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SLAB <br />' 1 ' <br />30'.8" <br />19'-4" <br />27'-2" <br />1V-0' <br />jr4r <br />-191 <br />— — — <br />TE-1 <br />— — <br />— —�. . <br />` <br />I—`\\`c` <br />— <br />— <br />4'-0"` , <br />Y <br />3'-r <br />10'-4" <br />8'4" <br />F2-30X30I <br />m <br />SLAB <br />a w <br />0 <br />I'L- <br />4" PVC <br />CHASE <br />F1-30X30 <br />y <br />O `\\ <br />.314 <br />(Z ,`, <br />1 iV <br />1" PVC CHASE <br />� <br />FM-18X18 <br />ladd <br />O <br />``, <br />\`� <br />FOR ELEC. <br />EXTEND <br />ISLAND <br />SLAB 1 1/2" <br />L1 <br />22'-2" <br />aoocco_=o== <br />=cc0000 oa <br />T o� <br />13'-r <br />\ SLAB <br />`\\ <br />I <br />L TE-1 <br />I <br />\` <br />\` <br />-31&*.dk ILu <br />ml <br />? <br />%N% <br />\\ <br />"- <br />F <br />12 <br />4 <br />\\ <br />, <br />Im <br />M <br />1.1 <br />I <br />I <br />20'-8" <br />29'4" <br />I <br />I <br />I <br />I <br />.I <br />I <br />I <br />lV <br />r <br />TE2 <br />I <br />I. <br />I <br />� <br />I <br />( <br />I <br />, I <br />IA-51124X24 <br />@I� <br />/2* <br />'-3" <br />2 -8" <br />2.8"U18'-10" <br />a2 <br />1I <br />m <br />D/2"� <br />M_16X,6 <br />111"" <br />CON . <br />2 0" ,0 <br />• <br />2 <br />SLAB <br />m <br />4 <br />R <br />w W Im <br />a <br />1 <br />FM_1 18 <br />F1-24X24 <br />FM-16X18 <br />— — <br />— <br />-7 1/2 4 <br />UU <br />- <br />N <br />Y <br />---- <br />FM-118 <br />6X--'_'— <br />1.1 <br />LL <br />�. <br />Y <br />TE1 <br />,4. <br />5,-0. <br />20'-0" <br />9'4" <br />7'.8" <br />, T-0" <br />50'-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 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 />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 />I1.GINDICATES #5 BAR, GINDICATES #6 BAR,IIIINDICATES #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: F'm = 2,D00 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, 7tt1 EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W I AXW i A OVER <br />GENERAL <br />312" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />RNER BARS. SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" L G EACH WAY. <br />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF, <br />TOPREINF. <br />T.O.F. <br />SHORT <br />LONG <br />NFMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#69 <br />18" <br />CONTINUOUS <br />18..- <br />s <br />#51N CURB <br />VARIES <br />24" <br />24" <br />12" <br />a <br />s <br />- "BE <br />8" <br />SEE PLAN <br />1.- <br />(-)0'-4" <br />8" <br />SEE PLAN <br />8" <br />s(- <br />'-0" <br />12" <br />CONTINUOUS <br />12" <br />a <br />#51N CURB <br />VARIES <br />F1-30X30 <br />30" <br />30" <br />12" <br />(3)#5's <br />(3)#5's <br />(-)8"BELOW GRD <br />F2-30X30 <br />30" <br />30" <br />12'. <br />(3)#5s <br />(3)#5'e <br />(-)12"BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 114" =1'-0" <br />JA41 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />wwwsbdeslgngrouP.com <br />L AA #: 0003325 - <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813486.2628 <br />FAX: 81343SS-2802 <br />avHDiv ae LOT. <br />SILVERADO <br />LOT #7 <br />BLK #14 <br />PROJECT/ <br />03719,000-07 <br />mops L• <br />2795-B <br />GARAGE aw:NG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH E B <br />