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12' 0" 26'-8" <br />'-4" 10'4" <br />9.4. 13'-4" 3'-10" <br />3,$„ <br />EXTEND <br />'4 <br />T�Op Op <br />SLAB 1 1/2" <br />M <br />SLAB <br />Y <br />----- ------ <br />FM-12X18 // 3 <br />- �- -4-- <br />FM-12X12 <br />4" CONC. <br />1.1 <br />I� SLAB % <br />IX <br />11 <br />x <br />0 <br />. Iuj N � 3 1/2" O a o <br />� <br />1A <br />LII <br />10 <br />6 <br />. <br />F- --- 1.1 <br />FM-12X18 <br />1 F-24X24 <br />1.1 <br />I <br />1q <br />4" PVC CHASE <br />I 1.1 <br />I <br />i� <br />0-6 <br />T'� pp OF <br />I <br />SLAB <br />m <br />! 1" PVC CHASE <br />/ <br />FOR ELEC. N <br />I ISLAND <br />X <br />N <br />i' <br />b I <br />I <br />� <br />I <br />I <br />I <br />EXTEND <br />SLAB 1 1/2" 1 <br />TE----- <br />----- - <br />*:s 1/2" v <br />N <br />I <br />a <br />I <br />1 i 2'_4„ <br />18'-0" <br />2'-8" <br />17'1" <br />I <br />.I W <br />M <br />I <br />1 1A <br />1A <br />I <br />I <br />xI <br />^ <br />Q <br />�I <br />~I <br />LL <br />a <br />1.1 <br />I <br />EXTEND O <br />2 <br />FM-12X18 <br />1 <br />SLAB 1 1/2" y A <br />1.1 1d <br />4 CONC, ro LLT <br />SIM. <br />jv <br />' I SLAB awl xI 6" �� <br />5" <br />ICS 1A SIM. <br />-3 1/2" <br />1.1 <br />to-_-_J LLI <br />I 2 <br />1.1 <br />r <br />FMC-12X18 <br />1 1.1 1.1 <br />L 1.1 FM-12X18 <br />MC- 4 4 <br />1.1 <br />t2X18 .1 FM-12X1814 <br />- <br />8'-6" <br />2'-6" <br />2'-0" <br />4'-4" <br />2'-0- <br />" <br />16'.0" <br />2'4' <br />11 _O" <br />6'4„ <br />38'-B" <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-0" <br />4" CONC. <br />SLAB <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'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVO. <br />5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN <br />TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAMS AS <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER <br />SERVICES. <br />S. 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 />I1.OINOtCATES #5 BAR, EIINDICATES #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", #8 =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 4021602-16, USING: Pm - 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 } 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 />REINF. <br />REMARKS <br />6x6 W1.4XW1.4 AVER <br />GENERAL <br />3 1.' <br />8 MIL VAPOR <br />I 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 />FW1208 <br />12, <br />CONTINUOUS <br />19, <br />- <br />(2) 05's <br />FMC-12a18 <br />12, <br />CONTINUOUS <br />19, <br />- <br />(I #3s <br />VARIES <br />F-2424 <br />24" <br />24" <br />12' <br />(2) 's <br />(2)#Vs <br />(-jp•�" <br />FM-12xl2 <br />12, <br />CONTINUOUS <br />12' <br />- <br />(2)05'8 <br />TE-1 <br />8" <br />SEE PLAN <br />8' <br />- <br />(1)#5's <br />--ry• <br />-1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: OW3325 <br />41 <br />StmDIV. at Lolcl <br />ABBOTT PARK <br />LOT #17 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-17121 <br />bwDELc <br />4EAB <br />"1672-ARIA" <br />GARAGE BNQMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />AA <br />NO <br />PRENT <br />DATjM 02/07/22 <br />8CALE: 1/4"=1'-0" <br />e <br />si <br />