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6R'.11" <br />15'-0" 164" 17'-2" <br />5'4" <br />T-10" <br />4'4" <br />0TST <br />P'OL--0A16"" <br />OF. <br />B <br />------------------- <br />TE-1 <br />—----- <br />----- <br />I1I11IIIII <br />4" CONC. <br />SLAB <br />x <br />m <br />4- PVC <br />91_2" 3_i <br />CHASE <br />-3 1/ <br />------FM-i6X18 -------J <br />�� <br />1 <br />I <br />L—TE=2 � <br />7.1 EXTEND <br />�� <br />I <br />SLAB 1 1/2" <br />I Iw <br />1� <br />I <br />-31/2 <br />a ;; <br />11 <br />I <br />F TE-2 <br />�I <br />I 12 <br />I 11 <br />" <br />I <br />1 <br />0'-0" FIN. ELEV. <br />1 <br />FIN. CONC. SLAB 11 11 <br />1"PVC CHASE It <br />I <br />FOR ELEC. @ <br />1 <br />I <br />ISLAND ;; ; i <br />cp <br />I <br />1 <br />I <br />e !1 <br />I <br />34'-10" ; 1 <br />13'-2" <br />Y <br />j <br />ILL <br />;1 <br />to <br />--------------TE1--- <br />1-31/2" <br />EXTENDm <br />I <br />I <br />SLAB 1 1/2" - <br />1 <br />' I <br />I <br />T3-4- <br />N <br />� <br />20,4,.1 <br />24'-4" <br />1 <br />I <br />� <br />EXTEND <br />SLAB 1 1/2" <br />r----� <br />�2 <br />31 <br />.1 <br />o <br />o <br />Eo <br />*-5 1/2" 4 <br />1.1 <br />FM ------------8�_0,3'T <br />4 <br />T-10" <br />6.4„ <br />6".. <br />_4" <br />IT4" <br />28'4 <br />48'-0" <br />/-4" CONC. <br />SLAB <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 +4-0", 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 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, E1INDICATES #6 BAR,MNDICATES 97 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 #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 402/502-16, 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 i OF SLAB SUPPORTED <br />T-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 />I REINF. <br />I REMARKS <br />6x6W1.4XW1.4 OVER <br />GENERAL <br />3 1/7' <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 />LONG <br />FM-16k18 <br />16, <br />CONTINUOUS <br />18" <br />- <br />(2)#Vs <br />FMC-1608 <br />16" <br />CONTINUOUS <br />16' <br />- <br />(2) #5's <br />#51N CURB <br />VARIES <br />F-24x24 <br />24" <br />24' <br />17' <br />(2) #5's <br />(2) #5's <br />_ <br />(+)0"-0" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1)#5's <br />_ <br />(_)0•.0" <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />(1) 's <br />(1)#5 IN CURB <br />(-0'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4"= V-0" <br />A R C N IT E C T 8 <br />6 <br />Grouse <br />ml <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngmup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROJ.11VID. <br />DRAFTING INC. <br />5439 BEAUMONT CENTERSUITE 1004 <br />TAMPA, FLORIDA 336 <br />PH: 813-886-2628 <br />FAX: 813-SM2802 <br />sUDDIV. ac LoT <br />SILVERADO <br />LOT #15 <br />BLK #10 <br />PROJECT <br />03719.0M-15M <br />MODEL. <br />S— <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />v.150 MPH EXP. B <br />