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39'-8" <br />Mr,w <br />4" CONC. <br />SLAB <br />T 0 <br />TOP OF I <br />SLAB <br />�, 34" 4• <br />4" CONC. <br />I <br />SLAB <br />I <br />O a *3,a <br />r <br />— — — <br />— — — — <br />— FM•12X18 — — — <br />— <br />EXTEND <br />SLAB 1 1/2" <br />2'•4" <br />13'4" <br />I <br />I. <br />I <br />I <br />I°r° <br />�_ <br />YTOPOF <br />xl <br />b <br />SLAB <br />LL I <br />ILL <br />.I <br />N <br />I• <br />I <br />, <br />I <br />• <br />'I <br />( <br />18'4" <br />21'-0" <br />I <br />I <br />.9 <br />I• <br />4" PVC <br />I <br />CHASE <br />20'4" <br />19'-4" <br />I <br />I <br />I <br />N I <br />+ 5 1l2 § <br />•�•' <br />"n <br />EXTEND <br />• <br />I <br />SLAB,.,/2" I <br />LL <br />3'-0" 5 <br />ILL <br />I� <br />I <br />2 <br />a <br />EXTEND I 1 <br />I <br />SLAB 1 1/2" FM•12X18 <br />FIR ---- <br />• <br />I4 SLABC <br />I <br />I <br />I <br />I <br />Iw I <br />4" T-4- 4" <br />� <br />LLI <br />O a. <br />I� 31Q ( <br />I <br />I <br />FM-12X12 <br />2 <br />. <br />FMC-12X18 <br />FM•12Xi8 <br />MC-12)(18 F 1• <br />4 <br />1 <br />L _ T1• <br />FM-12X18 _ <br />J <br />4 <br />1. <br />1. <br />4'-0" <br />14'4" <br />21'-0" <br />39'4" <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 +-0'-W. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-01-0% 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 />S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE I2" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL <br />DRAWINGS. <br />S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOVWDOOR 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. MNDICATED #5 BAR, BNDICATES #S BAR, EDICATES #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", #8.38'), 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 ALLALLOWABLE <br />SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING 0J 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: Fm= <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT MIX) PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED BJ THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR WWNI SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Sth EDITION <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />Sx8 W1.4xW1.40VER <br />GENERAL <br />3 1!d' <br />S MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3d' L G EACH WAY. <br />MARK <br />I WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x1S <br />12, <br />CONTINUOUS <br />1S, <br />- <br />(2)#5's <br />FMC-12x18 <br />12' <br />CONTINUOUS <br />16 <br />- <br />(2) #5's <br />- <br />VARIES <br />FM-12x12 <br />12' <br />CONTINUOUS <br />12' <br />- <br />(2)#5's <br />TE-1 <br />S" <br />SEE PLAN <br />S" <br />- <br />s <br />#5 IN CURB <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407.7744078 <br />FAX: 407-7744078 <br />www.abdes4p%wup.00m <br />�, AA #: 0003325 <br />g <br />k <br />m <br />C <br />a <br />stnmly a LOT: <br />S ILVERADO <br />LOT #52 <br />BLK #6 <br />PIWJNCTN <br />4 0 2-5 061 <br />MODRU <br />4ENB <br />"1751— NEUVILLE" <br />OAPMOX OWING: <br />LEFT <br />PAGO: <br />FOUNDATION <br />PLAN <br />50 MPH EXP. <br />