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FOUNDATION NOTES <br />2'-l" 101-W <br />TE-1 <br />28'-r T-8" <br />a. w SLAB <br />TOP OF <br />b <br />� <br />WI w (L Iw <br />rI <br />SLAB <br />I~ <br />m <br />— — — — — <br />EXTEND <br />7M-16X18 <br />SLAB 1 1/2" <br />lV <br />i/ <br />m <br />4" PVC CHASE <br />X <br />q <br />ILL 0, <br />N <br />TOP OF <br />SLAB <br />V <br />Z <br />It N <br />UP TO 2ND FLOOR W It <br />(FIELD VERIFY w 11 Y <br />EXACT LOCATION) O 1 <br />it <br />9 atl� <br />I <br />fV <br />1 <br />CVsC-18X12 �+ � ZI J <br />r------- F.24x24 <br />I <br />T, 8„ <br />—23,l„ <br />I —8 <br />— •—IDESLAB <br />ro <br />CWC-18X12 <br />FJ11-W <br />XTEND <br />SLAB 1 10 <br />-7„ <br />m <br />4" CONC. <br />;p <br />I <br />I <br />SLAB m I <br />x <br />io <br />N <br />ula <br />io <br />b <br />ILL <br />h I <br />Q <br />�i <br />LL <br />SIM. <br />1A 2 <br />I <br />a I <br />y <br />rn <br />FM-18X18 — <br />� <br />m <br />I <br />LLI <br />4 <br />4 I, <br />v <br />I <br />2'-10" <br />'-4" <br />V-4" <br />'-4" <br />2r-6° <br />6'•a' <br />zs'43" <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 +-0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-V-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 12" 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. E,NDICATES #5 BAR, MDICATES #8 BAR, EDICATES #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 1#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 2,000PSF. 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 402802-16, 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" ORS" <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" O/C MAX. SEE PLAN FOR WWII 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 />6.6 W1.4xW1.4 OVER <br />3 1/2, <br />6 MIL VAPOF2 <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE OUANTITY 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 />18" <br />- <br />(2)#5's <br />FMC-16x18 <br />le" <br />CONTINUOUS <br />18" <br />- <br />(2)#65 <br />VARIES <br />TEA <br />S. <br />SEE PLAN <br />8" <br />- <br />(1) #5's <br />- 0g <br />TE-2 <br />it <br />SEE PLAN <br />10' <br />- <br />(2) #Ss <br />_ <br />a 0"-0" <br />F-24x24 <br />24" <br />24" <br />it <br />(2) 05h <br />(2) #5's <br />F2.2444 <br />24" <br />2C <br />16' <br />(2) 's <br />(2)#63 <br />CW-16X12 <br />16, <br />CONTINUOUS <br />1T <br />CWC-18X12 <br />16' <br />CONTINUOU <br />1T <br />- <br />(2)#6 <br />#S IN CURB <br />VARIES <br />F7-30X30 <br />30' <br />3d' <br />12' <br />(3)#5's <br />(3)#Vs <br />I <br />F1-24X24 <br />24" <br />24' <br />12' <br />(205's <br />1 (2)#5's <br />I <br />uL <br />1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />AA #: 0003325 , <br />0 <br />d <br />mm <br />Dw� 09/21/21 <br />OCALE: 1/4"=r-0" <br />sign= <br />sl <br />