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30" <br />MIN, EACH WAY <br />MONOLITHIC FOOTING <br />} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />r. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />g0 a <br />)t <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />.�� s <br />�. V. <br />¢ w <br />aa <br />m U <br />w <br />{'--� <br />Ip �i s. �_ ` <br />GARAGE DOOR <br />RECESS <br />cr <br />o FM <br />gO <br />:a3 <br />K W Z <br />S' CMU <br />wy <br />O <br />¢ <br />6"CMU WALL <br />v.. p CORNER BARS, SAME SIZE AS BAR <br />W W e` <br />g <br />WALL <br />Z <br />_ <br />,v ] I <br />IN FOUNDATION WITH 30" LEG EACH <br />W <br />0'-0" <br />+- <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />U= <br />N r� <br />TOP OF SLAB <br />AB <br />TOP OF SLAB <br />I .,, SO THAT THE STEEL REINF. IS CONTINUOUS <br />. <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 (iSTORY) <br />VARIES <br />. SEE SLAB SCHEDULE TOP OF GARAGE <br />` <br />(� <br />' o LL CONTINUOUS STEEL MONOLITHIC <br />� FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />• . AT ELEV. <br />b <br />W/ tl2" ISOLATION -,. <br />JOINT (WHERE. <br />#3 18' <br />5' CHAMFER (2STORY) <br />pq P4 <br />EXT. PORCH SLAB <br />W/ 1/Y' ISOLATION <br />4" CHAMFER (1STORY) <br />Il. ., 6" CHAMFER (2-STORY) <br />• <br />. <br />: <br />\�E/ p_a' <br />APPLICABLE) i. <br />SEE SCHEDULE <br />JOINT (WHERE <br />APPLICABLE) <br />, <br />Z <br />•' i EE SCHEDULE <br />°. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />'EXTERIOR MONO-FOOTINGU,2"�EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3l4"=T-0" <br />@ GARAGE SCALE: 314"=V-0" <br />3 CORNER BARS DETAIL <br />Y DOOR OPENING <br />SCALE: 34'=l'-0" <br />SCALE: 3/4"=l'-0" <br />LAP TOP PLATE A MIN. OF 49' —may <br />LAP TOP PLATE A MIN. OF 49' <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" OIC 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 />uJ <br />ZA OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2 6 WOOD BEARING PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />W <br />O I <br />No 2 STUDS SEE PLANS FOR <br />L/fSECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />2" CAPPED <br />$ NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/29c9" WEDGE ANCHOR Wl7' <br />BTM. PLATE TO BE PT. <br />GALVANIZED PIPE <br />O pQ, SECURED Wl2-PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATESECURE BT. PLATE TO <br />W/FLANGE BASE <br />J I EPDXY. MIN. EMBED <br />PLATE <br />EPDXY S12" EMBED. MIN. 0 16" OC <br />SLAB W1106"01 <br />$ 6", UNO <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 16" O/C STAGGERED. <br />STAGGEMASONRRED. <br />o <br />o FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W! <br />r1_ <br />in <br />� SPECIFICATIONS FOR <br />10d x 1 12" COMMON NAILS <br />_ USE AND <br />FILL ALL HOLES, DO NOT USE <br />SECURE FLANGE TO <br />I- PREPARATION OF <br />10d x 3' W <br />S PCOWN(3) 1/4" X 21/4" <br />W K HOLE. <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />ir <br />0'QQ- <br />TOP OF SLAB=AND <br />TOP OF SLAB <br />° <br />4" CHAMFER (1-STORY) <br />4. �—G' <br />CHAMFER (2-STORY)ULE <br />EQ. EQ. EE SCHEDULE <br />SIZE <br />FOR WXD, BAR SIZE <br />NTITY <br />AND BAR QUANTITY <br />BOLLARD <br />5 <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />$ <br />MONOLITHIC <br />FOUNDATION7 <br />sCALE:3/4"=V-a' (W/ UPLIFT) <br />SCALE:3/4"=ra' (NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 43' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" 0/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0 O. <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />¢ W <br />Q In <br />3' CMU WALL <br />Z <br />- <br />+- 0-0" <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />_ <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- -0" <br />�I SEE SLAB SCHEDULE <br />10 DIA. USP 725OSD BOLTS 5" <br />TOP OF SLAB <br />Z <br />Z <br />- <br />r <br />MINIMUM EMBEDMENT INTO <br />` <br />"ISOLATED"COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° ' CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />-- - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />d� <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />S / FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />INTERIOR FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />�� BLOCK WALL CONNECTION <br />SCALE: 3/4"=l'-a' <br />11 SCALE: <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />a <br />0 <br />a <br />h <br />F <br />ap <br />StmDIv. as rol <br />SILVERADO <br />LOT #5 <br />BLK #7 <br />PROJECT <br />04128.001-05071 <br />MODRIA <br />4ENB <br />"1751—NEUVILLE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />D TE 01/17/19 <br />SCAuc: 1/4"= V-0" <br />SiIEET <br />s1.1A <br />