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TOP OF <br />SLAB <br />— — — — — — r TE 1 I_ � TE 1 — — — <br />IF2-24X24 F2-24X24 r FM-6X78 1 %. 3 <br />1 I'7 <br />Y <br />1.1 r <br />a ILL <br />4' CONC. i <br />SLAB I if <br />r <br />1.1 -31/2* r� I <br />( �r <br />r <br />�I <br />i m <br />r <br />4'-4' W-2'4'PVC <br />f, j�CHASE <br />r� <br />rr <br />I r rr I <br />io <br />r <br />rr <br />I rr <br />" I <br />rr <br />,., � <br />rr <br />rr <br />rr <br />I r� <br />__ .. TOP OF _0'-01� Sri <br />r i <br />SLAB f f <br />�c <br />O <br />I irr <br />a <br />z <br />v ;; I <br />c4'i <br />fl f i <br />IX II 1" PVC CHASE <br />FOR ELEC. 0 i <br />g ( ISLAND i <br />II <br />I <br />o <br />- <br />o <br />rr <br />'7 <br />r� <br />i <br />rr r <br />u' <br />23-6' r r 16'-6' <br />(y <br />4 <br />1 <br />I � <br />TE-1 <br />EXTEND <br />_ <br />- �7 <br />I SLAB 1 1/2" <br />I <br />4 <br />FI <br />TE-1 J <br />N — <br />— — TE 1J <br />e <br />I .2-3, 4' 10" <br />5' 4• 1.1 6, 8. <br />7I +3112" <br />� <br />EXTENDSLAB <br />m <br />I "FM�-16XI8 <br />1 1/2'14CONC. rolSw <br />al-3 <br />ayI <br />1/2* iv b7 <br />0 <br />,� ro 1.1 vJi <br />1.1 <br />I 4" 5 2" 4 I w <br />I <br />'I <br />TE-1 <br />LLi <br />r r <br />a <br />I� <br />1 1 F2-24X24 51/2" <br />FM-16X18 — — J VFMC-i6X18 <br />FM-16X18 FMC-16X18Nj <br />— <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 +-U-0'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-0', 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 />1113INDICATES #5 BAR, I'SINDICATES #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,OD0 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.1.630-131ASCE 5-13, USING: F'm = <br />2,000 PSI, TYPE'M" OR'S' MORTAR, ASTM 0476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i 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, Sth EDITION <br />DOWEL LEGEND <br />© S'x8' MASONRY COLUMN <br />W/ (2) "S'S ARE <br />DESIGNED TO CE <br />PLACED IN CONTACT <br />WITH THE INSIDE OF THE <br />INTERIOR 4 EXTERIOR <br />FACES OF THE BLOCK <br />AS SNOW W/ 9 DOWEL <br />IN FOUNDATION. <br />SLAB SCHEDULE <br />SLAB I <br />THICKNESS <br />REINF. <br />REMARKS <br />8x8 W 1..1.4 OVER <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' <br />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-16xl8 <br />16' <br />CONTINUOUS <br />18, <br />- <br />(2) #5's <br />- <br />(.)a-O, <br />FMC-16xl8 <br />16' <br />CONTINUOUS <br />18- <br />- <br />2 #5 <br />#51N CURB <br />VARIES <br />F-24x24 <br />24' <br />24' <br />12' <br />s <br /># <br />(+)O'-0' <br />TE-1 <br />8' <br />SEE PLAN <br />8- <br />- <br />1 # # <br />001.01 <br />F7-30X30 <br />30' <br />30' <br />12' <br />(3) #VS <br />3 # s <br />(.)0•.8• <br />F1-42X42 <br />42' <br />42' <br />12' <br />(3) #5'S <br />3 #Ss <br />F2-24X24 <br />24" <br />24' <br />12' <br />(2) #5'S <br />s <br />. 1'-p• <br />FOUNDATION PLAN <br />SCALE: 1/4' = 1'-O' <br />A N C N I T E C T <br />Group0�. <br />141 N. RONALD REAGAN BL1 <br />LONOWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.00m <br />AA #: 0003325 <br />svHDIV as Lr01`. <br />SILVERADO <br />LOT #8 <br />BLK #15 <br />PItoJSCT* <br />03719.000-08151 <br />moDEL.• <br />"2045-LOTANA" <br />GARAGE 1111I1IING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />50 MPH EXP. <br />PDw 09/30/20 <br />sCAL.E: 1/4"=1'-0" <br />SHEET <br />S1 <br />