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0 <br />4 <br />4" <br />18'-0" <br />----TE1---- <br />J <br />IF2-30X30 <br />g.4" <br />1 <br />^_ 4" CONC. <br />SLAB <br />1 w <br />o_ <br />LL <br />1-30X30 <br />'v <br />c' � —1— ——FM-16X18 EXTEND <br />SLAB 1 1/2' Y <br />1 1.1 m <br />22'-2" <br />I <br />o I <br />m I <br />I <br />Im <br />I� <br />4 <br />1 <br />� 1 <br />fj&t§u8 <br />1—FmR7m <br />4" CONC, <br />SLAB <br />• w <br />glLL <br />F1-24X24 <br />TE-1 <br />— _ FM-16X18 — <br />1" PVC CHASE <br />FOR ELEC. @ <br />ISLAND <br />19'-0" <br />0'-D" <br />TOP OF <br />SLAB <br />I <br />4" PVC <br />CHASE <br />EXTEND <br />SLAB 1 1/2" <br />N <br />�A. <br />8 L — — — — LE-2— — <br />tt <br />*-5 1/2" <br />1 <br />z <br />Lu <br />'CON <br />SLAB <br />�� SLAB q <br />W N <br />H <br />SLOPE 1/8" M <br />PER FT. <br />�I <br />10" 2,-0„ 16,-0„ 2'-O , <br />*:7112" <br />FM-16X18— — <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 --V-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-W, 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 />11,01NDICATES #8 BAR, OINDICATES #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 />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 6-13, USING: F'm = <br />2,000 PSI, TYPE "M" OR'S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />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 W WM SIZE, <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6tb EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x8 W"$.W 1.4 OVER <br />GENERAL <br />3 1/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3d' 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-16x18 <br />16" <br />CONTINUOUS <br />IF, <br />- <br />(2)#5s <br />FMC-1Sx18 <br />16" <br />CONTINUOUS <br />181, <br />- <br />s <br />#5 IN CURB <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />12" <br />a <br />() 's <br />(-)8" BELOW GRD <br />TEA <br />8" <br />SEE PLAN <br />B" <br />- <br />a <br />- 0•-4" <br />TE-2 <br />8" <br />SEE PLAN <br />7frors <br />- 0'-0" <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />s <br />#51N CURB <br />VARIES <br />Ft-30X30 <br />30' <br />30' <br />12" <br />(3)#Ss <br />(3)#5s <br />(-)8"BELOWGRD <br />F2-30X30 <br />30" <br />3d' <br />12" <br />(3) #5'a <br />(3) #5's <br />- 12" BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 114" = 1'-0" <br />A I C N I T I C T i <br />016 <br />Des�n <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdWgngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813888.2628 <br />FAX: 813-MG-2802 of <br />SVISDIV. da LOT: <br />SILVERADO <br />LOT #16 <br />BLK #13 <br />PROJNSCT# <br />03719.000-16131 <br />MOn211A <br />2795-F <br />GARAGE SUING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />