HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0024.2019 (103).ACBKDetailed, RFIs Grouped by RFI Number
Request for Information 065
Aspen Ambulance District Facility FCI Constructors, Inc. - GJProject # 10-17-033
Aspen, CO 81611 Tel: 970-434-9093 Fax: 970-434-7583
RFI #: 065 Date Created: 11/28/2018
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
ConfirmationArchitectural/StructuralAsphaltic Paint Clarification
Company Name Contact Name Copies NotesCc:
FCI Constructors, Inc. - GJ Brian Young 1
FCI Constructors, Inc. - GJ Brady Blackmer 1
FCI Constructors, Inc. - GJ David Hale 1
FCI Constructors, Inc. - GJ Nick Stokes 1
Question Date Required: 12/5/2018
Please refer to attached.
Per detail 7 on structural drawing S300, the steel angle that is installed to support the 4" masonry CMU is to be coated in
an asphaltic paint. Per conversations between Frank Rinaldi with Lindauer Dunn and Brian Young with FCI on 11/28/2018
it was confirmed that if the steel angle is galvanized it will not be required to be coated in the asphaltic paint. It was also
confirmed that galvanized bolts will be required to secure the steel angle to the structure. FCI will proceed with installing
all galvanized steel angles and galvanized bolts.
Suggestion
Answer Date Answered:
This RFI is for confirmation only. No response is required.
Prolog Manager Printed on: 11/28/2018 FCI_Integration Page 1
SEE PLAN
T.O. FOOTING
EL. SEE PLAN CLR.1 1/2"CONCRETE SLAB
SEE PLAN
1/2" JOINT MATERIAL
4" GRAVEL
COMPACTED
STRUCTURAL FILL.
SEE SOILS REPORT
(3) #5 CONT.
TOP & BOTTOM
(SEE GEN. NOTE 2D
RE: SPLICES OF
REINFORCEMENT)FOUNDATION SHALL
BEAR ON UNDISTURBED
NATURAL GRAVEL SOILS
(TYP.)
A.1
#5x DOWELS @ 124'-0"6"CLR.3"10"(3) #4 CONT.
#5 @ 18 TRANSV.
SEE CIVIL DRAWINGS
FOR SITE PAVING
OR FLATWORK
PERIMETER
FOUNDATION DRAIN
RE: CIVIL T.O. SLAB
EL. 100'-0"
T.O. SLAB
EL. 116'-0"
3 1/2" CONCRETE
OVER 9/16" FORM DECK
3" 9"
3/16" 2 @ 12
CLR.
1 1/2"
CONT. EDGE
L3 1/2x3x1/4
CONT. EMBED L4x4x3/8 W/
1/2"Ø x0'-6" H.A.S.
@ 1'-0" O.C.
STEEL JOIST
SEE PLAN3 1/2"T.O. WALL
EL. 115'-8 1/2"
6" METAL STUDS
@ 1'-4" O.C.CONT. BOTTOM TRACK
ATTACH W/ 0.167"Ø P.A.F.
@ 8" O.C.CLR.2"#5 @ 12 VERT.
#4 @ 10 HORIZ.
1' - 0"
T.O. ANGLE
EL. 112'-0"
4" C.M.U. VENEER
RE: ARCH.
PROVIDE MASONRY
TIES AS REQUIRED
CONT. BENT PLATE 3/8"x W/
STIFFENER PLATE 3/8"
@ 2'-0" O.C. ATTACH W/
(2) 3/4"Ø EPOXY ANCHORS
@ 2'-0" O.C. W/
6 5/8" MIN. EMBEDMENT.
COAT ASSEMBLY W/
ASPHALTIC PAINT
A
1 1/2"5"8"10"
6" 3"
.M.U. VENEER
SECTION 1/2" = 1'-0"
S300
7