Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />° <br />Z <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />r[r� ° <br />�. <br />0 a <br />SPACING REQUIREMENTS <br />T <br />SPACING REQUIREMENTS <br />ILL <br />Q <br />. <br />Q U) Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />> . CORNER BARS, SAME SIZE AS LARGER BAR <br />uo <br />*- 0-0 <br />IN FOUNDATION WITH 30" LEG EACH <br />�_ WAY AT ALL CHANGES IN DIRECTIONS <br />>"1 <br />TOP OF SLAB <br />TOP OF SLAB <br />,JI <br />SO THAT THE STEEL REINF. IS CONTINUOUSMATCH <br />AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />CHAMFER (1STORY) <br />- <br />EXT. PORCH SLAB <br />� � � .! <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />CONTINUOUS STEEL MONOLITHIC <br />- FOOTING REINFORCEMENT SEE SCHEDULE <br />W/12' ISOLATION <br />JOINT (WHERE <br />VAND <br />CHAMFER (2STORY) N3 1B" <br />q4 24" <br />W/ i/2"ISOLATION <br />4" CHAMFER (1-STORY) <br />8' CHAMFER (2-STORY) <br />aAPPLICABLE) <br />z <br />SCHEDULE <br />H6 30' <br />JOINT(WHERE <br />•T� EE SCHEDULE <br />WXD, BAR SIZE <br />APPLICABLE) <br />Z <br />a <br />FOR WXD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />AR QUANTITY <br />N <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />� <br />��EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />SCALE:3/4"=1'-0" <br />n <br />2 <br />GARAGE scALE:3/4'=1'-a' <br />CORNER BARS DETAIL <br />g <br />SCALE: <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />QQQIII/// W RECESS <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />g M <br />LAP TO OCCUR OVER STUD - OF WALL W/ PLAN <br />rn W B+ <br />W LuU <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />U) N <br />W <br />WALL W/ SYP <br />w 4. I <br />to <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />_ <br />MASONRY <br />O d NEW REINF. BAR <br />SECURED W/ 2- PART <br />12'k9" WEDGE ANCHOR W/ Z' <br />TO BE PT. PROVIDE DBL TOP WASHER <br />UNITS SET <br />7' CAPPED <br />a 3 ( EPDXY. MIN. EMBED <br />PLATE EPDXY 5-12'TEMBEDHMIN. ®G6" OC <br />Z,O AT ELEV: <br />GALVANIZED PIPE <br />� Q 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />0'-0" <br />W/FLANGE 0 BASE <br />¢ O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />u) K SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 112. <br />USE AND <br />COMMON NAILS FILL ALL <br />M <br />PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />HOLE. <br />x 3" SLAB SCHEDULE <br />SECURE FLANGE TO <br />ILLF <br />Q <br />RECESS AROUND GARAGE <br />1/4X21/C <br />OQO <br />[SEE <br />TALASPCON/(4) <br />TOP OF SLAB ° �° <br />DOOR OPENING <br />q <br />,1 <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />- s <br />EQ. EQ. SEE SCHEDULE <br />LAP TOP PLATE A MIN. OF 48' <br />FOR WXD, BAR SIZE <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />AND BAR QUANTITY <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />ADDING BAR TO <br />7 INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />r SCALE: 3W4 1'-0' <br />(W/ UPLIFT) <br />5 <br />6 <br />PLANS FOR SPACING. SINGLE <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/tOd MASONRY <br />NAIL 18' O/C STAGGERED, <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />(A UPLIFT IS PRESENT. <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />SEE SLAB SCHEDULE <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />7 <br />4, STEEL REINFORCING IN GROUTED <br />Q <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />+- <br />SPACING REQUIREMENTS <br />TOP OF SLAB -\.- <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />m <br />PLANS FOR SPACING. SINGLE <br />- ° <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10I MASONRY NAIL <br />0 CL <br />PROVIDE DBL TOP PLATE <br />16" O/C STAGGERED. <br />Q LLI <br />e. <br />• ,a. ° <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />_� <br />EQ. EQ. SEE SCHEDULE <br />REQUIRED WHEN NO <br />a 0- <br />FOR WXD, BAR SIZE <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />ED LINTEL CONT. (TYP.) <br />AND BAR QUANTITY <br />+'0-0 <br />8"CMU FILLED CELL (TYP.) <br />INTERIOR CURB FOUNDATION WOOD WALL <br />_ ~~~~ •--- TOP OF SLAB <br />SEE SLAB SCHEDULE <br />��''"'�� <br />.,Ii7AND <br />2X WALL FRAMING <br />V SCALE: 3/4"=1'-0" (NO UPLIFT) <br />1POUR <br />+- 0'-0" <br />TOP OF SLAB <br />a' <br />Z <br />SEE SLAB SCHEDULE <br />n <br />1/2" DIA SIMPSON STB2 BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />° <br />a'. <br />g <br />= <br />"ISOLATED" COLUMN PAD <br />It <br />GROUTED CELL, 4" FROM ENDS AND <br />°�� <br />• ° <br />�_ ° UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />.'CENTERED <br />—i '•-'POURED MONOLITHICALLY WITH <br />„ -- rFOUNDATION AND SLAB <br />SEE SCHEDULE <br />° <br />""""i��Ti <br />- -EDULE <br />FOR MD, BAR SIZE <br />BAR SIZE <br />AND BAR QUANTITY <br />✓ BAR QUANTITY <br />9' VARIES 9' <br />INTERIOR FOUNDATION <br />WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />3' 3' <br />9 scALE:3/a"=1'-a' <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />G S <br />i 1 SCALE: 3W'=V4' <br />0)M.C. M. <br />L <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: V=V-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32760 <br />PH: 407.774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 - <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134WS-2628 <br />FAX: 8138862802 <br />mmmmom <br />SVHDIV. Ae LOT <br />SILVERADO <br />LOT #5 <br />BLK #16 <br />PROJECT# <br />03719,001-05161 <br />MODEL• <br />2795-CAMDEN" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MRH EXA B <br />