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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />t <br />Z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />z <br />o: <br />.I, <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />- <br />s <br />n• <br />0 <br />SPACING REQUIREMENTS <br />I i - ° °- <br />. ,e <br />¢ <br />SPACING REQUIREMENTS <br />O <br />W <br />�— <br />�e <br />GARAGE DOOR <br />RECESS <br />�d�.:� <br />•FM <br />mU <br />z <br />8" CMU WALL <br />O N <br />¢ 8"CMU WALL <br />I , . CORNER BARS, SAME SIZE AS BAR <br />w w <br />6• <br />Z <br />m <br />+- 0'-0" <br />° .) IN FOUNDATION WITH 30" LEG EACH <br />a <br />W U= <br />rn <br />i <br />.- U-0' <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />•� "( <br />N <br />j,/"'��~ <br />��� TOP OF SLAB <br />,••--........ ..=.y.- <br />I ,., - SO THAT THE STEEL REINF. IS CONTINUOUS\_CURB <br />I MATCH AMOUNT OF CONTINUOUS BARS <br />° <br />el <br />FOR <br />.± <br />• <br />EXT PORCH SLAB <br />W/ 1l2" ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (,STORY) <br />18" <br />EXT. PORCH SLAB <br />I / - VARI <br />III///fff SEE SLAB SCHEDULE' TOP OF GARAGE <br />4" CHAMFER -STORY) <br />LL <br />Ig CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />- MASONRY <br />UNITS SET <br />Zip. AT ELEV: <br />JOINT (WHERE tr. '� <br />6" CHAMFER (2-STORY) <br />pq yq^ <br />ISOLATION <br />(I <br />' 6" CHAMFER (2STORY) <br />.. <br />0'-0" <br />APPLICABLE) Z <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />JO NT" <br />APPLICABLE) <br />Z <br />• • EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />36' <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (i•. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />TERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />GA <br />GARAGE SCALE:314"=V-0" <br />CORNER BARS DETAIL <br />G)qo OR OPENING <br />SCALE: 3/4"=V-0" <br />SCALE: 3�4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48"' <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. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />W <br />O a I <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ BY <br />2x4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />> m NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />2" CAPPED <br />O SECURED W/2-PART <br />SPACING. SINGLE BTM. PLATE <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />WlFLANGE BASE <br />= <br />a EPDXY. MIN. EMBED <br />TO BE PT, PROVIDE DBL. TOP 1@"x9' WEDGE ANCHOR W/2" <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />J Q 8", UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 0 IS' OC <br />SLAB WI10d MASONRY <br />FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />K SPECIFICATIONS FOR <br />_ I USE AND <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />f- PREPARATION OF <br />ANCHORS W/ , Od x 1 1 /2" <br />REQUIRED WHEN NO <br />SECURE FLANGE TO <br />C7 � HOLE. <br />COMMON NAILS FILL ALL � <br />T. <br />N UPLIFT IS PRESENT. <br />SLAB W/(4) ,/4" X 2 i/4" <br />W ix <br />HOLES, DO NOT USE 10d W <br />W <br />TAPCONS <br />-� b o {, <br />x 3 SEE SLAB SCHEDULE <br />cc SLAB SCHEDULE <br />c� QO <br />_ ¢ <br />_ <br />¢ <br />P <br />TOP OF SLAB �� : , ., <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />�; <br />6" CHAMFER (2-STORY) <br />•.�- <br />Vie_ _° <br />° <br />e <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE 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 />5 <br />SCALE:34"=,'-0" <br />MONOLITHIC <br />FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />6 <br />SCALE: 3/4"=,'-0" (W/ UPLIFT) <br />$ SCALE: 3/4"=V-0" <br />(NO UPLIFT) <br />SCALE: 3/4"=,'-0' <br />LAP TOP PLATE A MIN. OF 48" —�•� <br />AND NAIL WI 16d COMMON <br />NAILS, 2-ROWS, 4" OIC BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL WI SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />Q a <br />BTM. PLATE TO BE PT. <br />SECURE 8T. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />p <br />PROVIDE OBL. TOP PLATE <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />Lu <br />CONNECTORS NOT <br />n <br />REQUIRED WHEN NO <br />K cb C <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />n <br />0'-08" <br />CMU FILLED CELL (TYP.) <br />° <br />_TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />IGROUTED <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />- 0- <br />SEE SLAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />TOPOF SLABy <br />CELL, 4" FROM ENDS AND <br />,a. <br />"ISOLATED" COLUMN PAD <br />16" O.C. VERTICALLY MAX <br />CENTERED UNDER WALL AND <br />•y <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />/ FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION <br />WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />,,, <br />I 0 <br />4 1 <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=,'-0" <br />Ii N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX- 407-774-4078 <br />www.abdosigngroup.com <br />AA M: 0003325 <br />'a <br />Q <br />✓T <br />yg <br />S <br />NJ <br />aXMDIV. de LOOT: <br />ABBOTT PARK <br />LOT #17 <br />BLK. #10 <br />PROJECT <br />04181.00t-17101 <br />HODELa <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE DWINO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DAarr 4/29/20 <br />aCA=: 1/4"=1'-0" <br />B*MOT <br />S1.1A <br />