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4" CON, <br />SLAB <br />0'-0" <br />19'-4" <br />----TE1 <br />-----LI <br />1.1 <br />4'-4"`\` <br />3'-2" <br />T-2" <br />10'-4" <br />8'4' <br />F2-30X30I <br />1 <br />4" CONIC. <br />\\\ <br />v <br />SLAB <br />wa <br />w <br />t� <br />4" PVC <br />CHASE <br />F7-30X30 <br />q <br />rn a <br />\ <br />iv <br />'4" <br />9'-2" <br />5'-10" <br />-3 1/2* <br />@Z \\ <br />1 <br />1" PVC CHASE— <br />FM-16X18 <br />w <br />O <br />FOR ELEC. @ <br />Y <br />EXTEND <br />' <br />ILL <br />ISLAND <br />0 <br />SLAB / 1l2" <br />1.1 <br />I <br />I <br />a___________ <br />0 -0" <br />TOP OF� <br />__________a <br />�\\,` SLAB <br />I <br />L TE <br />bcb <br />%%% <br />i <br />-0'At. Iw <br />` <br />\` <br />XI <br />J <br />I` LL <br />TE 1 F <br />1 <br />12 <br />I 1.1 <br />%`\ <br />\\` <br />4 <br />0 <br />m <br />I� <br />I\\ <br />` <br />I <br />I� <br />LL <br />` \ <br />b <br />\ <br />I <br />20'-8" <br />29'4" <br />� <br />I <br />I <br />� <br />F <br />I <br />1 <br />1 <br />1 <br />I <br />I <br />11 1 <br />11 1 <br />tl 1 <br />u 1 <br />•=y� <br />_-- <br />TE2 —_ <br />I <br />I <br />1 <br />N <br />L <br />TE2 <br />— — — <br />— <br />g <br />,., <br />7 <br />1 <br />1.1 <br />-51Nay/2 <br />* <br />2'-3" <br />5.0, <br />II1I1 <br />II1I1 <br />18'-1180-0" <br />" <br />' <br />EXTEND <br />SLAB 1 1/2" <br />Y <br />2i <br />�R <br />1A <br />L <br />X18 <br />F33M'3-'16, <br />Fl-2424 <br />X <br />mLLr <br />1/2" <br />16 <br />FMC-16 <br />"CON . <br />a1 <br />r4r • <br />V4r <br />SLAB <br />m <br />I <br />2 <br />a <br />w <br />1.1 <br />i• <br />O o. <br />m <br />— <br />FM-1 18 <br />rn 1� <br />ro� <br />7'-8" <br />121, <br />1 <br />71/2 <br />4 <br />FM 16X18 <br />F1-24X24 <br />— <br />— <br />— <br />— — — <br />— FM-16X18 <br />u. <br />TE_i <br />sp <br />m <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 w0'-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 />WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />I I.AINDICATES #5 BAR, 13INDICATES #6 BAR,/NDICATES #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 900 <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 =361, 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 402/602-16, 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 WON 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 W1.4xWlA OVER <br />GENERAL <br />31l2' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30r' 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 />FW16x18 <br />16" <br />CONTINUOUS <br />IT <br />- <br />(2)#5's <br />FMC-l6xl8 <br />16, <br />CONTINUOUS <br />19, <br />- <br />(2)#5's <br />#5 IN CURB <br />VARIES <br />Ft-2424 <br />24" <br />24" <br />17, <br />1) 's <br />2) s <br />(-)8" BELOW GRD <br />TE-1 <br />91 <br />SEE PLAN <br />81, <br />- <br />(1 #5's <br />_ <br />(-)014" <br />TE-2 <br />e" <br />SEE PLAN <br />8" <br />- <br />(1) 's <br />- <br />(_)0•{p <br />CWC-12X12 <br />17• <br />CONTINUOUS <br />17, <br />- <br />() #5's <br />#5 IN CURB <br />VARIES <br />F1-30X30 <br />3a' <br />30" <br />17, <br />(3) #5's <br />(3) #5's <br />(-)V' BELOW GRIDF2-3OX30 <br />3a' <br />3a' <br />12' <br />(3) #5's <br />(3) #5's <br />-)17' BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 114" = V-O" <br />IR 1 <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL32760 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />wwwabdesigngroup,com <br />AA #: 0003325 <br />L <br />RAFTING BY: <br />ESIGN GROUP <br />AFTING INC. <br />UtMONT CENTER BLVD. <br />SUITE 1004 <br />A, FLORIDA 33634 <br />813886-2628 <br />: 813866-280200 <br />BVHDiv. de LoT <br />SILVERADO <br />LOT #7 <br />BLK #15 <br />PROJECT# <br />03719.001-07151 <br />1[O�EL• <br />2795— D <br />GARAGE ar/ING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />