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(1) #5 REBAR VERTICALLY W/ CONC. POUR <br />CELL <br />R+1.2 INSULATION <br />TEXTURED FINISH <br />8" CMU <br />`1l2" GYP. WL. BD. <br />WOOD BASE <br />'L•. <br />- <br />#4 REBAR @ 24" O.0 <br />I <br />a <br />w <br />ii i• <br />� 4" CONC., REINF. W/ 6"X6" <br />X <br />° WIAXW1.4 WWM ON 6-MIL POLY <br />W — <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL. <br />TERMITE TREATMENT SHALL BE <br />OZ , 4 MAX. SLOPE J - j BORA-CARE. <br />(1) #5 REBAR CONTINUOUS <br />W <br />#5 REBAR ON CHAIRS W/ 3" MIN, COVER <br />" e <br />_ �iy7—� 1 (SEE PLAN FOR OTY. -1 OR 2 STORY <br />FOOTING) <br />O <br />2,000 Psf VIRGIN SOIL OR 95% <br />n� <br />3 d5 <br />4' 6' 6' COMPACTED SOIL <br />L=LZ <br />�iu <br />PER PLAN <br />O> <br />EXTENDED MONO FOOTING <br />W/ BLOCK WALL <br />1 <br />SCALE: 1/2"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. POUR <br />CELL <br />I TEXTURED FINISH <br />fill CMU <br />i IL <br />H� �I <br />'L•. U I #4 REBAR @ 24" O.0 <br />Lu <br />IWy 4" CONIC., REINF. W/ 6"X6" <br />WIAXW1.4 WWM ON 6-MIL POLY <br />ETHYLENE VAPOR BARRIER ON <br />WELL -COMPACTED CLEAN FILL. <br />F - _ TERMITE TREATMENT SHALL BE <br />O MAX. SLOPE _I j BORA-CARE. <br />• e.�,, ea (1)#5 REBAR CONTINUOUS <br />I— #5 REBAR ON CHAIRS W/ 3" MIN. COVER <br />(SEE PLAN <br />G FOR QTY. -1 OR 2 STORY <br />FOOTINO �n 2,000 psf VIRGIN SOIL OR 95% <br />? d5 4- 6' 6' W COMPACTED SOIL <br />L PER PLAN <br />Q> EXTENDED MONO FOOTING <br />W/ BLOCK WALL A GARAGE <br />SCALE: 1/2"=V-0" <br />29'-0" <br />Tom" 10'-0' 11'4" <br />Ir <br />F TE-1 <br />2,-0" <br />X-6" <br />4" CONC. <br />SLAB <br />4" CONC. <br />0 <br />m <br />I SLAB <br />I <br />io <br />W <br />I~ *-31Y,L <br />N <br />I-I <br />ii� <br />n <br />0 <br />T�Op pF <br />SLAB <br />— <br />3 — — — — — EXTEND— — 1 <br />1 SLAB 1 1/2" <br />I <br />ILL 4. PVC <br />CHASE <br />D <br />Y <br />SLAB <br />19-11" ' <br />10'-1" <br />I <br />I <br />I <br />I <br />I <br />� <br />� <br />I <br />I � <br />i <br />I <br />TE-1 <br />_ <br />ml <br />EXTE <br />SLABrD <br />1/2"IBOLLARD <br />42'4" <br />m <br />AS REQ. PER <br />IBLDG.CODE <br />4"CONC <br />SLABEXTENDSLAB <br />NFMI12XIe <br />1 1/2"2 <br />FM-12X18 <br />J <br />• Ii <br />6'-s" <br />mI <br />5'-r <br />+-71/2 LLI <br />r_ <br />FMC-12X18 FMC-12X18 <br />FM-12X18 <br />4 <br />4 <br />1'-8" <br />8'-0" <br />1'•8" <br />11'4" <br />4'-0" <br />13'-8" <br />29'-0" <br />FOUNDATION PLAN <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 +-0'-0". <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 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 />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 />11.0INDICATED #5 BAR, MINDICATES #6 BARANDICATES #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 />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 } 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..1.4 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 />I LONG <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />- <br />Ho'-0" <br />FMC-12x1B <br />12" <br />CONTINUOUS <br />1&, <br />- <br />e <br />951N CURB <br />VARIES <br />FM-12X12 <br />J2" <br />CONTINUOUS <br />12" <br />2 #5's <br />TEA <br />8" <br />SEE PLAN <br />V' <br />(1) #5's <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />(2) #Ss <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH:407-774-6079 <br />FAK 407-774.4078 <br />www.abdoslgngroup.com <br />AA #: 0003325 <br />i <br />D <br />lip <br />4 <br />aysD:v. T <br />ABBOTT PARK <br />LOT #368BLK. # PROJECT# <br />04181.000-36083 <br />MODEL: <br />3EKB <br />"1405- KEYSTONE" <br />GARAGE a11IMO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />a <br />0ATE: <br />rio ra6 /20 <br />aCALE: 1/4"=1'-0" <br />aHEET <br />si <br />