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0 <br />ai <br />m <br />0 <br />in <br />4" CONC. <br />a ¢ SLAB <br />Ow <br />3 <br />�a <br />17 <br />r- -` — — — — <br />— — — <br />FM-16x18 — <br />—1— — — <br />— — — —a— <br />-, <br />10'-0" <br />11'-8" <br />15'-4" <br />2'-W <br />g? <br />m <br />I <br />( x io <br />o <br />0'-0„ <br />iol <br />y <br />1— <br />LL <br />TOP of <br />SLAB <br />I <br />2 <br />cwj U <br />1 <br />I <br />to <br />LL <br />20'-5" <br />7'-5" <br />U <br />9 <br />R <br />(T <br />17 <br />to <br />€Q <br />O <br />i <br />I � <br />F- 4 0 <br />1.1 <br />1 <br />voi <br />f <br />F <br />N <br />I URti <br />aii� <br />1 <br />in UP TO 2ND FLOOR <br />1 (FIELD VERIFY <br />4" <br />CHASE <br />VC N �\ <br />10� <br />;r, Y <br />(T w <br />8 EXACT LOCATION) <br />L :� <br />p„ <br />O <br />1 1.1 <br />5 3�.p" <br />o, <br />T <br />tl <br />I <br />O SLAB €n <br />2'-8" <br />1,9'-4" <br />0 <br />NI <br />#3 TRANSFER STEEL <br />rT <br />° <br />@ 24" O.C. MAX o <br />O 0'-0" FELEV. <br />1I <br />CONC.IN. <br />FIN. SLAB 1 <br />b <br />I� <br />11 II <br />>••o <br />11 <br />L — FM-16x18 — — — — <br />Io 4 <br />4 <br />b L_ <br />A" CONC.B <br />10 <br />I $ ii SLA <br />LL <br />. L _ <br />Irr�l�rcl�t�:t�:y <br />FOUNDATION PLAN <br />SCALE: 1/4". V-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 +4-0". <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.EIINDICATED #5 BAR, OINDICATES #6 BAR,MNDICATES #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.530-131ASCE 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: I'm - <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 3 OF SLAB SUPPORTED <br />3'-0" 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 />Bx6 W l AXW1.4 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 />9OTTOM REINF. <br />I TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FW2x18 <br />1291. <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FM-16x18 <br />18" <br />CONTINUOUS <br />18" <br />(2)#66 <br />FM-20xl8 <br />20" <br />CONTINUOUS <br />18., <br />- <br />(2)#5's <br />FMC-18x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2) # s <br />#51N CURB <br />VARIES <br />GW-12z12 <br />12" <br />SEE PLAN <br />12" <br />- <br />(2) *Ss <br />+0"-0" <br />CWC-12x12 <br />12" <br />SEE PLAN <br />12" <br />- <br />(2) #V <br />#51N CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />(2) #5's <br />(2)#5's <br />TE-1 <br />8'. <br />SEE PLAN <br />B" <br />- <br />(1) #5's <br />0".4" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH:407-774.6078 <br />FAX: 407-774.4078 <br />www.abdosigngroup.com <br />L AA #: 0003326 <br />y <br />94 <br />t <br />0 <br />O <br />I <br />LJL <br />9 <br />BUDSM & LOT <br />SILVERADO <br />LOT 6 <br />BLK 12 <br />PROJECT* <br />04128.001-06121 <br />HODELI <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />D T�'E: oa/ls/la <br />SCALE: 1/4"=1'-O" <br />SHEET <br />si <br />