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30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />�•° ° <br />R <br />CELL SEE PLAN FOR SIZE AND <br />d a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />v. • <br />ay. <br />SPACING REQUIREMENTS <br />- <br />Qw <br />mV <br />w <br />...���ttt <br />+ <br />I�¢ �•: --�� •n�^ <br />GARAGE DOOR <br />RECESS <br />7 <br />¢ 0 Z <br />8' CMU WALL <br />d <br />O <br />Q <br />8' CMU WALL <br />FM— <br />1 <br />1 CORNER BARS, SAME SIZE AS LARGER BAR <br />I ° > .rl <br />N Lu e' <br />+- 0'-0' <br />JI FOUNDATION WITH 30' LEG EACH <br />1 0 IN <br />W U= <br />+- 0'-0' <br />TOP OF SLAB <br />WAY AT ALL CHANGES DIRECTIONS <br />W <br />I .., SO THAT THE STEEL REINF. IS CONTINUOUS <br />U1 <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I ° I <br />•...I <br />CURB FOR <br />[y- <br />a <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (I -STORY) <br />RS 18' <br />° <br />EXT. PORCH SLAB <br />- - VA <br />SEE SLAB SCHEDULE• TOP OF GARAGE <br />I <br />o. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7=0. AT ELEV: <br />W/ 1/2' ISOLATION <br />-' <br />6' CHAMFER (2ST0RY) <br />W/ 1/2' ISOLATION <br />4- CHAMFER (1-STORY) <br />I <br />0'-D' <br />JOINT (WHERE -. <br />APPLICABLE) z - <br />A4 24' <br />SEE SCHEDULE p5 30' <br />JOINT (WHERE. <br />APPLICABLE) <br />Z <br />. <br />"`---rrrr� 6' CHAMFER (2-STORY) <br />• i EE SCHEDULE <br />4 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />� <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (Is. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />`2 <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />D1SCALE:3'4'=V-0' <br />SCALE:34'=1'-0' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />® GARAGE <br />, <br />SCALE: 3�4'=1'-0' <br />SCALE: 3�4'vi'-0' <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 18d COMMON <br />NAILS, 2-ROWS, 4- O/C 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 />w <br />p D- I <br />2x4 OR 2z8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />20 OR 2xe WOOD BEARING PROVIDE BLOCKING <br />WALL W/ 5YP No 2 STUDS SEE <br />2' CAPPED <br />j NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a. SECURED W/ 2- PART <br />¢ <br />SPACING. SINGLE BTM. PLATE <br />1/ASH WEDGEANCHORW/2' <br />BTM. PLATE TO BE PT. <br />W/FLANOE ®BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />.� e', UNO <br />0 <br />PLATE <br />EPDXY 5.1/2' EMBED. MIN. ®16' OC <br />SLAB W/10d MASONRY <br />o <br />Q FOLLOW ALL MANF. <br />SIMPSON SPH4 SPHB MAX <br />NAIL 18' O/C STAGGERED. <br />_ ¢ SPECIFICATIONS FOR <br />to Q <br />LA <br />BTM AND TOP PLATE <br />ADDTIONAL METAL <br />= m USE AND <br />I <br />ANCHORS W/ 10d x 1 1/2' <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4' X 2 1/4• <br />F- PREPARATION OF <br />O HOLE. <br />COMMON NAILS FILL ALL ¢ <br />REQUIRED WHEN NO <br />to UPLIFT IS PflESENT. <br />TAPCONS <br />w ¢ <br />HOLES, DO NOT USE10d w <br />w <br />j $ <br />x 3' SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />O}, <br />Q' <br />+ <br />-TO0 <br />¢ <br />0'-0' <br />,P <br />P OF SLAB � � _� . ° _ ; . ; <br />TO+-P OF SLAB <br />4' CHAMFER (1-STORY) <br />•: <br />8' CHAMFER (2-STOR1) <br />a.�-4°,_ <br />_ ° .T_a <br />� a ° <br />EQ. EQ. EE SCHEDULE <br />EQ, EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />6 BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />scALE:aa=1-0 <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />o INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />SCALE:34'=1'-0' (NO UPLIFT) <br />SCALE: 3W=V-0' <br />SCALE:34'=1'-0' (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4- O/C STM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />Z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q "T <br />CL <br />PLANS FOR SPACING, SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />a� C <br />PROVIDE DBL. TOP PLATE <br />SLAB WhOd MASONRY NAIL <br />¢ <br />m w <br />18' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />d <br />¢O <br />CONNECTORS NOT <br />N <br />8' CMU WALL <br />UPLIFT IS PRESENT.. REQUIRED WHEN N <br />Z <br />+- 0' <br />POURED LINTEL CONT. (TYP.) <br />8' CMU FILLED CELL (TYP.) <br />0" <br />' - TOP OF SLAB <br />SEE SLAB SCHEDULE <br />-I <br />2X WALL FRAMING <br />fff SEE SLAB SCHEDULE <br />1/2' DIA, SIMPSON ST82 BOLTS 5' <br />+- 0'-0' <br />Z <br />Z <br />— <br />• <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLABa <br />• <br />'ISOLATED' COLUMN PAD <br />GROUTED CELL, 4' FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />. °Q; •' <br />POURED MONOLITHICALLY WITH <br />.� <br />° <br />-- — - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />T FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />I, <br />x <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />a SCALE:34'=i'-0 <br />(NO UPLIFT) <br />10 SCALE: 3W-I'-0* <br />11 SCALE: 3/4'=V-0' <br />Ii N. RONALD REAGAN 8L <br />L0NGW00D,FL32750 <br />PH: 407-77"078 <br />FAX: 407-774-4078 <br />www.abdoeigngroup.com <br />AA M: 0003326 <br />1 <br />Z <br />h <br />C <br />6 <br />6 <br />BUBDIV. Se LOT: <br />ABBOTT PARK <br />LOT #13 <br />BLK #8 <br />PlIIII II <br />04181.000-13081 <br />MODEI,e <br />4EBB <br />"1828-CALI" <br />GARAGE 8WD9G: <br />RIGHT <br />PAGE: <br />DETAILS <br />16 M E C <br />