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39'-W <br />29'4r <br />I <br />TE-1 <br />1 <br />4" CONC. <br />1 q <br />SLAB <br />*31/2 0w <br />— <br />— — — — <br />— — — <br />— — — — <br />FM-12X18 <br />— — —— <br />EXTEND <br />SLAB 1 1/2" <br />1 <br />0 <br />8'•2' <br />5'48" <br />10'4" <br />13'-4" <br />4" <br />.1 <br />1 <br />I- <br />I <br />' <br />N I <br />T$T — <br />OF <br />I <br />�I <br />SLAB <br />I <br />I <br />� <br />N <br />1 <br />LL <br />I <br />1 <br />I' <br />21'-0" <br />1 S*_w <br />1 <br />.1 <br />Q, <br />4" PVC <br />CHASE <br />19'•4" <br />20-1- <br />I <br />• 1m <br />X <br />TE-1 <br />J <br />LL <br />I <br />I <br />5 12 <br />• <br />XTEND <br />M <br />` <br />SLAB 1 1/2" <br />• <br />1 <br />1 <br />1 <br />5 3'40" <br />O <br />1 <br />I EXTEND <br />w <br />FM-12XIS <br />SLAB 1 12" <br />O <br />CONC. <br />)4" <br />SLAB uol a l <br />I <br />Itj <br />2 I <br />4" 4„ <br />31"4:31,2"1. <br />LLI <br />I 2 <br />*71/2 <br />1 <br />FM-12X18 <br />J <br />MC-12X18 <br />FM-12Xi8 <br />FMC-12 <br />— — — <br />— — — <br />M -12 X 12 <br />— <br />— — — <br />4 <br />4 <br />� <br />1. <br />8'-10, <br />4'-W <br />'-4' 4'-0" <br />2 <br />'-4" <br />18'-0" <br />8'-8" <br />19'4r <br />39'-8" <br />FOUNDATION PLAN <br />SCALE: 1/4" - V-0" <br />4" CONC. <br />SLAB <br />TOP OF <br />SLAB in <br />N <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 +-01-0". <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +-9-0", 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 IQ" FELT PAPER AT THE JOINT. <br />7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES NTH 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 />i 1.F]NDICATED #5 BAR, GNOICATES #6 BAR, EDICATES #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", #8 =36'), AND REINFORCING SHALL BE CONTINUOUS. <br />13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SRE AND STEEL <br />REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE <br />SOIL BEARING CAPACITY OF 2,OOOPSF. TRANSFER REINFORCING (TOP STEEL) HAS <br />BEEN DELETED UNLESS NOTED OTHERWISE. <br />14. VERTICAL REINFORCING IN CMU SHALL BE 05'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 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 GOOD 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, Bth EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />1118 WI.4XW1.4 OVER <br />GENERAL <br />31 <br />S MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 3X LEG EACH WAY, <br />MARK WIDTH <br />LENGTH <br />tHINESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />77M-12x18 12' <br />CONTINUOUS <br />18" <br />(2)#68 <br />- <br />(+)07 <br />FMC-IN18 12, <br />CONTINUOUS <br />18" <br />- <br />(2)#V. <br />#6 IN CURB <br />VARIES <br />7M-12,12 IT <br />CONTINUOUS <br />IT <br />- <br />(2)#5's <br />TE-1 8" <br />SEE PLAN <br />8" <br />- <br />s <br />#5 IN CURB <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesWwgroup.com <br />AA M: 0003325 , <br />BIIIIII <br />aum� <br />aumly as i 40 A <br />SILVERADO <br />LOT #10 <br />BLK #11 <br />04128.002-10111 <br />"IDDRL• <br />4ENB <br />"1751—NEUVILLE" <br />GARAGM BVIUM. <br />RIGHT <br />PAGIL <br />FOUNDATION <br />PLAN <br />150 MPH EXP. B <br />L AR NO 03723 <br />D TM 10/23/18 <br />8C,"X.1/4"=1'-0" <br />aria= S1 <br />1 <br />