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30' <br />MIN. EACH WAY <br />- MONOLITHIC FOOTING <br />°p <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />• . <br />CELL SEE PLAN FOR SIZE AND <br />d y <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />- .� _ <br />C>L <br />Q W <br />SPACING REQUIREMENTS <br />¢ <br />m <br />tI °> <br />! <br />GARAGE DOOR <br />U <br />w¢ <br />1" lc. <br />RECESS <br />m� <br />�a <br />¢ <br />r- <br />I <br />r- FM � <br />°' <br />g� <br />IO 03 Z <br />8' CMU WALL <br />O N <br />8' CMU WALL <br />° AS BAR <br />I RON <br />w Lu <br />8` <br />Z <br />_ <br />MOFOUNDATRNER <br />:.•I WITMH OZEEG EACH <br />ul <br />WAY AT ALL CHANGES IN DIRECTIONS <br />cJi <br />TOP OF SLAB <br />OF SLAB <br />I ,.� "1 SO THAT THE STEEL REINF. IS CONTINUOUS <br />. /� <br />f-�"•1--•��-�"f►�� <br />� <br />�.HEDUL�l <br />• ,I, ° MATCH AMOUNT OF CONTINUOUS BARS <br />° <br />•- <br />CURB FOR <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 SAR DIA. <br />4' CHAMFER (1STORY) <br />: <br />-VARIES <br />SEE SLAB GARAGE <br />o I . ,ILL CONTINUOUS STEEL MONOLITHIC <br />- ° FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITSSMASONRY <br />UNITS SET <br />�;p. AT ELEV: <br />W/ 1/2' ISOLATION ,� <br />JOINT (WHERE a • <br />6' CHAMFER (2-STORY) *3 18' <br />Xq 2q• <br />EXT. PORCH SLAB <br />W/ 1/2' ISOLATION <br />I 4' CHAMFER(I-STORY) <br />l� 6' CHAMFER (2-STORY) <br />' <br />APPLICABLE) Z <br />SEE SCHEDULE <br />A5 30' <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />e'T <br />.- • a EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY 42, <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />BQALE:&4•=,'-d• <br />2 <br />SQALE: y4•=,'-°• C� <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />� — <br />SCALE: 3/4'=1'•0' <br />SCALE: 3A'=1'-0' <br />LAP TOP PLATE A MIN. OF 48' --•.may <br />LAP TOP PLATE A MIN. OF 48• <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <br />I <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2' CAPPED <br />$ /a/7 NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING, SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/ 2- PART <br />�J <br />SPACING. SINGLE BTM. PLATE <br />CHOR <br />BTM. PLATE TO BE PT. <br />W/FLANGE � BASE <br />p, EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASH RSETWEDGIN HIGH <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />� Q 8', LINO <br />PLATE EPDXY 5-1/2' EMBED. MIN. 0 16' OC <br />SLAB WltOd MASONRY <br />NAIL 16' O/C STAGGERED. <br />b <br />O FOLLOW ALL MANF. <br />SIMPSON SPH40R SPH6 MAX <br />in <br />= m SPECIFICATIONS FOR <br />N Q <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />USE AND <br />I <br />ANCHORS W/ 10d x 1 1/2' <br />T <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4' X 2 1/4' <br />r 4 PREPARATION OF <br />O HOLE. <br />COMMON NAILS FILL ALL y <br />WHEN <br />REQUIRED WHEN NO <br />REQUIRED <br />y UPLIFT IS PRESENT. <br />TAPCONS <br />w Q <br />HOLES, DO NOT USE 10d w <br />w <br />L� <br />o <br />x 3' ¢ SEE SLAB SCHEDULE <br />¢ SEE SLAB SCHEDULE <br />O}, <br />Q <br />G <br />G <br />,QQa <br />TOP OF SLAB _� .. <br />TOP OF SLAB <br />,^ <br />4' CHAMFER (1-STORY) <br />- <br />6' CHAMFER (2-STORY) <br />a <br />�- <br />• e : �, <br />e49 <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ScuE:a4=,'•°' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />7 <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE:34'=1'-0' (�A// 1 1PLI�) <br />$ !_E:3/4'=1'-°' (NO UPLIFT) <br />SCALE:3/4'=P-0' <br />LAP TOP PLATE A MIN, OF 48' <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4' O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 20 WOOD BEARING <br />PROVIDE BLOCKING <br />f <br />WALL W/ SYP No 2 STUDS SEE <br />a ">>• <br />PLANS FOR SPACING. SINGLE <br />SECURE PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />BT. <br />SLAB W/1od MASONRY NAIL <br />F- <br />¢ w <br />m <br />16'O/C STAGGERED. <br />ADDITIONAL METAL <br />O <br />4 a <br />CONNECTORS NOT <br />p a. <br />e• CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />o Z <br />POURED LINTEL CONT. (TYP.) <br />B' CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />'rp•. <br />SEE SLAB SCHEDULE <br />I° <br />2X WALL FRAMING <br />AB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />+- d-0. <br />Z <br />Z <br />— <br />4 <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />n^ <br />' COLUMN PAD <br />TFOUNDATION <br />GROUTED CELL, 4" FROM ENDS AND <br />UNDER WALL AND <br />16, O.C. VERTICALLY MAX <br />ONOLITHICALLY WITH <br />AND SLAB <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />✓ AND BAR QUANTITY <br />AND BAR QUANTITY <br />�, <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />10 <br />SCALE: 3/4•=1'-0' <br />11 SCALE: 3/4'=l'-0' _ <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.alxlaslgngroup.0om <br />AA#:0003325 <br />N <br />c <br />774SS <br />cos <br />sysary & I407 <br />ABBOTT PARK <br />LOT #13 <br />BLK #15 <br />PROJECT# <br />04181.000-13151 <br />MODEU <br />4EBB <br />"1828-CALI" <br />GARAGE SWMG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />DAATE 09/Ol/20 <br />8CAL°E: 1/4"=1'-0" <br />a*== <br />S1.1A <br />