HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0071.2018 (20).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.
I.9
I.9
I
I
G.9
G.9
3
1' - 3 1/4"
1' - 2 1/4"(5) SPC. @ 2'-8" O.C.
= 13' - 4"
1' - 9"10K110K110K1OPEN
W14X22 13' - 5"W14X22( 115'-8 1/2" )W12X26
( 115'-6" )
5 1/2"
W12X26
( 115'-6" )9' - 3 1/4"10 1/4"3' - 3 1/2"HSS5X3X3/8( 119'-2 1/2" )FOR CLARITY)
0" (OFFSET
HSS6X6X3/8
TO ROOF
5
S302
20LH04H
H
J
J
13
S302W12X19( 115'-8 1/2" )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
Revision17.085 07/19/18 JDG
Upper Floor Framing Plan Revision
S103
SSK-6
3/16" = 1'-0"UPPER FLOOR FRAMING PLAN
2" 4" 4 1/2" 4" 2"
1' - 4 1/2"2" 4" 4" 2"1' - 0"5/16"
PLATE 1 1/2"
HSS5x5 OR
HSS6x6
RE: PLAN
TYPE D
5/8" GUSSET PLATE
SEE BRACED FRAME
DETAILS
2" 4" 4" 2"2" 4" 4 1/2" 4" 2"
5/16"
PLATE 1 1/2"
HSS5x5 OR
HSS6x6
RE: PLAN
TYPE E
5/8" GUSSET PLATE
SEE BRACED FRAME
DETAILS
(TYP.)1' - 4 1/2"1' - 4 1/2"1' - 0" 4 1/2"
1' - 0" 4 1/2"
2 1/2"
2"
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
Revision17.085 07/19/18 JDG
Base Plate Details Revision
S204
SSK-7
1 1/2" = 1'-0"TYPICAL BASE PLATE DETAILS
GROUT1" MIN. NON-SHRINKPLATE THICKNESSRE: DETAILS FORHSS COLUMN
RE: SCHEDULE
BRACED FRAME COLUMN ANCHOR BOLTS
1 1/4"Ø ASTM F1554
GR. 55 (TYP.)2' - 0"4" MIN.GRID
DOUBLE HEAVY
HEX NUTS
2
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
Revision17.085 07/19/18 JDG
Anchor Bolt Details Revision
S204
SSK-8
1/2" = 1'-0"TYPICAL ANCHOR BOLT DETAILS
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"
HSS BRACE
SEE PLAN
HSS COLUMN
SEE PLAN
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"
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
Revision17.085 07/19/18 JDG
Section Revision
S302
SSK-9
3/4"=1'-0"8
S302
SECTION