Laserfiche WebLink
TE•1 <br />I I <br />10 <br />4" CONC. I <br />SLAB I <br />3 <br />—1— — — <br />— — — —4— <br />- <br />1. <br />1 <br />I <br />m <br />k <br />�I <br />I� mom° <br />� � <br />Igi <br />§ <br />SLAB <br />LL <br />w� <br />O <br />Aiv. <br />I <br />20'-5" <br />7'-5" <br />a <br />� <br />9 <br />rlZ cw-1zx1z �' <br />I <br />N <br />1 <br />O <br />i <br />F-24 4 b <br />CWC•12x1P <br />1.1 I <br />u4i <br />O Wllg <br />wiIN <br />lu <br />LL <br />w <br />I <br />UP TO 2ND FLOOR <br />4" <br />3'-8" <br />(FIELD VERIFY <br />' W <br />8 EXACT LOCATION) <br />,a <br />"+ <br />O <br />5 <br />30 <br />SLAB <br />9'-3" <br />9'-0" <br />7.8" 9'-4" <br />0 <br />#3 TRANSFER STEEL ro I <br />00 <br />I <br />' <br />0 24" O.C. MAX UI <br />ur <br />0'-0" FIN. ELEV. <br />FIN. CONC. SLA8 I <br />id <br />0 11 I <br />iI <br />10 <br />ILL 4 11 <br />LL <br />4 <br />4 <br />9 8" T-W <br />� LL <br />L---- FM-12x18—-- <br />Y <br />Y <br />FOUNDATION PLAN <br />SCALE: 1/4" - V-O" <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 Y-Cr. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-01, 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 />8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 1/1" 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 />WIINDOVIIDOOR 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.ONDICATED #5 BAR, BNDICATES #6 BAR, EDICATES #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", #8.361, 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,OOCPSF. 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 PSp, UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 13 OF SLAB SUPPORTED <br />3'-0" O.0 MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Sth EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />W7.4xW1.4 OVER <br />GENERAL <br />3 10 <br />16.6 <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION MATH 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-IN18 <br />12, <br />CONTINUOUS <br />18' <br />- <br />(2) #5's <br />- <br />(+ 0'-0" <br />FM-1808 <br />18' <br />CONTINUOUS <br />IS$ <br />- <br />(2)#5's <br />.0"-0• <br />FM-20x18 <br />20' <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />FMC-16x18 <br />16, <br />CONTINUOUS <br />18' <br />- <br />(2)#5's <br />VARIES <br />CW-12x12 <br />IT <br />SEE PLAN <br />12, <br />- <br />(2) #5's <br />+ 0`.0" <br />CWC-12x12 <br />1T <br />SEE PLAN <br />1T <br />- <br />(2)#6s <br />VARIES <br />F-24x24 <br />24° <br />24" <br />iT <br />(2) #5's <br />(2) #5's <br />TE-1 <br />8" <br />SEE PLAN <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.00m <br />L AA #: 0003325 <br />b� <br />it <br />O <br />i <br />sL mlv. a IoTs <br />SILVERADO <br />LOT #17 <br />BLK #07 <br />P1 o"MT1p <br />4 8.0 2-1707 <br />monnu <br />"2605- HAYDEN" <br />GA3RA0a swnro: <br />RIGHT <br />PAOM <br />FOUNDATION <br />PLAN <br />50 MPH EXP. <br />li---lw-T-A <br />DA 03/11/11) <br />scALm: 1/4'=1'-0" <br />s1 <br />