Laserfiche WebLink
MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />i <br />CELL SEE PLAN FOR SIZE AND <br />f <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />S <br />is <br />� <br />SPACING REQUIREMENTS <br />o <br />T� s <br />GARAGE DOOR <br />RECESS <br />FM <br />O f° <br />b� <br />8"CMU WALLN <br />8"CMU WALL <br />/� <br />I > . f CORNER BARS, SAME SIZE AS LARGER BAR <br />u� w <br />. FOUNDATION WITH 30" LEG EACH <br />w <br />TOP OF SLAB <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />W <br />I .. SO THAT THE STEEL REINF. IS CONTINUOUS <br />o• <br />_ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />FER 1-STORY <br />EXT. PORCH SLAB 7AND <br />EXT. PORCH SLAB <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />If CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />b'JOlt2 <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />ISOLATION <br />JOINT(WHERE <br />FER (2STORY) <br />#4 24" <br />W/ 1/7' ISOLATION <br />� 6" CHAMFER (2STORY) <br />iEDULE <br />#5 3a' <br />JOINT (WHERE <br />APPLICABLE) <br />�'a�0.<>APPLICABLE) <br />a SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR SIZE <br />#6 36" <br />i FOR WAD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />UANIITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />H <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCALE:3/4'�1'-a <br />2 @ GARAGE scALE:34"=ra• <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3 4"=1'-0" <br />SCALE 3 4"=1' Y' <br />LAP TOP PLATE A MIN, OF 46' ---�� <br />REBAR VERTICALLY W/GONG. <br />AND NAIL W/ 16d COMMON <br />P <br />POURED CELL <br />POURED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL PLAN <br />W/ <br /><- <br />oy <br />8"CMU <br />a <br />#4 REBAR ®24" O.C. CENTER OF <br />2X4 OR 2x6 WOOD BEARING <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE BLOCKING <br />g! <br />SLAB <br />w I <br />PLANS FOR SPACING. SINGLE <br />NEW REINF. BAR <br />BTM. PLATE TO BE PT. <br />SECURED W/ 2- PART <br />o N <br />PROVIDE DEL. TOP PLATE <br />SECURE BT. PLATE TO <br />o <br />x,o I 5' <br />g g EPDXY. MIN. EMBED <br />I <br />SLAB W/10d MASONRY <br />8", UNO <br />NAIL ,7' 0/C STAGGERED. <br />S FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />m SPECIFICATIONS FOR <br />CONNECTORS NOT <br />a.%°•- <br />USE AND <br />REQUIRED WHEN NO <br />§ <br />z PREPARATION OF <br />UPLIFT IS PRESENT. <br />t <br />F, 4" CONC., REINF. W/ <br />I�.• k(6 #10 WWM ON <br />7 g 4- <- HOLE. <br />w <br />a <br />SCHEDULE <br />6-MIL POLY ETHYLENE <br />w <br />o <br />+0'-0" <br />VAPOR BARRIER ON <br />ICI 1 WELL -COMPACTED <br />p} <br />4.` <br />- <br />TOP OF SLAB <br />' <br />fSEE,9LAB <br />CLEAN FILL TERMITE <br />a <br />TREATMENT SHALL BE <br />. <br />° 5 BORA-CARE <br />4" CHAMFER (,-STORY) <br />�- <br />' u, <br />6"CHAMFER (2-STORY)(2) <br />CONT. #4 REBAR <br />4 <br />f <br />I' <br />.V ° (2) #5 REBAR ON CHAIRS <br />I a^" <br />EQ. EQ. <br />SEE SCHEDULE <br />FOR MD. BAR SIZE <br />AND BAR QUANTITY <br />INTO <br />ADDING BAR TO <br />VIRGIN. OR ENGINEERED SOIL <br />EE <br />COMPACTEDSOISOILOR95% <br />�p COMPACTED SOIL <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />SLAB EIGHTL LESS <br />SLAB HEIGHT LESS THAN 3'E" <br />m � <br />MONOLITHIC FOUNDATION <br />8 SCALE: 3/4'=1'-(Y' <br />(NO UPLIFT) <br />FER PLAN <br />6 <br />EXTERIOR MONO DEEP <br />SCALE: 3/4"=1'-a' <br />FOOTING W/ BLOCK WALL <br />1 A <br />SCALE: 3/4"=1'A" <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 26 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 CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />d a SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />¢ <br />17' O/C STAGGERED. <br />w <br />ADDITIONAL METAL <br />J <br />CONNECTORS NOT <br />m <br />REQUIRED WHEN NO <br />ro 8"CMU WALL <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (TYP.) <br />+-a.a• <br />+-0'-a' <br />8"CMU FILLED CELL (TYP.) <br />'?p•, <br />~ <br />mo,q <br />TOP OF SLAB <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <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 />° SEE SLAB SCHEDULE <br />EXT, PORCH SLAB , 4" CHAMFER (I -STORY) <br />ae <br />BAR SIZE 48 BAR DIA. q a <br />M o <br />° <br />Wl 117 ISOLATION 6" CHAMFER (2STORY) <br />18„ <br />< <br />< <br />16' O.C. VERTICALLY MAX <br />JOINT (WHERE • <br />#4 24" a <br />°+• <br />APPLICABLE) MATCH STEEL <br />tR5 30" a <br />REINFORCEMENT <br />6!'PVC CHASE PER SCHEDULE <br />36 <br />6" PVC CHASE THRU FOOTING <br />SEE SCHEDULE <br />FORE SC BAR SIZE <br />THRU DOTING <br />#7 <br />AND BAR QUANTITY <br />MATCH STEEL <br />SESCHEDULE <br />E <br />REINFORCEMENT <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRG WALL TO <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />(DLINT�ERIOR <br />ALE:34'=,'a' <br />(NO UPLIFT) <br />BLOCK WALL CONNECTION <br />1 <br />THRU FOOTING <br />11 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0"kIIIII <br />so <br />IS N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />h <br />o <br />� <br />< <br />BU13DIV. & LOT <br />ABBOTT PARK <br />LOT #7 <br />BLK. #12 <br />PHASE 4C <br />PROJECT <br />04 81.04GC-07121 <br />MODEU <br />4EHB <br />"2605—HAYDEN" <br />GARAGE 87RNG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />PRINT 27 12 21 <br />DATE; <br />/ / <br />scALE: 1/4.=1'—O" <br />SHEET <br />S1.1A <br />