Laserfiche WebLink
MIN. EACH WAY <br />MONOLITHIC FOOTING <br />jj <br />STEEL REINFORCING IN GROUTED <br />z <br />STEEL REINFORCING IN GROUTED <br />�r. — - <br />CELL SEE PLAN FOR SIZE AND <br />= ^ <br />CELL SEE PLAN FOR SIZE AND <br />p <br />. <br />s <br />SPACING REQUIREMENTS <br />� <br />SPACING REQUIREMENTS <br />d• <br />_ <br />GARAGE DOOR <br />�^ <br />p <br />RECESS <br />r FM <br />W CMU WALL <br />W CMU WALL <br />I• CORNER BARS, SAME SIZE AS LARGER BAR <br />4' <br />b g <br />6 i <br />o'er <br />, I IN FOUNDATION WITH 30" LEG EACH <br />n <br />a� <br />a WAY AT ALL CHANGES IN DIRECTIONS <br />70P OF SLAB <br />TOP OF SLAB <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I �I. <br />CURB FOR <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR CIA. <br />4' CHAMFER (1 STORY) <br />#3 16' <br />••Y^ <br />EXT. PORCH SLAB <br />1 //,•...�.... -VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE � <br />4' CHAMFER (1-STORY) <br />I •. .ILL <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />T:p. <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1rz ISOLATION 6' CHAMFER (2-STORY) <br />JOINT (WHERE • • #4 24" <br />W/ 12'ISO LATION <br />_ • <br />6' CHAMFER (2-STORY) <br />1 <br />0•S• <br />APPLICABLE) i <br />SEE 9CHEWLE 3a' <br />JOINT (WHERE <br />APPLICABLE) <br />- • • SEE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR D. BAR 512E <br />FOR BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />h <br />AND BAR QUANTITY <br />M <br />BAD, <br />h AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 4 <br />#7 47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCALE: 3/4"=1'-0" <br />2 SCALE: 3/4"=1'l7' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@GARAGE <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 46' <br />8" CMU <br />AND NAIL W/ 180 COMMON <br />NAILS, OCCUR, 4" BTM. <br />VERIFY HEIGHT <br />$ <br />#4�RBEBAR �24" O.C. 02 CENTER OF <br />OVER <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2,6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />F <br />5' <br />I <br />PLANS FOR SPACING. SINGLE <br />T CAPPED <br />�, NEW REINF. BAR <br />S I SECURED W/ 2- PART <br />Q EPDXY. MIN. EMBED <br />BTM. PLATE TO BE PT, <br />PROVIDE DEL TOP PLATE <br />SECURE BT. PLATE 70 <br />SLAB W/10d MASONRY <br />u 8 % LINO <br />NAIL 1Z' O/C STAGGERED. <br />•..°• - <br />•• <br />GALVANIZED PIPE <br />FOLLOW ALL MANF. <br />ADDCONITIONAL METAL <br />t. "GONG., REINF. W/ <br />WIFLANGE ®BASE <br />SPE4 <br />NOT <br />4 <br />II <br />I USEANDFOR <br />REQU REDDRS <br />WHEN NO <br />7 k6 #10 WWM ON <br />4 <br />PREPARATION OF <br />UPLIFT IS PRESENT. <br />t <br />6-MIL POLY ETHYLENE <br />M <br />9 4- HOLE. <br />p <br />'u <br />y I' VAPOR BARRIER ON <br />SEE SLAB SCHEDULE <br />w <br />I • • WELL -COMPACTED <br />SECURE FLANGE TO <br />CLEAN FILL TERMITE <br />SLAB MIS) 1/4" X 2 1/4" <br />p <br />s <br />I TREATMENT SHALL BE <br />TAPCONS <br />°7 nn�O <br />70P OF SLAB <br />.• 4.. BORA-CARE <br />u. <br />t. (2) CON7. #4 REBAR <br />4" CHAMFER (I -STORY) <br />�--. <br />F(2) <br />6' CHAMFER(2STORY) <br />#5 REBAR ON CHAIRS <br />e <br />2,000 PSF VIRGIN SOIL OR 95% <br />ED ED <br />SEE SCHIEWE <br />17' MIN. DEPTH INTO <br />YECOMPACTED SOIL <br />FOR MO. BAR SIZE <br />VIRGIN OR ENGINEERED SOIL <br />AND BAR WANLTTTY <br />SLAB HEIGHT LESS THAN 3'S' pEp PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATIONv <br />scALE yb'=1'(Y' <br />(NO UPLIFT) <br />5 <br />6 <br />FOOTING W/ BLOCK WALL <br />SCALE: 3/4"=1'-0" <br />SCALE 34"=1'0 <br />1 A <br />SCALE: <br />LAP TOP PLATE A MIN. OF 46' <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 />3 CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/101 MASONRY NAIL <br />SPACING REQUIREMENTS <br />$t <br />17 O/C STAGGERED. <br />9 <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />g8" <br />REQUIRED WHEN IN <br />CMU WALL <br />A <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />�0,�, 8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB - <br />4' TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />- /r <br />TWOF SLAB <br />'4• <br />1Q" DIA SIMPSON ST82 BOLTS 6' <br />MINIMUM EMBEDMENT INTO <br />• i SEE SLAB SCHEDULE <br />EXT. PORCH SLAB 4" CHAMFER (iSTORY) <br />BAR SIZE 48 BAR DIA A • . ' 4 <br />- <br />GROUTED CELL, 4" FROM ENDS AND <br />ISOLATION 6' CHAMFER (2STORY) <br />p 16' b <br />° <br />• <br />16. O.C. VERTICALLY MAX <br />JOINT <br />NT <br />JOINT (WHERE - • <br />#4 24" <br />_ <br />° IS8 <br />APPLICABLE) MATCH STEEL <br />05 30" <br />2 REINFORCEMENT <br />6'PVC CHASE ti PER SCHEDULE <br />06 <br />SEE SCHEDULE <br />FORMID BAR SIZE <br />THRU FOOTING <br />6' PVC CHASE THRU FOOTING <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />%INTERIOR <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />AND BAD,BARSQE <br />""oBARQ°SIT`' <br />PVC CHASE <br />PER SCHEDULE <br />SCALE 3/4"=1'.0(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />THRU FOOTING <br />1 � <br />11 <br />SCALE. 3l4"=1'-0" <br />SCALE- 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-774.6078 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA Y: 0003325 <br />r7 <br />C <br />LLL <br />StMIDI & L�Or: <br />ABBOTT PARK <br />LOT #17 <br />BLK #13 <br />PHASE #4B <br />PROJECT <br />04181.04t-17131 <br />MODELa <br />4EHB <br />"2605—HAYDEN" <br />PRO"' <br />911MO: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />PancT <br />DATIM 02/08/ 22 <br />WCALM 1/4"=V-0" <br />8*133= <br />S1.1A <br />