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TE-t ,� —TE-1 <br />v <br />3 , 1 FM-16X18 1 F2-24X24 F2-24X24 <br />W <br />„ <br />4" CONC. O w <br />o <br />w <br />SLAB <br />, <br />I I <br />I *:3 1/2'. 11 <br />I� I <br />\` <br />-� <br />_FM _i8X18_ <br />`� <br />o <br />fV <br />N <br />LL <br />I 4" PVC `�`, 3'-10" y,_2., 4-4" T-0" <br />CHASE,\ <br />I„ <br />„ , <br />, <br />I „ <br />��`, TOP OF <br />TE-1 SLAB <br />I <br />O <br />z <br />4 <br />O i <br />ILb\\ <br />, <br />I <br />� <br />N <br />1" PVC CHASE is <br />r— TE-1 FOR ELEC. @ <br />�,� <br />14 ISLAND <br />I „ <br />I <br />„ , <br />I <br />- <br />o <br />" <br />I <br />16 -6-- 23'-6" ` `` <br />. I <br />, <br />,d <br />I� <br />I <br />4 <br />TE-1 <br />W .1 <br />— — — <br />7 r <br />�� <br />I Y <br />EXTEND <br />P SLAB 1 1/2" I <br />TE-1— N iv <br />L — TE-,— I <br />6 <br />6'-8" 5'4" <br />4'-10" 2'-8" 4" I <br />I <br />I <br />*3 1/2" I I <br />I I <br />. <br />"sy <br />I X <br />EXTEND — <br />SLAB 1 1/2" <br />FM-16X18 <br />N <br />F 4" CONC I <br />W <br />law SLAB I I <br />I <br />- 41-611 0_ <br />ip <br />I <br />iv ly <br />2 <br />2 ----� I <br />4" I <br />9 I TE-1 I I <br />-51/2" I F2-24X24 1 1 <br />FMC-16X18 <br />FMG16X18 FM-IBX18 1.1 <br />FM-16X18 <br />0 <br />1N M <br />�w <br />5'-10" <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 + 0'4'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION + 0'4% 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 NTH THE <br />W,NDOW/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.C,INDICATES #5 BAR, OINDICATES #6 BAR,MNDICATES #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 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 W, 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 />3'-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, 71h EDITION <br />DOWEL LEGEND <br />© 8'x&' MASONRY COLUMN <br />W/ (2) 5'S ARE <br />DESIGNED TO BE <br />PLACED IN CONTACT <br />WITH THE INSIDE OF THE <br />INTERIOR 4 EXTERIOR <br />FACES OF THE BLOCK <br />AS SHOWN W/ 5 DOWEL <br />IN FOUNDATION. <br />SLAB SCHEDULE <br />SLAB <br />THICKNESS <br />REINF. <br />REMARKS <br />6x6 WlAxW1.4 OVER <br />GENERAL <br />31/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING <br />O PROVIDE CORNER BARS SAME SIZE QUANTITYRS I FOUNDATION, SDAE <br />SCHEDULEG 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-16xl8 <br />16, <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />- <br />(+)0'-0" <br />FMC-16xl8 <br />16, <br />CONTINUOUS <br />18" <br />- <br />O s <br />#5 IN CURB <br />VARIES <br />F-2024 <br />24" <br />24' <br />17' <br />2)# 'S <br />(2)#5's <br />TEA <br />w <br />SEE PLAN <br />B" <br />- <br />s <br />#5 IN CURB <br />F1-30X30 <br />3(y' <br />30' <br />12" <br />(3)#5'S <br />MIA s <br />_ <br />(-)0--8" <br />F1-42X42 <br />47 <br />42' <br />12" <br />(3)WS <br />() A s <br />F2-24X24 <br />24" <br />24" <br />17' <br />(2) #5'S <br />(2) 's <br />FOUNDATION PLAN <br />SCALE: 1/4" = P-0" <br />A E C N I T E C T 8 <br />Design <br />Grou . <br />Al N. RONALD REAGAN BU <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abde igngroup.com <br />AA #: 0003325 <br />V <br />0 <br />ti <br />—04 <br />SUBDIV. & LOT: <br />SILVERADO <br />LOT #19 <br />BLK #10 <br />PROJECT# <br />03719.001-19101 <br />MODEL: <br />"2045-LMANA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />50 MPH E . <br />PRINT 7 9 21 <br />DATE: <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1 <br />