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E <br />z <br />U D7 <br />O <br />4 <br />39'.A" <br />28'-8" <br />3'-6" <br />3V-2" <br />0'-0" <br />TOP OF <br />1 <br />SLAB <br />— 1 — — — — FM-12X12 <br />— — — — — — FM-12X18 — <br />m <br />X <br />\ <br />\` <br />w <br />SLAB <br />LLI <br />F-24X24-31/2 <br />- 10'-0" <br />10 <br />%` <br />1.1 . <br />EXTEND FM-12X18 1 <br />I `;\ 4"PVC <br />SLAB, 1/2" <br />"'y"CHASE <br />,; <br />\ <br />I <br />. <br />TOP OF I <br />SLAB <br />\ <br />\ <br />`\ <br />I <br />yyI <br />2 <br />1` <br />�51/2 <br />I I <br />4" <br />Y-0" 5 <br />I <br />4 <br />IN <br />I� I <br />EXTEND <br />SLAB 1112"fjF <br />LIMC.12XI. <br />M-12X18 D I4'CONC.�wSLAB-71/2 <br />I .� <br />23'-4" <br />J <br />1.1 <br />FM-12Xi8 ' <br />FMC-1 18 <br />L 1.1 _ FM-12X18 1.1 <br />4 4 <br />1.11.1 <br />2'-8" <br />16'-0" <br />2'-8" <br />4'-4" <br />3'-10" <br />10'-2" <br />21'-4" <br />14'-0" <br />39' 8' <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-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 +-W-O". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. <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.OINDICATED #5 BAR, OINDICATES #6 BAR,■NDICATES #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. 530-113/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: Fm = <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 />3'-0" OIC 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 />6x6 W 1..1.4 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 />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM RE INF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />E-1 <br />8" <br />1 <br />- <br />a <br />+ 0"-0" <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />a <br />+0"-0" <br />FM-12x18 <br />1211 <br />CONTINUOUS <br />18" <br />- <br />(2) We <br />+ 0'-0" <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />a <br />No <br />FMC-12x1S <br />12" <br />CONTINUOUS <br />18" <br />- <br />e <br />#5 IN CUB <br />VARIES <br />- <br />24^ <br />s <br />e <br />(-)g-4 <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-77448078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003326 <br />6 <br />sUnDrv. ae LOT <br />ABBOTT PARK <br />LOT #7 <br />BLK #15 <br />PROJECT, <br />04181.000-07151 <br />1[ODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />