HomeMy WebLinkAboutPL3.1.pdf1'-0"
3"
(3) #4 BARS CONT.
AT TOP OF WALL
4'-912"
101
2"
95
8"
TYP
PROVIDE #4 NOSING BAR
AT STAIR, TYP
51
4" 51
4"#4 DOWELS @ 8" O.C.
PROVIDE 22" LAP AT SPLICE
(3) #4 BARS CONT.
AT TOP OF WALL
SPA STRUCTURAL NOTES:
1. SPA MUST STAY FULL OF WATER.
2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR
#4 BARS. SPLICES TO BE LAPPED 22" MINIMUM AND THE MINIMUM CLEARANCE BETWEEN
PARALLEL BARS IS 21
2".
3. GROUNDING PER N.E.C./C.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO
PLACEMENT OF CONCRETE.
4. SHOT CRETE (GUNITE) TO BE IN CONFORMANCE WITH I.B.C 2009 SECTION 1913 AND SHALL
HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND CONSIST OF 1 PART
PORTLAND CEMENT TO 41
2 PARTS SAND AND 3 GALLONS OF WATER PER SACK OF CEMENT.
5. CEMENT SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR PORTLAND CEMENT" ASTM C 150
6. USE TYPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2 % SULFATE CONTENT AND AS
DIRECTED BY LOCAL BUILDING CODES.
7. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS.
8. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF PLASTER
FINISH.
#4's @ 8" O.C. EA.
WAY
12'-0"
8'-0"
TYPICAL REBAR SECTION
1'-0"
3"
(3) #4 BARS CONT.
AT TOP OF WALL
101
2"
51
4" 51
4"#4 DOWELS @
8" O.C. PROVIDE
22" LAP AT
SPLICE
PL3.1
STRUCTURAL
SCALE: 1/2"=1'-0"
REBAR PLAN
1
PROJECT:
DRAWING:
COLDSTREAM CONDOS SPA REMODEL
VAIL, COLORADO
DATE ISSUE
8-8-14 PRELIM
10-1-14 REVISIONS
1-16-15 REVISIONS
3-11-15 DD
3-16-15 CD
SCAPES
SCALE: 1/2"=1'-0"
REBAR SECTION
2
09/09/15