Laserfiche WebLink
4" CONC. <br />SLAB <br />23'•0" <br />12'_2" 10'-10" <br />2'_6" 12'-6" <br />10'-0.. 5'-0" <br />0'-0" <br />TOP OF <br />SLAB <br />19'-6" F TE 1 <br />4" CONC. <br />3,$,. <br />I SLAB I <br />m <br />FM-i6x18 I a <br />r"8'_0" 1 <br />ILLED CELLS <br />16" O.C. MAX LINO <br />FM-16x18 EXTEND -I <br />4" PVC <br />SLAB 1 1/2" <br />a CHASE <br />� � <br />R <br />I <br />� <br />4'-i til <br />33'-11" <br />UP T02ND <br />0'-0" FIN. ELEV. <br />FLOOR (FIELD <br />FIN. CONC. SLAB <br />VERIFY EXACT <br />LOCATION) <br />W <br />#3 BARS <br />8 <br />T-0" ONG <br />1.1 CWC-12x1 <br />W/ 10" HOOK <br />EXTEND I <br />18" O.C. <br />I <br />I <br />r <br />5 /2" <br />O <br />iS iB <br />5 <br />3'-2" 1'i w <br />I <br />1" PVC <br />( <br />CHASE <br />O <br />I 8 <br />FOR ELEC. <br />rn <br />I 1.1 <br />@ ISLAND <br />I <br />I <br />CL <br />ILL <br />I I LS <br />FM-20x18—� <br />27'4" ° <br />10'4" <br />I 4 4 11 <br />1.1 ,,, 1.1 FM- EXTEND <br />FM-16x18 Fi-24X24 L6x18 SLAB 1 1/2" <br />— — <br />3 114 CONC. <br />F1-24XN SLAB w ¢ <br />2' 8" 16'-0" ;.,> 2'-8" " 3'-5" I awl <br />I -3 1/2"* <br />FM-12x18 I ----� <br />v <br />I �I <br />,A <br />,�. 4-1"I 1.1 1. <br />4 <br />FM_16x18 <br />19'•4" <br />5'-8" 13'•0" <br />38'-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />L <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 + 0'4', <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION w0'4', SEE SURVEY PLOT FOR NAVD. <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.DINDICATES #5 BAR, CIINDICATES #6 BAR,ONDICATES #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 TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j 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 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7lh EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />616 WIA4 WlA OVER <br />GENERAL <br />31/7 <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING PROVIDE CORNER BARS SAME SIZE QUANTIN SCHEDULEo T�G 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 />FMA 2x18 <br />12" <br />CONTINUOUS <br />18" <br />(2)#5's <br />FMC-1208 <br />12" <br />CONTINUOUS <br />16, <br />(2)#5's <br />#5 IN CURB <br />VARIES <br />FM-16x18 <br />16, <br />CONTINUOUS <br />18" <br />(2) #5's <br />(+)01-0" <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />(2)#5's <br />#5 IN CURB <br />VARIES <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />(1) #5'. <br />#5 IN CURB <br />(-)U'-4" <br />CW-12x12 <br />17, <br />CONTINUOUS <br />12' <br />(2) #5's <br />(2) #5's <br />CWC-12x12 <br />12, <br />CONTINUOUS <br />12" <br />(2) #5's <br />(2) #5's <br />#5 IN CURB <br />F-24x24 <br />24" <br />24" <br />16" <br />(2) #5's <br />(2) #5's <br />(+) 0'-U' <br />FMC-20x18 <br />20" <br />CONTINUOUS <br />IS, <br />12) #5'. <br />VARIES <br />FM-2'XI 8 <br />20" <br />CONTINUOUS <br />1 16, <br />1 (2) #5's <br />I I <br />(+)0"-0' <br />1441 N. RONALD REAGAN BI <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />www.abdesigngroup.eom <br />L AA M 0003325 <br />J <br />4 <br />Q <br />Q <br />a <br />aUDDIV. ae LOT: <br />ABBOTT PARK <br />LOT #30 <br />BLK #7 <br />PROJECT# <br />04181.000-30071 <br />MODEL <br />E401 <br />"2828-ENSLEY" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH . C <br />