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30" <br />MIN. EACH WAY <br />L <br />MONOLITHIC FOOTING <br />} <br />g <br />STEEL REINFORCING IN GROUTED <br />2 <br />^ <br />STEEL REINFORCING IN GROUTED <br />([— <br />CELLSEE PLAN FOR SIZE AND <br />Q o: <br />CELL SEE. PLAN FOR SIZE AND <br />} <br />d FW- <br />SPACING REQUIREMENTS <br />ro <br />SPACING REQUIREMENTS <br />_ ° <br />GARAGE DOOR <br />c6 <br />V <br />W <br />I <br />[[gdd <br />RECESS <br />J <br />a a�-�• <br />FM <br />y - z <br />8" CMU WALL <br />O N <br />8" CMU WALL <br />, . CORNER BARS, SAME SIZE AS LARGER BAR <br />I ft� <br />w w <br />B+ <br />O <br />Z <br />IN FOUNDATION WITH 30" LEG EACH <br />I- <br />w U <br />o <br />,_ p-0^ <br />$ I WAY AT ALL CHANGES IN DIRECTIONS <br />° <br />v7 <br />4. <br />TOP OF SLAB <br />LAB <br />TOP OF SLAB <br />I ... $O THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />° <br />CURB FOR <br />I °� <br />EXT. PORCH SLAB ° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR CIA. <br />4' CHAMFER (1-STORY) <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />g <br />I°: .la CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />< MASONRY <br />UNITS SET <br />�=0. AT ELEV: <br />W/ 1/2" ISOLATION <br />JOINT (WHERE . <br />6" CHAMFER (2STORY) 18" <br />*4 P4" <br />W/ 1/2" ISOLATIONCHAMFER <br />EXT. PORCH SLAB7AND <br />CHAMFER CRY) <br />(25TORY) <br />° <br />0'-0" <br />z <br />SEE SCHEDULE 30" <br />JOINT (WHEREAPPLICABLE) <br />APPLICABLE) <br />Z <br />SCHEDULE#5 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WAR, BAR SIZE <br />a#6T 3462"AR <br />XD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />%EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE:34"=1'-0" <br />SCALE: 3l4"=l'-U' <br />CORNER BARS DETAIL <br />PENING <br />@ GARAGE <br />3 <br />09� <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=l'-0" <br />LAP TOP PLATE A MIN. OF 48" — <br />LAP TOP PLATE A MIN. OF 48"----�..y <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD - / OF WALL W/ PLAN <br />w <br />I <br />2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />$ f/1 NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O 0, SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2"x9" WEDGE ANCHOR W/ 2" <br />BTM, PLATE TO BE PT. <br />W/FLANGE BASE <br />0_ <br />a 5 EPDXY, MIN. EMBED <br />TO BE PT. PROVIDE DBL, TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />8, UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 18" OC <br />ABWI10d MASONRY <br />0 <br />6 O FOLLOW ALL MANF. <br />2 <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 18" O/C STAGGERED. <br />N <br />M <br />5 SPECIFICATIONS FOR <br />q) <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />2 USE AND <br />I <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />H PREPARATION OF <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />A-wo <br />SLAB W/(4) 1/4" X 21/4" <br />HOLE. <br />w <br />N <br />HOLES, DO NOT USE 10d w <br />T. <br />UPLIFT IS PRESENT.TAPCONS <br />x 3" CL SEE SLAB SCHEDULE <br />K SEE SLAB SCHEDULE <br />= <br />�O <br />P OF SLAB . <br />OSLAB <br />4" CHAMFER (1-STORY) <br />�— � <br />6" CHAMFER (2-STORY) <br />° <br />° .a•° <br />EQ. EQ, EE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />�� BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />6GALE:34'=,'-0' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />�p�INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE: 3/4"=1'-0" (W� UPLIFT) <br />8 SCALE: 3/4"=1'-0" (NO UPLIFT) <br />SCALE: 3/4"=l'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL 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 W/ PLAN <br />SPACING REQUIREMENTS <br />z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />a- <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />G¢: <br />m w <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />C� <br />a a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0_ tq <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />•' 0'-0" <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP ) <br />TOP OF SLAB <br />'+0' <br />SEE SLAB SCHEDULE <br />! - <br />2X WALL FRAMING <br />f SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />�- p-p" <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />. n° <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />° <br />�� POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />Z . <br />FOR WxD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />� <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />OU <br />INTERIOR FOUNDATION WOOD WALL <br />,,, FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />`� SCALE: 3/4"=1'-0" (NO UPLIFT) <br />'0 <br />SCALE: SM"=1'-0" <br />SCALE: 314"=V-0" -- <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-7744078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003325 A <br />4 <br />6 <br />o <br />stmD2V. to LAT <br />SILVERADO <br />LOT #41 <br />BLK #18 <br />PROJECT# <br />0412 .002-41181 <br />HODELa <br />4EBB <br />"1828-CALI" <br />GARAGE 8wsxG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />