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3 <br />1d <br />28'-8" 11'-0" <br />3'4" 15'-10" 9'-0" <br />9'-8" '4" <br />— — — — — — — . <br />1 FM-72X12 <br />FM-12Xt8 <br />mIo <br />N' <br />4" CONC. N <br />LLI $LAB <br />OJ o' LL <br />F-24X24 <br />V-0. * 3 1/2 <br />10 10'-0" <br />- <br />I <br />EXTEN FM-12X18 1 <br />I <br />SLAB 1 112" <br />I <br />I <br />I 1t1 <br />Imo— <br />I. <br />OF <br />I <br />I <br />SLAB <br />Im "' <br />N <br />I� <br />I <br />I <br />I <br />I <br />I <br />'I <br />I <br />xl <br />I <br />I <br />.I <br />�I <br />I. <br />I <br />6-W <br />I <br />t9'-0" <br />I 4" PVC <br />I <br />CHASE <br />_LE-1 <br />1• <br />I <br />5 112 <br />41 <br />a" <br />I <br />' 1 T-8" <br />2'-8" <br />3'-0" 5 <br />I <br />I I <br />4 <br />I I <br />m m <br />IH <br />. <br />I <br />ILL o <br />I <br />EXTEND-1 <br />2 <br />I <br />SLAB 112" <br />1.1----, I <br />m 4" CONC. <br />m <br />N <br />FM-12X18 I <br />N IOW SLAB I I <br />1l2 i I, <br />3'-4" I <br />I <br />7 12 <br />2 LL <br />-3 <br />Ool J <br />FMG12X18 'r <br />FM-12X18 <br />— — — — — — — <br />FMC-12XIB <br />— <br />1.1 11 <br />FM-12Xt8 J <br />— — — <br />0 <br />4 4 <br />2'A" <br />16'-0" <br />2'-8" <br />1 4'1" <br />3'-10" <br />10'-2" <br />21'-4" <br />39.-8„ <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 + 0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-U-W, SEE SURVEY PLOT FOR NGVD. <br />5. 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 12" 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 />WINDOWIDOOR 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,WNDICATES 97 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 />3(", #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 #5'3 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. 530.13/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: Fm <br />1,500 PSI, TYPE "M" OR-T MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />X-V O/C MAX. SEE PLAN FOR WWVM 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 />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4—A OVER <br />GENERAL <br />312' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3tt' LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />F. <br />10, <br />- <br />s <br />- <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12' <br />(2) #69 <br />FM-12x18 <br />12' <br />CONTINUOUS <br />18' <br />(2)#Us <br />(+K)•-0" <br />FM-16x18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />i m s <br />FMC-12x18 <br />17, <br />CONTINUOUS <br />16' <br />- <br />% <br />VARIES <br />24 <br />21' <br />s <br />s <br />(40"'1" <br />1441 N. RONALD REAGAN SL <br />LONGWOOD, FL 32750 <br />PH: 407-774-8078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA#: 0003326 <br />i <br />h <br />141 <br />is <br />0o <br />5 <br />O <br />BXMDTV. as LOT: <br />SILVERADO <br />LOT 7 <br />BLK 19 <br />PROJECT# <br />04128.002 07191 <br />MODEL» <br />4EBB <br />"1828-CALI" <br />GARAGE E IIMG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH KU. B <br />