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39'-8" TE-1 4" CONC. SLAB IW W� WI ~ O a -3 1/2 ~ r FM-12X18 t EXTEND SLAB 2•-4„ 13,-4„ 10'4" 5'-8" 6'-2" I 1 I I I td I 0'-0" i� X a .I c T- OP OF SLAB I I. I I I , I I W-8" 21'40" I 4" PVC CHASE �� 20'4" °i 19'-4" I TE-1 I 5 1/2 EXTEND SLAB 1 1/2" I I 3'.0" g I I IJ I I� I ILL I 2 W EXTEND I 1A I 1.1 O SLAB 1 112" FM-12X18 4 U.,a.:SLABC I I w I LLI 4„ 3,4"4" IN 120.+-31 J I 2 I 11 I -71/2 I FMC-12X18 FM-12X18 FMC-12X18 1.1 L FM-12X78 J 4 _ _ 4 1.1 1.1 1 ['4"[ to 2-4:18'-0" 4'-0" '-4" 4'-6" 8'-10" 6', 13'4" FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'4% SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.DINDICATED #5 BAR, OINDICATES #6 BAR,NNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'), AND REINFORCING SHALL BE CONTINUOUS, 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #TS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: I'm = 1.500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLABI THICKNESS REINF. REMARKS 616 WlAXWIA OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS 11N FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 12' CONTINUOUS 16, - (2) #5's - (+)0'-0" FMC-12xl8 12, CONTINUOUS 18" - (2) s #51N CURB VARIES FM-12z12 17, CONTINUOUS 17, - (ims TI 8"SEE PLAN t5 — 1 #5 IN CURB (-W'-0" 1441 N. RONALD REAGAN Bl LONOWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdosigngroupcom AA M. 0003326 M 0 O F MO SLTHDM & LOT SILVERADO LOT 13 BLK 11 PROJECT# 04128.002-13111 MODEL.: 4ENB "1751- NEUVILLE" GARAGE 91WWO: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B DA 11/15/18 8CALM 1/4"=1'-0" s*mMT si