HomeMy WebLinkAboutB13-0358 Special Inspections: Structural Steel, Welding, Insullation Department of Community Development
75 South Frontage Road
TOWN OF VAIL � va�i, co s�ss7
Tel: 970.479.2128
www.vailgov.com
Development Review Coordinator
TRANSMITTAL FORM
Use this form when submitting additional information for planning applications or building permits.
This form is also used for requesting a revision to building permits. A two hour minimum building review
fee of$110 will be charged upon reissuance of the permit.
Application/Permit#(s)information applies
tO� Attention: ( ) Revisions
±'1 � � f�� O �� � ( ) Response to Correction Letter
-�---�� attached copy of correction letter
�� �C � ( ) Deferred Submittal
�--T ( )Other
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Project Street Addr ss:
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(Number) (Street) (Suite#)
Building/Complex Name: Description of TransmittaU List of Changes, Items A ched:
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Applicant.lnformation � � "Q G ��y,�` G r��✓
(architect, contractor,owneNowner's rep) ���
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Contact Name: !O �,Q l
Address: . �O��-r'i �� 'D l�'
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Contact Name: (use additional sheet if necessary)
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Contact Phone: Building Permits:
Contact E-Mail:l�i!%/� Q lj Gp,�,r Revised ADDITIONAL Valuations (Labor&Materials)
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(DO NOT include original valuationJ
I hereby acknowledge that I have read this application,filled out Building: $
in full the information required,completed an accurate plot plan, �
and state that all the information as required is coRect. I agree to ;plumbing: $
' comply with the information and plot plan,to comply with all Town '�
ordinances and state laws, and to build this structure according ;Electrical: $
to the town's zonin and subdivision , design review ap-
proved, Interr�ti al ilding and siden'al Codes and other Mechanical: $
ordinances f t T appli 1 theret .
X Total: $
Owner/Owner's Representative Signature(Required)
Date Received:
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For Oftice Use Only:
Fee Paid: JUL 2 8 201�
Received From:
Cash Check#
CC: Visa/MC Last 4 CC# exp.date: TOWN OF VAIL
Authorization #
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July 24, 20 i 4 _
Slopeside Construction, Inc. $ �— I� � 03 � lJ
Attn: Mike Dantas
2121 N. �roi�tage Raad West
PMB 206
Vail, Colorado �3 i 657
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Job No. 1 l3 352A
Subject: Revi�w of Structural Steel Inspectian Report, Proposed Residence, Lot 49,
Vail Village West Filin�No. ?, 1896 West Gore Creek Drive, Vail,
Colorado
Dea.r Mike:
As requested, u�e have reviewed the structural steel reparts made to date for the subject
project. The services are supplemental to our agreement for prafessional services to
Slopeside Gonstruction, Inc. dated march 3, 2014.
The inspection of the structural steeI wnnections fc�r the project was performed by West
Slope Inspection and Testing{WSTI}as a suhcontractor tn Hepwarth-Pawlak
Geoteclu�ical. Doug Young with WSTI, who performed the inspections, is a certified
inspector for welded and bolted connections. The siructural steel construction is
essentially complete at this time.
One inspection repart was tnade for a site visit to the praject by WSTI on July 21, 24I4.
A copy of the report is a.ttached. The inspectians indicate the sfiructural steel connections
were made in general canformance with!he project plans and specificatians.
Ifyou have any questions or neeci further_assistance, please call our office.
Sincerely,
HEPW�RTH—P G'�"�����CAL, II�1C.
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David A. Yt�ung, P.E. � 32-�,'7g ,v
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D.�Y�'ksw '""�'� ���VAi. ��
�J�1�MI d l�l tl1��4���
attaehment West Slape fiesti�ig and Ins�rection.Fie1c�Rep�rt t
��::3.� I :�...� *,'�;.-�s� 1 ;4.t � � �i....?I.lc�ct �'�`;il(1`:h Ii`)'{�?i� )�if)._ � . � ( Z,.% � f.., � i`^i�.
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West Slope Testing& Inspection LLC Report#1
3177 Glendam Dr.
Crrand Junction,CO 81504 Page 1 of 1
Phone: 970-434-6988
Cell: 970-260-2844
Ins ection Re ort
Date: 7-21-14
Client: HP Geotech(Job#HP 113 352A)
Project: 1896 West Gore Creek
Address: 1896 West Gore Creek Vail, CO
Bnilding Permit No: B 13-0358
Generai Contractor: Slopeside Construction
Contractor that Perfnrmed Work: JO Welding Inc.
Ins ection of sho fabrication or fieid work at 'ob site: Field
Report: Visually inspected field weIding at steel beam, column, stiffener, and
tube steel frame connections on the project.Note welding was inspected as best as
possible with wood framing&sheathing installed. Also fhere did not appear to be
any A325 high strength bolting to inspect on the project or any complete joint
penetration welds that needed ultrasonic testing.
The field welding inspected above appeared to be in substantial conformance
with the plans, and the quality requirements of the AWS D1.I Structural Welding
Code.
To the best of my knowledge this completes the special inspections of the
structural steel onsite welding,as outlined above for the project.
.
Inspector/Technician: Douglas E Young o gi�s E Youn�
�rl�catio 102
Structoral Weldiag Special[ ar
Structurel Steei&Bolting S 'al inspector
Spray-�pplied Fireproofing pecia!lnspector
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t�s'"-•o�a� InsUNai� I,.LC P�- — �3��
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_ Post Office Box 2�
� Vail, Colorado 81t
- 970-524-31
Fax 970-524-31
Mr. Mike Dantas
Slopeside Construction
1975 West Gore Creek Drive Unit#25
Vail, Colorado 8165�
VIA EMAIL: mikedantas@comcast.net
June 18,2014
PROJECT: 1896 W. Gore Creek Drive
Vail, CO.
SPECIFICATIONS:
R-47 Blown-In-Blanket fiberglass (BIBS)to 2x12 exterior and garage ezterior ceilings
3" ISO Board by others. R-15 Total R-62 to ezterior ceilings
R-6.71" polyurethane foam with R-18.90 BIBS for a total of R-25.60 to 2z6 ezterior wall os
the home
R-23 BIBS to 2z6 garage ezterior walls
R-38 BIBS to 2x10 garage exterior walls
R-23 BIBS to 2z6 garage common walls
Membrain Smart Vapor Retarder to exterior ceilings
6 mil poly to ezterior walls, garage exterior walls and garage common walls
R-213" polyurethane to 2z4 furred concrete walls
R-38 un�aced fiberglass batts to 11 7/8" TJI garage ceiling
R-19 unfaced fiberglass batts to 11 7/8" TJI mid floor
R-11 unfaced fiberglass batts to 2z45 drop ceiings
R-213" polyurethane spray foam to 11 7/8" rim joist
R-11 unfaced fiberglass batts to 2z4 interior walls
R-19 unfaced fiberglass batts to 2z6 interior walls
Foam to ezterior window and door jambs and vertical penetrations
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