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19'-4" <br />301-8" <br />11 <br />27'-2" <br />3'-6" <br />J — — <br />— _ _ _ <br />TE-1 <br />— — — <br />i (11 <br />—— — <br />— <br />— FM-18X18— <br />IF2-3OX30 <br />8'-4' <br />10'-3" <br />3'-2" <br />3'-2' <br />i '4'-5" <br />I <br />4" CONC. <br />Iw <br />w SLAB <br />ao: <br />u <br />/� <br />i/ <br />~ <br />a <br />Y <br />F1-3OX30 <br />4" PVC —' <br />VC <br />I <br />iv <br />CHASE <br />i <br />5'-10" <br />4'4" <br />/ O <br />+31/2C�9i <br />1" PVC CHASE <br />cwi <br />FM-18X16 <br />— <br />1 <br />EXTEND <br />FOR ELEC.0 <br />SLAB 1 1/2" N <br />ISLAND <br />i�� 0 <br />1., <br />I <br />fr w Y I <br />22'-2" <br />8'-10" <br />19'-0" <br />,�� � <br />i <br />I <br />M <br />TOP OF <br />,- <br />SLAB <br />i <br />I <br />� r <br />3'-2" 61 <br />I <br />J/ <br />TE-i J <br />i/ <br />+-3 1Y1 <br />if <br />i f� <br />12 <br />4 <br />i <br />1 <br />i/ <br />i <br />� <br />b <br />I <br />I <br />11 I <br />291-4" <br />20'-8" <br />I <br />•I <br />I <br />I <br />I <br />I <br />TE2 <br />I. <br />I <br />— — <br />TE 2 <br />. <br />— — — <br />— _J <br />7 <br />2'_3• 5 <br />.-51/2 <br />Ix <br />JI 1.1 <br />m <br />o <br />UI 5'-8" <br />2'-8" 2'-8" <br />2 <br />10'-10" <br />18'-10" <br />1.1 <br />EXTEND <br />SLAB 1 112" <br />I , <br />11 <br />v <br />I <br />r <br />• <br />F1-24X24 <br />N <br />-31/2 <br />1 "4 <br />1'i2 3,,0• <br />FMC-16X18 <br />U <br />4" CONC. <br />M <br />SLAB <br />" tz <br />i -0" 8'-0" <br />10 2'-0" <br />16'0" <br />2'-0" <br />w <br />�I $a 4 <br />;, 4 <br />fl <br />F 16X18 �'1 <br />3'-0' <br />" 7'-6" <br />— <br />4-71/2 <br />FM-18X78 <br />— — — F1-24X24RE <br />FM-16XIB — — — <br />— <br />— T E-1 <br />13'-0" <br />7'-8" <br />9'4" <br />20'-W <br />59-V <br />SLAB <br />SLAB FOUNDATION NOTES <br />1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR <br />y��, COMPACTING REQUIREMENTS. <br />3 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". <br />i, 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +_O'-W. SEE SURVEY PLOT FOR NGVD. <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 />c 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 />11.OINDICATED #5 BAR, OINDICATES #6 BAR,ENDICATES #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 />M A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION <br />C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS <br />inn 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING <br />CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. <br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-131ASCE 5-13, USING: F'm = <br />1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER § OF SLAB SUPPORTED <br />3'-W O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 6t11 EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1.4xW1.4 OVER. <br />GENERAL <br />3 i@" <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 />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />16" <br />CONTINUOUS <br />18" <br />- <br />(2)#Ss <br />(+p'-0" <br />Is" <br />CONTINUOUS <br />18" <br />- <br />s <br />#51N CURB <br />VARIES <br />kFM-16x18 <br />24" <br />24" <br />12" <br />e <br />s <br />-)8" BELOW GRD <br />8"SEE <br />PLAN <br />8"- <br />0'-4" <br />8" <br />SEE PLAN <br />8"s <br />12" <br />CONTINUOUS <br />12" <br />- <br />s <br />#51N CURB <br />VARIES <br />F1-30X30 <br />30' <br />30' <br />1 12" <br />(3)#Ss <br />(3)#5's <br />- "BELOWORD <br />F2-30X30 <br />30" <br />30" <br />12" <br />(3) #5'e <br />(3) #Sa <br />- 12" BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />A II C I IT I C T Il <br />Grown <br />441 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX: 407-7744078 <br />www.abdoWgngroup.com <br />AA#: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134MG-2628 <br />FAX: 8134MG-2802 <br />ounDiv. Be LOT: <br />SILVERADO <br />LOT #1 <br />BLK T#14 <br />PROJECTp <br />03719.000-01141 <br />MODMU <br />2795-CAMDEN <br />GARAGE BVINO: <br />RIGHT <br />PAaE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />(n � 06/11/20 <br />mcAL ., 1/4"=1'-O"I <br />si <br />