Laserfiche WebLink
�4'130NC.�QF <br />50'-0" <br />W <br />30' 8' <br />19'-4• <br />M <br />TO <br />3'-8' <br />27'-2' <br />18'-0' <br />1D <br />SLAB <br />3 <br />— — <br />— — <br />TE_t <br />— — <br />— — — <br />I <br />— <br />r-, <br />I <br />FM•16X18 — <br />— <br />— — <br />1.1 <br />4'-5""0 <br />3'-2' <br />3'-2' <br />10'-0" <br />8'd' <br />F2-3oX301 <br />1` <br />4"CONC. <br />m <br />SLAB <br />O w <br />IW- <br />PVC <br />F1-30X30 <br />y <br />�a <br />f <br />n <br />/ CHASE <br />_ <br />1 <br />z `� <br />1 <br />-0 i/2d <br />j <br />1 <br />Tr <br />1" PVC CHASE <br />_ <br />w ti ,` <br />FOR ELEC. 0 <br />EXTEND <br />FM-16X78 <br />Y <br />SLAB 1 1/2' <br />1 <br />ILLn `, <br />010. <br />' 0 <br />f <br />TOP OF 17 <br />I <br />SLAB <br />3'-2• \, <br />LTE_1 <br />l <br />-31/2 IH <br />zl <br />`, <br />``,` <br />21 <br />t T T <br />12 <br />4 <br />ILL <br />, <br />O <br />i� <br />N <br />FM-16X18 <br />EXTEND <br />�O. SLAB 1 1/2" <br />q SLAB <br />m -31/2 --TE-2 ---- <br />SLOPE 1/8' / w -6112 A, <br />DCD CT Y <br />2'-8" <br />N <br />f w <br />O <br />h <br />IC-) <br />LL <br />I, 2 0- 16-0" <br />f <br />-71/2� 4 <br />_ FM-18X18 1.1 <br />20'-0" <br />TE-2 <br />N e <br />10'-10` <br />f <br />EXTEND <br />SLAB 1 1/2" <br />`a 11 <br />N 1,1 <br />I_ <br />FM-16X78 <br />Ft-24X24 <br />.� <br />4 <br />tl.12. <br />1f-2 <br />FMC-16X18 <br />4' CONC. <br />SLAB <br />S. <br />4 K18 <br />0w1.1 <br />FM7 <br />U) I� <br />q%—d <br />Ft-24X24 <br />N CT <br />LE- <br />FM-16X78 <br />'v <br />F <br />0 <br />N <br />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 +4-0'. <br />3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED <br />OTHERWISE. <br />4. REFERENCE ELEVATION +4-0% 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 />8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. <br />9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE <br />WINDOWIDOOR 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.GINDICATED #5 BAR, GINDICATES #6 BAR,MNDICATES #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 900 <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 />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 (3000 PSI), UNITS LAID IN <br />RUNNING BOND. <br />16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED <br />3'-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, Sth EDITION <br />SLAB SCHEDULE <br />SLAB <br />I THICKNESS <br />I REINF. <br />REMARKS <br />8x6 W1.4xW1,40VER <br />GENERAL <br />3 1/2' <br />6 MIL VAPOR <br />COMPACTED FILL <br />BARRIER <br />FOOTING SCHEDULE <br />PROVIDE CORNER BARB 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 />FM-16x18 <br />16, <br />CONTINUOUS <br />18' <br />- <br />(2) #5's <br />(+)0'-0' <br />FMC-16x18 <br />16' <br />CONTINUOUS <br />Is, <br />- <br />(2 #5s <br />#51N CURB <br />VARIES <br />FI-24X24 <br />24" <br />24' <br />12" <br />(2 # <br />75s <br />(-)8' BELOW GRD <br />TE-1 <br />8' <br />SEE PLAN <br />8' <br />- <br />1 # s <br />. 0'-4' <br />TE-2 <br />8' <br />SEEPLAN <br />8' <br />- <br />1 5s <br />(-)p�0- <br />CWC-12X12 <br />12, <br />CONTINUOUS <br />12 <br />- <br />2) #5's <br />#51N CURB <br />VARIES <br />F7-30X30 <br />30' <br />30' <br />12' <br />(3) #5's <br />(3) #5s <br />(-)8' BELOW GRD <br />F2-30X30 <br />30' <br />30' <br />12' <br />(3) #5's <br />1$) #68 <br />- 12- BELOW GRD <br />FOUNDATION PLAN <br />SCALE: 1/4" = V-0" <br />1441 N. RONALD REAGAN 13LVD. <br />ORLANDO,FL32760 <br />PH: 407-774.6078 <br />FAX: 407-1744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH:8138864628 <br />FAX: 813.886.2802 <br />9UBDIV. & L40 <br />SILVERADO <br />LOT #12 <br />BILK #10 <br />PROJECT# <br />03719,000-12101 <br />' ' CAMDEN <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />FOUNDATION <br />PLAN <br />15 PH EXP. B <br />