Laserfiche WebLink
73,_8„ <br />53'4" 20'-4" <br />10'-10" 20--1" 7'4" 6'-11" <br />281-6" <br />25'1" 5'-0" <br />23'-0" <br />TOP OF <br />141 <br />SLAB <br />Y <br />— — — — — — — — — — — — — — — — — — — <br />— —M — <br />4" CONC. FM-i6X18 I FM-i6X18 FMC-16X18 <br />4 <br />4 -3 112" 1 I 2 <br />SLAB 12 w w <br />II-- <br />.1 1.1 O 1.1 <br />,AA L----I I �I <br />-�` °D X <br />°' <br />LL <br />LL I <br />I <br />4 c <br />19'•8" 2'-0 <br />N <br />4' PVC <br />I FM-16X18 CHASE <br />` -5112") <br />` I <br />SLOPE 2" X <br />rn <br />I-31/2"+ <br />U <br />10'-o" I °° <br />xI <br />1.1 <br />` <br />3 1!2" SLOPE 1/8� <br />I 28'-7" 8'-7" — — <br />SL ON1/8", I PER FT. I X <br />PER FT. <br />I I I EXTEND 14"GONG. I � I <br />q <br />X <br />I I 0 0 SLAB 1 1/2' II SLAB B_31/2'11 M. 4 <br />I `-----J LL <br />4 <br />`?' <br />N <br />TT; OF <br />SLAB 9-0 13A L1 <br />" 4CONC. I - 2 <br />w LL eo I 7 3 <br />`` <br />SLAB I iv FMC-16X18 <br />— — 4 <br />N <br />I i <br />CCVC-12X12 <br />EXTEND I I <br />SLAB 1 1/2" <br />EXTEND <br />1".. 7'1' SLAB 1 1/2"I <br />I~ <br />6'-8"6'-4" <br />r FM16X18 <br />X N FM16X18 1 <br />� <br />3'•8" <br />4t�p <br />II <br />iPVC ASE I M <br />Y FOR E EHC. @ <br />. o I� ISLAND <br />I 16'.2" <br />13 1 1 1 <br />w <br />1.1 1.1 <br />II v <br />FM•16X18 — —„ <br />--- FM_18X18 ---- —-------------- <br />6-0" O/C MAX., <br />TYP., UNO <br />3'1" <br />30'_9" <br />32'-9" <br />8'-2" <br />66'-10" <br />75'-0" <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />REINF. <br />REMARKS <br />6x6 W1AXW1.4 OVER <br />GENERAL <br />3 12" <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 />I LENGTH <br />THICKNESS <br />BOTTOM REINF. <br />TOP REINF. <br />T.O.F. <br />SHORT <br />LONG <br />F7m-16x18 <br />16" <br />CONTINUOUS <br />18" <br />FMC-16x18 <br />16" <br />CONTINUOUS <br />18" <br />- <br />'s <br />#5 IN CURB <br />VARIES <br />C7wC-12X12 <br />17' <br />CONTINUOUS <br />12, <br />O s <br />O 's <br />(+)0"-0" <br />TE-1 <br />8" <br />SEE PLAN <br />S" <br />- <br />'s <br />#5 IN CURB <br />F-2424 <br />24" <br />1.. <br />12" <br />(2) 's <br />FOUNDATION PLAN <br />SCALE: 1/4" = 14" <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'-011. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION w0'-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 />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 />B. 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 />11.0INDICATES #5 BAR, [,INDICATES 06 BAR,8NDICATES #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 />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 />15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE <br />REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION <br />SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" <br />MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED <br />V-0" O/C MAX. SEE PLAN FOR W WM SIZE. <br />INSPECTOR NOTE: <br />1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING <br />CODE, RESIDENTIAL, 71A EDITION <br />A III C N I T I C T I <br />6 <br />Grou i 1n <br />41 N. RONALD REAGAN BL% <br />LONGWOOD, FL32750 <br />PH: 407.774-6078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA #: 0003326 <br />i� <br />O <br />I.4 <br />2 <br />SU13DIV. & LOT <br />SILVERADO <br />LOT# 3 <br />BLK 16 <br />PROJMCT# <br />03719.001-03161 <br />MODEL: <br />"2558-HAWTHORNE" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />FOUNDATION <br />PLAN <br />150 MPH E B <br />DATE-- 06/10/]1� <br />sCALE: 1/4"=1' <br />SHEET <br />si <br />