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28'-W <br />11 <br />3'.4" <br />15'-10" <br />)'4. <br />3'-6" <br />36' 2" <br />_ <br />0'-0" <br />TOP OF <br />O <br />SLAB <br />m <br />FM-12X12 <br />� <br />ml <br />4" CONIC. °D <br />r fl <br />` <br />SLAB <br />arc <br />F-24X24� O,a <br />V-*0, 3 ill" <br />LL I <br />\ <br />10 10'-0" <br />1.1 <br />EXTEND FM-12X18 <br />� <br />4"PVC <br />SLAB 11/2" <br />111 <br />`\` <br />CHASE <br />1 <br />1 1A \\\ <br />I <br />0111. <br />N <br />TOP OF <br />I <br />F <br />SLAB <br />I <br />x <br />,, <br />\ <br />•I <br />I <br />�\ <br />I <br />xi mm <br />N <br />I <br />I <br />• I <br />\' <br />I <br />I <br />`d <br />1A <br />t <br />*-5 112" <br />17'-8" <br />2'A"4f, <br />I <br />3'-0" 5 <br />,.1 <br />I <br />o <br />I <br />I <br />i <br />N <br />I <br />ILL <br />o <br />I <br />EXTEND <br />1 <br />2 1A <br />SLAB 11/2" <br />_ <br />V <br />FM-12X18 V. I rL 4" CONC <br />• aim. <br />LL <br />H Io W SLAB <br />3•_5" 1/2" I IN a .$-31/2" I <br />I <br />to <br />*7 112" <br />y <br />s op_ J <br />1.1 <br />°p <br />1.7 <br />1 1A <br />1 <br />— — <br />1,4FMC--12XIS <br />FM-12X18 <br />— — — — — <br />FMC-12 18 — <br />— <br />4 <br />L 1.1 1.1 _ FM-12X/8 <br />— — — <br />0 <br />1.1 J <br />4 <br />7-8" <br />161-0" <br />2'-8" <br />T-10" 10'-2" <br />14" 14'-0" <br />21-A" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />FOUNDATION NOTES <br />t. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE 10'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-9-0", SEE SURVEY PLOT FOR NAVD. <br />5, PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAMAS <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 />11.01NDICATES #5 BAR, OINDICATES #6 BAR, ONDICATES #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 TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402MWA6, USING: Fm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />I REMARKS <br />6X6 W1.4XW1.4 OVER <br />GENERAL <br />31/2' <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 />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />1(y" <br />- <br />) s <br />FM-12X12 <br />12' <br />CONTINUOUS <br />12, <br />- <br />(2) #6s <br />FM-12X18 <br />12• <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FM-16X18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />(2) 's <br />(+Hp-p• <br />FMC-12X18 <br />12' <br />CONTINUOUS <br />19, <br />- <br />(2 's <br />VARIES <br />F-24X24 <br />4" <br />24" <br />12' <br />s <br />s <br />(_)p••.4•• <br />-1 N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />w <br />� <br />� <br />d <br />a <br />a <br />G7 <br />IyQyD <br />o <br />s� <br />C� <br />SU13DM & LOT14 <br />ABBOTT PARK <br />LOT #30 <br />BLK #11 <br />PROJECT# <br />04181.000-30112 <br />MODEL.• <br />4EBB <br />"1828-CALM" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 JWH E C <br />SCALE: 1/4"=1'-0" <br />8 si <br />