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30" <br />MIN. EACH WAY <br />c <br />MONOLITHIC FOOTING <br />Z <br />. °v <br />g <br />STEEL REINFORCING IN GROUTED <br />E <br />^ <br />STEEL REINFORCING IN GROUTED <br />_ <br />CELL SEE PLAN FOR SIZE AND <br />Q <br />80- <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />> <br />o a. z <br />SPACING REQUIREMENTS <br />LLj <br />m(W <br />. % <br />J <br />< <br />FM <br />.o <br />f <br />N Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />. CORNER BARS, SAME SIZE AS LARGER BAR <br />O to <br />IN FOUNDATION WITH 30" LEG EACH <br />o•� <br />+- 0'-0" <br />`� <br />+- 0-0" <br />. <br />$ WAY AT ALL CHANGES IN DIRECTIONS <br />° - TOP OF SLAB <br />� ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />°I <br />EXT. PORCH SLABVAN <br />SEE SLAB SCHEDULE~ <br />BAR SIZE 48 BAR DIA. <br />" CHAMFER (1-STORY) <br />• <br />PORCH <br />- V IES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />° ILL° ,ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/2" ISOLATION <br />(WHERE <br />" CHAMFER (2-STORY) #3 18" <br />#q yq" <br />SLAB <br />W/ 1/2" ISOLATION <br />W/ I <br />4"CHAMFER (1-STORY)JOINT <br />' 6" CHAMFER (2-STORY)APPLICABLE) <br />iE <br />SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />Z - <br />° <br />• • EE SCHEDULEWxD, <br />° <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR SIZE <br />qS 36" <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY <br />- <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />iv <br />� <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 <br />SCALE:3/4"=V-0" <br />@GARAGE SCALE:3/4"=V-0" <br />BARS DETAIL <br />(D_CORNER <br />SCALE: 314"=V-a' <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 48"RECESS <br />dw2u <br />AND NAIL WI 16d COMMON <br />NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT <br />rn 9 <br />LA TO OCCUR OVER STUD OF WALL W/ PLAN <br />Lu W <br />Lu U <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />u <br />u1 <br />W I <br />o a <br />WALL W/ SYP <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />CURB FOR <br />MASONRY <br />O as NEW REINF, BAR <br />SECURED W! 2- PART <br />SPACING. SINGLE BTM. PLATE 1/2"x8" WEDGE ANCHOR W/ 2" <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />UNITS SET <br />7:0„ AT ELEV' <br />2" CAPPED <br />a 5 I EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />GALVANIZED PIPE <br />8", LINO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE @ BASE <br />Qa <br />O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />2 <br />enK SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 112" <br />o <br />= USE AND <br />COMMON NAILS FILL ALL <br />PREPARATION OF <br />HOLE. <br />HOLES, DO NOT USE 10d w <br />0: <br />x 3" w SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />W <br />RECESS AROUND GARAGE <br />B)1/4 X21/4" <br />.QO <br />�� DOOR OPENING <br />TAPCONSLAB <br />TOP OF SLAB .. <br />4"CHAMFER (1-STORY) <br />°`- <br />6" CHAMFER (2-STORY) <br />•: :�. <br />LAP TOP PLATE A MIN. OF 48" <br />EQ. EQ. SEE SCHEDULE <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. <br />FOR WxD, BAR SIZE <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />FOUNDATION <br />WALLW/SYP No2STUDSSEE <br />SCALE: 3/4"=1'-0" <br />MONOLITHIC <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 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORSNOT <br />REQUIRED WHEN NO <br />W UPLIFT IS PRESENT. <br />LA TOP PLATE A MIN. OF 48" <br />SEE SLAB SCHEDULE <br />AND NAIL W/ 16d COMMON <br />< <br />NAILS, 2-ROWS, 4" O/C 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 />TOP OF SLAB <br />SPACING REQUIREMENTS <br />~ �� - P <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />•�,_ , n <br />WALL WI SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/1 Id MASONRY NAIL <br />0- <br />4 <br />• a ° <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />< W <br />ADDITIONAL METAL <br />m U <br />EQ. EQ. EE SCHEDULE <br />CONNECTORS NOT <br />co- <br />FOR WXD, BAR SIZE <br />REQUIRED WHEN NO <br />Vi <br />O <br />8" CMU WALL <br />AND BAR QUANTITY <br />UPLIFT IS PRESENT. <br />M� <br />+-0,-0. <br />POURED LINTEL CONT. (TYP.) <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8"CMU FILLED CELL(TYP.) <br />'•'° <br />_ <br />_ TOP OF SLAB <br />I° <br />8 5°ALE: 3/""=,'-0•' (NO UPLIFT) <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- 0'-0' <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON ST82 BOLTS 5" <br />TOP OF SLAB <br />Z <br />a <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />y ` <br />_ <br />POURED MONOLITHICALLY WITH <br />• <br />— — — FOUNDATION AND SLAB <br />B' VARIES B' <br />SEE SCHEDULE <br />T„j, SEE SCHEDULE <br />3' <br />FOR WxD, BAR SIZE <br />J FOR WxD, BAR SIZE <br />3. <br />c AND BAR QUANTITY <br />X AND BAR QUANTITY <br />INTERIOR <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />d C <br />(NO ) UPLIFT <br />0 <br />FOOTING AND COL. PAD <br />�� BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />1 I SCALE: 3/4"=1'-0" <br />IilYscoer. Y� <br />mL <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: V=V-0" <br />A N C N I T! C T 8 <br />6 <br />Gm i In <br />41 N. RONALD REAGAN BL1 <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdasigngroup.eom <br />AA #: 0003325 <br />yk <br />h <br />Chi <br />O <br />yh <br />R <br />aysDly at LOT, <br />SILVERADO <br />LOT: 19 <br />BLK: 14 <br />PROJECT# <br />03719.000-19141 <br />MODEL' <br />"2045-LANTANA° <br />GARAGE 8TRIJG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP <br />