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FOUNDATION NOTES <br />29'-8" <br />18'-11" 10'-0" 29 <br />FM-12X12 <br />3,6„ 26,_2„ <br />4 <br />°° <br />N <br />_ I 4„ CONC. <br />N_ <br />� I <br />540 <br />SLAB <br />w <br />Q. g <br />O <br />,LQ'-D" <br />LL <br />I <br />W LL <br />o. <br />inn <br />TOP OF <br />EXTEND <br />y <br />SLAB <br />SLAB 1 112" <br />O. <br />FM-,BX18 <br />— — — — <br />— <br />— <br />12'-0" <br />8'-10" <br />4'-8" <br />N <br />0— <br />I <br />4" PVC <br />SLAB F <br />. `CHASE N <br />m <br />' <br />I <br />1A 1 <br />ji <br />1 ,.t t' <br />PLACE ELEC. <br />CONDUIT <br />I <br />FOR KITCHEN <br />ISLAND <br />I <br />4 <br />N <br />4 <br />UPT02ND <br />t <br />n <br />I <br />FLOOR <br />27'.4 <br />�5 <br />(FIELD <br />VERIFY <br />4�'-6" <br />'U-�5" <br />12'-1�i0v <br />EXACT <br />� <br />ION) <br />Ta0j <br />i <br />i2� <br />14'-7" <br />91-3" <br />V-10" IIII <br />iQ <br />EXTEND <br />CW-16X12 <br />SLAB 1 1/2" <br />— <br />L <br />7, <br />EXTEND <br />F-2444 <br />SLAB 1 1nJ <br />C64 <br />'-4" 3-5" <br />'$� 27B <br />12 15 <br />11 <br />M <br />4" CONC. <br />o <br />SLAB <br />y1 <br />3-0 <br />11 <br />FM-16X18 <br />l <br />m ao <br />5,4„ a" <br />LL <br />W <br />C <br />I I <br />S N <br />$ <br />2 ,A <br />I 4 4 I <br />FM-18X18 — J <br />t- <br />2'-10" <br />18'-0" <br />2'-10" <br />21'-8" <br />29'-W <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 +-V-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 />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 />I1.OINDICATES #5 BAR, E3INDICATES #6 BAR, MINDICATES #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", #8 -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 402/802-16, 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 } OF SLAB SUPPORTED <br />V-0" O/C MAX. SEE PLAN FOR WAN 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 />I THICKNESS <br />REINF. <br />REMARKS <br />Bx6 W1.4xW1.4 OVER <br />GENERAL <br />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 W' LEG EACH WAY. <br />MARK <br />I WIDTH <br />I 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 />16' <br />- <br />(2)#6s <br />FM-t6x18 <br />16" <br />CONTINUOUS <br />1S' <br />- <br />(2)We <br />(+)0'-0' <br />FMCASX18 <br />18" <br />CONTINUOUS <br />16, <br />- <br />(2)#6b <br />#51N CURB <br />VARIES <br />F-24x24 <br />24" <br />24" <br />12, <br />() a <br />a <br />+)0`a, <br />CW-16X12 <br />16" <br />SEE PLAN <br />17' <br />- <br />s <br />00'-0" <br />CWC-16X12 <br />16" <br />SEE PLAN <br />17, <br />s <br />#51N CURB <br />VARIES <br />TE-1 <br />6" <br />SEE PLAN <br />T 8" <br />- <br />( 8 <br />(-)0'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />L AA #: 0003325 <br />1 <br />Nil <br />g <br />BUDDIV. ae L,0 <br />74 <br />ABBOTT PARK <br />LOT #29 <br />BLK #11 <br />PROJECT# <br />04181.000-29111 <br />MODEL? <br />"AISLE" <br />2007 <br />GARAGE STING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />60 MPH EXP. <br />