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28'-8" <br />11'-0" <br />3'-4" <br />15'-10" <br />9'-6" <br />9'-8" <br />,,4„ <br />3'-6" <br />36'-2" <br />TOP OF <br />`.Q <br />SLAB <br />" <br />— 1 <br />— — — — FM-12X12 <br />FM-12X18 — <br />IA <br />9 4" CONC <br />`- :0 <br />1.1 <br />SLAB a <br />`51 <br />F-24X24J +- a <br />r 3 1 /2" N <br />g <br />\ <br />10 <br />.I <br />\ <br />EXTEND FM-12X18 <br />1 <br />SLAB 1 1/2" <br />4" PVC <br />1.1 <br />1 <br />'CHASE <br />1A <br />I <br />\ <br />I <br />\�0101,I <br />` <br />\ <br />- <br />TOP OF <br />SLAB <br />I\ <br />N <br />\ \\ <br />\ <br />I <br />\\ <br />I <br />• <br />\\\ <br />i <br />``\` <br />N1 <br />` <br />I <br />L---- <br />TE1 <br />I <br />I. <br />,$ 5 1/2" <br />( <br />I <br />4 <br />17'-8" <br />2'-8" <br />1 <br />I <br />3 0 5 <br />I <br />I <br />4 <br />I <br />I. <br />IN <br />N <br />I <br />I� <br />N <br />� <br />„ <br />I <br />SIM. <br />EXTEND <br />1 <br />• <br />2 1A <br />SLAB 11/2" <br />1.1 ---_ <br />1,1 1.1 <br />FM-12X18 m Iw ri 4" CONC. <br />— <br />. <br />. Ig W SLAB , <br />I <br />SIM. 51 <br />3'-6 1/2' I IN a *31/ " <br />I . <br />-7 1/2" <br />b <br />11 <br />aP <br />i <br />�.12 <br />1 1A <br />1 <br />FMG12X18 <br />— — <br />FM-12XiB ~ <br />— — — — — <br />— <br />4 <br />F L 1.1 1.1 FM-12X18 <br />— — — — — <br />0 <br />4 <br />1.1 <br />1.1 <br />2'-8" <br />i6'-0" <br />2'-8" <br />3'-10" 10'-2" <br />4'-4" 14'-0" <br />2 V-4" <br />39'-8" <br />3oIiP1R I �lMI:C91MM <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 +-0'-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 112" 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.EIINDICATES #5 BAR, OINDICATES #6 BAR,1111111NDICATES #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", 06 =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: 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 i 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 12" <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 />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 />FM-12x12 <br />12, <br />CONTINUOUS <br />tz' <br />- <br />(2)#5's <br />FM-1208 <br />12, <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FM-16.18 <br />16" <br />CONTINUOUS <br />19, <br />- <br />O Ws <br />FMC-12x18 <br />12, <br />CONTINUOUS <br />16' <br />- <br />l) s <br />VARIES <br />724x24 <br />4' <br />24" <br />1 <br />s <br />s <br />(-)0"4-' <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />Im IN <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407.774, 078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />x <br />ha <br />Pi <br />a <br />o <br />0. <br />a <br />� <br />HU13DM de LOT: <br />ABBOTT PARK <br />LOT #26 <br />BLK. #7 <br />PROJECT# <br />04181.000-26071 <br />MODEI,c <br />4EBB <br />"1828—CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />