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3 <br />1.1 <br />39'-8" <br />28'-8" <br />3'4" 15'-10" 9'-6" <br />91-8" '4" <br />— 1 — — — — FAA-12X12 <br />— — — — — — FM-12X18 — <br />4" CONC. a <br />LLI SLAB wI <br />w <br />F-24X24� 11,0. $-31/2 .aI <br />. I <br />10 <br />1.1 , <br />•-1 <br />EXTEND FM-12X18 <br />I <br />SLAB 1 1/2" <br />I <br />I <br />I. <br />1.1 <br />I <br />-0" I , <br />I <br />$�— <br />SLAB <br />IN <br />I <br />I <br />I <br />I <br />.I <br />I <br />I <br />�I <br />I <br />I <br />�I <br />I• <br />I <br />15'-8" <br />I 4 Pvc <br />CHASE <br />I <br />TE-1 -r'T-_ <br />L — — — — <br />I <br />• �S 1/2 <br />= <br />4" <br />EXTEND- <br />1 <br />z <br />SLAB 11/2" <br />-- --, <br />tt <br />I <br />� <br />FM-12X16 � I" ri 4" CONC.I <br />_ I <br />-1 law SLAB I <br />a <br />3'4" I I 4:3112 <br />71/2 <br />2 LL <br />o <br />FMC-12X18 FM-12X18 <br />— — — — — <br />FMC-1 18 <br />— <br />— L 1.1 FM-12X18 <br />c <br />4 4 <br />1.1 1.1 <br />2'-8" <br />16'-0" <br />2'-8" <br />4'4" <br />X-10" <br />10'-2" <br />21'4" <br />14'-0" <br />39'-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 +9-0". <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 117 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, 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 />16. 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: F'm = <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" 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 />I REINF. <br />REMARKS <br />6x6 W1.4xWIAOVER <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 />TOPREINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12X12 <br />12" <br />CONTINUOUS <br />12" <br />(2) #69 <br />_ <br />FM-12xl8 <br />12" <br />CONTINUOUS <br />IV, <br />- <br />)#5's <br />(+)0'-0" <br />FM-16X18 <br />IV, <br />CONTINUOUS <br />IS, <br />- <br />s <br />+ "-0^ <br />FMC-12x18 <br />12" <br />CONTINUOUS <br />18 <br />- <br />s <br />VARIES <br />- x <br />24' <br />s <br />(- <br />1441 N. RONALD REAGAN BLVL <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 <br />y <br />u <br />Q <br />b <br />4 <br />et r>aa><v ae '" <br />SILVERADO <br />LOT #7 <br />BLK #18 <br />PROJECT <br />04128.00 -07181 <br />MOOR t <br />4EBB <br />"1828-CALI" <br />GAP -*OE 8111117NO: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />112 <br />DRINT "I <br />A77-" 12/03/19 <br />8CA1.E: 1/4"=1'-0" <br />stiEET <br />si <br />