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39'-8- <br />11'-0' <br />9,_6, <br />15,_10. <br />3,4. <br />• <br />FM-X2 <br />2X 8 — — _ — <br />_ — <br />m <br />IN <br />_ 4'CONIC, R <br />n <br />I' <br />w SLAB ILL <br />oW <br />ya 4:31/2 t�-0• LF-24X24 <br />l <br />10'-0 <br />10 <br />r 1 <br />FM-12X18 EXTEND <br />,.1 <br />SLAB 1 1/2' <br />I <br />I <br />I <br />' <br />I <br />�I <br />I <br />o <br />I <br />TOP OF <br />SLAB <br />N <br />i� <br />I <br />I <br />�I <br />I <br />I <br />I7 <br />I <br />I' <br />I <br />I <br />•I <br />I <br />I• <br />I <br />1 <br />4' PVC <br />b <br />Q`, <br />CHASE <br />1• <br />TE-1 <br />— <br />fV I <br />I I <br />4-5 1/2 <br />42'-8' <br />17'-8' <br />5 <br />I <br />I <br />4 <br />�I <br />N <br />?I <br />I <br />91 <br />LLI <br />I <br />1 <br />EXTEND <br />SLAB 1 1/2' <br />2 <br />I4" CONC. tI FM-12X18 <br />m <br />1.1 <br />W <br />I SLAB awl N �. <br />N <br />. I <br />I $-31/2 N aI <br />4. <br />---- <br />*-71/2 <br />1 <br />1 <br />1.1 <br />ap <br />1.1 <br />L <br />1.1 <br />FM-12X78 _ J <br />0 <br />FMC•12X18 <br />v <br />FM-12X18 <br />FMC-12X118 <br />4 <br />4 <br />1.1 <br />1.1 <br />10'-2' 3'-10" <br />2'-8" <br />161-0' <br />21'-4' <br />14'-0' 4'-4- <br />39'-8' <br />3 <br />1. <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 +4-17. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0% 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 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.MINDICATED #5 BAR, OINDICATES #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 W <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 (#6 = <br />30', #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 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE 05'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 6-13, USING: F'm = <br />1,600 PSI, TYPE •M' OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />3'-O" 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, Slh EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF, <br />REMARKS <br />xW1.4 OVER <br />Bx8 W '*1' 4 <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 />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />8'SEEPLAN10 <br />- <br />s <br />+)D•-p' <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12' <br />- <br />2 # s <br />FM-12x18 <br />12' <br />CONTINUOUS <br />18, <br />(2) #5's <br />(+)0'-0' <br />FM-18x18 <br />18' <br />CONTINUOUS <br />18' <br />- <br />s <br />FMC-1208 <br />12' <br />CONTINUOUS <br />18' <br />- <br />s <br />VARIES <br />F-24X24 <br />4 <br />24' <br />(- 0•-4 <br />1441 N. RONALD REAGAN BLVt <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />�aa� <br />� <br />BUDDIV. ae IAT <br />SILVERADO <br />LOT #33 <br />BLK #18 <br />PROJL'CT* <br />04128.002-33181 <br />MODEU <br />4EBB <br />"1828—CALI" <br />GARAGE STUNG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />