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RR7EV <br />EXTEND <br />IF <br />rSLAB 1 10 <br />I <br />FM-12X12 <br />3 — FM-12X18 <br />1. 1 <br />4" CONC. <br />1. <br />'I <br />SLAB NI <br />N <br />o <br />LLI <br />io <br />a0 a *312 LLI <br />ro <br />F-24X24 <br />2'-8" <br />9'-6• I <br />0 <br />FM-12X18 <br />1 <br />I <br />11 I <br />I <br />•I <br />I o <br />I <br />I� <br />TOP OF <br />1"PVC CHASE <br />SLAB I <br />9 <br />N FOR ELEC. <br />ISLAND +II <br />LL <br />I <br />I <br />I <br />LLI <br />I <br />Y <br />I <br />I <br />� <br />- <br />I4"PVC"'' EXTEND <br />CHASE \ /j'� SLAB 1 1/2" <br />L_---_fL—TE-1 ----- <br />I <br />5 12 <br />I N <br />4" CONIC <br />SLAB <br />O <br />5 <br />I <br />Z <br />cU <br />FD <br />0'-0' <br />21 1. <br />4• <br />I <br />O a <br />TOP OF <br />17.6" <br />2'-8" <br />18'-0" <br />a °P <br />SLAB <br />I <br />Im <br />I6 <br />ILL W <br />Iw <br />I <br />O EXTEND <br />,1 <br />2 rn SLAB 1 1/7 <br />,. <br />FM-,2X78 <br />•�� <br />I <br />(� 4"CONC <br />Ij <br />Lil <br />6" <br />3,�. 6• IN �� In SLAB I <br />' <br />(y A-312 <br />ILL <br />Y <br />7 1/2 <br />FMC-12X18 FMC-12XI8 <br />FM•12X18 <br />•1 FM_12X18 J <br />L <br />— — — — — — — — — <br />— <br />F N & 12 X 12 <br />4 4 <br />t. 1. <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 +-0'-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0", 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 10 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 />WINDOWDOOR 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.MNDICATED #5 BAR, BNDICATES #B BAR, NDICATES #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 />3(r, #6 =38'), 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 2,000PSF. 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" OR-S" MORTAR, ASTM C478 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />I& WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3' OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WVWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6Lh EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />I REMARKS <br />6- Wi.4-1 4 OVER <br />GENERAL <br />3 12" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3T 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 />FM-11118 <br />iT <br />CONTINUOUS <br />19, <br />- <br />(2)#6s <br />FMC-12x18 <br />17' <br />CONTINUOUS <br />194 <br />- <br />(2)#5's <br />VARIES <br />F-2424 <br />24" <br />24" <br />12" <br />(21 #5's <br />(2) #5's <br />-)d"d' <br />FMAZ112 <br />17, <br />CONTINUOUS <br />12" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1) #Ss <br />_ d-0" <br />at <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />w .abdasigngloup.com <br />AA #: 0003325 <br />q <br />• <br />d <br />.Mq <br />0 <br />5 <br />> <br />uj <br />m <br />r- <br />2 <br />d1 <br />1_ <br />0 <br />>Q > <br />g <br />gxnmly ae LOT: <br />SILVERADO <br />LOT #10 <br />BLK #7 <br />Pnon=T# <br />0412 .002- 0072 <br />),toad: <br />4EAB <br />1672- ARIA" <br />GARAGE SWUM: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />50 MPH EXP. <br />ARCHrrECT <br />STATE OF FLORA <br />5 Eli <br />i <br />JAAM J. <br />m 070- <br />Dw /10/19 <br />8C 1/4'=1'-0 <br />1 <br />