Laserfiche WebLink
FOUNDATION NOTES <br />29-8" <br />2'•1" 10'-0" 17'-7" <br />TEA <br />F7---7 <br />e <br />26'.2" 3'-6" <br />w <br />O w SLAB <br />0,_0" <br />TOP OF <br />q <br />6.wl <br />N lu Iw <br />SLAB <br />,O <br />EXTEND <br />FM-18X18 <br />4'-0" <br />SLAB' 1/2" 13'-W <br />12'-8" <br />I <br />I <br />I <br />`4" PVC CHASE <br />O0I <br />D $ -0 <br />I� TOP OF <br />� I <br />SLAB <br />LL <br />' <br />I <br />21-4- ,;�' <br />8,.2„ <br />z <br />/ C <br />1 1A P <br />R <br />a <br />11 <br />? a <br />'all <br />ii <br />� <br />n <br />I U <br />iv <br />ii <br />ii Z <br />/ U it w LQ <br />UP TO 2ND FLOOR w �� r ro <br />6'-5" (FIELD VERIFY ,y s y <br />4 I <br />BD <br />EXACT LOCATION) <br />q <br />o ,.1 N <br />L _ _ _ _ _ _ CW18X12 _ s --I iv <br />II <br />TVVC-18X72 �x — — — — — — F-2b..224 <br />7 8" <br />I <br />— — — —234 <br />�SSS <br />— — 8 CWC-18X12 EXTEND I" m `O <br />1.1 SLAB 1 112" <br />i <br />51/2' <br />FWl6X1_Bj <br />EXTEND <br />_ <br />SLAB 1 112" <br />°D <br />M <br />4" CONC. <br />SLAB m <br />N <br />I <br />a� <br />xI <br />€7 <br />Oa <br />LL <br />W <br />SIM. <br />1A 2 <br />I <br />a <br />N <br />FM-16X18_ J <br />Y <br />,. 1.1 <br />m <br />mIrn <br />m <br />I <br />LLI <br />4 <br />4 <br />Y <br />I <br />L <br />_ FM•16X78 _ _ J <br />161-0,• <br />2'-10" <br />'4" <br />64" <br />'4" <br />21'-8" <br />8'-0" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <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 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 />WINDOW7DOOR 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 I.OINDICATES #5 BAR, ElINDICATES #6 BAR,NNDICATES #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 900 <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 2,0W 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 4021602-16, 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" 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 j OF SLAB SUPPORTED <br />3'-0" O/C MAX. SEE PLAN FOR VWVM 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 THICKNESS I REINF. REMARKS <br />l6x6W1.4.Wl,4 OVER <br />3 10 6 MIL VAPOR 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 />IF, <br />- <br />(2)#611 <br />FMC-16x1B <br />1S, <br />CONTINUOUS <br />16' <br />- <br />(2) % <br />VARIES <br />TEA <br />e" <br />SEE PLAN <br />8" <br />- <br />1 's <br />TE-2 <br />1Z' <br />SEE PLAN <br />10' <br />- <br />2) 's <br />F-24x24 <br />24" <br />24" <br />12' <br />( a <br />() #5's <br />(+)a'-0' <br />F2-24x24 <br />24" <br />24" <br />16, <br />O #51s <br />O 's <br />CW-16X12 <br />16' <br />CONTINUOUS <br />1T <br />CWC-16X12 <br />16' <br />CONTINUOUS <br />1T <br />- <br />(2)#5's <br />#S IN CURB <br />VARIES <br />F1-30X30 <br />1 30' <br />1 30" <br />1 12' <br />1 (3)#5'e <br />(3)#5's <br />(-)0'-8" <br />Ft-24X24 <br />1 24" <br />1 24" <br />1 12' <br />1 (2)#5'6 <br />1 (2)#5's <br />(-)0'-6' <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA #: 0003325 <br />all <br />O <br />R <br />a <br />Q}Q}Q} <br />1 tMDIV. & LOT: <br />ABBOTT PARK <br />LOT #23 <br />BLK. #11 <br />PROJECT* <br />04181.000-23112 <br />MODEIt <br />3EEB <br />"2260—ELSTON" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH ER. C <br />a TEE: a/o8/z1 <br />BCALE: 1/4"=V-0" <br />SHEET <br />s1 <br />