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,I Y <br />39'-8" <br />28'4' <br />3'I" <br />36'-2" <br />171. <br />T PO <br />Q <br />SLAB <br />co <br />- 1 <br />- - <br />- - FM-1- <br />-1 - <br />- - - - - - FM-12X18 - <br />ml` <br />N <br />4" CONC. <br /><" <br />xi <br />SLAB w <br />` <br />g <br />J a <br />� <br />, <br />F-24X24J 1, 0" *g 1/2" <br />r <br />LL <br />10 <br />, <br />\`\\ <br />EXTEND-"`FM-12X78 <br />1 <br />SLAB 1 1/2" <br />4" PVC <br />\\` CHASE <br />1.1 <br />1A <br />\ <br />0 <br />. <br />I <br />� TOO , <br />P OF <br />I <br />SLAB <br />IN <br />I <br />XI <br />L---- <br />---d- <br />TE-1 <br />0 <br />1.1 <br />1.1 <br />I <br />*1 1/2" <br />I <br />I <br />4 <br />1 <br />3 0 5 <br />I <br />IN <br />m <br />I� <br />W <br />a <br />SIN. <br />EXTEND <br />1 <br />2 lA <br />SLAB 1 1/2" <br />1.1 <br />-- <br />1.1 1.1 <br />cSm <br />F,2Xi8 m IW ri 4"CONC <br />M- <br />SLAB <br />I <br />LLN <br />�N IOW 1 <br />SIN. 51 <br />3•_5„ <br />I lin a 4,-31/2" 1 <br />1A <br />I . <br />71/2" <br />4 <br />I <br />,A 2 <br />__1 <br />1.1 <br />1 1A <br />1 I <br />FMG-12XIS <br />FM-12X18 ~ <br />FMC-12X18 <br />4 <br />0 <br />L 1.1 1A FM-12X18 <br />- - - - - <br />1.1 J <br />4 <br />1.1 <br />.1 <br />2'-V' <br />18'-0" <br />2'-8" <br />4'-4" <br />X-10" 10'-2" <br />14'4" <br />21'4" <br />39'-B" <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 +4-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-0'-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 />6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: <br />PROVIDE 112" 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 />WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS <br />AND WITH THE MANUFACTURES SPECIFICATIONS. <br />10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.0INDICATES #5 BAR, GINDICATES #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 />3W. #6 =36-1, 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,D00 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 4021602-16, 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 />3'-0" OIC MAX. SEE PLAN FOR W WM 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 />5x6 W1.4xWlA OVER <br />GENERAL <br />3 1/7' <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 />TEA <br />8" <br />SEE PLAN <br />10' <br />- <br />s <br />(+)0"-0" <br />FM-12x12 <br />1T <br />CONTINUOUS <br />12" <br />- <br />(2)#51s <br />FM-12x18 <br />12, <br />CONTINUOUS <br />18" <br />- <br />(2)#T. <br />FW1608 <br />16' <br />CONTINUOUS <br />18, <br />- <br />)- <br />FMC-12x18 <br />17 <br />CONTINUOUS <br />19, <br />- <br />(2) 's <br />VARIES <br />F-24x2 <br />2 " <br />24" <br />s <br />s <br />,1 N. RONALD REAGAN BI <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />$� <br />tl <br />�a <br />is <br />iyj <br />o <br />G7 <br />I <br />U33DM as LUTBBOTT PARKLOT ##15BLK. ##7ROJECT# <br />0418.000-15071 <br />MODMIA <br />4EBB <br />"1828-CALI" <br />GARAGE 8TfWG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 H EXP. C <br />BCALE: 1/4"=1'-0" <br />6041 <br />