WHEN NO <br />w <br />e <br />UPLIFT IS PRESENT. <br />O <br />8•' CMU WALL <br />Z <br />+- 55 <br />POURED LINTEL CUNT. (TVP.) <br />EQ. EQ. EE SCHEDULE <br />8" CMU FILLED CELL (TYP.) <br />FOR WxD, BAR SIZE <br />TOP OF SLAB <br />~SEE <br />IF."HEDULE <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />W <br />AND BAR QUANTITY <br />-0" <br />SLAB SCHEDULE <br />1/2•'DIA. 6IMPSON STB2 BOLTS 6" <br />INTERIOR CURB FOUNDATION WOOD WALL <br />TOPOF SLAB <br />c• <br />Z <br />- e , <br />MINIMUM EMBEDMENT INTO <br />8 SCALE: 3/4"=1'-0'• (NO UPLIFT) <br />•°��•� <br />"ISOLATED"COLUMN PAD <br />GROUTED CELL, 4•'FROM ENDS AND <br />• <br />CENTERED UNDER WALL AND <br />le' O.C. VERTICALLY MAX <br />-�POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />°:?.j FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />E' VARIEB D' <br />S' <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />3' <br />SDALE:3/4"=,'-0 (NO UPLIFT) <br />,,, <br />1 V <br />FOOTING AND COL. PAD <br />SCALE: 3/4"=1'-0" <br />�� BLOCK WALL CONNECTION <br />�c <br />1 1 SCALE: 3l4''=1'-(Y' <br />olwmrr. ��� <br />F <br />SHOWER RECESS FOOTER <br />12 <br />IS29 <br />SCALE: <br />rA I C N IT N C TA-1 <br />6 <br />GrouOn <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32780 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.00m <br />L AA M: 0003325 <br />OUNDIV. & LOTS <br />SILVERADO <br />LOT #19 <br />BLK. #13 <br />PROJECT/1 <br />03719.000-19131 <br />MODEL: <br />"2558—HAWTHORNE" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />IE <br />A W.LE: 1/28CA1/4"=1'-0" <br />Rum <br />I'IEET <br />S1.1A <br />