HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0071.2018 (26).ACBK 802 ROOD AVENUE
GRAND JUNCTION, CO 81501
(970) 241-0900
FAX (970) 243-2430
Pitkin County Ambulance District Facility
Aspen, Colorado
OBSERVATION REPORT
DATE: July 20, 2018
FROM: Frank Rinaldi
SUBJECT: Pitkin County Ambulance District Facility
Aspen, Colorado
Lindauer Dunn, Inc. Job # 17.085
The following are responses to review comments, dated July 3, 2018, for the above-mentioned
project.
1. It is our understanding that the architect will be providing the soils report.
2. The entry canopy is supported by a braced cantilevered beam. The support columns are
shown on Sheet S102.
3. An additional beam was added to further drag the load into Frame #.
4. The base plates and anchor bolts were mislabeled. See the attached revised details.
If you have any questions, please do not hesitate to call.
Sincerely,
Lindauer Dunn, Inc.
Frank N. Rinaldi, P.E.
08/13/2018
Report has been provided. Comment Satisfied.
2. It appears that there are individual column supports along canopy framing per
Detail 8/S302 and the canopy framing plan on S100. The detail refers to plan for HSS
sizes, but column sizes were not found on plan.Please clarify.
Additional drawings provided indicating additional support. Comment Satisfied.
Revise base plates provided. Comment Satisfied.
See comment below.
2. The canopy plan had some missing information. Please see the attached
clarification. (Frank) 8/16/18
1
I.9
I.9
G.9
G.9
2.12.1
W10X30 CONT.( 112'-10 1/2" )W10X30( 112'-10 1/2" )W10X26
( 112'-10 1/2" )W10X12( 112'-10 1/2" )W10X12( 112'-10 1/2" )W10X12( 112'-10 1/2" )W10X26
( 112'-10 1/2" )W10X30( 112'-10 1/2" )W10X26
( 112'-10 1/2" )
W10X26
( 112'-10 1/2" )W10X12 CONT.( 112'-10 1/2" )W10X26
( 112'-10 1/2" )
W10X26
( 112'-10 1/2" )
W10X26
( 112'-10 1/2" )
W10X26( 112'-10 1/2" )
W10X26( 112'-10 1/2" )8' - 8 7/8" 8' - 9 1/8"4' - 6"11 1/8"3' - 4"16' - 3 1/4" 2' - 7"
4' - 1 7/8" 4' - 0" 4' - 0" 4' - 1 3/8"HSS6X6X1/2TO ROOF1' - 2 3/4"9"FOR CLARITY)
0" (OFFSET
BEAM BRACEHSS5x5x3/8RD1
8
S302
H
H
J
J
0
22
4
S303
HSS5x5x3/8 CONT.(119'-2 1/2")FOR CLARITY)0" (OFFSETHSS5x5x3/8
BETWEEN BEAMS
(4-THUS:)
5
S303
DESCRIPTION:
SCALE:DATE: PREPARED BY:PROJECT NO:PROJECT:ISSUED WITH:LOCATION:
A.A.D.F.AS NOTED
GRAND JUNCTION, COLORADO
970.242.6804
RAPID CITY, SOUTH DAKOTA
605.355.6804
Aspen Review17.085 08/16/18 JDG
Entry Canopy Framing Revision
S100
SSK-10
1/4" = 1'-0"ENTRY CANOPY FRAMING PLAN
12.1
T.O. STEEL
EL. 112'-10 1/2"
T.O. HSS
EL. 119'-2 1/2"
4" C.M.U. VENEER
RE: ARCH.
PROVIDE MASONRY
TIES AS REQUIRED
9"1' - 0 5/8"
3' - 9"5' - 0 1/8"
1' - 8 1/8"
H
S
S
5
X
5
X
3
/
8
T.O. VENEER
EL. 119'-4"
HSS5x5x3/8 BRACE
SEE PLAN
HSS5x5x3/8
COLUMN
HSS BRACE
SEE PLAN
HSS COLUMN
SEE PLAN
(TYP.)53°W.F. BEAM
SEE PLAN
(TYP.)
CONT. EDGE
L3x3x1/4
1 1/2" STEEL
ROOF DECK
S203
F
02
1/4"
3"
1/4"
DESCRIPTION:
SCALE:DATE:PREPARED BY:PROJECT NO:PROJECT:ISSUED WITH:LOCATION:
A.A.D.F.AS NOTED
GRAND JUNCTION, COLORADO
970.242.6804
RAPID CITY, SOUTH DAKOTA
605.355.6804
Aspen Review17.085 08/16/18 JDG
Section Revision
S302
SSK-11
3/4"=1'-0"8
S302
SECTION
1 0
T.O. STEEL
EL. 112'-10 1/2"
4" C.M.U. VENEER
RE: ARCH.
PROVIDE MASONRY
TIES AS REQUIRED
W10x26
SEE PLAN
1 1/2" STEEL
ROOF DECK
1' - 0" 9 5/8"
6" METAL STUDS
@ 1'-4" O.C.
CONT. L4x4x3/8
CONT. EDGE
L3x3x1/4
T.O. HSS
EL. 119'-2 1/2"
T.O. VENEER
EL. 119'-4"
W.F. BEAM
BEYOND
3/16" 3"
CONT. 18 GA.
TRACK (TYP.)
ATTACH W/
0.145"Ø P.A.F.
@ 8" O.C.
CONT. HSS5x5x3/8
GLASS
STOREFRONT
RE: ARCH.
9" 3"
DESCRIPTION:
SCALE: DATE: PREPARED BY:PROJECT NO:PROJECT:ISSUED WITH:LOCATION:
A.A.D.F.AS NOTED
GRAND JUNCTION, COLORADO
970.242.6804
RAPID CITY, SOUTH DAKOTA
605.355.6804
Aspen Review17.085 08/16/18 JDG
Section Addition
S303
SSK-12
3/4"=1'-0"4
S303
SECTION
5
10
T.O. STEEL
EL. 119'-2 1/2"
3" 9"
1/4"
TYP.
1/4" 5"
(3) SIDES
1/4" 5"
(3) SIDES
L8x4x1/2x0'-5"
(S.L.V.)
TOP & BOTTOM
CONT. HSS5x5x3/8
HSS5x5 COLUMN
SEE PLAN
DESCRIPTION:
SCALE: DATE: PREPARED BY:PROJECT NO:PROJECT:ISSUED WITH:LOCATION:
A.A.D.F.AS NOTED
GRAND JUNCTION, COLORADO
970.242.6804
RAPID CITY, SOUTH DAKOTA
605.355.6804
Aspen Review17.085 08/16/18 JDG
Section Addition
S303
SSK-13
3/4"=1'-0"5
S303
SECTION
5