HomeMy WebLinkAboutInspection.675 E Durant Ave.0038-2024-BCOM CTL I THOMPSON
11111
Spray-Applied Fire-Resistive Material Information
Project No.: GS06891.000E-395 Date of Measurements: 11/19/2024
Project: Little Nell Hotel - Parking Garage Report No.: 2
Client: AHG Parent Co LLC Technician: TDD
Contractor: Alpha Insulation and Waterproofing, Inc
Location of Measurements: Level P1
Substrate Information
Required UL Required UL
Thickness Design Thickness Design
(Inches.) (Inches.)
1. Primary Beam Varies 263 Column 263
El Secondary Beam Varies 263 ❑ Fluted Floors
❑ Bar Joists ❑ Other
Restrained:
Submittal given by: Alpha Insulation and Waterproofing, Inc
Substrate Condition
Painted: 1. Oiled: ❑ Scale: ❑
Type of Fire-Resistive Material: Cafco Blaze-Shield II HS
Measurements Performed
Thickness Measurement: 1.1 Density Taken: • Bond Taken: ❑
Required Average Density: 15 pcf Required Strength: psf
Remarks: As requested,a site visit was made to inspect spray applied fireproofing that was installed on repair areas at the
Little Nell Hotel Parking Garage.Thickness measurements and density determination samples were taken today.
Thickness measurements and density of spray-applied fireproofing met or exceeded the submitted project
specifications. Lids were set to spray-applied fireproofing for bond testing,we will return to the site in 28-days to
perform bond pull test. RECEIVED
11/20/2024
234 Center Drive 1 Glenwood Springs,Colorado 816011 Phone: 979-945-2809 Fax:970-945-7411 ASPEN
BUILDING DEPARTMENT
IIIII
Thickness and Density of Sprayed Fire-Resistive Material Applied to Structural Members(ASTM E605)
Project No.G506891.000E-395 Date of Measurements: 11/19/24
Project: Little Nell Hotel-Parking Garage Technician: TDD
Thickness of Material on Beam or Column
r 1
I \--1.1)
V V • IF lir Ilr V V v V V V
Req.
Avg. Avg.
Member Type 1 2 3 4 5 6 7 8 9 10 11 12 (In.) (In.)
Column at D.1/8 line 28/16 25/16 24/16 21/16 22/16 25/16 19/16 21/16 22/16 17/16 19/16 23/16 22/16 N/A
26/16 22/16 23/16 18/16 20/16 19/16 25/16 23/16 22/16 16/16 24/16 17/16
Primary Beam,along 8 19/16 19/16 17/16 18/16 20/16 18/16 18/16 18/16 20/16 X X X 19/16 18/16
line,from D.1 to E.5 18/16 20/16 20/16 18/16 19/16 19/16 20/16 17/16 20/16 X X X
Secondary beam,along 20/16 20/16 18/16 17/16 20/16 17/16 19/16 19/16 20/16 X X X 19/16 18/16
8.5 line,from F.5 to H.1 20/16 20/16 17/16 19/16 20/16 18/16 19/16 20/16 20/16 X X X
Primary beam,along 8 21/16 19/16 21/16 17/16 20/16 18/16 19/16 20/16 19/16 X X X 19/16 19/16
line,from Ito 1 20/16 18/16 19/16 19/16 19/16 20/16 19/16 21/16 19/16 X X X
Secondary beam, 20/16 19/16 19/16 19/16 21/16 21/16 18/16 21/16 21/16 X X X 20/16 19/16
along 8.5 line,from I 21/16 20/16 18/16 17/16 21/16 21/16 18/16 20/16 18/16 X X X
Remarks: Thickness measurements performed today meet or exceed submitted project specifications.
RECEIVED
11/20/2024
ASPEN
BUILDING DEPARTMENT
234 Center Drive)Glenwood Springs,Colorado 81601)Phone:979-945-2809 Fax:970-945-7411
Density Determination For Sprayed Fire-Resistive Material
ASTM E 605
Project No.: GS06891.000E-395 Date of Measurements: 11/19/2024
Project: Little Nell Hotel-Parking Garage Technician: TDD
Required Dens Average: 15 pcf
Individual: 15 pcf
Location Weight(g) Volume(cm3) Density(pcf)
Secondary beam,along 8
line,between I and J lines 48.69 190 16
RECEIVE(
Average(pcf) 16 11/20/2024
ASPEN
Remarks: Density of spray-applied fireproofing meets or exceeds project specifications. BUILDING DEPARTMENT
234 Center Drive l Glenwood Springs,Colorado 81601 I Phone: 979-945-2809 Fax: 970-945-7411