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29'-0" <br />11'-4" 101-W 7'-8" <br />Ir If <br />TE-1 7 <br />4" CONC. <br />SLAB <br />3'-6" <br />25'-8" <br />4" CONC. <br />q <br />t'e <br />I w <br />SLAB uI I <br />io <br />� <br />1 /2 <br />TOP OF <br />SLAB <br />TN <br />71 <br />_ _ _ — — — — — — <br />r "�\ <br />1 EXTEND <br />3 <br />�� <br />1.1 SLAB 1 1/2" <br />` <br />I <br />g <br />I <br />\\ I <br />\\;- PVC LLI <br />C <br />CHASE <br />1 <br />d,o..pp <br />,\� TOP OF <br />SLAB <br />N <br />M <br />10'-1" <br />18' <br />4 <br />I <br />I <br />� <br />� <br />I <br />I" <br />� <br />I <br />I <br />I <br />.I <br />I <br />I <br />I <br />I <br />I <br />I <br />?E-1 J <br />_ <br />e *51/2 Y <br />EXTEND <br />. ILL <br />SLAB 1 112" <br />N <br />ILLI1.1 <br />5 2'4" <br />1 <br />I q BOLLARD I <br />4 <br />1.1 <br />1 AS REQ. <br />— — — <br />r 1.1 PER BLDG. <br />CODE <br />FM-12X78 J <br />SLAB awl 2 <br />-31/2+ w al 1.1 <br />3,4 <br />II EXTEND <br />`---- I <br />SLAB 1 1/7FM <br />N <br />W2 <br />CL <br />OFM-12Xi8 1.� 12X12 I 1 NI <br />A <br />- <br />�� LLI <br />5'-4" <br />8'4" I I <br />LL <br />*7 1/2 <br />FMC-12X18 FMC-12X18 I <br />FM-12X18END <br />4 <br />4 <br />1.1 <br />.1 <br />1'-8" <br />8'-0" <br />V-8" <br />13'-8" <br />4'-0" <br />11'4" <br />29'-0" <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-W, 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 />11.13INDICATED #5 BAR, MINDICATES #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 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 d OF SLAB SUPPORTED <br />X-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 1..I.4 OVER <br />GENERAL <br />3 Irr <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARB SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. <br />MARK <br />I 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 />Is" <br />- <br />(2)We <br />- <br />(+o'-0" <br />7MC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />#51N CURB <br />VARIES <br />FM-1Z912 <br />12" <br />CONTINUOUS <br />12" <br />2 #5's <br />- 0'-4" <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />(1)#5's <br />+ '-0" <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />(2) #5's <br />11 N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407.7748078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />04 <br />_ <br />t <br />aUBD:de LOT v <br />ABBOTT PARK <br />LOT #15 <br />BLK. #10 <br />PROJIMTO <br />04181.000-15101 <br />MODEL: <br />3EKB <br />"1405—KEYSTONE" <br />OARAOR 9WWO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />