Laserfiche WebLink
3a' <br />MIN. EACH WAY <br />C <br />wa <br />HIC FOOTING <br />= <br />}} <br />. <br />°CELL <br />STEEL REINFORCING IN GROUTED <br />`" <br />1, <br />STEEL REINFORCING IN GROUTED <br />SEE PLAN FOR SIZE AND <br />6 IL� <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />c <br />nFM <br />p- <br />SPACING REQUIREMENTS <br />U <br />cl)RECESS <br />- ..{{-- <br />GARAGE DOOR <br />0 <br />N <br />Q <br />°O <br />g7 <br />Z <br />iD <br />8" CMU WALL <br />i, <br />W CMU WALL <br />Z <br />>I I CORNER BARS, SAME SIZE AS LARGER BAR <br />FOUNDATION WITH SIN LEG EACH <br />W W <br />B" <br />i•. <br />°'S <br />° <br />W <br />WAY AT ALL CHANGES IN DIRECTIONS <br />LLI L=� <br />N 0 <br />Af <br />+- p•-0•• <br />TOP OF SLAB <br />TOP OF SLAB <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />" " ° <br />EXT. PORCH SLAB <br />W11171 <br />SEE SLAB SCHEOUIJ? <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORY) <br />#3 15" <br />- % <br />EXT. PORCH SLAB <br />• -VARIES°i <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER (1-STORY) <br />I>I� li <br />a <br />o CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />' <br />�;p, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />SOLATION <br />JOINT (WHERE ' <br />S" CHAMFER (2-STORY) <br />#M 24' <br />W/ 1/T ISOLATION <br />B' CHAMFER (2-STORY) <br />.. <br />���(((rrr <br />0•-p• <br />APPLICABLE) Z <br />SEE SCHEDULE #5 �" <br />JOINT (WHERE <br />APPLICABLE) <br />o r. EE SCHEDULE <br />Z 4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />g <br />FOR MD, BAR SIZE „ <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />[v <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#T 47, <br />EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCALE:34"=1'-0 <br />2EXTERIOR <br />SCALE:34"=1'-0 <br />CORNER BARS DETAIL <br />%1 DOOR OPENING <br />cLD GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3l4"=,'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />U <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 49' <br />0 <br />8"CMU <br />ILMMON <br />U) <br />NAILS, 2-ROWS * 4" O/C BTM. <br />VERIFY HEIGHT <br />0_ <br />#4 REBAR 024" O.C. ® CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL W PLAN <br />W� g <br />SLAB <br />Z ¢� Z <br />w <br />2z4 OR 2z6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />5, <br />I <br />PLANS FOR SPACING. SINGLE <br />I <br />O R NEW REINF. BAR <br />SECURED W/ 2- PART <br />a g <br />STM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />2" CAPPED <br />I EPDXY, MIN. EMBED <br />GAL ZEPIPE <br />GALVANIZED <br />g 8", UNO <br />0 FOLLOW ALL MANF. <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />jp <br />SN <br />I 4" CONC., REINF. W/ <br />AN E BASE <br />SPECIFlCATIONS FOR <br />Q <br />CONNECTORS NOT <br />F - <br />` <br />'1 kS' #10 WWM ON <br />I <br />= 06 USE AND <br />I <br />REQUIRED WHEN NO <br />2 y <br />6-MIL POLY ETHYLENE <br />F- PREPARATION OF <br />y <br />w <br />UPLIFT IS PRESENT. <br />_ W <br />¢ <br />VAPOR BARRIER ON <br />I1• -� WELL -COMPACTED <br />HOLE, <br />Z cr <br />SEE SLAB SCHEDULE <br />> <br />... CLEAN FILL TERMITE <br />SECURE FLANGE TO <br />1 TREATMENT SHALL BE <br />SLAB WI(4) 1l4" X 2114" <br />BORA-CARE <br />TAPCONS <br />TOP OF SLAB <br />Ij <br />QQ? <br />Q' <br />a <br />I e(2) CONT. #4 REBAR <br />14 <br />4" CHAMFER (1STORY) <br />+ '�= •�-•;�-�.- <br />. <br />F <br />S' CHAMFER(2STORV) <br />a (2) #5 REBAR ON CHAIRS <br />,T MIN. DEPTH INTO Z <br />2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />EE SCHEDULE <br />VIRGIN OR ENGINEERED SOIL <br />COMPACTED SOIL <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN X-C' �U <br />PER PLAN <br />ADDING BAR TO <br />CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />MONOLITHIC <br />FOUNDATION <br />CALE <br />(DINT�ERIORFOOTING <br />(NO UPLIFT) <br />W/ BLOCK WALL <br />5 SCALE:34"=1'-0' <br />V SCALE:34"=1'-0 <br />1 A <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" 01C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL WI PLAN <br />2X4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP NO2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />a <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />SPACING REQUIREMENTS <br />PROVIDE DBL TOP PLATE <br />1S' O/C STAGGERED. <br />GQ <br />m L) <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />1 <br />REQUIRED WHEN NO <br />4 f0 Z 8'CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />'Q •, 5" CMU FILLED CELL (TVP.) <br />m <br />oi, 2 <br />°Ti <br />+- 0, <br />TOP OF SLAB <br />+- 0,-0„ <br />q TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />J//^� ��� <br />"" <br />, <br />Z �q• <br />" <br />+- 0'-0' <br />1/2" DIA SIMPSON ST82 BOLTS 5' <br />� SEE SLAB SCHEDULE <br />Ly�� a . <br />BAR SIZE 48 BAR DIA. > a <br />TOP OF SLAB <br />a• <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />EXT.PORCH SLAB <br />4" CHAMFER (,STORY) <br />#S 11, ih OU <br />W/ 1/T ISOLATION <br />5' CHAMFER (2-STORY <br />15' O.C. VERTICALLY MAX <br />JOINT (WHERE <br />R4 24" <br />APPLICABLE) <br />Z MATCH STEEL <br />#S 30' <br />SEE SCHEDULE <br />&" PVC CHASE <br />N REINFORCEMENT <br />PER SCHEDULE <br />N6 39• <br />5' PVC CHASE THRU FOOTING <br />FOR WXD, BAR SIZE <br />THRU FOOTING <br />#7 47' <br />AND BAR QUANTITY <br />SEE SCHEDULE <br />MATCH STEEL <br />REINFORCEMENT FEB <br />E B <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE 1 <br />9 scALE:3/4"=,'a' <br />(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />OOTING <br />Sp� <br />CALE: 3M' =1'-0" <br />11 SCALE:3/4"=1'-0" <br />Ii N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX 407-774-4078 <br />wwwabdosigngroup.com <br />AA N: 0003325 <br />I <br />fill <br />eUnDLv. as LOOT: <br />ABBOTT PARK <br />LOT #38 <br />BLK #12 <br />PRO ' <br />04181.006-38121 <br />M0DELa <br />4EHB <br />"2605— HAYDEN" <br />CIARAOS EWtNC: <br />RIGHT <br />PACE: <br />DETAILS <br />60 AH <br />