HomeMy WebLinkAbout038 IMPA Bid Set 3 - L504.pdfS H E E T N U M B E R
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No. 0900153
STATE OF
L504
10"7'-5"
Limestone Block Unit A Section02Scale: 1" = 1'-0"d-sect-conc rain wall
8"
Cast-in-place concrete core
Compacted aggregate base
#4 Horiz. rebar @ 12"o.c.
#4 Vert. rebar @ 12"o.c.
Compacted subgrade
Limestone veneer
Limestone cap, pin with stainless steel threaded
dowel, core drill and epoxy set in place
Dovetail anchors to be set at base
of each veneer panel in 3/8" max
mortar joint, color to match
1/2" Mortar setting bed
Cast-in-place concrete spread footing
Dovetail anchor channel, 24" o.c
Concrete flatwork with thickened edge
(Refer to Civil Engineering plans)
Canopy post attachment and footing
(Refer to Architectural and Structural plans)
Caulk joint with backer rod
3"1"
TW
Section - Limestone Coping03Scale: 3" = 1'-0"d-file name
3" OR 5"
REFER TO SECTION 7"
3"
Stainless steel threaded rod connector,
2 per coping segment, core drill and
epoxy set in place
3/8" Mortar setting bed
Cast-in-place concrete foundation
Limestone veneer, mortared in place,
random ashlar pattern
NOTE:
1. Coping to be fabricated from Buff
Limestone, with smooth finish
2. Mortar setting bed color to match
3. Limestone Coping segments to be
36" Length, typical
3"1"
Limestone Wall Veneer Pattern04Scale: 1" = 1'-0"d-sect-conc rain wall
4'-0"
1'-0"
1'-0"1'-0"
1'-0"
NOTE: Applies to all limestone veneer walls with the exception of:
Limestone Unit Block A (See Elevations)
Limestone Unit Block B (See Elevations)
Limestone Unit Block C (See Elevations)