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50'-0" <br />SLAB <br />19'-4" <br />wj <br />AL <br />— <br />I <br />- <br />III • <br />--- <br />TE-1 <br />—----� <br />— <br />--jT <br />—FM-16318 — <br />— <br />---� <br />F—` <br />4'44" , <br />3'-2" <br />3'-2" <br />10'-4" <br />8'1" <br />F2-30X30I <br />1 <br />m <br />4" CONIC. <br />SLAB <br />m <br />wa <br />�` <br />a <br />w <br />F- <br />PVC <br />`CHASE <br />`CHASE <br />Ft-30X30 <br />Y <br />I <br />-31/2$ <br />I oz <br />1 v <br />,., <br />09 ��\�` 1" PVC CHASE <br />jobti <br />FOR ELEC.@ <br />EXTEND• <br />FM-i6Xi6 <br />ISLAND <br />9' <br />SLAB 1 1/2" <br />1 <br />LL < <br />I <br />TOP OF*- <br />SLAB <br />L <br />` <br />ml <br />LL <br />F TE 1 <br />12 <br />4 <br />m <br />Im <br />I <br />If <br />o <br />LL <br />1.1 <br />I <br />I <br />20'-8" <br />29'-4" <br />I <br />I <br />I <br />I <br />I <br />.I <br />I <br />I <br />A4i <br />TE2 <br />I <br />I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />L— <br />L-- <br />IL <br />1 <br />— — <br />— __LE — <br />— — <br />I <br />7 <br />-51/2 <br />5 7-3" <br />I� <br />2 <br />2-8 2-8" <br />,.1 <br />5-6" <br />�T <br />I � <br />o - <br />I <br />10'-10" <br />EXTEND <br />,.1 18'-10" <br />( , <br />SLAB 1 112" <br />v <br />17 <br />M-16X18 <br />I <br />in <br />F1-24X24 <br />FMC-16X18 <br />11" <br />3' 5"1♦-0' I <br />I <br />ILL <br />" CONC.. <br />SLAB <br />_ <br />2' <br />16'-U, <br />2 -0 <br />. <br />2 <br />q 4 <br />arc Im <br />O a <br />t4 ILL <br />I18 <br />7'-0" <br />3'-2" T " <br />FM-16X18 <br />-71/2�y q <br />Y <br />�I <br />L�(r <br />1.1 <br />l <br />F7-24X241�I <br />— <br />— <br />— _ <br />_ _ FM-16X18 <br />_ _ <br />TE-1 1 <br />— — <br />N <br />I <br />— <br />L <br />20'-0" <br />9'4" <br />7'-8" <br />1 T-T <br />50'-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 +-0'-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 />i 1 0INDICATES #5 BAR, OINDICATES #6 BAR,WNDICATES #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 "M" ORS" <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 VWJM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 7th EDITION <br />SLAB SCHEDULE <br />SLAB <br />1 THICKNESS <br />I REINF. <br />I REMARKS <br />6x6 W1.4XW1.4 OVER <br />GENERAL <br />1 312" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3W 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 />FMC-16Y18 <br />16, <br />CONTINUOUS <br />19, <br />- <br />2) Ws <br />#5 IN CURB <br />VARIES <br />F1-24x24 <br />24" <br />24" <br />17, <br />(2) #5's <br />(2) 's <br />(-)8" BELOW GRD <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />TE-2 <br />8" <br />SEE PLAN <br />all <br />- <br />(1) 's <br />(-)0•-p• <br />CWC-12X12 <br />12" <br />CONTINUOUS <br />17' <br />- <br />() 's <br />#5 IN CURB <br />VARIES <br />Ft-30X30 <br />30" <br />30' <br />1T <br />(3) #5's <br />(3) #5's <br />(-)8" BELOW GRD <br />F2-30X. <br />3C" <br />30" <br />17'(3) <br />#5's <br />-)12" BELOW GRID <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813,SW2628 <br />FAX: 813588-2802 <br />sUBDIV. ee LOT: <br />SILVERADO <br />LOT# 11 <br />BLK# 16 <br />PROJECT# <br />7 .00 - 62 <br />*ODEL• <br />2795-CAMDEN" <br />GARAGE ST►IMG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />%150 MPH EXP. B <br />DAPANT 05/13/21 <br />SCALE: 1/4"=1'-O" <br />SKEET <br />s1 <br />