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28'-8" <br />'-4" <br />9'-8' <br />9'-6" <br />15'-10' <br />T-4• <br />36'-2" <br />X-6� <br />tO <br />T� OP OF <br />SLAB <br />——FM-12X12 — f <br />— — — 1 <br />— <br />— — — FM-12X18— — — — <br />—�i <br />4" CONC. <br />4 <br />i <br />x <br />w SLAB. <br />.031/2 1"-0"" LF-24X24 <br />l <br />10'-0" <br />, I• <br />r <br />1 FM-12X18 EXTEND <br />I <br />1.1 SLAB 1 110 <br />4" PVC <br />CHASE"" <br />lll,J <br />%� <br />IT— <br />I <br />SLAB <br />„ <br />IX <br />if <br />LL <br />,� <br />19'-W <br />5'-0" <br />1.1 <br />� <br />TE-i <br />I <br />"r-e• <br />4 5 112 <br />1T-8" <br />5 <br />3 -0" <br />I <br />11 <br />LLI <br />i <br />I <br />N <br />. <br />1 <br />EXTEND <br />SLAB 1 1/2" <br />2 <br />14 CONC. �1 FM-12X18 <br />SLAB awl <br />1*31/2 a1 :I <br />3-4 <br />IcI <br />�---- <br />c <br />2 <br />*-7112 <br />1.1 <br />ap <br />I <br />1.1 1.1 <br />FM-12X18 <br />L — J <br />FMC-12X18 ° <br />FM-12X18 FMC-12X18 <br />0 <br />4 <br />4 <br />1.1 <br />1.1 <br />10'-2" <br />Y-10" <br />4.4" <br />2'-8" <br />16'-0" <br />7-8" <br />14'-0" <br />21'-4" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-U-G', 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 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 />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 />111MNDICATED #5 BAR, O^ INDICATES #6 BAR,WNDICATES #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. 530-13/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" OWS" 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-0" O/C 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 W1.4xW1.4 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 REINF. <br />TOP REINF. <br />TO.F. <br />SHORT <br />LONG <br />6" <br />s <br />"-0" <br />FM.12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />s <br />FM-1208 <br />12" <br />CONTINUOUS <br />18" <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18 <br />- <br />s <br />#5 IN CURB <br />VARIES <br />JUN <br />i N. RONALD REAGAN Bl <br />LONGWOOD, FL 32750 <br />PH:407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA P. 0003325 <br />�aa <br />o <br />pp <br />rtro <br />q <br />IA <br />UBDIV 89 LOT:BBOTT PARK <br />LOT #9 <br />BLK #8 <br />PROJECT*1 <br />04181.000-09081 <br />MODEL" <br />4EBB <br />"1828-CALI" <br />GARAGE 8VnNO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />A.a <br />NO <br />DATE: 08/10/20 <br />dCALE: 1/4"=1'-0" <br />S1 <br />