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39'-8" <br />28'-8" <br />'4" <br />9'-8" <br />T-2" <br />22•-2" <br />3'1" <br />36'-2" <br />3'-6" <br />`Q <br />TOP OF <br />SLAB <br />FM-12X12 — — — — 1 <br />— <br />— — — FM-12X18— — <br />— — — <br />r <br />I' <br />4" CONC. <br />SLAB <br />�a ILL <br />i <br />I <br />3 1/2LL .�-" L -24X24 <br />l <br />i t <br />3'-10" <br />8'-2" <br />. 1.1 <br />i <br />1 <br />- - - <br />FM-12X18 EXTEND <br />- <br />Sri <br />1.1 <br />SLAB 1 1/2" <br />4" PVC <br />i <br />1A <br />CHASE�� <br />J <br />I <br />�r <br />/f <br />if <br />i� <br />/ <br />I <br />�0 <br />TOP OF <br />SLAB <br />i/ <br />XI <br />/ <br />r, <br />r, <br />r, <br />r <br />i� <br />Ix <br />ILL <br />I <br />I <br />r <br />i� <br />r, <br />I <br />•I <br />�/ <br />I <br />5'-0" <br />i i 15'-8" <br />I <br />� <br />I <br />1 <br />1A <br />0 <br />I <br />iN <br />2-8" <br />17'_8,� <br />5 3' 0" <br />I <br />,., I <br />I <br />I <br />I <br />I <br />w <br />a <br />ti <br />� I <br />IA I <br />N <br />I <br />sI.1 <br />. <br />1 <br />EXTEND <br />SIM. <br />I--- <br />ro 1.1 <br />SLAB 11/2" <br />rIA 2 <br />14" CONC. �- �1 m FM-12X18 <br />SLAB 0. wl V r <br />0 <br />LL `r <br />1.1 <br />I <br />1 1 /2" ti a <br />6. <br />$-3 <br />02 <br />IA <br />1 <br />1A 1 <br />L1 <br />°? <br />L <br />FM-12X18 1.1 1.1 J <br />— — — — — <br />0 <br />FMC-12X18 '� <br />— <br />FM-12X18 <br />— — — — — <br />FMC-12X18 <br />— — <br />4 <br />4 <br />1.1 <br />1.7 <br />3'-10" <br />10'-2" <br />2'-8" <br />16'-0" <br />2'-8" <br />21'-4" <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'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +.0'4% 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 />11.01NDICATES #5 BAR, 19INDICATES #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 4021602-16, 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 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 I <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 />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 />We <br />FM-12xl2 <br />12, <br />CONTINUOUS <br />12" <br />- <br />(2) 05's <br />FM-1208 <br />17, <br />CONTINUOUS <br />18" <br />- <br />(2)#5'5 <br />FMC-1208 <br />12' <br />CONTINUOUS <br />18" <br />- <br />(2)#5'S <br />- <br />VARIES <br />-24x24 <br />24" <br />24" <br />1 <br />(2)#5'S <br />(2)#5'6 <br />(-)0"4" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-D" <br />4 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />ti <br />Y <br />dd <br />Its <br />i 69 <br />z <br />9 <br />1 <br />OXMDrv. as LOT: <br />ABBOTT PARK <br />LOT #20 BLK. #12 <br />PHASE: 4C <br />PROJECT# <br />04181.04C-20121 <br />MODELo <br />4EBB <br />"1828-CALI" <br />GARAGE 8WING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />08 <br />►!�Tir�� <br />DAR rE: 2/04/22 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1 <br />