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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />— <br />°p <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />P <br />0 } <br />SPACING REQUIREMENTS <br />v <br />m W <br />aLL <br />� <br />y <br />rFM <br />V�m`, <br />N - Z <br />8"CMU WALL <br />O8" <br />CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />O <br />INFOUNDATION WITH 30" LEG EACH <br />0'-0"' <br />TOP OF SLAB <br />dl WAY AT ALL CHANGES IN DIRECTIONS <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />TOP OF SLAB <br />° <br />MATCH AMOUNT OF CONTINUOUS BARS <br />° <br />EXT. PORCH SLAB <br />° <br />SEE SLAB SCHEDULE° <br />.° <br />4"CHAMFER (1STORY) <br />EXT. PORCH SLABW/ <br />- VARIES <br />SEE SLAB SCHEDULETOP OF GARAGE <br />LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />12" ISOLATION <br />e <br />6" CHAMFER (2STORY) #3 18" <br />ER (15TORY)JOINT <br />=MR <br />(WHERE •�� <br />• <br />#4 2q" <br />W/12"ISOLATIONER(2-STORY)APPLICABLE) <br />z <br />SEE SCHEDULE <br />JOINT (WHERE <br />APPLICABLE)R <br />DULE30" <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE 36 <br />36ANTITY <br />SIZEDIFFERENT <br />NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />NUMBER OF BARS (w. 2 TO 3, PROVIDE 2 BARS), UNO <br />- <br />��EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />L SCALE:3/4"=1'-T <br />SCALE:3/4"=V-0" <br />CORNER BARS DETAIL <br />@ GARAGE <br />3 <br />GARAGE DOOR <br />SCALE: 3/4"=1'-0" <br />RECESS <br />U) <br />w W 8+ <br />w= <br />LAP TOP PLATE A MIN. OF 48" <br />N N <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CURB FOR <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />N?k- <br />MASONRY <br />UNITS SET <br />w <br />WALL W/ SYP <br />Z- <br />0^ AT ELEV: <br />w <br />d I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />0'-0" <br />j m NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />12'k9" WEDGE ANCHOR W!2" <br />O 0- SECURED W/2-PART <br />of <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />g I EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-12" EMBED. MIN. @ 16" OC <br />Q 8", UNO <br />SIMPSON SPH4 OR SPIES MAX. <br />Q 0 FOLLOW ALL MANE. <br />BTM AND TOP PLATE <br />=K SPECIFICATIONS FOR <br />rn 2 <br />ANCHORS W/10dx112" <br />RECESS AROUND GARAGE <br />312'DIAMETER CONC. <br />= m USE AND <br />I <br />Hm PREPARATION OF <br />C') 4 4 <br />COMMON NAILS FILL ALL N <br />HOLES, DO NOT USE 10d w <br />A DOOR OPENING <br />FILLED STEEL PIPE <br />6k6 METAL PLATE <br />BASE W/ 12"x6" <br />HOLE. <br />IZ a: <br />oO O} <br />x Y IxSEE SLAB SCHEDULE <br />Q <br />+- 0'-0" <br />ANCHOR BOLTS <br />TOP OF SLAB ° <br />° <br />CHAMFER (1 STORY) <br />4 <br />LAP TOP PLATE A MIN. OF 48" <br />6"CHAMFER (2-STORY) <br />° <br />AND NAIL W/ i COMMON <br />^ <br />NAILS, 2-ROWS,, 4" BTM. VERIFY HEIGHT <br />• ° a �° <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />EQ. EQ._--SEE SCHEDULE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />FOR WXD, BAR SIZE <br />WALL W/ SYP No 2 STUDS SEE <br />AND BAR QUANTITY <br />PLANS FOR SPACING. SINGLE <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />SLAB W/10d MASONRY <br />NAIL 16"O/C STAGGERED. <br />SCALE: 3/4"=1'-0" <br />(W/UPLIFT) <br />5 <br />6 SCALE: <br />ADDITIONAL METAL <br />SCALE: 3/4"=1'-0" <br />3/4"=1'-0" <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />w_ <br />m UPLIFT IS PRESENTof . <br />SLAB SCHEDULE <br />of <br />[SEE <br />TOP OF SLAB <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, <br />I I ` VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />-L 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 />E -• A ° <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />d ^ <br />EQ. EQ. EE SCHEDULE <br />BTM. PLATE TO BE PT. <br />SECURE T. PLATE TO <br />O } <br />FOR WxD, BAR SIZE <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />N <br />AND BAR QUANTITY <br />16' O/C STAGGERED. <br />4 W <br />ADDITIONALMETALNOT <br />m41r <br />INTERIOR CURB FOUNDATION WOOD WALL <br />CONNECTORS NOT <br />v a <br />O SCALE' 3/4"=1'-0" <br />(NO UPLIFT) <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />u! <br />O 8"CMU WALL <br />8'OCMUDFILLED CELLNTVP )P) <br />2X WALL FRAMING <br />TOP OF SLAB <br />° <br />SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STS2 BOLTS 5" <br />+- 0•-0^ <br />SEE SLAB SCHEDULE <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />Z <br />Z <br />GROUTED CELL, 4" FROM ENDS AND <br />w <br />"ISOLATED" COLUMN PAD <br />16" O.C. VERTICALLY MAX <br />° <br />- <br />CENTERED UNDER WALL <br />° <br />• ' <br />• POURED MONOLITHICALLY WITH <br />—� I WITH <br />------ FOUNDATION AND SLAB <br />I <br />SEE SCHEDULE <br />- <br />- SEE SCHEDULE <br />�FOR WxD, BAR SIZE <br />, / FOR WxD, BAR SIZE <br />`---5� <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />�/II.. <br />8"x8" MASONRY COLUMN W/ <br />INTERIOR FRAME BRIG WALL TO <br />(2)#5'S ARE DESIGNED TO BE <br />COMBINED EXTERIOR MONO- <br />PLACED IN CONTACT WITH <br />INTERIOR FOUNDATION <br />WOOD WALL <br />BLOCK WALL CONNECTION <br />THE INSIDE OF THE INTERIOR <br />9 SCALE 3/4"=1'-0" rNO UPLIFT <br />` ) <br />L FOOTING AND COL. PAD <br />I SCALE: 3/4"=1'-0" <br />II-- B EXTERIOR FACES OF THE <br />BLOCK AS SHOWNW/#5 <br />SCALE: 3/4"=1'-0" <br />DOWEL IN FOUNDATION. <br />❑ © l <br />�,,�DOUBLE FILLED CELL <br />1 G <br />SCALE: 3/4"=1'-0" <br />1RCX IT ECTS1 <br />6 <br />Design <br />GrouP-LLD <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407 7746078 <br />FAX: 407-774-4078 <br />w .abdasigngroup.00m <br />AA #: 0003325 / <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX 813-886-2802 <br />111111111111 <br />0111111111: <br />9UHDIV. de LOT-74 <br />SILVERADO <br />LOT #8 <br />BLK #10 <br />PROJECT# <br />03719.001-08101 <br />MODEL: <br />3278-JORDYN II <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />15 MPH <br />