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EXTEND <br />SLAB 1 1/2" <br />i <br />_ _ <br />FM-12X18 — — — — — — — 3 <br />FM-12X12 � <br />4" CONC. <br />R <br />I� SLAB <br />L�� <br />q <br />w <br />1,2 W <br />ILL f, <br />F-24X24 <br />ILL <br />10 <br />FM-12X18 <br />1 <br />I <br />I <br />•I <br />I• <br />C. <br />4 <br />o,-0" <br />I T� FO <br />m <br />I <br />1" PVC CHASE <br />FOR ELEC. <br />ISLAND LL <br />1 <br />�4 <br />Im <br />x <br />I� <br />ILL <br />I <br />m <br />I <br />O.o <br />` I <br />u zo <br />I <br />I <br />y <br />EXTEND 4"PVC <br />SLAB 1 112" ��CHASE <br />TE-1_-. <br />----- <br />5 112 <br />I <br />� <br />SLAB <br />I <br />^ <br />R <br />18'-0' <br />2'-8" <br />17'-8" <br />,h <br />in <br />4 <br />m <br />I <br />I <br />I <br />3' -6" <br />I <br />I <br />D, . <br />OF <br />SLAB <br />1 <br />�I <br />w LL <br />1,1 <br />EXTEND <br />2 <br />FM-12X18 <br />SLAB 1 1/2" y <br />I---�1-- <br />CONC. � <br />I <br />. <br />a <br />14" j <br />I SLAB 0 al isl 8" 3,A" <br />6" <br />I$ I <br />J <br />ILL <br />�I <br />2 I <br />7 1/2 <br />1.1— J <br />FMC-12X18 FMC-12XIB <br />— — — FM-12X18 — — <br />——FM_12X18 <br />FNM2X12 <br />FOUNDATION PLAN <br />SCALE: 114" = 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 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 />S. 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 />t 1.0INDICATED #5 BAR, GINDICATES #6 BARANDICATES #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. 530-131ASCE 5-13, USING: Fm = <br />1,500 PSI, TYPE "M" ORS' 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 />T-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 />THICKNESS <br />REINF. <br />REMARKS <br />6.6 W I A.W1.4 OVER <br />GENERAL <br />311Z' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE OUANTITY 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-12xl8 <br />12" <br />CONTINUOUS <br />19, <br />(2)105's <br />- <br />(-)9-0" <br />FMC-12xl8 <br />12" <br />CONTINUOUS <br />18, <br />- <br />8 <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />1Z' <br />s <br />s <br />(- "-4" <br />FM-12x12 <br />12" <br />CONTINUOUS <br />12" <br />- <br />(2) #5's <br />1 <br />0014" <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />i441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />wwwabdnigngroup.com <br />L AA #: 0003325 <br />1 <br />= <br />14 <br />J <br />BUDDIV. as LOT". <br />SILVERADO <br />LOT 17 <br />BLK 18 <br />PROJECT# <br />04128.002 17181 <br />MODELt <br />4EAB <br />"1672-ARIA" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />L*j <br />F-pluNTDA 03/05/20 <br />BCALE: 1/4"=r-0" <br />BFIEET <br />si <br />