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kl`z;m <br />28'-8" <br />9'-8'. <br />9'-6" <br />15'-10" <br />3'-4" <br />36' 2" <br />01-0.1 <br />TOP OF <br />SLAB <br />• F <br />—FM-12X12 <br />I 1 <br />FM-12X18_ <br />I <br />N <br />� <br />4" CONC. <br />ILL <br />a <br />O w <br />rn a <br />SLAB ILL <br />+3 1/2" 1.-0„ F-24X24 <br />/ <br />r 1 <br />_ <br />_ <br />FM-12X18 EXTEND <br />r <br />�rJ <br />1.1 <br />SLAB 1 1/2" <br />4" PVC <br />r <br />1A <br />CHASE�ir <br />ffffffi <br />1.1 <br />; <br />�r <br />I <br />r� <br />/r <br />r <br />Sri <br />I <br />'OT8P <br />iP"TOP—OF <br />- <br />%'rr <br />SLAB <br />^ <br />i <br />I <br />r� <br />/ <br />i� <br />i� <br />I <br />Ix <br />I <br />N <br />-- <br />I <br />•I <br />r, <br />'� <br />r� <br />rr <br />I <br />r� <br />15-8" <br />1.1 <br />1.1 <br />o <br />TE-i <br />I <br />I <br />N <br />• I <br />I <br />+-5 1/2" <br />° <br />171-81, <br />5 <br />3'-0" <br />I <br />I <br />I <br />�I <br />(V <br />NI <br />I <br />�I <br />I <br />11 I <br />1 <br />EXTEND <br />SIM. <br />r----- 1.1 <br />SLAB 1 1/2" <br />1A <br />2 <br />14' � . •- �1 FM-12X18 <br />.CON. <br />1 LAB a N <br />wl r <br />N <br />• I <br />to <br />f I <br />1+,31/2" oal g <br />/n 3'-5" <br />y� <br />SIM. <br />I <br />I <br />.1 <br />`---- 0 <br />2 1A-71/2" <br />1 <br />1A 1 <br />1d 1.1 '4 <br />L 1.1 <br />— <br />FM-12X18 1.1 1.1 J <br />— — — — <br />0 <br />LA�F C-12X 8 <br />— <br />12 FM-X18 <br />— — — — <br />FMC-12X18 <br />— — <br />4 <br />4 <br />fl <br />1.1 <br />to <br />10'-2" <br />3'-10" <br />2'-8" <br />16'-0" <br />2, B" <br />21'1" <br />14'-0" 4'-4" <br />39'-8" <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 �0'4'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", 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 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 />I I.GINDICATES #5 BAR, MINDICATES #6 BAR,MNDICATES #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 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER'} 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 />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 />I WIDTH <br />I 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 />10' <br />- <br />( s <br />(+)0"-0" <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2) #5's <br />+ 0"-0' <br />FM-12x18 <br />17, <br />CONTINUOUS <br />18" <br />- <br />(2)#Fs <br />(+)0'1' <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2) s <br />(+)0"-0" <br />FMC-1208 <br />12" <br />CONTINUOUS <br />16" <br />- <br />O 's <br />VARIES <br />F-24x24 <br />24" <br />2C <br />s <br />s <br />(-)0"4" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />IN <br />• <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />dd <br />a <br />04 <br />B,LTHDIV. dt LrOT: <br />ABBOTT PARK <br />LOT #29 <br />BLK #7 <br />PROJECT# <br />04181.000-29071 <br />MODELA <br />4EBB <br />"1828—CALL" <br />GARAGE BWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH MR. C <br />n <br />06 15 21/4"=1�-0"1 <br />