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---- <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />-J <br />gin,-n" <br />FOUNDATION PLAN 'B' <br />1 /4" = 1'-0" <br />GENERAL NOTES <br />1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. <br />ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED <br />2 3 1/2" THICK CONCRETE RENIF. WITH <br />6"X6" #10/10 W1.4XW1.4 W.W.F. OR FIBER REINF. CONC. <br />ON 6-MIL. POLY ETHYLENE VAPOR BARRIER ON WELL - <br />COMPACTED, CLEAN, TERMITE TREATED FILL. <br />3 VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM(FTG. <br />AND TIE BEAM ENDS) W/ MIN. 12 BAR DIAMETER LEGS <br />EXCLUDING BEND@EA. END. LAP SPLICES SHALL BE <br />NO LESS THAN 25" <br />4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR <br />RECESSING DOOR SILLS. <br />5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT <br />AWAY FROM HOUSE. <br />6 CONTROL JOINTS(IF SHOWN) ARE NOT REQUIRED BY <br />CODE BUT ARE SUGGESTED(ESPECIALLY WHEN <br />USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW <br />CUT A DEPTH OF I OF THE THICKNESS OF THE SLAB. FILL <br />CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE <br />APPROVED METHOD. <br />EI INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. <br />FTG. TO TIE BEAM(8'-0" O.C. MAX U.N.O.)(REFER TO NOTES) <br />FOUNDATION KEY NOTES <br />1❑ BUILDER OPTION: IF SUBDIVISION DOES NOT REQUIRE MULTIPLE <br />STEPS, DEEP MONO DETAILS CAN BE DISREGARDED. CONTRACTOR <br />TO FOLLOW DETAILS L/S3 AND PLACE INDICATED PADS AT EACH <br />COLUMN. <br />NOTE: <br />WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON <br />GAS PREVALENT AREAS, APPENDIX "B" OF THE FBC <br />2010 IS TO BE IMPLEMENTED. CONCRETE STRENGTH <br />IN THESE AREAS ARETO BE A MINIMUM OF 3000 P.S.L. <br />THEREFORE, ANY AND ANOTES ON THESE PLANS THAT <br />INDICATE 2500 PSI SHALL BE REPLACED WITH 3000 <br />P.S.I. FOR THE CONCRETE STRENGTH. BORACORE <br />TREATED LUMBER IS AN ALTERNATE TERMITE <br />PROTECTION TO SOIL POISONING. <br />DISCLAIMER <br />IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL <br />INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF <br />CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. <br />IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR <br />CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & <br />FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. <br />NO EXCEPTIONS. <br />FOOTING SCHEDULE <br />O2'-0"x2'-0"x1'-0"d <br />W/ (3) #5'S EA. WAY <br />O2'-6"x2'-6"x1'-0"d <br />W/ (3) #5'S EA. WAY <br />2'-6"x2'-6"x1'-0"d W/ (3) #5'S EA. WAY <br />O <br />- = PADS ONLY REQUIRED WHEN L/S3 IS INSTALLED OTHERWISE <br />DISREGARD <br />O2'-8"x2'-8"x1'-0"d <br />W/ (4) #5'S EA. WAY <br />2'-8"x2'-8"x1'-0"d W/ (4) #5'S EA. WAY <br />3" <br />" = PADS ONLY REQUIRED WHEN L/S3 IS INSTALLED OTHERWISE <br />DISREGARD <br />O3'-0"x3'-0"x1'-6"d <br />W/ (4) #5'S EA. WAY <br />O4'-0"x4'-0"x1'-4"d <br />W/ (5) #5'S EA. WAY <br />O <br />3'-6"x2'-0"x1'-4"d W/ #5'S @ 6" O.C. EA. WAY <br />(3" FROM EDGE) <br />O4'-6"x4'-6"x1'-4"d <br />W/ (5) #5'S EA. WAY <br />O3'-0"x2'-0"x1'-0" <br />W/ (3) #5'S EA. WAY <br />COLUMN SCHEDULE <br />1 <br />0 <br />3 1/2"x5 1/4" P.L. COLUMN W/ HTT16 @ BASE <br />AND HTS20 TO GIRDER ABOVE <br />(3) - <br />0 <br />(3) - 2x4 SPF OR SYP #1 W/ 10d NAILS @ 8" O.C. W/ <br />(2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BASE <br />0 <br />4x4 #2 SYP. P.T. POST OR 3 %"x3 %" 1.8E PSL COL. W/ ABU44 @ BASE <br />AND (2) MTS12 TO BEAM ABOVE <br />® <br />(3) - 2x4 SPF OR SYP #1 W/ (2) HTS20 TO BEAM BELOW <br />O5 <br />3 1/2"x3 1/2" P.L. COLUMN W/ HTT16 @ BASE <br />AND HTS20 TO BEAM ABOVE <br />(3) - <br />O <br />(3)-2x4 SPF OR SYP#1 W/10dNAILS @8"O.C.W/ <br />HTT16 BASE SEE ROOF PLAN FOR COLUMN CONNECTORS <br />@ <br />O <br />(3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ <br />(2) - MTS12 TO BEAM ABOVE & (6) - 16d TOE -NAILS @ BASE <br />0 <br />5 1/4 x7 1/4 P.L. COLUMN W/ECCQ68SDS2.5 TO BEAM ABOVE <br />& HTT16 W/ 5/8" ATR DRILLED & EPDXIED W/8" EMBEDMENT <br />9 <br />0 <br />3 1/2"x5 1/4 P.L. COLUMN W/ ECCQ46SDS2.5 TO BEAM ABOVE <br />& HTT16 W/ 8" ATR DRILLED & EPDXIED W/ 8" EMBEDMENT <br />10 <br />5 1/4"x5 1/4 P.L. COLUMN W/ HTS20 TO BEAM ABOVE <br />& HTT16 TO BASE <br />\! <br />(3) - 2x4 SYP #1 W/ 10d NAILS @ 8" O.C. W/ <br />MTS12 TOP AND HTT16 BASE <br />} <br />(2) <br />6x6 P.T. POST OR 5 1/4"x5 1/4" 1.8E PSL COL. W/ (2) MTS12 TOP AND <br />HTT16 @ BASE <br />5 1/4"x5 1/4 P.L. COLUMN W/ HTT22 @ BASE AND <br />LGT2 TOP. <br />(2) @ <br />3 1/2"x 7 1/4" P.L. COLUMN W/ HTT22 @ BASE <br />3 1/2"x 3 1/2" P.L. COL. W/ LSTA24 BM. TO COL. <br />W/ (18) 10d NAILS W/ (6) 16d TOE NAILS TO BASE PLATE <br />DRY LINE TO ICE BOX <br />- - - - - - - - - - - - - - - - - - - <br />SINK <br />DUAL VALVE <br />UNDER SINK <br />A� R. O. DETAIL <br />S1.1% N.T.S. <br />W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB <br />1/8" SAWCUT x 1/4 <br />OR FIBERMESH <br />SLAB THICKNESS <br />REINF. SEE PLAN. <br />WHERE SHOWN ON <br />FOUNDATION <br />PLAN <br />LU <br />W <br />J <br />>: CO a. <br />1 CONTROL JOINT DETAIL <br />S1.1 SCALE: 1 1/2"=V-0" <br />°'_ vp--#5 CONT REINF <br />SEE FND. FOR <br />QUANTITY <br />r ' <br />#5 X 25" X 25" <br />CORNER BAR <br />ONE FOR EA. <br />HORIZ. REBAR, <br />sut=a`=z� <br />TYP. U.N.O. <br />2 TYP. CORNER BAR <br />S1.1 PLAN DETAIL <br />SCALE: 1 1 /2"=V-0" <br />"- �- O (D -_ <br />I-,- rn O <br />00 <br />LL <br />r 00 <br />— <br />I <br />CL <br />O 4- <br />, <br />g <br />:j <br />k � <br />1 <br />LU W <br />,C)�t^?t�ltl�li/i <br />Zz <br />a.a� <br />�z <br />u: <br />00� <br />tno <br />V N L atx' <br />�8o�y <br />O <br />x' <br />oQp.: <br />caiZz <br />F <br />voEr <br />ub <br />7 <br />U3 <br />z o <br />�, T <br />',-� <br />LLLLs�O <br />Iz <br />;j <br />^� �;�1..° CV <br />ti <br />LLI <br />S 6 <br />� u. O <br />:11" <br />'b ^J r� j _ Q <br />V <br />�ZLL <br />W� <br />� v ❑ <br />�D <br />U <br />7 <br />- 1C0D'JA3SQ:Ch\:11:11 <br />rIn <br />V <br />LCN <br />W <br />^< <br />L.L <br />d- <br />< <br />W <br />Z_ <br />N <br />I <br />L.L <br />0 <br />a <br />mt <br />Z <br />0 <br />OI <br />Z <br />z <br />O <br />W <br />Q <br />p <br />J <br />Q <br />CO <br />w <br />ram^^ <br />vJ <br />0 <br />0 <br />T <br />x <br />c� <br />iY <br />r <br />a <br />0 <br />U <br />U <br />LU <br />title: <br />W <br />lr Pni minAT1r)NI PI ANI <br />z I MONOLITHIC <br />0 <br />z project no. 2017447 <br />w checked: AB/MC <br />0 <br />drawn- <br />0 <br />date: 07-27-17 <br />N scale: AS SHOWN <br />I <br />%.:) 1 <br />i 1 I <br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such. <br />