Laserfiche WebLink
3" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />sr — <br />_ <br />y <br />CELL SEE PLAN FOR SIZE AND <br />dd <br />CELL SEE PLAN FOR SIZE AND <br />CELL <br />:FT <br />d <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />Ir . <br />GARAGE DOOR <br />1p II <br />I RECESS <br />3_F14 <br />j <br />% <br />8" CMU WALL <br />�, <br />8" CMU WALL <br />{I CORNER BARS, SAME SIZE AS LARGER BAR <br />b g <br />IN FOUNDATION WITH 30" LEG EACH <br />w <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... I SO THAT THE STEEL REINF. IS CONTINUOUS <br />a• <br />'—�' <br />1 <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLAB • <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4' CHAMFER (1STORV) <br />#3 19" <br />EXT. PORCH SLAB <br />j/�-^ V IES <br />�' e ' <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I 4" CHAMFER (15TORY) <br />E <br />(e; ° .ILL <br />°"F' CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />�f' <br />=p <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 12" ISOLATION <br />JOINT (WHERE <br />8" CHAMFER (2-STORY) <br />♦ ♦ ` #4 24" <br />W/ 1/2" IS-1- <br />.. ., <br />l,� 6" CHAMFER (2-STORY) <br />: <br />o'-a' <br />APPLICABLE) i <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />♦. <br />4. SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />s <br />FOR WxD, BAR SIZE <br />#6 36 <br />z FOR WYD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />H <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />scALE:34"=r_a' <br />2 SGALE:34"=r-a <br />GARAGE <br />3 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0' <br />(1) #5 REBAR VERTICALLY W/GONG. <br />;;y� <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />S 6 <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4"O/C BTM. <br />VERIFY HEIGHT <br />m g <br />#4 REBAR @24" O.C. @ CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />s O <br />a <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />g SECURED W/2-PART <br />PROVIDE DEL. TOP PLATE <br />SECURE BT. PLATE TO <br />2" CAPPED <br />k' EPDXY. MIN. EMBED <br />I <br />SLAB W/1 Dd MASONRY <br />GALVANIZED PIPE <br />-+d 8", UNO <br />NAIL O/C STAGGERED. <br />4 <br />W/FLANGE ® BASE <br />m 5 FOLLOW ALL MANF. <br />ADDITIOIONAL METAL <br />CONC., REINF. W/ <br />I). <br />SPECIFICATIONS FOR <br />CONNECTORS NOT <br />M <br />'q 6NIS" #10 WWM ON <br />i I USE AND <br />g <br />REQUIRED WHEN NO <br />5: <br />8-MIL POLY ETHYLENE <br />M <br />i PREPARATION OF <br />w <br />UPLIFT IS PRESENT. <br />w <br />VAPOR BARRIER ON <br />4„ 4" <br />O HOLE. <br />rc <br />a D' <br />I• WELL -COMPACTED <br />SECURE FLANGE TO <br />; <br />SLAB SCHEDULE <br />.. CLEAN FILL TERMITE <br />SLAB W/(4) 114" X 2 1/4" <br />o�p�' <br />+- p-p' <br />[SEE <br />s <br />I <br />I TREATMENT SHALL BE <br />7APCONS <br />m• <br />Q <br />TOP OF SLAB <br />4 S BORA-CARE <br /><. <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />-�• <br />F <br />6" CHAMFER (2-STORY) <br />c (2) #5 REBAR ON CHAIRS <br />♦e#,♦• <br />s <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />SEE SCHEDULE <br />12" MIN. DEPTH INTO <br />VIRGIN OR ENGINEERED SOIL <br />z <br />COMPACTED SOIL <br />FORM BAR SIZE <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN 3'.0" <br />PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />8 SCALE.3/4"=V-a' <br />(NO UPLIFT) <br />FOOTING W/ BLOCK WALL <br />5 SCALE 34"=r-a' <br />6 scALE 3r4'=r-a' <br />1A <br />SCALE: 3!4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4"O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />f <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />aa <br />6 <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />15" O/C STAGGERED. <br />ADDITIONAL METAL <br />Q <br />Arr J <br />CONNECTORS NOT <br />Q m <br />REQUIRED WHEN NO <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />•:o•• 8" CMU FILLED CELL (TYP.) <br />+- <br />TOP OF SLABk <br />'4� TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />0.0• <br />TOP OF SLAB <br />.'a. <br />1/2" DIA. SIMPSON STB2 BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />EXT. PORCH SLAB <br />` SEE SLAB SCHEDULE � �• <br />BAR SIZE 48 BAR DIA < e <br />A 4" CHAMFER (I -STORY) in <br />a <br />W/ 1/2" ISOLATION <br />#3 18' <br />8" CHAMFER (2-STORY) <br />• <br />16" O.C. VERTICALLY MAX <br />JOINT (WHERE <br />♦ #4 24" <br />° -♦ <br />APPLICABLE) <br />MATCH STEEL #5 30" <br />CHASE <br />f REINFORCEMENT <br />N PER SCHEDULE #8 <br />SEE SCHEDULE <br />FOR MID, MR SIZE <br />THRUCFOOTING <br />47 <br />6" PVC CHASE THRU FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WAR. QUANTITY <br />AND BAR OUANTTV PVC CHASE <br />PER SCHEDULE <br />9 <br />SCALE'3/4"=V-a' <br />(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />1 <br />11 <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0' <br />Ii N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosigngmup.com <br />AA #: 0003325 <br />O <br />8 <br />W <br />ii <br />� <br />O <br />>IC <br />sulwiv. ee LAT:3 <br />ABBOTT PARK <br />LOT #32 <br />BLK #11 <br />Pnoj=T# <br />04181.00 —32 1 <br />UoDzu <br />4EHB <br />"2605—HAYDEN" <br />GARAGE OWDIG. <br />RIGHT <br />PACE: <br />DETAILS <br />60 MPH EXP. <br />