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39'A" 28'-8" 11'4T 3'-4" I V-10" 9'�" 9'•8" ••4" — i — _ — FM-12X12 le r J FM-12X18 — • I § 4" CONC. SLAB arc _ I F-24X24� 1'-+-3 12 g a 0" • I 10 - 10'-0" EXTEND FM-12X18 1 7 SLAB 1 12" 1.1 I I I. I TOP OF I. i SLAB I� I I� I I I I �I I I I I XI LLI I I• 15'B" 5'•D" 19'-0" 4" PVC I CHASE L TE-1 — — — — • - �; s 1rz I -; -- 4» 17'-8" 2'-8" 130" 5 I I I I I• v . ILL a Q I I EXTEND - SLAB 1 12' FM-12X18 m �� 4"CONO . I — (aw SLAB I 12 i I LL w a I, 7 12 2 a -3 T-4" J I MC-12X18 FM-12X18 FMC•12X18 L FM-12X18 10 J 4 4 2'-8" 1 18'-0" 2'-8" 3'-10" 10'-2" 21'd" 4'-4" 14'-0" 3W-8" FOUNDATION PLAN SCALE: 114" = 1'-0" 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'-0", 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. S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1R" 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 WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I ONDICATED #5 BAR, BMDICATES #S BAR, EDICATES #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", 06 =38'), 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 2,000PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14. VERTICAL REINFORCING IN CMU SHALL BE *US 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.530-131ASCE 5-13, USING: Fm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C478 GROUT (3W0 PSp, UNITS LAID IN RUNNING BOND, 18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR WWNI SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS Bx8 W1.4-1.40VER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. LONG TE4 8" SEE PLAN IT - s + d'-d' FM-19112 IT CONTINUOUS 12, (2)#5's + .d FM-12z18 1 CONTINUOUS 18' FMA6x18 18" CONTINUOUS Is, - (2) 's INS + {p FMC-1208 IT CONTINUOUS 18' - (2) irs F-24X24 24" 24" 12' 7777s=rAr 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.4078 www.abde9WVoup.com L AA #: 0003325 �gS a J O a SUDDIV Se LOT: SILVERADO LOT #24 BLK" #7 PROJWT 4 28.00 -2407 moz)zL: 4EBB "1828-CALI" OARAOR S1►DE01 LEFT PAGM FOUNDATION PLAN 150 MPH EXP. B