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3 <br />1.1 <br />3A'-R" <br />28'-S" <br />11'-0" <br />15'-10" <br />9'-6" <br />9'-8" <br />'4" <br />y <br />FM-12X12 <br />FM-12X18 <br />1.1I <br />b <br />F- <br />4" CONIC. ffi <br />I SLAB w <br />NI <br />F-24X24J O a <br />r 1 -0" 1M2 <br />10' 0 <br />I <br />10 <br />1.1 <br />EXTEND FM-12X18 <br />1 7 <br />I <br />SLAB 1 1/2" <br />1.1 I <br />I <br />1 <br />I <br />I . <br />1.1 <br />I <br />I <br />I <br />I <br />ISLAB <br />"PT —OF —OF <br />Im <br />N <br />I <br />I7 <br />I <br />I ' <br />I <br />'I <br />I <br />�I <br />I <br />I <br />LLI <br />I <br />I <br />I <br />I <br />4" PVC <br />I <br />CHASE <br />TE-1 <br />i t <br />5 <br />,., <br />*5 //2 <br />4" <br />17'-8" <br />2'-8" <br />I <br />I <br />I <br />.I <br />I <br />ILL <br />a <br />EXTEND <br />1 <br />2 <br />SLAB 11/2"-- <br />,.1 <br />m <br />FM-12X18 <br />m �� 4" CONC <br />.� la w SLAB i <br />I <br />3'-4" <br />Oa <br />I ly ,�-31 J <br />I . <br />*71/2 <br />0I <br />LL <br />2 <br />-- <br />1 <br />HI FMC-12X18 <br />— <br />FM-12X18— F— MC-12X7 <br />_ — 8 <br />— — — <br />FM-12X12 <br />L FM-12X78 <br />_ _ <br />4 4 <br />1.1 <br />1.1 <br />Z-8" <br />16'-0" <br />2'-B" <br />4'-4" <br />3'-10" 10'-2" <br />14'-0" <br />21'4' <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 +-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.OINDICATED #5 BAR, MINDICATES #6 BAR,SINDICATES #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.1.530.13/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 (30D0 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 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 WIA4 W1.4OVER <br />GENERAL <br />31/2" <br />6MIL 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 />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />H <br />LONG <br />8" <br />E <br />10' <br />- <br />s <br />12" <br />C TINUOUS <br />12" <br />- <br />(2) We <br />6MC12XI8 <br />12" <br />CONTINUOUS <br />18" <br />(2)#6's <br />16" <br />CONTINUOUS <br />18" <br />- <br />'e <br />+ 0"-0" <br />12" <br />CONTINUOUS <br />18" <br />- <br />s <br />#5 IN CUR <br />VARIES <br />24" <br />1., <br />e <br />e <br />1441 N. RONALD REAGAN BL <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.e hde#Igngroup.00m <br />L AA #: 0003325 <br />0 <br />O <br />aysary & r oT <br />SILVERADO <br />LOT #5 <br />BLK. #12 <br />PROJECT* <br />04128.001-05121 <br />MODICrr <br />4EBB <br />"1828-CALM" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%160 MPH EXP. B <br />DAMT 8/16/18 <br />SCAr.E: 1/4"=1'-O" <br />SKEET <br />sl <br />