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27'-10" v 1(Y-0" 1'-10" <br />EA <br />4" CONO <br />01-0" <br />SLAB i <br />TOP OF <br />(� wr �I <br />3'-6" SLAB 28' 2" <br />O w <br />FM-16x18 <br />---------I <br />II <br />1A <br />I <br />I <br />�I <br />iI <br />4"PVC i <br />CHASE 1i <br />ii <br />- <br />x ry <br />0' <br />m <br />ml <br />ILL <br />TOP OF <br />LLI <br />11 <br />II <br />SLAB 4 <br />iI <br />I� <br />11'•10" � I <br />T•5" <br />I <br />20'-5" <br />e <br />I I <br />1.1 CW-12x12 <br />I <br />I II <br />„ <br />— — <br />z�J <br />F-2 x24 <br />wit <br />CVvL-12X12 <br />o1 <br />�I— — <br />MOM LLI <br />a <br />UPTO2NDFLOOR v� I <br />I <br />I110 <br />0LD <br />(FIEVERIFY I <br />�ii� <br />EXACT LOCATION) 8 <br />Ilw <br />3'-0" ,d <br />s <br />9'4" <br />2'-8" <br />9'-0" <br />a <br />1A 1 <br />w <br />I <br />m <br />#3 TRANSFER <br />SIM. y <br />@4O.C. MAX <br />2 1A <br />II <br />N <br />40, <br />I� <br />_00'-0" FIN. ELEV. <br />FIN. CONC. SLAB <br />Io <br />I <br />m <br />yI <br />— — ——FM_16x18 — J <br />FMC <br />I ex18 <br />IF- 11 <br />2'-1 " <br />L — — FM-16x18 <br />— — — — <br />M <br />+-3 112" q <br />4" CONC. w � <br />v <br />SLAB <br />a <br />gl <br />LL <br />— — FM-12x18 — — — — J <br />4 4 <br />— <br />2,' 8" <br />18'-0" <br />37-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-a' <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 +.U'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +44% 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 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 />, 1.EIINDICATES #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 />16. 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: Fm = 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 />3'-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, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF, <br />REMARKS <br />6x6 W1.4xWIA OVER <br />GENERAL <br />31/2' <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 />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12xl8 <br />17, <br />CONTINUOUS <br />18" <br />- <br />(2) Ws <br />FM-16x20 <br />16, <br />CONTINUOUS <br />20' <br />-7r#g <br />s <br />FM-20X20 <br />20" <br />CONTINUOUS <br />20' <br />- <br />() s <br />FMC-16X20 <br />w <br />CONTINUOUS <br />20' <br />- <br />( 's <br />- <br />VARIES <br />CW-12xl2 <br />17 <br />SEE PLAN <br />12, <br />- <br />O s <br />- <br />(+ -a- <br />CWC-12X12 <br />1T <br />SEE PLAN <br />12' <br />-7f <br />TA s <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12' <br />s <br />s <br />(+)0"-0" <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />'s <br />I <br />I - 0"-0" <br />d N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />i <br />4 <br />W <br />f <br />O <br />aVSDIV. & LOT: <br />ABBOTT PARK <br />LOT #7 <br />BLK. #12 <br />PHASE 4C <br />PROJECT# <br />04181.04C-07121 <br />UODEL"• <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 3WINO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />11"""'a 12 27 21 <br />DATE / / <br />9CAL.E: 1/4"=1'-0" <br />SHEET <br />S1 <br />4 <br />W <br />f <br />O <br />aVSDIV. & LOT: <br />ABBOTT PARK <br />LOT #7 <br />BLK. #12 <br />PHASE 4C <br />PROJECT# <br />04181.04C-07121 <br />UODEL"• <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 3WINO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />11"""'a 12 27 21 <br />DATE / / <br />9CAL.E: 1/4"=1'-0" <br />SHEET <br />S1 <br />