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29'-0" <br />101-W 7'-W <br />I TE-1 7 <br />4" CONC. <br />SLAB <br />3'-W <br />4" CONC. <br />q <br />9 <br />a� <br />lul <br />SLAB wl <br />do <br />0 -0" <br />H � <br />� F- <br />'? <br />h <br />I-3 <br />112 <br />i <br />TOP OF <br />SLAB <br />I <br />- <br />°� <br />�- <br />-----= ------ <br />1 EXTEND <br />\,` <br />3 <br />t., SLAB 1 1/2" <br />I <br />Y <br />I <br />\\ <br />' I <br />U. <br />4" PVC U. <br />\\CHASE <br />AS <br />`-7 <br />I <br />10'-1" <br />V,18'-11" <br />I <br />I <br />I. <br />I <br />I <br />o <br />I <br />I <br />I <br />•I <br />i <br />I. <br />I <br />I. <br />m <br />I � <br />I <br />I <br />I <br />SEA J <br />Iw <br />F_ _ <br />e +-51/2 <br />I <br />I' <br />Y <br />EXTEND 0D <br />• ILL <br />SLAB 1 1/2" <br />/ <br />5 2' 4' <br />1 <br />I 4 60LLARIP <br />AS REG. <br />n <br />PER BLDG. <br />14 CONC.ALJ=E <br />SLABo. 2 <br />-31/2 EXTENDSLAB <br />.FM-12X18 <br />1.1 y <br />I <br />I LLI <br />5'-4" <br />8'-0" <br />iLL <br />+-7 1/2 <br />FMC-12X18 FMC-12X18 <br />FM-12X18 <br />4 <br />4 <br />.1 <br />1. <br />1'-8' <br />8'-0" <br />13'-8" <br />4'-0" <br />11.11, <br />29'-W <br />FOUNDATION PLAN <br />SCALE: 114" = i'-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 <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. <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 112" 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.OINDICATED #6 BAR, GINDICATES #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 6-13. 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 />1,500 PSI, TYPE "M" ORS' 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 />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 />THICKNESS <br />REINF. <br />REMARKS <br />6x6 W I AXW1.4 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 30" LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />I TOP REINF. <br />T.O.F. <br />SHORT <br />I LONG <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#Ss <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />e <br />"CURB <br />VARIES <br />F -1 12 <br />" <br />CONTINUOUS <br />12" <br />2 #5's <br />- 0'-4- <br />TEA <br />8" <br />SEE PLAN <br />8" <br />(1) $we <br />+ '-0" <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />(2) #Vs <br />+ '-0" <br />1441 N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdoeigngroup.com <br />L AA #: 0003325 <br />2 <br />Lit <br />aUNDM ae L07cl <br />ABBOTT PARK <br />LOT #32 <br />BLK #8 <br />PROJECT# <br />04181.000-32083 <br />MODEL" <br />3EKB <br />"1405- KEYSTONE" <br />GARAGE awiNG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />