Laserfiche WebLink
48'-0" <br />15'-6" <br />15'-4' <br />17'-2" <br />4'-6" <br />9'-8" <br />1'-4' <br />5'-0" <br />7'-10" <br />4'-4" <br />3'-6" <br />4 <br />" <br />t.- <br />SLAB <br />A <br />. ------------------- <br />TE-1 <br />1111-1 <br />. <br />----- ----------'t <br />FM-18X18 <br />I- ------ ----- <br />FM-18X18 <br />—Il.lar.--, <br />13 <br />1 <br />I <br />1 <br />ii <br />I <br />I <br />I <br />1 <br />I <br />ii <br />I <br />I <br />I <br />4" CONC. <br />SLAB <br />I <br />I <br />I <br />�I <br />I <br />1 <br />I <br />it <br />I <br />I <br />1.1 <br />m <br />i <br />I <br />I <br />I <br />i <br />4" PVC <br />CHASEi <br />9' 2' <br />3' 1' <br />I <br />-31/2" <br />I <br />I <br />I <br />I E1111MILU. <br />r"— <br />II <br />13-2" <br />FM-16X18 <br />I <br />1 <br />� � <br />L TE_1 <br />, <br />EXTEND <br />ii <br />I <br />SLAB 11/2" <br />ii <br />I <br />I <br />ii <br />I <br />I� <br />ii <br />I <br />-31/2+ <br />IF <br />11 <br />I <br />I <br />2-5" <br />10'-9" <br />J <br />FTE1 12 <br />II <br />1 <br />I <br />a <br />I <br />ii <br />ii <br />i <br />i I <br />I <br />I <br />1 <br />I <br />ii <br />11 <br />i o <br />r r <br />I <br />0'-0" FIN. <br />l <br />1 <br />?E <br />FIN. CONC. SLAB <br />I <br />1" PVC CHASE <br />n <br />I <br />FOR ELEC. <br />ISLAND <br />ii if <br />o <br />I <br />u Ir <br />ii i i <br />I <br />I <br />I <br />el i� <br />1.1 <br />34'-10" <br />i I <br />13'-2" <br />m <br />11 <br />II <br />I <br />I <br />I <br />I <br />19'-8' <br />l7 <br />2'-8" <br />5'-8" <br />-- <br />----� <br />I----------- <br />--- r ---- ----- <br />I <br />1/2" <br />4$r3 <br />EXTEND <br />I <br />SLAB 1 1/2' N <br />I <br />I <br />O I <br />I <br />I <br />I <br />;? <br />I <br />uI <br />5 <br />I <br />I <br />I <br />24,4, <br />3-4.1 <br />I <br />� <br />I <br />2 <br />EXTEND <br />IIIII1I <br />SLAB <br />818 <br />"6" <br />uimAJ <br />IIIIII1 <br />bmtF <br />^X <br />1. <br />coj <br />5yr11 <br />4.1 <br />FM16X8 <br />M-61 <br />X8 <br />FM-16X18L— <br />4 <br />4 <br />3'-2" <br />Y-10" <br />6'-4" <br />'-4" <br />6'4" <br />18'-0' <br />13'4" <br />28'-4" <br />48'-0" <br />/-4" CONC. <br />SLAB <br />o a <br />4 <br />m <br />*1111111I]lI.7_tilo].I.%111*' <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE +-V-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 />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 #5 BAR, GINDICATES #6 BAR,ENDICATES #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 4 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, 6tt1 EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x8 W 1.44NI A OVER <br />GENERAL <br />31/2" <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-16x18 <br />1S" <br />CONTINUOUS <br />18" <br />- <br />(2);ff <br />- <br />(+p'-0" <br />FMC-16x18 <br />IG, <br />CONTINUOUS <br />18" <br />- <br />e <br />#51N CUR <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />() #5'e <br />) vbs <br />_ <br />(+)0"-0" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />-)0'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />t16. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7744078 <br />FAX: 407-774.4078 <br />www.abd"figmup.com <br />AA#: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />8439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813488.2628 <br />FAX: 8134W2802 <br />