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SLAB <br />I i 1 <br />30'-8" <br />19'-4" <br />27'-2" <br />18'-0* <br />3114r <br />U-1 I I I I I <br />— — — — <br />— — <br />TE-1 <br />— — — <br />— — L7 <br />,4'- <br />3 -.2 <br />Y-2" <br />101. 3 <br />!7 <br />8'4" <br />4" CONC. <br />F2-3OX301 <br />SLAB <br />4"PVC <br />CHASE <br />F`1-30X30� <br />9�2" <br />6-10" <br />.3 112* <br />Lu <br />1; PVC CHASE <br />t-M-All <br />I I I I I I I I I <br />OR ELEC. @ <br />— <br />— — — <br />EXTE�'D—J <br />— — <br />FM-16X18 <br />— <br />L <br />ISLAND� <br />SLAB 1 1/2" <br />19, <br />S, _1 0. <br />22�7` <br />---------- <br />SLAB <br />Y-2" <br />L ual <br />\% <br />-3) <br />T—E-1 <br />F —12 <br />/' �4 <br />20'-8" <br />TE-2 <br />.29'-4" <br />L <br />2— <br />i <br />--iE� <br />— — — <br />:Lj r8\ <br />7 <br />1 5 1/2* <br />5 2'.3- <br />1.1 <br />r2 <br />2'-W <br />2-1- <br />51.6. <br />101-10, <br />181-10" <br />E)(TEND <br />SLAB 1112" <br />I <br />FM-16XI8 <br />.1 <br />Fl 24X24 <br />-2" <br />FMC i6xie <br />4"CONC. <br />SLAB <br />161-0" <br />2'-0" 10", <br />81-0" V-61� <br />2 <br />—N-1 FM-1 18 <br />91.0. <br />Fl -24X24 <br />E—mlqXI8 <br />-7 1/2* r4—'\ <br />1. <br />:t <br />N <br />-LE-1 <br />20'-0" <br />9�4" <br />13'-0' <br />501-W <br />FOUNDATION NOTES <br />1. SEE SLA 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'-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 />S. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND E)(TERIOR SLABS ON GRADE: <br />PROVIDE 112" 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 />1 0. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. <br />11.13INDICATES #5 BAR, MINDICATES #6 BARANDICATES #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 #S'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 0) ALL CORNERS <br />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 6-13, USING: Fm <br />2,000 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 i OF SLAB SUPPORTED <br />T-0* OIC MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, Oth EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />WIAXW1.4 OVER <br />GENERAL <br />3 1/2" <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BAR SAME SIZE QUANTITY AS BARS I FOUNDATION, WITH XLEG 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-I6xlS <br />16" <br />CONTINUOUS <br />11.1 <br />(2) #6s <br />FMC-l6xl8 <br />le" <br />CONTINUOUS <br />IT <br />-ppg <br />#5 IN CURB <br />VARIES <br />FI-24X24 <br />24" <br />2N' <br />12" <br />—s <br />77ffs-- <br />(-)8" BELOW GRO <br />TEA <br />an <br />SEE PLAN <br />81, <br />(-)0'4" <br />TE-2 <br />89P <br />SEE PLAN <br />8.. <br />CWC-12X!2 <br />12$1 <br />CONTINUOUS <br />12" <br />TOM- <br />#5 IN CURB <br />VARIES <br />FI-3OX30 <br />NIP <br />31- <br />12p' <br />(3) #68 <br />(3) #5pp <br />LE OW 2RD <br />1 F2-3OX30 <br />1 30" <br />3T <br />1 Z'— <br />(3) #68 <br />1 (3) ns <br />V;-12" EIELLOW R. <br />FOUNDATION PLAN <br />SCALE: 1/4"= T-O" <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX- 407-7744078 <br />www.abdaWgngroup.com <br />AA#:O003325 <br />DRAFTING BY. "Ill <br />A-B. DESIGN GROUP <br />DRAFrING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134MG-2628 <br />FAX: 8134WS-28O:...o,# <br />BUDDIV. AN Ljo <br />SILVERADO <br />LOT #24 <br />BLK #10 <br />PROJECT# <br />03719,000-24 <br />Mopmu <br />2795-B <br />GAP—kGM 8WING; <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MR EX& <br />r-PRD" 10/30 <br />DATIM <br />SCALM 1/4"=I'-O" <br />nFlIMET <br />si <br />