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WA" <br />28'-W <br />9'-F <br />9'-8" <br />15'-10" <br />3'4" <br />' — <br />— 14M-12X12 — — — <br />1 <br />— — 7M-12X18 — — <br />— — — <br />I'7 <br />4" CONC. <br />SLAB ILL <br />a <br />Ow <br />J a �3 12 1'-0" LF-24X24 <br />l <br />I <br />10'-0" <br />10 <br />1. <br />1 <br />r 1 <br />FM-12X18 XTEND <br />1, <br />I <br />I <br />SLAB 1 112" <br />I <br />I . <br />I <br />IO <br />I <br />I' <br />SLAB <br />I <br />I <br />I. <br />I <br />I <br />IX <br />I. <br />ILL <br />I <br />•I <br />I <br />I <br />I <br />I' <br />I 1 <br />4" PVC <br />J%CHASE <br />I <br />_ <br />TEi <br />— <br />I <br />•I <br />*5 12 <br />J <br />TD <br />I <br />LLI <br />. I <br />-EXTE <br />SLABID 1/2" <br />2 <br />14" CONC. �I m FM-12X18 <br />I SLAB awl cxi <br />1• <br />I <br />Oa <br />I�-312 N I LLI 3-0b <br />ILL <br />I <br />---- <br />2 <br />4 712 <br />.1 <br />5Q <br />I <br />L <br />FM-12X18 _ J <br />MC-12X18 <br />FM-12X18 <br />FMC-12X18 <br />4 <br />4 <br />21'-4" <br />14'-0" 4'1" <br />39'$" <br />FOUNDATION PLAN <br />SCALE: 1l4" = Vl` <br />4" CONC. <br />SLAB <br />SLAB <br />i 3-F <br />a <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 +44". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +44", 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 ill" 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 />WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />% SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.3NDICATED 0 BAR, GNDICATES #6 BAR, SDICATES #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 =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 2,000PSF. 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.53043lASCE 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 } OF SLAB SUPPORTED <br />3'-0" OIC 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 />8x8 W 1..VV I A 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 />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SH�RT <br />LONG <br />TE-1 <br />8" <br />SE PLAN <br />10" <br />a p-0" <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12' <br />(2) #5's <br />+ 0' " <br />FM-12x18 <br />12" <br />CONTINUOUS <br />18" <br />2 #5's <br />(+ 0'-0" <br />FM-18x18 <br />18" <br />CONTINUOUS <br />18" <br />FMC-1208 <br />12" <br />CONTINUOUS <br />18" <br />F-24x24 <br />24" <br />24' <br />1 <br />a <br />s <br />- 0^�• <br />i N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407.774.6078 <br />FAX: 407-7744078 <br />wwwAbdoeW.group com <br />AA #: 0003325 <br />g <br />oil <br />O <br />1 <br />itnoviv. ae 1.01D <br />SILVERADO <br />LOT #4 <br />BIK #18 <br />0"4 .;w= -04 8 <br />MOD= <br />4EBB <br />"1828-CALI" <br />OARAOs 8 WINC : <br />RIGHT <br />PAOS: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />ill <br />L <br />Dw12/03/19 <br />=.%=:1/4"=1'-0" <br />Blue" <br />si <br />