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T-8" 101-W 29'-0" <br />-1 <br />_ <br />r _ <br />4'-10" <br />I 9'-4_ <br />9'-6" 64" <br />24'-10" <br />3'.6" <br />4 <br />4" CONC. <br />4"Co C. <br />m <br />.I SLAB <br />W IF <br />SLAB -ago <br />g <br />I <br />a I <br />M <br />TOP OF <br />-31/2 <br />SLAB <br />--FM-12X18 1 <br />�i <br />----- <br />3 <br />I 1.1 EXTEND <br />BLAB 1 1/2" <br />i <br />4"PVC <br />if <br />CHASE <br />1 <br />,., <br />..°� ' <br />I <br />TOP OF f <br />SLAB �+ <br />18'-11" <br />i ( <br />10'-1" <br />m <br />i� <br />I <br />I <br />e' <br />I <br />I <br />W <br />I <br />I <br />a <br />T-0" 2'.8" <br />23'-4" <br />g' <br />m <br />°F <br />TE-1 <br />I <br />Y -51/2+ <br />I <br />v <br />5 1/2" <br />iv <br />5 <br />I <br />I <br />. 2'�• � <br />BOLLARD <br />I <br />AS REQ. PER <br />I <br />BLDG.CODE <br />I <br />I <br />i? <br />I <br />12 <br />I <br />I <br />I <br />EXTEN <br />m <br />SLAB 1 1/20" <br />1.1 <br />I� 4" CONC. <br />• <br />FM-=18 IwtSLAB <br />I <br />Ln <br />3 112 ) <br />2 LL�I <br />1 <br />*71Y2 <br />IFFM <br />FMC-12X18 FMC-12X18 <br />1.1 <br />FM-12X18 <br />lA <br />t <br />FM-12X18 <br />J <br />ll'-4" <br />4'-0" <br />8'-4" <br />5'4" <br />15'-4" <br />13'-8" <br />29'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = l'-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 --0'-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.GINDICATED #S BAR, MINDICATES #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 (#S = <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 />16, 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 6-13, USING: Fm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM G476 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'-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 I..I.4 OVER <br />GENERAL <br />3112" <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 />I T.O.F. <br />SHORT <br />LONG <br />FM-12x1S <br />12"- <br />CONTINUOUS <br />1S, <br />- <br />(2)#S. <br />FMC-12x18 <br />17, <br />CONTINUOUS <br />18.1 <br />- <br />s <br />#51N CURB <br />VARIES <br />FM-12x1 <br />CONTINUOUS <br />17' <br />- <br />2 #5's <br />- <br />- '-4" <br />TEA <br />S" <br />SEE PLAN <br />S" <br />(1)#5's <br />_p-0• <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />F44: 407-774-6078 <br />FAX 407-774-4078 <br />www.®bdosigngroup.00m <br />L AA #: 0003325 <br />7R <br />ok <br />q <br />iLi <br />W�U <br />BXM LOT: <br />ABBOTT PARK <br />LOT #4 <br />BLK #10 <br />PROJECT# <br />04181.000-04103 <br />MODEL: <br />3ELB <br />"1239-LAYTON" <br />GARAGE OWDFG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />DAIi'E"" il/25/19 <br />BCAL C: 1/4"=1'-0" <br />8HEET <br />si <br />