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29'-0" <br />1 V4" 10'-0" 7'-8" <br />I TE-1 <br />f <br />4" CONC. <br />SLAB <br />3'-8" <br />25,-8, <br />4" CONC. <br />*71 <br />4 <br />q <br />ec <br />I w <br />SLAB <br />So <br />w� <br />3112 1 <br />SLAB114 <br />\\ <br />1 EXTEND 3 <br />` <br />1,1 SLAB 1 1/2" 1A <br />\ <br />O <br />\ <br />'oa <br />i <br />' I <br />4" PVC LL <br />`'\ CHASE <br />ALT <br />1.1 <br />; SLAB <br />`aqD <br />I <br />N <br />M <br />10'-1" <br />I <br />I <br />1 <br />I <br />� <br />I <br />1 <br />I <br />I <br />o <br />1 <br />I <br />.I <br />i <br />1. <br />I <br />I <br />I <br />I <br />TE-1 <br />_ <br />-5 1/2 _ v <br />EXTEND <br />ILL <br />SLAB 1 1/2" <br />7 I <br />N <br />I <br />5 2'4" <br />F 1.1 <br />BOLLARD 1 <br />4 <br />1.1 <br />1 AS REQ. <br />M <br />� — — — PER 15LM <br />1.=E <br />FM-12X18 <br />ITL <br />1-31/24 <br />END <br />LLI 3'-4'"K12 <br />B11/2"�' <br />°?mw <br />1 <br />1 1 fDI <br />12X12 1lk <br />LLI <br />I� <br />8'.4" 1 I <br />v <br />i� <br />LL <br />A-7 1/2I <br />1 FMC-12X18 FMC-12X18 <br />FM-12X78 <br />4 <br />4 <br />1.1 <br />1.1 <br />13'-8" <br />4'-0" <br />11'4" <br />29'-0" <br />FOUNDATION PLAN <br />SCALE: 114" = i'-W <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", 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 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.OINDICATED #5 BAR, O" INDICATES #6 BAR,NNDICATES #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 5-13, USING: Fm = <br />1,500 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'-W O/C MAX. SEE PLAN FOR WWM 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 W1.4xW1.4 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 />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />(1)94r <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />FM-12x1 <br />CONTINUOUS <br />12" <br />2 #5's <br />- 0'4" <br />TEA <br />8" <br />SEE PLAN <br />8" <br />(1) #5'8 <br />TE-2 <br />12" <br />SEE PLAN <br />1. <br />(2) #5's <br />+ '-0° <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH:407-7748078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 A <br />Q <br />Z <br />4 <br />5IiL <br />9 <br />!;-40 <br />IEaf <br />BVHDIV. A¢ LOT: <br />ABBOTT PARK <br />LOT #13 <br />BLK. #10 <br />PROJECT#1 <br />04181.000-13101 <br />MODEL: <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE swnaG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />y <br />itiNT <br />E <br />4/29/20/4"=1'-0"1 <br />