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39'-B" <br />0� <br />3'4" 15'-10" 7-6" <br />9'-8" '-4" <br />3,-W <br />36,-2" <br />Q <br />TO OF <br />SLAB <br />Ok <br />FM-12X12 <br />\ <br />�\ <br />\\\`\ <br />`7 4" CONC. \" <br />�I SLAB w�I <br />W <br />F-24X24 11-0. *3112 <br />\� <br />10 <br />• I <br />`\ <br />`\\� <br />- <br />EXTEND FM-12X18 1 <br />\� 4' PVC <br />SLAB 1 1Y2" ,.1 <br />`\\ CHASE <br />\ <br />I <br />\ N <br />OF <br />SLAB <br />\ <br />ILL <br />I • <br />;, <br />\ <br />\ <br />I <br />W <br />I <br />• +5 1/2 <br />4" <br />17'1" <br />2'-8" 1I <br />11 3'-0" 5 <br />m <br />I <br />2 <br />IN N <br />I <br />EXTEND <br />I. <br />1 <br />2 <br />SLAB 1 1/2" <br />- - <br />'' <br />1• <br />FM-12X18 °D )� ri 4" CONC <br />' I <br />—.� ( w SLAB ) I <br />3-4" I )N a- 0_31 <br />I <br />,71/2 <br />i) <br />2 u <br />J J <br />c — <br />1.1 <br />M 1 1 <br />FMC-12X18 FM-12X18 v <br />FMC-1 18 <br />L 1.1 ,— — FM-12X18 — 1.1 J <br />Ir <br />4 4 <br />1.1 1.1 <br />2'-8" <br />16'-0" <br />2'-8" <br />4'-4" <br />Y-10' <br />101 <br />21'4" <br />14'-0' <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 +4-0% SEE SURVEY PLOT FOR NGVD. <br />S. 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 />WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.01NDICATED #6 BAR, GINDICATES #6 BAR,MINDICATES #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 0) 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. 530-131ASCE 5-13, USING: Pm <br />1,500 PSI, TYPE "M" OR"$" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED <br />3'-0" 0/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, 691 EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF, <br />REMARKS <br />6x6 W1AxWIAOVER <br />GENERAL <br />3 112" <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 />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT LONG <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- ( s <br />+ "-0" <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />(2)#5's <br />FM-16x18 <br />I <br />CONTINUOUS <br />1B" <br />- e <br />- <br />MC-12x18 <br />12" <br />CONTINUOUS <br />1 " <br />- s <br />95 IN CUB <br />VARIE <br />4" <br />s <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH:407-774-6078 <br />FAX: 407-774-4078 <br />www.abdooigngroup.com <br />L AA #: 0003325 <br />Q <br />M <br />® <br />Q <br />y <br />C <br />� <br />Ll <br />J <br />jilljon <br />ffummV. Ac LOTt <br />ABBOTT PARK <br />LOT 5 <br />BLK 10 <br />[PROJECT# <br />04181.000 05104 <br />MODETA <br />4EBB <br />"1828-CALI" <br />GARAGE awtxa: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />P-) <br />\LC�ROI�D A ABOUlMIM <br />AR NO W723 i <br />8CAL C: 1/4"-1'-0" <br />814EET <br />s1 <br />