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TE-1 J TE-t L ' <br />3 1 FM-18X18 1 F2-24X24 F2-24X24 <br />LLI W <br />7 4" CONC. w <br />SLAB <br />o <br />m <br />\, *-3112 1. <br />\� I <br />m '\ _ <br />g i, FM-16X78 <br />e <br />N <br />ILL 4" PVC '��\ 3'-10" 9'-2" 4'-4' 7'-0" <br />M <br />CRASEN\ <br />I �\ <br />'\ I <br />I <br />m <br />'\ <br />I <br />\ <br />0 1 <br />I t <br />I ,\ <br />\\ I <br />TOP OF <br />TE-1 <br />_ \ SLAB <br />O <br />m I v <br />\ N <br />�n <br />ci <br />o <br />I <br />w <br />IF- <br />u' <br />-31/ <br />�\ `\ <br />1" PVC CHASE x <br />I— J <br />FOR ELEC. Q <br />TE-1 <br />I` � ISLAND <br />12 LL <br />\ I <br />I I <br />�\ I <br />I I <br />;1\\ <br />o <br />Zb <br />a <br />I <br />, <br />16'-B" ` 23'-6" <br />\ <br />4 <br />TE-1 <br />w Y <br />ul SLAB/2' <br />EX]E-l— <br />IF- <br />L TE-1_ <br />"' <br />L _ <br />&-8"ND <br />5'1" <br />4'-10" 2'-8" 4" <br />I <br />I <br />4:3112" (� <br />5p <br />I X <br />I <br />EXTEND I <br />I <br />N <br />I m <br />SLAB 1 tYL" FM-16X18 <br />— Im 4" CONC <br />N <br />ILL <br />4-0" Ig W SLAB I I <br />N <br />( <br />ly a *31/2 I <br />2 <br />O 2 __--J <br />1 <br />rn 7 c <br />I <br />m l 4" 5'-2"0 4" I <br />I <br />TE-1 ILL <br />5 1/2"LL I F2-24X24 1 1 <br />1't <br />FMG-16X18 <br />FMC-16X18 �1 _ FM-16Xl8 <br />0 <br />5'-10" I. 13'-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 +-0'-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +..0'-W. 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 11Y 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 />11.01NDICATED #5 BAR, GINDICATES #6 BAR,■NDICATES #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 />16. 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. 530-13/ASCE 5-13, USING: Pm = <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 3 OF SLAB SUPPORTED <br />Y-0" 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, 6th EDITION <br />DOWEL LEGEND <br />© 8-x8' MASONRY COLUM <br />W/ (2) 5'5 ARE <br />DESIGNED TO BE <br />PLACED IN CONTACT <br />WITH THE INSIDE OF THE <br />INTERIOR 4 EXTERIOR <br />FACES OF THE BLOCK <br />AS SHOWN Ul/ 5 DOWEL <br />IN FOUNDATION. <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />Wl.4xW1.4 OVER <br />GENERAL <br />3 1/2" <br />16XB <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 />WIDTH <br />LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />FM-l6xl8 <br />16" <br />CONTINUOUS <br />18' <br />- <br />(2) #6. <br />FMC-1608 <br />16" <br />CONTINUOUS <br />18" <br />- <br />s <br />#5 IN CURB <br />VARIES <br />F-24x24 <br />24" <br />1., <br />12" <br />s <br />s <br />- <br />(+)0"-0" <br />TEA <br />8" <br />SEE PLAN <br />8" <br />- <br />s <br />#5 IN CURB <br />OU-0" <br />F/30X30 <br />30, <br />30" <br />12" <br />(3)#6S <br />s <br />_ <br />001-8" <br />Ft-42X42 <br />42" <br />42" <br />12" <br />(3)#5S <br />) s <br />_ <br />(-)9-8" <br />72-24X24 <br />24" <br />24" <br />12" <br />(2) #SS <br />s <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />TPI <br />A 8 C III T E C T 8 <br />Groin <br />IN' <br />RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003325 <br />Z <br />h <br />0 <br />F <br />StmDIV. Ae M07 <br />SILVERADO <br />LOT #1 <br />BLR. #18 <br />PROJECT�1 <br />03719.000-01182 <br />MODEL" <br />"2045—LWANA° <br />GARAGE STaNG: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 PH EXP. B <br />