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3'1" <br />30'4' <br />32,-9" <br />- <br />6'-0" O/C MAX., <br />TYP., UNO <br />— — — — — <br />3 1 <br />— — — — — — — — — <br />FM-16X18 <br />— — — — — — — — — <br />— — — — — — — — <br />— — — — — — <br />FM-16X18 <br />— <br />— <br />1 ,.> <br />o V PVCHA E <br />16'-2" <br />III ELEC. <br />ISLAND <br />K I <br />o <br />, <br />X <br />13'-8" <br />c� <br />' <br />1 <br />N <br />FM-18X18 <br />— J <br />L FM-16X18 1'1— <br />ml <br />6'-8" <br />3'-4" T-4" <br />I aq <br />I <br />I <br />°D <br />EXTEND <br />r <br />EXTEND <br />SLAB 1 1/2 ( <br />IF <br />SLAB 1 1/2" <br />CWC-12X12 J <br />— <br />I iv <br />� T7 3 <br />—2 FMC-18X18 <br />— <br />—c' <br />4" CONC. <br />I SLAB <br />I <br />9 <br />i� 1.1 9,_0. 1.1 <br />L1 13,-0„ <br />o <br />o <br />r <br />-- " <br />--h-31/2'I <br />Iu1 <br />IX <br />SLAB F <br />%%' <br />I EXTEND <br />1 4" CONC <br />X <br />'g <br />SL�B�'. <br />(�` 28'-7' <br />.'.� <br />SLAB 1 112" <br />SLAB <br />PER FT. <br />1/2" <br />.SLOPE 1/-8 <br />RT"�+-3 <br />J <br />u <br />1 <br />10' 0., 1.1 <br />�Io <br />LL <br />I <br />I •31/2"* <br />77777777=.I <br />SLOB <br />�I <br />-5 1/2" <br /><'`+ <br />� <br />I <br />L1 <br />FM-16X18 <br />4" PVC <br />CHASE <br />2' 0" <br />1 <br />1.1 <br />I <br />4 <br />0 <br />m <br />ILL <br />x <br />m <br />.' <br />TE-1 <br />2,-8 5 <br />m <br />XI 4 <br />4"GONG. <br />4 <br />12 <br />I wI +-31/2" IW 1 <br />O <br />2 <br />LL <br />IE-- <br />SLAB <br />L — _ _ _ <br />•� <br />FM-16X18 — — _ _ <br />c 1' 1.1 <br />_ _ FM-i6X18 _ <br />_ _ — q — <br />- <br />— FMC-i6X18 <br />T-6" 6' <br />0'-0" <br />4 <br />TOP OF <br />1.1 <br />SLAB <br />25'-4" <br />5'-0" <br />23'-0" <br />10'-10" <br />20' 1" <br />T-4" <br />6'-11" <br />28'-6" <br />53'-4" <br />20'1" <br />73'-8" <br />4" <br />75'-0" <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 WlAxW1.4 OVER <br />GENERAL <br />31/Y' <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 />LONG <br />FM-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />(+)0'-0' <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />) <br />#5 CURB <br />VARIES <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />12" <br />(2)#5's <br />(2)#5's <br />(+)0"-0" <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />(1) #6. <br />#5 IN CURB <br />F-2424 <br />24" <br />24" <br />12, <br />(2)#5's <br />(2)#6s <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />��Ii]►1 �wZ�iL�I�I►L���=l;` <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />COMPACTING REQUIREMENTS. <br />2. TOP OF FINISHED SLAB SHALL BE w0'4'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE, <br />4. REFERENCE ELEVATION w0'4% SEE SURVEY PLOT FOR NAVD. <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 />11.13INDICATES #5 BAR, EIINDICATES #6 BAR, W NDICATES #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 />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 TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16, WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />T-0" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />A R C N I T! C T 3 <br />Design <br />Grou .. . <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-77"078 <br />FAX: 407.774.4078 <br />www.a bdesigngroup.com <br />AA M 0003325 <br />m <br />0 <br />D <br />F <br />9UHDIV. !26 <br />SILVERDO <br />LOT# <br />BLK. 0 <br />PROJECT* <br />03719.001-26101 <br />MODEL- <br />"2558-HAWTHORNE" <br />GARAGE 8TfWG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />15 H EXP. B <br />