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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />i <br />,v <br />Z <br />STEEL REINFORCING IN GROUTED— <br />_ <br />STEEL REINFORCINGa IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />e r <br />C <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTSLu <br />v— <br />U <br />ZI <br />r _ <br />es� 3—FM ". <br />a <br />..I <br />0 y i <br />8"CMU WALL <br />O 07 <br />8" CMU WALL <br />I , CORNER BARS, SAME SIZE AS LARGER BAR <br />OE <br />? <br />, .I IN FOUNDATION WITH 30" LEG EACH <br />-0' <br />TOPOF SLAB <br />TOP OF SLABSO <br />WAY AT ALL CHANGES IN DIRECTIONS <br />THAT THE STEEL REINF. IS CONTINUOUS <br />ril <br />MATCH AMOUNT OF CONTINUOUS BARS <br />° • <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORY) <br />_ <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I.� <br />�` CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1M" ISOLATION <br />JOINT (WHERE A •. E <br />6" CHAMFER (2-STORY) 18' <br />94 p4^ <br />EXT. PORCH SLAB <br />W/ill" ISOLATION <br />4" CHAMFER (1-STORY) <br />I�* 6" CHAMFER (2STORV) <br />�W.'EN <br />APPLICABLE) i - <br />SEE SCHEDULE #5 36" <br />JOINT (WHERE <br />- <br />•! i EE SCHEDULE <br />FOR WXD, BAR SIZE <br />APPLICABLE) <br />i <br />a <br />FOR WXD, BAR SIZE <br />SITIONS ARE MADE FROM FOUNDATIONS HAVING <br />`N <br />#8 36" <br />AND BAR QUANTITY <br />� <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />�, EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />@GARAGE SCALE:3/4"=1'-0" <br />CORNER BARS DETAIL <br />3 <br />SCALE: 3/4"=7'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />GARAGE DOOR <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />LJL RECESS <br />w <br />WALL W/ BY <br />ij a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />U U @+ <br />w <br />> U NEW REINF. BAR <br />O D.. <br />SPACING. SINGLE BTM, PLATE 1/2'W" WEDGE ANCHOR W/ 2" <br />TO BE PT. PROVIDE DBL. TOP <br />Iwu = <br />U <br />SECURED W/2-PART <br />a g <br />PLATE WASHER SET IN HIGH STRENGTH <br />N 0) <br />2" CAPPED <br />EPDXY. MIN. EMBED <br />EPDXY 5-1Q" EMBED. MIN. 0 16" OC <br />`o <br />GALVANIZED PIPE <br />W/FLANGE @ BASE <br />6', UNO <br />Q O FOLLOW ALL MANF. <br />N I SPECIFICATIONS FOR <br />USE AND <br />SIMPSON SPH4 OR SPH6 <br />BTM AND TOP PLATE <br />ANCHORS W/' z i 1/2" <br />COMMON NAILS FILL ALL <br />MASONRY <br />UNITS SET <br />•" lb. <br />= <br />e PREPARATION OF <br />HOLE. <br />h <br />HOLES, DO NOT USE 10d w <br />AT ELEV: <br />SECURE FLANGE TO <br />Z ",� <br />Lu <br />x 3' K SEE SLAB SCHEDULE <br />Q <br />SLAB W/(4) 1/4" X 21/4" <br />Q° O ' <br />.- 0-0^ <br />TAPCONS <br />TOP OFSLAB <br />i' <br />RECESS AROUND GARAGE <br />�� DOOR OPENING <br />- <br />EQ. EQ. SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />�11NTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />%� <br />MONOLITHIC <br />FOUNDATION <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/16d COMMON <br />SCALE:34'=1'-0" <br />(W/ UPLIFT) <br />5 SCALE:34"=1'-0" <br />VERIFY HEIGHT <br />SCALE: 3/4"=V-0" <br />LLAAp OOCCUR OVER STUD OF WALL W/PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL,TOP PLATE SECURE BT. PLATE TO <br />SLAB WI10d MASONRY <br />LAP TOP PLATE A MIN. OF 48" ---� <br />NAIL O/C STAGGERED. <br />AND NAIL WI 16d COMMON <br />ADDITIONAL METAL <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />CONNECTORS NOT <br />LAP TO OCCUR OVER STUD <br />OF WALL Wl PLAN <br />CELL SEE PLAN FOR SIZE AND <br />REQUIRED WHEN NO <br />SPACING REQUIREMENTS <br />y UPLIFT IS PRESENT. <br />2x4 OR 2a6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />w <br />WALL W/SYP No 2 STUDS SEE <br />2 <br />a: SEE SLAB SCHEDULE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/tOd MASONRY NAIL <br />d ^ <br />Q <br />TOP OF SLAB <br />PROVIDE DBL. TOP PLATE <br />IS OIC STAGGERED. <br />CC <br />< w <br />m <br />, <br />° <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />U <br />REQUIRED WHEN NO <br />h <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />i <br />POURED LINTEL CONT. (fYP.) <br />8 " CMU FILLED CELL (TYP.) <br />�',°• <br />TOP OF St AS <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />EQ. EQ. SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />•- 0'-0' <br />iFSEESCHEDULE <br />LAB SCHEDULE <br />1/2" DIA SIMPSON STB2 BOLTS 5" <br />AND BAR QUANTITY <br />TOP OF SLAB <br />- a • <br />i <br />— <br />o <br />EMBEDMENT <br />MINIMUM EMBEDMENT INTO <br />MINIMUMMENTINENDSAND <br />•° •E <br />s <br />COLUMN PAD <br />4" FROM <br />INTERIOR CURB FOUNDATION WOOD WALL <br />°�-yMONOLITHICALLY <br />°D" <br />D UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />p <br />8 <br />SCALE: 3/4"=1'-0' <br />UPLIFT) <br />• <br />WITH <br />„ <br />—ION AND SLAB <br />(NO <br />SEE SCHEDULE <br />° <br />FOR WXD, BAR SIZE <br />3 E <br />AND BAR QUANTITY <br />X AND BAR QUANTITY <br />9' VARIEB B' <br />INTERIOR <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />g• 3' <br />9 SDALE:34"=''-0" <br />(NO UPLIFT) <br />) <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />as°=r-0" scAL : <br />SCALE: 3/4"=1'-0" <br />!1J 9-CONT. E <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: <br />- 6 <br />Group. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abd"pgroup.com <br />AA M: 0003325 , <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813888-2828 <br />FAX: 813�88-2802 <br />DATM. 02/03/21 <br />SCAM- 1/4"=1'—O" <br />a>t�aa" <br />S1.1A <br />