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TE-1 L J TE 1 r — <br />F2-24X24 F2.24X24 mM-161 i 3 <br />wo4"CONCSLAB31/2+•jj:1 <br />—T-0" <br />4'-4"3'0" r r <br />4" PVC I <br />a <br />N <br />i�i CHASE <br />I <br />r;; <br />I I <br />b <br />r <br />en <br />1 0 err I <br />'r <br />rr <br />I <br />Ir <br />TOP OF i Y-3" " <br />SLAB �� TE-1 <br />i Z <br />I <br />U= <br />I v rr I W. <br />it <br />w <br />r% �I <br />9 <br />s <br />tO <br />i ( 1/2 <br />I <br />� <br />X 1" PVC CHASE <br />FOR ELEC. E-1 —1 <br />SLA D (rr 12 <br />II W 1.1 <br />I II i <br />N <br />rrrl;r <br />rr <br />c <br />b <br />r <br />I i I <br />b <br />9 11" <br />�,r I <br />r" <br />23'-6" r r 18'-6" <br />br <br />•I <br />4 <br />1 <br />r` EXTEND r <br />_TE-1 <br />�� <br />I SLAB 1 1/2" rl <br />v TE-1 <br />v <br />— — TE-1J v, <br />tv <br />I "2'-8" 4'-10" <br />5'4" 1.1 6, 8" <br />I <br />• I FI-31/2"# <br />I <br />'P <br />I <br />I EXTEND <br />�I <br />2q <br />"6XISLAB 1 1/2" <br />I CQNC. <br />I <br />N <br />14 <br />I SLAB WWI <br />1 -3 112+ I <br />I <br />W <br />�_---I 2 4W 'E <br />2 <br />N <br />O <br />I �I 5'-2' 4 I cr <br />I) • r TE 1 — I' <br />•I <br />I ILL <br />1 1 12-24X24 I-51/2 <br />11 <br />I. <br />I <br />FM-16X18 — — J �FMC�16X18 <br />FM-16X18 <br />FMC-16X18 <br />4'-4" <br />16'-0" 1 <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 +4-0", 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 />11.1211INDICATED #5 BAR, OINDICATES #6 BARMNDICATES #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 j OF SLAB SUPPORTED <br />X-T 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, 61h EDITION <br />DOWEL LEGEND <br />© 8'xb' MASONRY COLLfNW <br />uu (2) 4b'S ARE <br />DESIGNED TO ISE <br />PLACED IN CONTACT <br />WITH THE INSIDE OF THE <br />INTERIOR 4 EXTERIOR <br />FACES OF THE 6LOCK <br />AS SHOU N 0 -5 DOWEL <br />IN FOUNDATION. <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W 1..1 A OVER <br />GENERAL <br />31/2" <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 />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 />- <br />(+)0'-0" <br />FMC-16x18 <br />1W <br />CONTINUOUS <br />181, <br />- <br />s <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />24' <br />12" <br />s <br />+ "-0' <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />MINS <br />F1-30X30 <br />30" <br />30" <br />12" <br />(3)#6'S <br />s <br />(_.g <br />F142X42 <br />42" <br />42" <br />12" <br />F2-24X24 <br />24" <br />24" <br />12" <br />(2) #5'S <br />IN <br />- v-0" <br />FOUNDATION PLAN <br />SCALE: 1/4" =1'-0" <br />A I C I I T I C T 8 <br />Grou�� <br />41 N. RONALD REAGAN BL7 <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003325 <br />BIIIIII <br />anon. <br />9UDDIN, ae LOT <br />SILVERADO <br />LOT #3 <br />BLK #13 <br />PROJECT# <br />03719.000-03132 <br />MODEL+ <br />x2045-LANlANAa <br />GARAGE 81FMC: <br />RIGHT <br />PACE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />PRINT 8 /20 <br />DATE: <br />81CALIC: 1/4"=1'-0" <br />9IiEET <br />s1 <br />