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FOUNDATION NOTES <br />EXTEND <br />SLAB 1 1/2" <br />i <br />— — FM-12Xi8 — — — — — — —3 <br />• FM-12X12 <br />— <br />4" CONC <br />i 1.1 <br />SLAB <br />W F <br />LL W <br />I <br />0 <br />m <br />N <br />IN <br />3M aw <br />01i. <br />I <br />0m <br />F-24X24 <br />I <br />Is- <br />9'-0" <br />7-6' <br />- 10 <br />o <br />I <br />FM-12X18 <br />I 1 <br />I <br />I <br />.I <br />I <br />rL I <br />0'_0" <br />°D <br />4 <br />`D <br />T$ Op OF <br />I SLAB <br />1" PVC CHASE N <br />I FOR ELEC. <br />ISLAND LL <br />Im <br />X <br />(� <br />ILL <br />S <br />I <br />I <br />•I <br />i <br />I <br />z <br />a <br />'O a <br />y' <br />4" PVC <br />EXTEND <br />I <br />``CHASE <br />SLAB, 1/2" <br />TE i5112 <br />— — — — — <br />4" CONC. <br />SLAB <br />„2 <br />^' <br />18 -0" <br />-8" <br />17.8" <br />I I <br />I <br />I <br />T-6" <br />0.-0„ <br />I <br />m l <br />t <br />N <br />TOP OF <br />I <br />SLAB <br />LL <br />1 <br />~I <br />a I <br />1.1 <br />TEND O <br />2 <br />FM-12X18 <br />SLAB 1 12" N <br />1.1 <br />CONC. <br />)4" <br />S. m <br />ix <br />N i <br />�*312 <br />LLI <br />I" 2 <br />1• <br />4FMC-12X18 2XFMC-12X16 <br />FM-118 <br />_FM_12X78 _ <br />FM <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 <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-V-0", 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 />S. 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 VINDICATED#5 BAR, BIINDICATES#6 BAR,I•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 (ifs = <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 #VS 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 A-C.I. 530-131ASCE 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 } OF SLAB SUPPORTED <br />T-O" O/C MAX. SEE PLAN FOR WWM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 61h EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />6x6 W1.4)IW1.4 OVER <br />GENERAL <br />312' <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 />I WIDTH <br />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O-F. <br />SHORT <br />LONG <br />FM-1208 <br />17, <br />CONTINUOUS <br />18" <br />- <br />(2)#5's <br />FMCAW8 <br />12, <br />CONTINUOUS <br />18" <br />- <br />(2) 's <br />- <br />VARIES <br />F-24x24 <br />24" <br />24" <br />17' <br />) 's <br />(2I 's <br />( '4" <br />FM-12x12 <br />17' <br />CONTINUOUS <br />17' <br />- <br />(2)p6k <br />- <br />(-)IY4" <br />TE-1 <br />8" <br />SEE PLAN <br />8" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />L AA B: 0003326 <br />La <br />F4 <br />h <br />4 <br />avHDIV. & LOT <br />SILVERADO <br />LOT 49 <br />BLK 6 <br />PROJECT# <br />04128.002-49061 <br />MODEL: <br />4EAB <br />"1672-ARIA" <br />GARAGE 97IIMG: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />ROLMD A <br />DATjL. 01/18/19 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1 <br />