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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 />CELL SEE PLAN FOR SIZE AND <br />Q dVLW-<. <br />CELL SEE PLAN FOR SIZE AND <br />0 d <br />SPACING REQUIREMENTS <br />i <br />aw <br />SPACING REQUIREMENTS�� <br />W <br />o _� FM <br />IY Z8" <br />CMU WALL <br />O <br />8" CMU WALL <br />a CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />O o <br />Z <br />m _ <br />+- 0'U' <br />IN FOUNDATION WITH 30" LEG EACH <br />+- 0'S" <br />o >I d WAY AT ALL CHANGES IN DIRECTIONS <br />a <br />TOP OF SLAB <br />TOP OF SLAB <br />I .., SO THAT THE STEEL REINF. IS CONTINUOUS <br />a �I MATCH AMOUNT OF CONTINUOUS BARS <br />f/ <br />EXT. ORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />; <br />EXT. PORCH SLAB <br />1� - VARIES <br />�' a SCHEDULE TOP OF GARAGE <br />I -I ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/Y' ISOLATION <br />< -! <br />6 CHAMFER (2STORV) ,e'• <br />W/ 1/I' ISOLATION <br />4" CHAMFER (1STORY) <br />�,� 6" CHAMFER <br />JOINT (WHERE ! -. <br />APPLICABLE) z <br />q4 24" <br />SEE SCHEDULE <br />M5 30' <br />JOINT(WHERE <br />(2-STORY) <br />•" • EE SCHEDULE <br />> <br />FOR WxD, BAR SIZE, <br />APPLICABLE) <br />Z <br />° <br />FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />iv <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS Ile 2 TO 3, PROVIDE 2 BARS), UNO <br />x7 47' <br />V <br />EXTERIOR <br />MONO -FOOTING <br />(_,_'�EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />@GARAGE SCALE 3/4"=T-0" <br />CORNER BARS DETAIL <br />3 <br />LAP TOP PLATE A MIN. OF 48" <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 />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />/{* GARAGE DOOR <br />/ ''k <br />ul <br />WALL W/ SYP <br />RECESS <br />pppjjj W <br />ul <br />m I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />g 0 <br />/n p g+ <br />5 b1 NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />tYYk9" WEDGE ANCHOR W/7' <br />W <br />W <br />O m SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL TOP <br />SET IN STRENGTH <br />w m <br />7' CAPPED <br />IL g I EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/7' EMB DWASHER <br />HMIN. 6 OC <br />U � <br />GALVANIZED PIPE <br />_i Q 8", UNO <br />SIMPSN SPH4 OR SPH6 MAX_ <br />WiFLANGE 0 BASE <br />F. <br />0 FOLLOW ATION3 <br />TM AND TOPL <br />BANCHORS <br />b <br />� I SP CIIFICFOR <br />ma m USE AND <br />W/ 1 X 'I - <br />COMMON NAILS FILL ALL <br />MASONRY <br />UNITS SET <br />M <br />H m PREPARATION OF <br />HOLES, DO NOT USE 10d LU <br />/;0, AT ELEV: <br />w . HOLE. <br />x 3" SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />a <br />SLAB W/(4)1/4"X 21/4" <br />+-0'-0' <br />TAPCONS <br />O'QQO <br />TOP OF SLAB -� - a <br />a <br />Q <br />4" CHAMFER (I -STORY) <br />• s <br />6"CHAMFER (2-STORY) <br />RECESS AROUND GARAGE <br />DOOR OPENING <br />e <br />4 <br />SCALE: 3W=T-U' <br />EQ. EQ. 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 <br />FOUNDATION <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />SCALE: 3/4"=1'-0 <br />5 <br />(W/UPLIFT) <br />NAILS, 2-ROWS, 4"O/C BTM. VERIFY HEIGHT <br />SCALE:34"=1'-0 <br />SCALE 34=,'�' <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 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/tOd MASONRY <br />LAP TOP PLATE A MIN. OF 48" <br />NAIL 16" O/C STAGGERED. <br />AND NAIL W/ 16d COMMON <br />ADDITIONAL METAL <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />CONNECTORS NOT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />REQUIRED WHEN T. <br />SPACING REQUIREMENTS <br />U UPLIFT IS PRESENT. <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />W <br />_ <br />WALL W/ SYP No 2 STUDS SEE <br />SEE SLAB SCHEDULE <br />K <br />PLANS FOR SPACING. SINGLE <br />4/1 <br />¢ ^ <br />a <br />Q <br />BTM. PLATE TO BE PT. <br />SECURE BT, PLATE TO <br />SLAB W/10d MASONRY NAIL <br />w ry{y <br />TOP OF SLAB <br />PROVIDE DBL. TOP PLATE <br />16•' O/C STAGGERED. <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT0.4-4 <br />-° <br />REQUIRED WHEN NO <br />REQUIRED <br />UPLIFT IS PRESENT. <br />U <br />O <br />g"CMU WALL <br />Z <br />POURED LINTEL CONT. (TYP.) <br />e <br />! < <br />8" CMU FILLED CELL (TYP.) <br />�•o': <br />_ <br />- - - ., TOP OF SLAB <br />I a <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />+- 0'-0" <br />SEE SLAB SCHEDULE <br />117' DIA SIMPSON ST82 BOLTS T <br />, t <br />AND BAR QUANTITY <br />TOP OF SLAB <br />Z <br />m <br />MINIMUM EMBEDMENT INTO <br />- <br />COLUMN PAD <br />CE-O COLUMN PAD <br />N ETEDUNDERWALLLAND <br />D CELL, lf'FROM ENDSAND <br />EVERTCALLY <br />rQ�INTERIOR CURB FOUNDATION WOOD WALL <br />16,O.C.ED" <br />MAX <br />S°ALE:3'4"=''-°' (NO UPLIFT) <br />POURD MONOLITHICALLY WITH <br />4 _ FOUNDATION AND SLAB <br />SEE SCHEDULE <br />- SEE SCHEDULE <br />FOR MD, BAR SIZE <br />.�i'��T " FOR WxD, BAR SIZE <br />1 AND BAR QUANTITY <br />/ <br />✓ AND BAR QUANTITY <br />///LLL <br />6' VARIES B' <br />g• <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />3' <br />M <br />9 SCALE:3/4"=T-9' <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />.c <br />SCALE:34=,'�' <br />11 SCALE: 3/4"=T-0" <br />toasco"*. T�� <br />L <br />RECESS FOOTERRECESS FOOTER <br />&,_,�SHOWER <br />SCALE: 1"=1'-0" <br />A R C N I T R C T i <br />6 <br />GaM i 1� <br />41 N. RONALD REAGAN BL, <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />b <br />V <br />a <br />ca <br />q <br />R <br />_LLL <br />J <br />__ <br />[PROJECT# <br />UDDrv. & LOT <br />SILVERADO <br />LOT #10 <br />BLK #15 <br />03719.001-10151 <br />MODEL.• <br />"2558—HAWTHORNE" <br />GARAGE SWINO: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH a B <br />