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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />rr • <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />1 <br />11 <br />° <br />e. •' <br />(L <br />SPACING REQUIREMENTS <br />rC <br />¢ <br />ro U <br />j <br />P <br />�v <br />GARAGE DOOR <br />W <br />W <br />... <br />'n <br />RECESS <br />_1 <br />v� FM <br />g� <br />IL Z <br />B' CMU WALL <br />O <br />8" CMU WALL <br />I r . f CORNER BARS, SAME SIZE AS BAR <br />W W <br />9' <br />O iO <br />#, <br />eS <br />6 Z <br />o I <br />IN FOUNDATION WITH 3a' LEG EACH <br />d <br />= <br />W t� <br />�a-0• <br />TOP OF SLAB <br />TOP OF SLAB <br />,. <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I � �• � � > � SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />?k <br />CURB FOR <br />EXT. PORCH S•' <br />VON <br />SEE SLAB SCHEDULE <br />CHAMFER (1STORY) BAR SIZE 48 BAR DtA <br />18' <br />EXT. PORCH SLABb°W/ <br />_VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />IL <br />I� _LL <br />'' o CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />�/� <br />f <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />12" ISOLATI <br />" CHAMFER (2STORY) <br />W/ UTISOLATION <br />•APPLICABLE)E <br />#4 24 <br />SCHEDULE <br />#5 34Y <br />JOINT (WHERE <br />APPLICABLE) <br />6:CHAMFER (2STORY)6JOINT(WHERE1-01 <br />•: j E SCHEDULE <br />Z d. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WXD, BAR SIZE„ <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />47• <br />r-,'N\EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />SCALE:34"_''� <br />2 @ GARAGE 5OA1� 3'"= - <br />%� <br />CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4 =1•-a• <br />LAP TOP PLATE A MIN. OF 46" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />W <br />2X4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q a <br />I <br />PLANS SINGLE <br />S to NEW REINF. BAR <br />BPLAOTE TO BE PT <br />O 4. SECURED W/ 2- PART <br />PROVIDE DBL TOP PLATE <br />SECURE ST. PLATE TO <br />2•' CAPPED <br />a g EPDXY. MIN. EMBED <br />SLAB W - MASONRY <br />GALVANIZED PIPE <br />-� Q W, UNO <br />STAGGERED. <br />WIFLANGE ®BASE <br />Q p FOLLOW ALL MANE.METAL <br />ADDITIONAL <br />Q I SPECIFICATIONS FOR <br />a0 USE AND <br />CONNECTORS NOT <br />REQUIRE D WHEN NO <br />o <br />PREPARATION OF <br />UPLIFT IS PRESENT.Z <br />HOLE. <br />W <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />w <br />Q <br />SLAB W/(4)111V X 21/4' <br />p._p. <br />TAPCONS <br />�QQ- <br />TOP OF SLAB —d-� <br />4" CHAMFER(1STORY) <br />6" CHAMFER (2-STORY) <br />- <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />8 <br />5 <br />6 <br />6DALE:&4'•=,'-0" <br />(NO UPLIFT) <br />6QALE.3/4•_,-0'• <br />SCALE: 3�4"=1'-0" <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2X4 OR 26 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/tOd MASONRY NAIL <br />0 <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />t <br />a�a <br />m U <br />CONNECTORS NOT <br />°� 3 <br />REQUIRED WHEN NO <br />m (1)IL <br />Z_ 6' CMU WALL <br />UPLIFT IS PRESENT. <br />LINTEL CONT. (TYP.) <br />b <br />g' CMU FILLED CELL (TYP.) <br />•_�~y <br />TOP OF SLAB <br />4 TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALLFRAMING <br />TOP OF SLAB <br />-d• <br />1POURED <br />12" DIA SIMPSON ST82 BOLTS S' <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4•• FROM ENDS AND <br />EXT. PORCH SLAB <br />(jam—T�� <br />` " - SEE SLAB SCHEDULE <br />^ 4"CHAMFER(1STORY) <br />Z W da <br />f > d <br />O a <br />d <br />W/ 1/7 ISOLATION <br />S' CHAMFER (2-STORY) <br />U <br />• <br />16' O.C. VERTICALLY MAX <br />JOINT (WHERE <br />♦ <br />a— <br />d♦ <br />8 <br />APPLICABLE) <br />Z MATCH STEEL <br />P971 <br />SEE SCHEDULE <br />6" PVC CHASE <br />'f REINFORCEMENT <br />PER SCHEDULE <br />6" PVC CHASE THRU FOOTING <br />FOR WXD,BAR SIZETHRU <br />FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />(DLINT�ERIOR <br />ALE:3/4"=1'-a' (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />12 <br />THRU FOOTING <br />11 <br />SCALE: 3/4'�t'-0 <br />SCALE: 3/4'=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX 407-774 4078 <br />www.abdesigngrouP.eom <br />AA C. 0003325 <br />R <br />h <br />O <br />M <br />666 <br />q <br />Q <br />till <br />I <br />2 <br />SVHDIV. ae LOT: <br />SILVERADO <br />LOT 26 <br />BLK 18 <br />PROJECT* <br />04128.002 26181 <br />MODEL& <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 81IING: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH <br />DATE:* 04/06/20 <br />SCALE 1/4"=1'—O" <br />SHEET <br />1111,. S1.IA <br />