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TE•1 <br />2V-2" 3'-6" 8'-0" <br />5o <br />I <br />"-I <br />TOP OF SLAB <br />boo <br />4" CONC. Iw— <br />wa <br />SLAB I <br />3 <br />4 <br />I <br />1.1 1.1 <br />.1 <br />1118'-4" <br />2$ <br />i 4" PVC <br />I,i/ CHASE <br />11 <br />m <br />I <br />T� m <br />m <br />rn <br />SLAB <br />ii <br />11I <br />00uj <br />i <br />n <br />I <br />20'-5" <br />7'-5" <br />I i <br />LL <br />,pn <br />1 CW-12x12 <br />r l <br />U <br />a <br />L 1— <br />111� 6 <br />i t <br />Ito <br />F-21124 o <br />i i 1.1 <br />ujiCWC-12xi2� <br />II <br />— —I I — <br />LLJ <br />c- (� <br />y Q <br />to <br />I U11 (i <br />I m UP TO 2ND FLOOR(FIELD <br />a <br />ii W <br />VERIFY <br />I <br />(T— ^u <br />8 EXACT LOCATION) <br />x <br />1 <br />5 <br />O <br />? <br />9,-5„ 91_3,, <br />0 <br />4 <br />1 to I <br />N <br />#3 TRANSFER STEELI I <br />O I <br />24" O.C. MAX <br />h SIM. <br />v I I aQ <br />1A 2 <br />MIN"FIN. ELEV. <br />FIN. CONC. SLAB I <br />I <br />Ie <br />IoI <br />c <br />4 <br />I� <br />L — FM-18x18— <br />Im 4 <br />4 <br />4 <br />v <br />r w 4" CONC. <br />FM-16x18 <br />m <br />I $Lu SLAB <br />L-— — — FM-12x18 <br />Y <br />FOUNDATION PLAN <br />SCALE: 1/4" - l'-0" <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 />WINDOW7DOOR 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.MINDICATES #5 BAR, MINDICATES #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 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: Pm - 2,000 PSI, TYPE "M" OWS" <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 />I THICKNESS <br />REINF, <br />REMARKS <br />Sx6 W1.4xW1.4 OVER <br />GENERAL <br />31/7' <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 />I LONG <br />FM-12x18 <br />17' <br />CONTINUOUS <br />16' <br />- <br />(2)#T <br />_ <br />(+)0'-u' <br />FM-l6xl8 <br />16, <br />CONTINUOUS <br />16' <br />FM-20x18 <br />2W <br />CONTINUOUS <br />16' <br />- <br />(001'4' <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />181, <br />- <br />- <br />VARIES <br />CW-12xl2 <br />17, <br />SEE PLAN <br />12, <br />- <br />s <br />- <br />(+)0•.0 <br />CWCA202 <br />17 <br />SEE PLAN <br />17, <br />- <br />s <br />- <br />VARIES <br />F24x24 <br />24" <br />24" <br />12' <br />(+p-p <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />(-xg <br />1 N. RONALD REAGAN BI <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX 407-7744076 <br />wwwabdeWgngroup.com <br />AA #: 0003325 <br />fu <br />W�Y <br />SVHDIV. a LOT <br />ABBOTT PARK <br />LOT #38 <br />BLK #12 <br />PROJECT <br />04181.006-38121 <br />MODEL <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 9WINO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH EXP. <br />15 20 <br />DATE: 02/05/21 <br />DCALE: 1/4"=1'-0" <br />SKEET <br />s1 <br />