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F 7 <br />3 6" <br />33' 10" <br />4 3 1/2" <br />4 <br />in <br />4" CONC. <br />I 4' I <br />4 <br />co <br />SLAB <br />CONC. <br />3 <br />Tipp pF M <br />wl lau ri SLAB Iw <br />1.1 <br />SLAB <br />� <br />� O a iv �- <br />. <br />r- <br />FM-12X18----------- <br />-- <br />---� <br />1 V-4" <br />6'-2" <br />5'-10" <br />9'-0" <br />I <br />( <br />TOP OF <br />N <br />SLAB <br />I <br />m <br />Z <br />c <br />v <br />O <br />i <br />4" PVC` <br />CHASE <br />I <br />�I <br />LLI <br />I <br />.\ <br />o> <br />I <br />N <br />" <br />26 <br />11-4- <br />1 <br />1.1 <br />I <br />I <br />I' <br />.I <br />I <br />A <br />I <br />EXTEND <br />TE2 <br />sLAB, 1n" <br />r— -- <br />----� <br />A <br />.I <br />95" <br />28" <br />B, <br />F' <br />I 1 n" <br />I <br />5 <br />3._5. <br />w <br />I <br />� <br />� <br />I <br />g 4" CONC� w <br />I <br />N <br />is W SLAB <br />I lya31n J <br />EMEND 1 <br />N29 <br />SLAB 1 1.1 I - <br />2 <br />• i <br />FM-12X18� <br />LL <br />_ <br />7 1 n" <br />I itt <br />5• FMG 4 <br />" 3-4- <br />4 <br />1. <br />FMC <br />L FM-12X18 <br />12X18 1.1 FM-12Xi8 <br />— — <br />12X18 <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-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 10'-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 />S. 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 />11.01NDICATES #5 BAR, LBINDICATES #6 BAR,WNDICATES #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. 530-131ASCE 5.13, USING: Pm = <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 i 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, 8th EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />(i. W1.4XW1.4 OVER <br />GENERAL <br />31/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 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 />TE-1 <br />ellSEE <br />PLAN <br />(1)#5's <br />(+)O'-0" <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />(2) #51s <br />- <br />(+)04-0" <br />FM-12X18 <br />12" <br />CONTINUOUS <br />18" <br />(2)#5's <br />(+)D'-0" <br />FMC-12X78 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />VARIES <br />F2-24X24 <br />24" <br />24" <br />12" <br />(2)#5's <br />(2)#Vs <br />(-)0'-4" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />a <br />24 <br />24 <br />Bunmv. de Lotil <br />ABBOTT PARK <br />LOT #22 <br />BLK #8 <br />PROJECT# <br />04181.000-22081 <br />MODs1{e <br />1408" <br />"DAKOTA" <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />CF <br />D M 10/16/20 <br />BCAL.E: 1/4"=1'-O" <br />BHEET <br />s1 <br />Bunmv. de Lotil <br />ABBOTT PARK <br />LOT #22 <br />BLK #8 <br />PROJECT# <br />04181.000-22081 <br />MODs1{e <br />1408" <br />"DAKOTA" <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />CF <br />D M 10/16/20 <br />BCAL.E: 1/4"=1'-O" <br />BHEET <br />s1 <br />