HomeMy WebLinkAboutFile Documents.401 Castle Creek Rd.0024.2019 (107).ACBKDetailed, RFIs Grouped by RFI Number
Request for Information 069
Aspen Ambulance District Facility FCI Constructors, Inc. - GJProject # 10-17-033
Aspen, CO 81611 Tel: 970-434-9093 Fax: 970-434-7583
RFI #: 069 Date Created: 12/17/2018
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/StructuralSouth Balcony Railing Clarifications
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
FCI Constructors, Inc. - GJ Nick Stokes 1
Question Date Required: 12/24/2018
1. For the balcony railing (submittal 055213.02 -- 0 Pipe & Tube Railings - South Balcony Railing), Midwest Steel will not
sign off on using the 3/8x4x1-0 knife plate to attach the railing to the embed. The structural and architectural drawings call
out this plate size (to fit within the CMU joints and also to not interfere with the metal parapet coping). Since, this plate size
was already called out on the drawings and thus calc'd by the design team, the welding of the knife plate to the embed is
also needed from the design team. MSW will not design this weld as this plate was already designed by the
engineer/architect.
a. If by chance the knife plate was not calc'd by the design team, then an alternate material type to support the
railing would be needed. (most likely something that will not fit within the grout joint.)
Please provide the required information for the weld to the knife plate for the railing. If the welding information is not
available, please provide an alternate material to support the railing.
2. Please refer to 3/A644, Midwest Steel is concerned that this rail is not code compliant. Midwest Steel is concerned that
the parapet could be considered a "stepping/walking surface and the rail should be increased in height to cover 3-6 above
the parapet. Please confirm if the rail will need to be taller or if the rail is compliant as is.
Suggestion
Answer Date Answered: 12/20/2018
1. PROVIDE 6" LONG WT12x31 W/ 1/4" WELD AS ILLUSTRATED IN THE ATTACHED SKETCH SSK-28.
2. GUARDRAIL OVERALL HEIGHT TO BE 42-INCHES ABOVE THE PARAPET CAP NOT PATIO PAVER AS
ILLUSTRATED ON THE ATTACHED REVISED SHEET A644, DETAIL 3.
2018.12.18 - JONATHAN WEST
Prolog Manager Printed on: 1/15/2019 FCI_Integration Page 1
7
JOIST BEARING
EL. 114'-3 1/2"
CONCRETE PAVERS
RE: ARCH.
1/8" 2"
EACH
JOIST
CONT. BENT PLATE
1/4"x
3 1/2"8"
CONT. L4x4x3/8 W/
3/8" STIFFENER PLATE
EACH JOIST
4" C.M.U. VENEER
RE: ARCH.
O.W. JOIST
SEE PLAN
T.O. WALL
EL. 116'-8"
1 1/2" ROOF DECK
SEE SCHEDULE
INSULATION & RIGID
BY OTHERSCLR.2"EMBED PLATE EP-1
@ 2'-8" O.C.
(ALIGN W/ O.W. JOISTS)
1/4" 9"
1/4" 9"EACH
JOIST4"8"
CLR.
1 1/2"
EMBED PLATE EP-1
@ 4'-0" O.C.
WT12x31 x0'-6" LONG
@ 4'-0" O.C.
HSS2x2 RAIL POST
(SEE ARCH.)
#4 @ 12 HORIZ.
#5 @ 16 VERT.
1/4"
TYP.
12
12
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
RFI #6917.085 01/15/19 JDG
Section Revision
S300
SSK-28
3/4"=1'-0"6
S300
SECTION
C6MTL 'C' GIRT W/ WEEP HOLES @ 8" O.C.PRE FINISHED MTL PANE EDGE TRIM W/ WEEPS BY MTL PANEL INSTALLERPRE FINISHED MTL THRU WALL FLASHING W/ CONT GALV CLEAT & WEEPSCONC PAVER ON ADJUSTABLE PEDESTAL SYSTEMROOF MEMBRANE ON 1/2" COVER BOARD ON HIGH DENSITY RIGID INSULATIONSTL BEAM & MTL DECK, RE: STRPT WD 2x4 FRM'G @ 16" O.C., FILL CAVITIES W/ RIGID INSULATION3"3"FLASHING RETURN UP WALL1' - 0" PRE FINISHED MTL THRU WALL6E1456 1/4"3"PRE FINISHD MTL THRU WALL FLASHINGW/ CONT GALV CLEAT & WEEPSROOF MEMBRANE ON 1/2" COVER BOARDON HIGH DENSITY RIGID INSULATIONCONC PAVER ON ADJUSTABLE PEDESTALSYSTEMGROUT CAVITY SOLID BELOW WEEPS & FLASHINGSTL SHIMS @ CMU BLOCK, RE: STRCONT PT WD 2x4 BLK'G @ 16" O.C., FILL CAVITIESW/ RIGID INSULATION3"675"5"2"1' - 0"3' - 6"CONT STL 2"x2" TUBE TOP RAIL& VERTICALS @ 48" O.C.STL 2"x1/2" HORIZONTAL BARS SPACED @ 4" O.C. & WELDED TO 2"x2" VERTICALS4"ROOF MEMBRANE ON 1/2" COVER BOARD ON HIGH DENSITY RIGID INSULATIONCONC PAVER ON ADJUSTABLE PEDESTAL SYSTEMSINGLE PLY ROOF MEMBRANE FULLY ADHERED TO 1/2" EXT SHEATHING SUBSTRATELAP ROOF MEMBRANE OVER PARAPET & DOWN FASCIAWEATHER BARRIER FLASHING, LAP OVER PARAPET & 6" DOWN WALL BEHIND RIGID INSULATIONPRE FINISHED MTL PARAPET COPING W/ CONT CLEATCONT BACKER ROD & SEALANT (TYP)(2) LAYERS 3/4" PWD ATTACHED TO CONCSTL WELD PLATE, RE: STR6" TALL WT12x31 @ 48" O.C.ALIGN WITH MASONRY JOINTS (TYP)96121243"ALUM STOREFRONT W/ CONT SUBSILL IN CONT SEALANT BEDPRE FINISHED MTL FLASHING W/CONT GALV CLEATTYP1"CONC PAVER ON ADJUSTABLE PEDESTAL SYSTEMROOF MEMBRANE ON 1/2" COVER BOARD ON HIGH DENSITY RIGID INSULATIONSTL BEAM & MTL DECK, RE: STRPT WD 2x4 FRM'G @ 16" O.C., FILL CAVITIES W/ RIGID INSULATIONVAPOR BARRIER, LAP UP WALL4 1/2"1"5"1/2" EXT SHEATHING ON 1-5/8" MTL STUD FRM'G @ 16" O.C.CONT CANTDRAWN BY:CHECKED BY:SHEET NO:PROJECT NO:DATE:CHAMBERLIN ARCHITECTS437 Main St.Grand Junction, Colorado 81501T 970.242.6804725 Saint Joseph St., Suite B1Rapid City, South Dakota 57701T 605.355.6804www.chamberlinarchitects.comE N H A N C I N G E V E R Y D A Y L I V I N G T H R O U G H D E S I G NC 2016 CHAMBERLIN ARCHITECTSA360://1740 - Pitkin County Ambulance Facility/1740-PCAF_CA.rvt1/11/2019 11:27:52 AMA644OCTOBER 16,20181740CASTLE CREEK ROADASPEN, COLORADODECK DETAILSPROJECT STATUS: 100% CDPHDGASPENAMBULANCEDISTRICT FACILITY0'3"6"0'3"6"A644DECK DETAIL - WEST10'3"6"0'3"6"A644DECK DETAIL - EAST20'3"6"0'3"6"A644DECK - RAIL DETAIL30'3"6"0'3"6"A644DECK DETAIL - NORTH4NO: ISSUED FOR: DATE:6 PR#010 9/25/1812 RFI#069 1/11/19