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EXTEND <br />SLAB 1 1/2" <br />111 i <br />IL <br />3 — — — — — — — — — FM-12X18 <br />FM•12X72 <br />4" CONC. <br />SLAB NI <br />I <br />� <br />F �I <br />ul <br />I <br />§ <br />i4 <br />io <br />4:31/2 <br />F-24X24 <br />CL <br />2'-6" <br />9'-6" <br />I I' <br />0 <br />FM-12X18 <br />/ <br />I <br />„ I <br />I <br />I rt <br />I. <br />Im <br />�00 <br />i TOPOF <br />Et <br />1" PVC CHASE <br />FOR ELEC. ® <br />SLAB I <br />I' <br />ISLAND <br />W I. <br />71 <br />I <br />I <br />I <br />is <br />, 9'-0" •� <br />19'-0" I <br />'v <br />I <br />I 4" PVC <br />EXTEND <br />CHASE <br />E- BLAB, 12 <br />TE-1 <br />— — <br />I <br />4" CONC. <br />SLAB <br />+ 51/2 <br />I r T'' 5 I <br />I <br />o <br />a �—' ,., I <br />p <br />4 <br />I <br />a a. <br />o <br />g:� <br />TOP OF <br />1T-8" 2'-8" <br />18'-0" <br />`v 6 <br />SLAB <br />I <br />I7 <br />O EXTEND <br />t,t <br />2 SLAB 1 1/2" <br />FM-12X18 <br />to <br />Ir <br />4" CONIC <br />l <br />lax <br />6" <br />`O SLAB <br />3.-4.6" I I I <br />IOa <br />-�-7 1 Y2 <br />FMC-12X18 FMC-12X18 <br />FM-12X18 <br />to 1 <br />L FM_12X/8 <br />— — — — — — — — — <br />—1• <br />FM-12X12 <br />11 t7 ( <br />2'4- 16'-U' 1-0-4'-4• 2'-D„ 2'-6" 8'-6" <br />8'-4" „'-0" <br />38'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-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 <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0", 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,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 (FOP 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: Pm <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 j 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, 681 EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />I REINF. <br />REMARKS <br />BXS W1AxWIAOVER <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 />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />(2) #5's <br />(+)0'-0" <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />951N CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12" <br />a <br />'s <br />(+)0"-8" <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2) #5's <br />- <br />(-)0'-4- <br />TE-1 <br />8" <br />SEE PLAN <br />S. <br />1) obs <br />#5 IN CURB <br />-0'-0" <br />L"I N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 327W <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003325 J <br />0 <br />b <br />4 <br />-0 <br />8LJHDm & L,OT: <br />SILVERADO <br />LOT #2 <br />BLK. #11 <br />PROJECT# <br />04128.001-02111 <br />MODEL" <br />4EAB <br />"1672-ARIA" <br />GARAGE SVfMO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />911 <br />iL <br />A ABOUCHACRA <br />DFUNT -I <br />w 8/16/18 <br />SCALE: 1/4"=1'—O" <br />SiIEET <br />sl <br />