HomeMy WebLinkAboutB12-0325 engineer lettersDepartment of Community Development
75 South Frontage Road
TOWN DF VAIL � va��, co s�sST
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 a lies
to:
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Project Street Address:
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(Number) (Street) (Suite #)
Building/Complex Name: C�V17 � `f �- �
Applicant Information
(architect, contractor, owner/owner's rep)
Attention: 0 Revisions
0 Response to Correction Letter
�attached copy of correction letter
0 Deferred Submittal
� Other
Description of Transmittal/ List of Changes, Items Attached:
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Contact Name: ��i.>w� Y�C.tN —`�GCDI�51Y U�U�N ��
Address: � � �j�p �`�� �n�i�n�'��GC_. � �
City State: a zip: �i%L`�
Contact Name: ,�V�� (use additional sheet if necessary)
Contact Phone: °L� o- 2S �5 - 2`t� O
Contact E-Mail: t Vwww3 v�, Q��°-�-��C�'N (kLw�,e�/i 3..
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I hereby acknowledge that I have read this application, filled out
in full the information required, completed an accurate plot plan,
and state that all the information as required is correct. I agree to
comply with the information and plot plan, to comply with all Town
ordinances and state laws, and to build this structure according
to the town's zonin nd subdivision codes, design review ap-
proved, Inter ' n I uilding and Residential Codes and other
ordina of the applicable thereto.
X
Owner/Own r's Repres ive Signature (Required)
For Office Use Only:
Fee Paid:
Received From:
Cash
CC: �sa / MC Last 4 CC #
Authorization #
Check #
exp. date:
Building Permits:
Revised ADDITIONAL Valuations (Labor 8� Materials)
(DO NOT include original valuation)
Building:
Plumbing:
Electrical:
Mechanical:
Total:
Date Received:
$
$
$0
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August 24, 2012
Reconstruction Experts
1790 Airport Rd. Ste. 3
Breckenridge, CO 80424
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Subject location:
CENSPACE, LLC
11332 Oswego Street, Henderson, CO 80640
Phone:(303)655-9118
Fax:(303)655-9116
www.censpace.com
Project #: C0.5287.01
Timber Ridge Apartment - Deck Repairs, Buildings K& L
1280 N. Frontage Rd.
Vail, CO 81657
To Whom It May Concern,
It has come to my attention that upon removing boards along the outside edge of the second floor
deck of Bldg. K that is under repair, it was discovered that the full length of the two-ply 2x10
perimeter beam (approximately 50') was rotted. The beam may be replaced with a treated two-
ply 2x10 DF. No. 2 or better grade beam using three rows of 3" long x No. 8 wood screws at 16"
o/c along the length of the beam.
The two plies of the beam should be spliced over a supporting post. If the two plies are not
spliced over a supporting post then the 2x12 facia/rim board should be run continuous over each
beam splice with a minimum of 4'-0" overlap and attached with 3 rows of #8 wood screws
driven from the face of the 2x12 facia/rim board. Both plies of the beam may not be aligned
together if the beam is not spliced directly over a post.
It should also be noted that 3" long (min.) #8 wood screws may be substituted for lOd nails as
specified on the approved deck repair plans for Buildings K& L.
Sincerely,
CENSPACE, LLC
o��,p0 REG�SrF
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�°;� �r`�M� R��:'9`"0
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Tim Morgen, P.E.
Principal
Page 1 of 1
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CENSPACE, LLC
11332 Oswego Street, Henderson, CO 80640
Phone:(303)655-9118
Fax:(303)655-9116
www.censpace.com
August 31, 2012
Reconstruction Experts
1790 Airport Rd. Ste. 3
Breckenridge, CO 80424
RE:
Subject location:
Project #: C0.5287.02
Addendum: Timber Ridge Apartment - Deck Repairs, Buildings K& L
1280 N. Frontage Rd.
Vail, CO 81657
To Whom It May Concern,
I have reviewed the multi-ply deck beam splice confgurations for the above noted buildings that
are being repaired. In most cases the two plies of the beam are not spliced over a supporting post
and the 2x12 facia/rim board does not overlap the splice by at least 4'-0". In these cases the
spliced member should be fastened to the other plies using three rows of 1/4" x 4-1/2" SDW
(Simpson Strong Drive Structural Wood Screws) at 3" o/c with a total of 6 screws on each side
of splice. Similar sized Simpson SDS or TimberLok fasteners may be substituted for SDW
fasteners.
Sincerely,
CENSPACE, LLC
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Tim Morgen, P.E.
Principal
Page i of 1
