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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />}} <br />.I <br />�� <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />_. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />(1 <br />t <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />��•• sTv + <br />In <br />... <br />r�r <br />FM_' <br />y Z <br />8"CMU WALL <br />O <br />8" CMU WALL <br />I , f CORNER BARS, SAME SIZE AS LARGER BAR <br />Om <br />_ <br />to Z <br />IN FOUNDATION WITH 30" LEG EACH <br />el <br />*- 014' <br />dk WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLOB <br />TOP OF SLAB <br />I , SO THAT THE STEEL REINF. IS CONTINUOUS <br />.--.5.-.-.,.-. • <br />MATCH AMOUNT OF CONTINUOUS BARS <br />... <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />4"CHAMFER (ISTORY) <br />, <br />- . - VARIES <br />1 TOP OF GARAGE <br />�' •. SEE SLAB SCHEDULE <br />o I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />/1'ISOLATION,,6CHAMFER(2STORY) <br />W�2'ISOLATIONJOINT(WHERE. <br />4" CHAMFER (1STORY) <br />-� 6' CHAMFER (2STORY)APPLICABLE) <br />2 <br />MBAR <br />SEE SCHEDULE <br />Z#7 <br />JOINT(WHEREaEE <br />APPLICABLE) <br />z <br />, <br />SCHEDULEWHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR MD, BAR SIZE <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 (ie. 2 TO 3, PROVIDE 2 BARS), LNG <br />r�EXTERIOR MONO -FOOTING <br />r.�EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />GARAGE SQALE.3/'-�-°' <br />CORNER BARS DETAIL _ <br />, <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />t GARAGE DOOR <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />('k RECESS <br />QO <br />LAP TO OCCUR OVER STUD OF WALL W/PLAN <br />g 7 <br />o, W B+ <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />W SUU <br />N N <br />o a <br />I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W! <br />> ✓n NEW REINF. BAR <br />00. SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />TO BE PT. PROVIDE DEL. TOP WASH' WEDGE ANCHOR W! 2" <br />WASHER SET IN HIGH STRENGTH <br />CURB FOR <br />MASONRY <br />2" CAPPED <br />a 5 EPDXY. MIN. EMBED <br />PLATE EPDXY 6.1A" EMBED. MIN. ® 16' OC <br />UNITS SET <br />GALVANIZED PIPE <br />SIMPSON SPH4 OR SPH6 MAX. <br />Z'D+ AT ELEV: <br />WIFLANGE Cl BASE <br />a O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />a_a, <br />a' SPECIFICATIONS FOR <br />ANCHORS W/ tOtl x 1 1A' <br />o <br />u) ( USE AND <br />COMMON NAILS FILL ALL <br />PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />HOLE, <br />x 3' Of SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />a <br />SLAB W/(4)1/4" X 21/4" <br />+� V-0' <br />RECESS AROUND GARAGE <br />TAPCONS <br />TOP OFSLAe ._ _�...: <br />DOOR OPENING <br />P�Q° <br />• <br />4" CHAMFER (1STORY) <br />°� <br />SCALE: 3/4"=1'-0" <br />6" CHAMFER (2-STORY) <br />EQ. EQ, SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />LAP TOP PLATE A MIN. OF 46' <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <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 />7 SCALE: 34"=1-0 <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />5 <br />6 <br />(W/ UPLIFT) <br />2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE SECURE BT. PLATE TO <br />SLAB W/1 Od MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />LAP TOP PLATE A MIN, OF 46' <br />CONNECTORS NOT <br />AND NAIL W/ 16d COMMON <br />REQUIRED WHEN NO <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />In UPLIFT IS PRESENT. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />W <br />Fr <br />im <br />SPACING REQUIREMENTS <br />SEE SLAB SCHEDULE <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />a <br />WALL W/ SYP No 2 STUDS SEE <br />+- 0'-0' <br />TOP OF SLAB <br />PLANS FOR SPACING. SINGLE <br />SECURE PLATE TO <br />_ <br />IL <br />BTM. PLATE TO BE PT. <br />ST. <br />SLAB W110d MASONRY NAIL <br />a <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />ui <br />- <br />�y <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />O <br />< <br />_4. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />y <br />O <br />6' CMU WALL <br />Z <br />{' U'-D" <br />POURED LINTEL CONT. (TYP.) <br />EQ. EQ. EE SCHEDULE <br />8" CMU FILLED CELL (TYP.) <br />FOR WxD, BAR SIZE <br />TOP OF SLAB <br />I <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />AND BAR QUANTITY <br />+. r-0' <br />SEE SLAB SCHEDULE <br />1A'DIA.SIMPSONSTB2BOLTS 5" <br />116'O.C. <br />INTERIOR CURB FOUNDATION WOOD WALL <br />o"ISOLATED" <br />TOP OF SLAB ' <br />� <br />Z <br />'- ♦ , <br />MINIMUM EMBEDMENT INTO <br />V SCALE: 3/4"=T-O" <br />(NO UPLIFT) <br />e°�• <br />COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />e <br />CENTERED UNDER WALL AND <br />VERTICALLYMAX <br />--��� POURED MONOLITHICALLY WITH <br />„ <br />-- - - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />" <br />SEE SCHEDULE <br />FOR WXD, BAR SIZES <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />e' <br />a VARIES3. <br />INTERIOR FOUNDATION WOOD WALL <br />9 SCALE:3/4'=1'-0' <br />UPLIFT) <br />SFE0202Tjl!tNLGG <br />COMBINED EXTERIOR MONO- <br />AND COL. PAD <br />SCALE:3/4"=1'-Ir' <br />INTERIOR FRAME BRIG WALL TO <br />BLOCK WALL CONNECTION(NO <br />9 <br />11 SCALE: 3/4"=1'-0" <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1"=1•-0" <br />A R C N I T! C T S. <br />6 <br />Groupn <br />i"I N.RONALD REAGAN SO <br />LONGWOOD, FL32780 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />wwwAbdosigngroup.com <br />AA M: 0003325 <br />musDiv. a. LoaN <br />SILVERADO <br />LOT #23 <br />BLK #13 <br />Pit0i" <br />03719.00t-23131 <br />MODZL: <br />"2558-HAWTHORNE" <br />OARAGM 8WINa: <br />RIGHT <br />PAG►ffi: <br />DETAILS <br />150 PH W. B <br />