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0 <br />z <br />U n <br />O a <br />v F <br />39'-8" <br />28'-8" <br />3'1" 15'-10" 9'-6" <br />91-6. <br />3,_6" <br />36'-2" <br />F io <br />3�8 <br />aD <br />— — <br />1 — — — FM-12X12 <br />—�;— — — — — — — <br />FM-12X18 <br />4" CONC. <br />SLAB i51 <br />g <br />w <br />F-24X24J 1.1. -3 1l2" J a <br />r <br />10'•0" <br />\ <br />EXTEND FM-12X18 1 <br />SLAB 1 112" <br />4" PVC <br />\\\CHASE <br />t.1 <br />, <br />I\ <br />, <br />0� 0 • <br />TOP OF I <br />SLAB <br />IN <br />I <br />I`\ <br />I , <br />I, <br />*5 1 /2" <br />a" <br />17'-8" <br />2,_8" <br />3 " 5 <br />I <br />IN <br />I� I <br />• w <br />ILL o <br />( <br />I <br />EXTEND <br />2 <br />SLAB 1 1/2" <br />,., — — — <br />t• <br />m <br />FM-12X18 �2 E k 4" CONC <br />— X lw W SLAB 1 <br />a <br />( <br />�•3112" I <br />3,_4. I 1 <br />-7 v2" <br />2 <br />0 _ J <br />MC-12X18 FM-,2X,8 <br />ri <br />FMC-12X18 <br />F 1d 11 <br />FM-1zx,e J <br />a a <br />1.1 1.1 <br />2'-8" <br />16-0" <br />2'-8" <br />4'-4" <br />3'-10" <br />10'-2" <br />21'-4" <br />14'-0" <br />39'-8" <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-0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", 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.OINDICATES #5 BAR, MINDICATES #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 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: F'm = <br />2,000 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 } 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 1.4xW 1.4 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 />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12xl2 <br />12" <br />CONTINUOUS <br />12" <br />FMA208 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />FM-t6xl8 <br />16" <br />CONTINUOUS <br />181, <br />- <br />a <br />+0"-0" <br />FMC-12xl8 <br />12" <br />CONTINUOUS <br />88" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />'rZ% <br />24' <br />(-)0"-4" <br />1441 N. RONALD REAGAN Bl <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003326 <br />�M <br />r <br />�ffi <br />c <br />6 <br />Ila <br />aUBDIV. & LOT: <br />ABBOTT PARK <br />LOT #23 <br />BLK. #8 <br />PROJECT# <br />04181.000-23081 <br />MODEIA <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />01 <br />nr+ <br />vV9 <br />DRINT -I <br />A 10/15/20 <br />SCALE: 1/4"=1'-O" <br />elfricT <br />S1 <br />