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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />i <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />-- SPACING REQUIREMENTS <br />d� _ <br />52 <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />; .�•• a ' <br />1 •�' : ..' r'_ <br />GARAGE DOOR <br />RECESS <br />y <br />0y <br />8" CMU WALL <br />b <br />�, <br />8"CMU WALL <br />{I A CORNER BARS, SAME SIZE AS LARGER BAR <br />w w <br />4' <br />I <br />b I <br />; ;I. I . IN FOUNDATION WITH 30" LEG EACH <br />q <br />TOP OF SLAB <br />+ <br />TOP OF SLAB <br />a WAY AT ALL CHANGES IN DIRECTIONS <br />(... al SO THAT THE STEEL REINF. IS CONTINUOUS <br />4' <br />'•'a--'•"•-� ^• • <br />. MATCH AMOUNT Of CONTINUOUS 8AR5 <br />T I <br />CUR F <br />SEE LABS <br />S SCHEDULE <br />• 4 BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB 4" CHAMFER (I -STORY) <br />A <br />W/ #3 18' <br />•- •. <br />- <br />EXT. PORCH SLAB <br />I <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER <br />� I.I � I� <br />•" w. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�!/ <br />b' <br />MASONRRYY <br />UNITS SET <br />AT ELEV: <br />1/2" ISOLATION 8" CHAMFER (2-STORY) <br />JOINT (WHERE � .•#4 24" <br />W/ 1/2" ISOLATION .�� ,•�� <br />(1STORY) <br />8"CHAMFER (2STORY) <br />..'� <br />o'-a' <br />APPLICABLE) SEE SCHEDULE #5 3a' <br />JOINT (WHERE • • <br />APPLICABLE) 4. <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />! FOR MD, BAR SIZE <br />h AND BAR gUANOfY #8 38' <br />i <br />Z <br />FOR MD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />3/4"=1'-a' <br />U�2�EXTERIOR <br />SCALE:3/4'=1'-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />1SCALE <br />GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-a' <br />SCALE: 3l4"=1'-a' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />s <br />POURED CELL <br />6" CMU <br />LAP TOP PLATE A MIN. OF 48" <br />gc <br />COMMON <br />IL NAIL W1 I-O.C. <br />3 5 <br />#4 REBAR �24" 0 CENTER OF <br />NAILS, -ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />SLAB <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />eQ <br />a <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />x� <br />I <br />I <br />NEW REINF. BAR <br />SECURED W/2-PART <br />WALL W/SYP <br />No 2 STUDS SEE PLANS FOR <br />SPACING. ATE <br />SECURE ST. PLATE TO SLAB W/ <br />2" CAPPD <br />yy I <br />g EPDXY. MIN. EMBED <br />PROM EDEL. <br />TO BE PT. PROVIDE DBL. 70P <br />WEDGE ANCHOR W/ Z' <br />GALVANIZED PIPE <br />d 8" UNO <br />PLATE <br />WASH <br />5/2T IN HIGH STRENGTH <br />ALL F. <br />FOLLy D <br />EPDXY 5-1ER <br />EMBED. MIN. 0 16 OC <br />I• 1 CONC., REINF, W/ <br />W/FLANGE ®BASE <br />SPECIOW <br />CATIONS FOR <br />MAX. <br />W s <br />M 'T W" #10 V%NW ON <br />x I <br />USE AND <br />BTM AND TOP PLATED <br />. 6-MIL POLY ETHYLENE <br />§ <br />M <br />z 4„ PREPARATION OF <br />ANCHORS W/ 10d x 1 10 <br />COMMON NAILS FILL ALL <br />- VAPOR BARRIER ON <br />• 7' WELL -COMPACTED <br />SECURE FLANGE TO <br />HOLE. <br />HOLES, DO NOT USE 10d <br />rc <br />CLEAN FILL TERMITE <br />� 1 ;' TREATMENT SHALL BE <br />SLAB W/(4)1/4"X21/4" <br />m" ��� <br />x 3' <br />> <br />SLAB SCHEDULE <br />.a y' BORA-CARE <br />TAPCONS <br />4 <br />+ - ,-0„ <br />[SEE <br />' u D <br />. R¢' <br />TOP OF SLAB ... .. <br />(2) CONT. #4 REBAR <br />4" CHAMFER (I -STORY) <br />. <br />6" CHAMFER (2-STORY) <br />4 �.4 <br />1Y 4 F <br />2) #5 REBAR ON CHAIRS <br />1— <br />12" MIN. DEPTH INTO z 2,000 PSF VIRGIN SOILOR 96% <br />VIRGIN OR ENGINEERED SOIL fw COMPACTED SOIL <br />Eq. Eq. <br />SEE SCHEDULE <br />SLAB HEIGHT LESS THAN 3'S" in PER PUN <br />ADDING BAR TO <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />C <br />5 <br />7SCALE: 3/4"=1'-0" <br />sfo_���� <br />(W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />LAP TOP PLATE A MIN. OF 48' <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <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 WI PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />BTM, PLATE TO BE PT. <br />PLANS FOR SPACING. SINGLE <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />4/r <br />SLAB W/10d MASONRY <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />u <br />NAIL 12" O/C STAGGERED. <br />12" O/C STAGGERED. <br />4 a <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />qy <br />CONNECTORSNOT <br />CONNECTORSNOT <br />8" CMU WALL <br />REQUIRED WHEN NO <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />UPLIFT IS PRESENT. <br />i - 0' <br />rc[SEESLAB SCHEDULE <br />B TOP OF SLAB <br />.I• <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />TOP OF SLAB <br />+- '-0"1 <br />1 <br />- <br />':.4 <br />TOP OF SLAB <br />'4• <br />2!"ISOLATED" COLUMN PAD <br />,_ <br />tD CENTERED UNDER WALL AND <br />• •�_� . , �_ <br />- <br />-�.--•� POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />4. <br />S • <br />SEE SCHEd1LE <br />SEE SCHEDULE <br />/// FOR WAD, MR SIZE <br />FOR W%D, BAR SIZE <br />AND BAR QUANTITY <br />EQ. EQ. SEE SCHEDULE <br />AND BAR QUAMRY <br />FOR W%D, BAR SIZE <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO - <br />INTERIOR <br />FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />(NO UPLIFT) <br />&220�����SCALE:34"=1'-0 <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77443078 <br />FAX: 407-774.4078 <br />www.ebdwQMroup.com <br />AA #: 0003325 <br />h <br />pp <br />9 <br />p <br />aysasv 89 LOT: <br />ABBOTT PARK <br />LOT #5 <br />BLK #14 <br />PHASE 4C <br />PROJ=Tp <br />0418 . 4C-05 4 <br />MODZ a <br />4EWB <br />"1499-FREEPORT" <br />GARAGE 8TIMO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />pnDm <br />DATM 10/26/21 <br />wC,ft=: 1/4"=1'-0" <br />snmw <br />S1.1A <br />