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12 <br />3 \�\\ _ — _ — — — — FM•X18 <br />FM-12X 12 <br />4"CONC. <br />BLAB NI <br />r <br />`z N <br />R <br />I `` <br />LLI <br />a0w 31/2) <br />oa <br />F-24X24 <br />`\\ <br />`I <br />FM-12X18 <br />\�\\ PVC CHASE <br />�4' <br />`\ <br />I <br />CL <br />TOP OF <br />\\\\ 1' PVC CHASE -NI <br />SLAB I <br />R <br />N `\\ FOR ELEC. 0 <br />ISLAND i <br />I `\ <br />ip <br />� <br />• <br />v <br />N <br />1 I <br />I <br />n <br />EXTEND <br />SLAB 1 1/2' <br />-----T—E1 — <br />III <br />*6 1/2 <br />6 <br />i Z <br />1, <br />2'4" 1.1 <br />4 <br />O d—— <br />17'-8' <br />18''I <br />T 'P <br />Im <br />I� <br />I = <br />I <br />n M <br />• <br />II <br />O EXTEND - <br />SLAB 1 1/2' <br />-12X18 <br />4' CONCJ <br />1l <br />6P^ <br />LL, Icr <br />sLAag�31/2 <br />!3`4� <br />FMC-12X18 FMC-12X18 2 <br />' <br />*71/2 1 <br />1II2 <br />1' 2X18 141 <br />t•1 FM_12X1i8FM-1 <br />_ <br />1 <br />FOUNDATION PLAN <br />SCALE: 1/4' = V-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 +-9-0'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-W, SEE SURVEY PLOT FOR NGVD. <br />S. 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 />8. 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 />11.01NDICATED #5 BAR, EIINDICATES 06 BARMNDICATES 87 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 9w <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 (MS = <br />30', ##6 =38'), 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 #15'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. 630-13/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: F'm = <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 i OF SLAB SUPPORTED <br />3'-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 />REINF. <br />REMARKS <br />sxe W 1.4xW I A OVER <br />GENERAL <br />3 1/2' <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 />FW1208 <br />12, <br />CONTINUOUS <br />18" <br />- <br />(2)ffs <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />18, <br />- <br />s <br />#51N CURB <br />VARIES <br />F-24x24 <br />24' <br />24' <br />12' <br />2 09 <br />2 a <br />(- 0•-4- <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12' <br />- <br />(2)a5's <br />(-)0'-4' <br />TE-1 <br />8' <br />S E PLAN <br />8' <br />- <br />1 s <br />-)0--0- <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX 407-7744078 <br />www.abdosigngroup.com <br />AA N: 0003325 <br />8 <br />eLIODW ae LOT: <br />ABBOTT PARK <br />LOT #8 <br />BLK #8 <br />PROJECT# <br />04181.000-08081 <br />MODEIa <br />4EAB <br />"1672- ARIA" <br />GARAGE 8QIIJG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 RH E . C <br />