HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0024.2019 (74).ACBKDetailed, RFIs Grouped by RFI Number
Request for Information 038
Aspen Ambulance District Facility FCI Constructors, Inc. - GJProject # 10-17-033
Aspen, CO 81611 Tel: 970-434-9093 Fax: 970-434-7583
RFI #: 038 Date Created: 9/26/2018
Author Company Authored ByAnswer Company Answered By
Chamberlin Architects, Inc. Jonathan West FCI Constructors, Inc. - GJ Sam Meeks
437 Main Street
Grand Junction, CO 81501
P. O. Box 1767
Grand Junction, CO 81502
Co-Respondent Author RFI Number
DisciplineSubject Category
ClarificationArchitectural/StructuralStructural Steel Clarifications #2
Company Name Contact Name Copies NotesCc:
FCI Constructors, Inc. - GJ Brady Blackmer 1
FCI Constructors, Inc. - GJ Brian Young 1
FCI Constructors, Inc. - GJ David Hale 1
Chamberlin Architects, Inc. Daniel Gartner 1
Question Date Required: 9/28/2018
Please refer to attached.
1. Are we supposed to use ASD or LRFD to design connections?
2. MSW usually orders a "Dual-Certified" HSS material that will certify for both A500B and A500C. Is this acceptable to
use material with a greater yield strength than the stand alone A500B? (I have attached a sample mill cert of an
HSS6x6x1/4 for reference.)
3. On sheet S100, which shows the Entry Canopy, there are (3) W10x12s between Grids G.9-I.9. Per SSK-10, SSK-11,
and SSK-12, there are HSS5x5x3/8 posts bearing on these W10x12s. I believe the HSS5x5 posts are to weld directly
down to the W10x12, however the W10x12 only has a 4" wide flange. Please advise if a base plate connection is to be
used, if the HSS5x5 are to weld to the W10x12s and overhang the top flange, or if an alternate beam size (with a wider top
flange) is to be used?
4. On A101, near Grids A and 0, there is a 9 ¼ dimension off Grid 0 to what I believe is the face of brick. This is different
that the dimension that is given on SSK-12 from Grid 0 to face of brick. Please advise.
a. Note on sheet A101, there are dimensions along Grid J coming from Grid 5 up to the northern face of the
building along Grid 0, that matches the 9 ¼"
b. Along Grid 0, wall type 11 is to be used. The total width of this wall type is 1-4 ½, per A001. Assuming the
"exterior side" of the CMU wall is to be placed on Grid (as depicted in 5/A702), then the exterior face of the brick is 8 7/8"
off Grid 0.
5. On sheet S100, Please supply the dimension from Grid 2.1 to the southern face of the perimeter edge angle for the
entry canopy.
6. On S104, At Grids 1&I.9, the sloping W18x35 is picking up the end of the W14x22. MSW would like to use a double
clip angle connection here, however the W14 would have to pass-by Grid I.9 by 4". Is this acceptable, or would a different
connection be suggested?
Prolog Manager Printed on: 9/28/2018 FCI_Integration Page 1
Request for Information 038
Detailed, RFIs Grouped by RFI Number
Suggestion
Answer Date Answered: 9/28/2018
1. ASD
2. Yes, that is acceptable.
3. An overhanging 3/8" base plate is acceptable.
4. Dimension should be 8 3/8" from face of CMU to the face of concrete stem wall.
5. Set edge angle at outside face of beam.
6. It is acceptable for the W14x22 to extend 4" past Grid I.9.
Prolog Manager Printed on: 9/28/2018 FCI_Integration Page 2
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4,0 EXLTUBE
1000 BURLINGTON STREET, NORTH KANSAS CITY, MO 64116 i-816-474-5210 TOLL FREE 1 -800 -892 -TUBE
STEEL VENTURES, LLC dba EXLTUBE
Certified Test Report
Customer.
S¢a:
Customer order Nm
Dale:
SPS - Longview
06.00X06.00
4500305732
04/11/2018
4750 West Marshall Avenue
LONGVIEW TX 75604-4817
Gauge:
oeW., No:83142075
1/4
Laad No:4008561
SWUleallon:
ASTM A500-13 Gr.B/C
Heat No Yield Tensile Elongation
KSI KSI %2 Inch
A802583 59.9 67.3 32.00
Heat No C MN P S SI
A802583 0.0700 0.8200 0.0170 0.0020 0.0200
CU NI CR MO V
0.1100 0.0900 0.1200 0.0300 0.0020
This material was melted 8 manufactured in the U.S.A.
Coil Producing Mill: STEEL DYNAMICS COLUMBUS, COLUMBUS, MS
We hereby certify that all test results shown in this report are correct as contained in the records of our company. All testing and manufacturing is in
accordance to A.S.T.M. parameters encompassed within the scope of the specifications denoted in the specification and grade tiles above. This product was
manufactured in accordance with your purchase order requirements.
This material has not come into direct contact with mercury, any of its compounds, or any mercury bearing devices during our manufacturing process, testing,
or inspections.
This material is in compliance with EN 10204 Section 4.1 Inspection Certificate Type 3.1
Tensile test completed using test specimen with 3/4" reduced area.
STEEL VENTURES, LLC dba EXLTUBE
Jonathan Wohe
Quality Assurance Manager