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TE-1 <br />28'-2- <br />3'-8" <br />4 <br />0 -0. <br />R <br />w <br />LWI <br />TOP OF SLAB <br />ao <br />I— <br />4' CONC. f- <br />w <br />SLAB I <br />3 <br />0 <br />rn, <br />ow. <br />io <br />1.1 <br />r-------- <br />fM-16X18— <br />—1--- <br />I'NI-----4—� <br />1I <br />1 <br />I <br />10'-o" <br />11 B" <br />15'-4" <br />2' ° <br />1i V4" PVC <br />iCHASE <br />Ic0 <br />11 <br />C7I <br />N <br />� <br />cV <br />01. <br />g <br />TOP OF <br />I 2 <br />SLAB <br />11 <br />LL <br />w <br />U <br />V <br />11 <br />wq <br />O <br />I` <br />20'3' <br />T-5' <br />LL <br />� <br />� I z cw-12x1z <br />it <br />'a <br />F-2 4 o <br />ii <br />1.1 <br />I <br />u�i <br />0ii0 <br />cwvFlzx�g—— <br />w <br />w <br />Clo o <br />® W <br />r <br />a <br />u~i <br />ILL <br />Uii <br />I <br />1 m UP TO 2ND FLOOR <br />N <br />'? <br />(FIELD VERIFY <br />O <br />0allw <br />� <br />8 EXACT LOCATION) <br />5 <br />ii <br />I <br />I <br />1.1 <br />3'-W <br />= <br />d <br />0 <br />4 <br />1 <br />I <br />v <br />X <br />m <br />#3 TRANSFER STEEL <br />io <br />O <br />® 24' O.C. MAX <br />UI <br />N <br />iv <br />I m <br />2 <br />0'-0" FIN. ELEV. "2 <br />FIN. CONC. SLAB <br />I <br />I <br />1 1 <br />I <br />ao <br />I <br />to <br />10" <br />16'-0" <br />6x18 <br />L — FM-1— — — — <br />1 <br />m <br />I� 4 <br />7' 6-fAcq <br />L-1 <br />— — — — <br />FM-16x18J <br />R <br />a <br />FM-12x18 <br />Al <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-O" <br />FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +4Y-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 1/2" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.0INDICATED #5 BAR, MINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL <br />REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE <br />HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" <br />HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. <br />12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 <br />30% #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS <br />OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: <br />A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = <br />1,600 PSI, TYPE'M' OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />3'-O" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6[h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />I REMARKS <br />Bx6 W 1.4xW 1.4 OVER <br />GENERAL <br />3112. <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />12' <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />(+)0'-0' <br />FM-16xl8 <br />16, <br />CONTINUOUS <br />18' <br />- <br />2 #5s <br />+ '-0' <br />FM-20x18 <br />20' <br />CONTINUOUS <br />18" <br />- <br />2 a <br />(+0'-0' <br />FMC-16x18 <br />16' <br />CONTINUOUS <br />18' <br />- <br />2 # e <br />- <br />VARIES <br />CW-12xl2 <br />12' <br />SEE PLAN <br />12' <br />- <br />#5s <br />- <br />(+)0•-0• <br />CWC-12xl2 <br />12, <br />SEE PLAN <br />12' <br />- <br />2 57 <br />VARIES <br />F-24x24 <br />24' <br />24' <br />12' <br />2)#53 <br />2 # 8 <br />(+)01.0• <br />TE-1 <br />8' <br />1 SEE PLAN <br />8' <br />- <br />s <br />-)0•-4• <br />1441 N. RONALD REAGAN BI <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />1mg 7 <br />d <br />ppp <br />b <br />O <br />� <br />tlt <br />a <br />9L78DIv. a LOT <br />ABBOTT PARK <br />LOT #16 <br />BILK #15 <br />PROJECT* <br />04181.000-16151 <br />MODZU <br />4EHB <br />"2605— HAYDEN" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH EXP. <br />DATE; <br />oa/si/zo <br />8CALE: 1/4"=1'-O" <br />B*MET <br />S1 <br />