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TE-i <br />I I <br />BD <br />I <br />m <br />4" CONC. Fw- <br />3 <br />I SLAB a I <br />1 <br />C <br />I. <br />----------� <br />F'--4-"---- <br />---1— <br />—FM-1618 <br />1 <br />2I " <br />1514" <br />11'-0" <br />101-V <br />I <br />( <br />I <br />m 4 <br />x m <br />0 <br />m <br />ml <br />LL <br />TOP OF <br />SLAB <br />I <br />U cU <br />I <br />�° <br />T-5" <br />I <br />20'4" <br />• I <br />1'— CW-12x12 <br />„ 8 <br />1.1 <br />---z�� <br />1 <br />$o <br />1 b <br />F-2 x24 <br />11 <br />ro n <br />_ <br />CVWG12xi2_ <br />O iio m <br />LL 0 In <br />11� <br />b <br />wil <br />xu 8O <br />L) LLI 8N <br />3'-0.' <br />C <br />SE <br />UPT02NDFLOOR u� <br />I <br />I <br />(FIELD VERIFY I <br />8 <br />'hw b� <br />w <br />EXACT LOCATION) <br />T-W <br />I <br />'i?rN <br />W <br />O <br />1.1 <br />I <br />e <br />I <br />I 1 <br />o'-0" <br />TOP OF <br />SLAB <br />I <br />I m #3 TRANSFER STEEL—,,,.4 <br />O <br />24" O.C. MAX <br />2 <br />INo,V <br />Im <br />0'-0" Fl� <br />FIN. CONC. SLAB <br />m <br />I <br />XI <br />I <br />Is <br />m <br />_FMA6x18 _ J <br />4 <br />4 m . <br />7.6" 9-8" <br />L <br />PM-16xi6 <br />v <br />J § x <br />— — <br />— — — _ <br />4 <br />Im <br />b <br />iv <br />LL <br />- _FM-12x,8 J <br />a iv — <br />_ <br />v <br />29-4" 1. 1 6'.8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = 1'-0" <br />10'-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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-W-O-, 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 />tt.EIINDICATED #5 BAR, EIINDICATES #6 BAR,RNDICATES #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. 530-13/ASCE 5-13, USING: Fm <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 V 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 />6k6 W1--1.4 OVER <br />GENERAL <br />3 12" <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 />SHORT <br />I LONG <br />FM-12X18 <br />12, <br />CONTINUOUS <br />18" <br />- <br />(2)Ws <br />FM-16k18 <br />16, <br />CONTINUOUS <br />Wl <br />- <br />s <br />FM-20x18 <br />20' <br />CONTINUOUS <br />1&1 <br />- <br />s <br />FMC46x18 <br />16" <br />CONTINUOUS <br />16" <br />- <br />(2) s <br />VARIES <br />CW-1202 <br />12 <br />SEE PLAN <br />12' <br />- <br />(2) 's <br />- <br />* ^-0•• <br />CWC-12K12 <br />12, <br />SEE PLAN <br />12" <br />- <br />(2) <br />- <br />VARIES <br />F-2024 <br />24" <br />24" <br />1T <br />s <br />s <br />+0'-0'• <br />TE-1 <br />9- <br />1 SEE PLAN <br />8" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774.8078 <br />FAX 407-774 4078 <br />wwwabdesigngroup.com <br />L AA #: 0003325 <br />L' <br />s <br />C <br />b <br />9 <br />SVSDIV. de LOT <br />SILVERADO <br />LOT 26 <br />BLK 18 <br />PRon=T# <br />04128.002 26181 <br />HODEL <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SUING: <br />LEFT <br />1 PAGE: <br />FOUNDATION <br />PLAN <br />50 MPH EXP. Ill <br />iA <br />r-PRDFT 04/06/20 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1 <br />