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90 <br />z <br />OiL <br />28'-8" <br />3'4" 15'-10" <br />9'-6" <br />9,_8„-4" <br />3,$" <br />36,4" <br />Q <br />0. <br />TOP O <br />SLAB <br />io <br />FM-12X16 <br />xSLABiI <br />:L4"V— <br />`\\ <br />\\\\ <br />EXTENt) FM-12X18 <br />I 4" PVC <br />\1y�CHASE <br />SLAB 1 1/2" <br />1A <br />I <br />`\ <br />\ <br />TOP OFF <br />SLAB <br />I <br />Ix `\1 <br />`\\\ <br />N <br />I2 <br />\\ <br />1 <br />lL <br />\ <br />L---- TE1 -- <br />I <br />4:5 1/2" <br />a"-e" <br />,r-a" <br />r <br />I <br />30 5 <br />I 1.1 <br />I <br />I <br />If <br />w <br />a <br />N <br />Ig <br />I <br />I. <br />SIM. <br />EXTEND <br />1 <br />2 to <br />SLAB 11/2" <br />-- <br />1.1 <br />FM-12X18 �w ri 4" CONC.— <br />SLAB <br />I <br />' �O w I <br />SIM. 5 1/' <br />3,_5„ 1 <br />I ly-3 i/2" I <br />to <br />+-71/2" <br />,A 2 <br />b <br />_J <br />,., <br />aQ <br />1.1 .1 <br />A <br />1 1A <br />1 <br />FMC-12XIB FM-12X18 <br />FMC-12X18 <br />4 <br />0 <br />L 1.1 1.1 — FM-12X18 <br />1.1 J <br />4 <br />2'-8" <br />16'-0" <br />2'-8" <br />4 <br />4'4" <br />3'-10" 10'-2" <br />21'.4" <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" - V-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 +44'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION w0'-0", SEE SURVEY PLOT FOR NAVO. <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 />8. 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 l.OINDICATES #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 46 BAR DIAMETERS (#5 = <br />X', #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 402602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm - 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 § OF SLAB SUPPORTED <br />T-W O/C MAX. SEE PLAN FOR VWUM 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 />THICKNESS <br />REINF, <br />REMARKS <br />6x6 W I A.W1.4 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 3U' LEG EACH WAY. <br />MARK <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOPREINF. <br />T.O.F. <br />SHORT <br />LONG <br />TE-1 <br />8" <br />SEE PLAN <br />10' <br />- <br />s <br />(+)a'-0" <br />FM-12xl2 <br />12' <br />CONTINUOUS <br />12" <br />- <br />(2)05's <br />FM-12xl8 <br />17' <br />CONTINUOUS <br />18' <br />- <br />(2) #5s <br />- <br />(+)O'1P <br />FM-l6xl8 <br />16" <br />CONTINUOUS <br />18' <br />- <br />O 9 s <br />FMC-12x1B <br />12" <br />CONTINUOUS <br />18" <br />- <br />8 <br />VARIES <br />F-24x24 <br />24" <br />2W' <br />MAY <br />144i N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />L AA #: 0003325 A <br />Z <br />ib ib <br />b <br />]_LL <br />BtMDIV. & LOT <br />ABBOTT PARK <br />LOT #5 <br />BLK. #9 <br />PROJECT# <br />04181.000-05091 <br />MODElu <br />4EBB <br />"1828-CALI" <br />GARAGE 9WING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH M. C <br />2021 <br />F-PRINTDATW. 5/05/21 <br />SCALE: 1 /4"=1'- 0" <br />elfrin <br />C1 <br />