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'-2" 10'-0" 29'•8" 181-6" <br />TE•1 <br />— — — — —1 <br />25'-2" T-6" '-0 <br />4" CONC. <br />TOP OF <br />m <br />_ <br />a SLAB <br />SLAB \ <br />w <br />I O � Ir <br />11 <br />m <br />Q <br />3 <br />_ <br />FAM18x18 , <br />r <br />T <br />FM-18x18 i <br />I <br />EXTEND <br />SLAB 1 1/2" <br />1 I <br />I <br />4 <br />, i i <br />I <br />1.1 <br />1.1 <br />i <br />14'-10" 1A <br />I <br />1.1 <br />I I <br />Iq <br />4 <br />N <br />i <br />XI <br />LL <br />n <br />N <br />CW-12x12 <br />•J <br />11 <br />F-24x24 13•-6" <br />11 <br />1.1 <br />°D <br />12 <br />4„ PVC—i <br />CHASE tl <br />o <br />D'a\111 <br />TOP OF I <br />ao I <br />I� <br />LL <br />SLAB 1 <br />ELEC. CONDUIT <br />FOR KITCHEN i <br />U tJ <br />ISLAND 11c <br />I <br />O p <br />- <br />1A <br />14'_9„ 8'_S' 2-l" 1'. <br />4--l" <br />UP TO 2ND FLOOR <br />I <br />(FIELD VERIFY <br />ap <br />EXACT LOCATION) i <br />v <br />I <br />8 I <br />4.2" <br />12-0 13 -6 <br />11 <br />F-24x24 <br />F-24x2 <br />iv <br />EXTEND <br />SLAB 1 1/2" <br />r <br />— — —r <br />(WC 12x12 <br />J <br />III <br />$ <br />I I I . <br />18 I <br />°° <br />3' „ <br />9 <br />q <br />I <br />N I <br />I <br />t0,�4.,I <br />8,_0„ <br />13,,1., <br />I'x <br />s1n) <br />N <br />iv <br />(�I <br />8 <br />I o <br />I m I l0 <br />EXTEND <br />I <br />I I y a: z I w <br />LLI <br />SLAB11/2" <br />O <br />LFM-16x18 <br />J <br />`r rnl y <br />2 1A <br />`_ <br />„ 11 SIM <br />7 vz„ <br />x <br />Y <br />N <br />3' 0" <br />LL N 3' 5" 3' 3" <br />FMG16X18 FMC-I OX18 <br />FM-18x18 <br />FM•12x1g— <br />Y <br />El <br />1'4" 7'4" 1'-4" 2'-0" i 6'-0" T2'-O" <br />20'-0" <br />29'-8" <br />FOUNDATION PLAN <br />SCALE: 114 - 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 +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 />11.131 NDICATES #5 BAR, OINDICATES #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 />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: Pm = 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 i OF SLAB SUPPORTED <br />3'-0" O/C 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 />I REINF. <br />REMARKS <br />64 W 1.4xW1.4 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 30" LEG EACH WAY. <br />MARK <br />I WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-12x18 <br />17' <br />CONTINUOUS <br />18" <br />- <br />(2)#6's <br />FM-1-&18 <br />16, <br />CONTINUOUS <br />te, <br />- <br />) <br />- <br />(+Hy'-0•• <br />FMC-1608 <br />18" <br />CONTINUOUS <br />18" <br />- <br />O 's <br />VARIES <br />CW-12x12 <br />12, <br />SEE PLAN <br />17' <br />- <br />() s <br />- <br />(+)p••-0•• <br />CWC-1202 <br />12" <br />SEE PLAN <br />12, <br />- <br />s <br />VARIES <br />TE-2 <br />12" <br />SEE PLAN <br />8" <br />- <br />() #Fs <br />F-24x24 <br />24" <br />24" <br />12' <br />( s <br />2) 's <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />- <br />(21 s <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />i <br />D4 <br />kk <br />6 <br />O <br />64 <br />ut <br />03 <br />— ') <br />SL7HDIV. & LOT: <br />ABBOTT PARK <br />LOT #14 <br />BLK #13 <br />PHASE #4B <br />PROJECT# <br />04181.04B-14131 <br />MODELa <br />3EFB <br />"2447- ROBIE" <br />GARAGE SMINO: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />160 MPH EXP. C <br />129 <br />DRINT <br />ATA-. 10/26/ <br />SCA X:1/4' - 1'-0" <br />SHEET <br />sl <br />