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CON <br />SLAB <br />FOUNDATION NOTES <br />-- — — — ---�----T—El -----�, <br />FM-t6X18 <br />'-2" 3'-2" 10'-3" 8'-4" F2-30X301 <br />4" CONC. <br />I <br />SLAB w <br />w FI <br />\. f CHASE F1-30X30 q <br />10- <br />v ; <br />v <br />", `, <br />1. PVC CHASE <br />1 <br />-1 <br />— <br />w Lj <br />- O <br />` <br />` , <br />FOR ELEC. (8 <br />ISLAND <br />'T <br />SLEXTEND <br />AB 1 1/2" <br />1 <br />I", <br />\ <br />8'-10" <br />22,-2" <br />LL <br />SLAB <br />I <br />4 <br />I <br />` <br />20'-0' <br />29'4" <br />4" CONC. N111* <br />SAB ' <br />SLOPE 118" / <br />oco c-r <br />8 <br />-EXTEND <br />SLAB 1 1/7 <br />---TEE22 ---'-- <br />%k -51 /2+ <br />-7 1/2d <br />- FM-114X18 <br />--LTE_2 <br />EXTEND <br />SLAB, 1/2" <br />kEygl <br />F1-24X24 <br />FMC-16X18 <br />1.1 <br />I <br />I <br />�I <br />�I <br />FM-16Xt8 <br />I <br />3 1/2" <br />3 -0" <br />4" CONC. <br />SLAB <br />a <br />Im <br />I <br />n. <br />N <br />91-W <br />Fi-24X24— <br />TE-1 <br />A <br />N <br />b <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'-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 />t 113INDICATES #5 BAR, CIINDICATES #6 BAR,BINDICATES #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.1.530.13/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 5-13, USING: Fm = <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 4 OF SLAB SUPPORTED <br />T-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, 6th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6X6 W I AXW I A OVER <br />GENERAL <br />3112" <br />8 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-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2) #Ss <br />FMC-18x18 <br />16" <br />CONTINUOUS <br />18" <br />-7273 <br />s <br />#51N CURB <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />12" <br />72TA s <br />s <br />(-)8' BELOW GRO <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />• <br />(-)0'-4" <br />TE-2 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />(- •-0" <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />1z' <br />- <br />59 <br />#51N CURB <br />VARIES <br />F1-30X30 <br />3a' <br />39' <br />12' <br />(3) #5's <br />(3) Aws <br />- " BELOW GRD <br />F2-30X30 <br />30" <br />31r <br />12" <br />(3) #5's <br />(3) #5s <br />- 12" BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-7744078 <br />FAX 407-7744078 <br />wwwAbdaslgngroup.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: 8134UW2628 <br />FAX; 813-SSG-2802 <br />str>sasv a xioT <br />SILVERADO <br />LOT #20 <br />BLK #13 <br />PROJZCT# <br />03719.000-20131 <br />mopaia <br />2795- B" <br />awRwas sw�r7a: <br />LEFT <br />PAGE. <br />FOUNDATION <br />PLAN <br />150 MPH E B <br />Piturr -11 <br />DATIM 10/19/20 <br />9CALJB: 1/4"=1'—O" <br />sHmmT <br />si <br />