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39'4" '4" 9'-8" 9'-S" 15'•10" 3'4" — —FM-12X12 — , FM-1ix—le _ — — — — — R 1 Z 4'C I SLABILL A a IOw ILL m a 4 3 12 1--a- LF•24X24 10 1 FM-12X18 XTEND 'I SLAB 1 1/2" I I" I T.D� I SLAB - I I N LLI I I I� I. ILL I "I 5.4r 15'4r I 1 4" PVC CHASE __� TE•1 ___ — "2'-S' st2 17'-8" 3_0" 5 I I I LLI . I SLAB 1 1/2" 2 ( 14' CONG �1 FM-12X18 I SLAB awl '� r. js - 143IQ Nal �I I 3'.4^ -- 2 IO 4 712 L '1 FM-12X18 J F1L12)(12 MC•12X18 FM-12X18 FMC-1-18 4 4 1.1 1.1 10'-7 3'-10" 2'-8" 181-0" 2'-8" 21'4" 4'4" 39'.W 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 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-U-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 12" 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 WANDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. (INDICATED its BAR, @NDICATES MB BAR, WDICATES 417 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 (05 = 3(", NB =38'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING. FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS S) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS IS. 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: Pm= 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C478 GROUT MW PSq, UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WVwM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS BXB W1.4XW1.40VER GENERAL 3 1a 8 MIL VAPOR COMPACTEDFILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH W' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10, - + d'-t' FM-12X12 12' CONTINUOUS 12' 2)Ws FM-12X18 CONTINUOUS 18" FW1808 18" CONTINUOUS 18" - (2)65's +O•-O" FMC•1208 12' CONTINUOUS 18' (2)tt5's F-24X24 24" 24- 1 s s 11P u3DIV. As WTt SILVERADO LOT #12 BLK #7 ROJECT11111 041 .002-1207 MODULI! 4EBB "1828-CALM" OAVLAOR BVFU .. RIGHT PAGL': FOUNDATION PLAN 150 MPH EXP. B DAATO 01/18/19 sCAUM 1/4"=1'-0" SHL'L'T si