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7E-1 <br />o <br />I I <br />4 <br />4" CONC. <br />w <br />SLAB <br />3 <br />ir <br />r'-------- <br />FM-16x18— <br />—1--- <br />----4--� <br />10'-0" <br />11'-8" <br />15'4• <br />2'-8" <br />4 <br />I <br />Im <br />I <br />�I <br />m <br />w <br />§ <br />TOP OF <br />SLAB <br />2 I <br />J <br />I <br />� <br />U� <br />I <br />F3 <br />wO <br />I <br />d n <br />20'-5" <br />9 <br />`I <br />riz CW-,2x,2 <br />I Iin, <br />172L - <br />B <br />O <br />I ii <br />F-2 <br />CW�-12xir1' <br />w <br />zo <br />— — <br />— — — — — <br />4" <br />VC :. <br />id <br />I <br />I UP TO 2ND FLOOR <br />rn <br />u <br />Ujj W <br />r <br />in <br />(FIELD VERIFY <br />I 8 <br />CH <br />a <br />E <br />I <br />Yrr-1 <br />EXACT LOCATION)�` <br />1.1 <br />5 <br />0.0. <br />�F$ <br />p <br />8 <br />y <br />I I <br />1.1 3' <br />TOP <br />P <br />'4 <br />? <br />9,_5" 9,-3" <br />9.-0" <br />2,_8" <br />9,4" <br />A <br />0 <br />t #3 TRANSFER STEEL <br />za• D.C. MAX <br />�@ <br />Ro" FIN. EL <br />IN <br />F. CONC. SLAB <br />Iw <br />xI <br />L _ FM-16x18— <br />I� 4 <br />4 <br />1.1 <br />1.1 <br />9'-8• T-6• 0 ILL <br />01 M <br />FM-16x,8 <br />. L ---- FM-12x18— <br />v <br />lV v <br />tV <br />6,_8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. <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 />B. 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.OINDICATED #5 BAR, OINDICATES #6 BARANDICATES #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 />1,500 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 i OF SLAB SUPPORTED <br />X-0" 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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 WIAXWIA 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 />I WIDTH <br />I 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) *Vs <br />- <br />(+)0'-0" <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18' <br />-7703 <br />s <br />+ •-0^ <br />FM-20x18 <br />20" <br />CONTINUOUS <br />le, <br />- <br />s <br />FMCA608 <br />IS$ <br />CONTINUOUS <br />16, <br />- <br />s <br />- <br />VARIES <br />CW-1202 <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />- <br />No' —a' <br />CWC-1202 <br />12" <br />SEE PLAN <br />12" <br />- <br />s <br />- <br />VARIES <br />F-2424 <br />24" <br />24" <br />12" <br />s <br />s <br />_ <br />(+)0".0^ <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />e <br />-)0'4" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 <br />0 <br />tltnoDIV as IAT <br />SILVERADO <br />LOT 19 <br />BLK 18 <br />PROJWT# <br />04128.002 19181 <br />MODEIc <br />4EHH <br />"2605- HAYDEN" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />50 MPH EXP. <br />