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28'4" <br />'-4" <br />9'-B^ <br />T-2" <br />22' 2„ <br />T4^ <br />3'-2" <br />3'$„ <br />"' <br />SLAB <br />FM-12X12 - I- - - - 1 <br />- <br />. <br />- - - FM-12X18- - - - -� <br />i� <br />i' <br />30 <br />' <br />I' <br />4" GONG. w � <br />SLAB o- w <br />I ` <br />0 <br />a <br />ILL <br />3 1/2" <br />�' LF-24X24 <br />l <br />J <br />T-10" <br />6'-2" <br />( i <br />11,13 10 <br />1.1 <br />1 <br />FM-12X18 EXTEND <br />��i <br />I <br />1.1 <br />SLAB 1 1/2" <br />4" PVC <br />to <br />CHASE�� i <br />, <br />i� <br />i' <br />/ <br />r' <br />/r <br />r' <br />TOP OF <br />i <br />SLAB <br />M <br />�i <br />ro <br />I <br />i' <br />I/ <br />, <br />�i <br />I <br />I <br />� <br />i <br />IX <br />i' <br />N <br />4 <br />r, <br />I <br />5'-0" <br />i i <br />16-B" <br />I <br />� <br />I <br />1 <br />to <br />b' <br />1.1 <br />I <br />1• <br />c ---- <br />TEi ----� <br />I <br />"2'-8" <br />V' 1 /2" <br />1T-8" <br />5 <br />T-0" • <br />L7 <br />i <br />I <br />I <br />4 <br />I <br />I <br />�I <br />N <br />�I <br />I <br />I <br />N <br />LL I <br />1A I <br />I <br />1' <br />I <br />1 <br />EXTEND <br />SIM. <br />--- "eo 1.1 <br />SLAB 1 1/2" <br />1A <br />2 <br />I4" CON�� m FM-12X18 <br />SC. LAB <br />m <br />1.1 <br />I <br />a N r <br />' <br />N <br />:3 1/2" a) _ <br />3'S <br />11 <br />�1/2" SA <br />I <br />1 <br />2 <br />4:71/2" <br />1 <br />1A 1 <br />1.1 1. <br />- <br />ry <br />L 1.1 <br />FM-12X18 1.1 1.1 J <br />- - - - - <br />b <br />F C-12X 8 <br />- <br />FM-12X18 <br />- - - - - - <br />FMC-12Xi8 <br />- <br />4 <br />4 <br />1.1 <br />1.1 <br />T-10" <br />10'-2" <br />2'-8" <br />16'-0" <br />2'-8" <br />21'4" <br />14'4" 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 +4-0". <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.OINDICATES #5 BAR, 61INDICATES #6 BAR,ENDICATES #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 9W <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 #TS 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 j OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 71h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />616 WlA4 W1.4 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 />1 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 />FM-12x12 <br />17' <br />CONTINUOUS <br />12" <br />FM-12x18 <br />1T <br />CONTINUOUS <br />18' <br />(2) # 68 <br />(+)0'-d' <br />FMC-12x18 <br />1T <br />CONTINUOUS <br />is., <br />- <br />(2)#5's <br />- <br />VARIES <br />- 4x24 <br />24" <br />24" <br />U <br />(2)#5'8 <br />1 (2)h5's <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003326 <br />f <br />�a <br />it <br />W <br />0 <br />i <br />SuaDIV. Ae LoTil <br />ABBOTT PARK <br />LOT #14 BLK #12 <br />PHASE:4C <br />PROJECT* <br />04181.04C-14121 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE DWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />oa <br />rppmrrDATE: 2/04/22 <br />SCALE: 1/4-:7-0" <br />SHEET <br />s1 <br />