HomeMy WebLinkAboutF10-0013 Angelo Residence Solarium Glass Stamped Letter \AQ¢e�
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Letter of Transmittal
Job: Angelo
Date: 6-22-10
To: George Shaeffer Costruction Co.
PO Box 373
Vail, CO 81658
Attn: Steve Hooker
From: Ed Fernandez
WE ARE SENDING YOU : � Attached ❑ Under separate cover via the following items;
❑ Submittal(s) ❑ Change order(s) ❑ Specification(s)
❑ Shop drawings ❑ Drawings/Prints ❑ Sample(s)
❑ Product data ❑ Copy of letter/RFI ❑ Computer media:
❑ Product brochure(s) ❑ Plans � Other:
Quantity Date Number Description
2 sets 6-16-10 Glass Load Resistance Report and Letter stamped and signed by
Structural En ineer
THESE ARE TRANSMITTED FOR as checked below:
❑ For approval ❑ For bids due ❑ Submit copies for distribution
❑ For action ❑ Approved as subinitted ❑ Return _ corrected prints
� For your information & use ❑ Approved as noted ❑ Other:
� As requested ❑ Prints returned after loan to us
❑ For review and comment ❑ Resubmit _ copies for approval
Remarks: �,�pR���bA���R�AN�,7R�JGYl9f�
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Recejpt acknowiedged by: Date:
Copy to: file
290 East 56t" Avenue, Denver, Colorado 80216 Office: 303-296-9696 Fax: 303-296-2146
� Chisholm Consulting Services, I.td.
Structurat Engineers
1995-2010
1074 S_ ALKIRE ST., LAKEWOOD, CO 802263112
PH: (303) 914-8202 FAX: (303) 914�203
June 16, 2010
Ed Fernandez
A.I.A. Industries, Inc.
290 East 56'" Avenue
Denver, CO 80126
RE: Skylight Structure, Grand Annex Remodel (Angelo Solarium)
Vail Mountain Lodge
352 East Meadow Lodge, Vail
To Whom It May Concem,
This letter is to certify that Walter G. Keske of this office reviewed the skylight glass capability to resist
long-term loads.
The long-term glass loads are maximum 100 psf live load and 6.0 psf dead load. The long-term load
resistance is 125 psf. Therefore the glass is capable of resisting more than the maximum long-term loads.
Please call if there are questions concerning this letter or if we can be of further service.
Sincerely,
�� � �
Walter G. Keske, P. E.
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Glass Load Resistance Report June 14, 2010
Glazinq Information Prolect Details
Edge Support: 4 Sides Project Name: AIA-Snowload
Glazing Angle: 26 ° Project Location : Not Supplied
Lite Dimensions: Comments: Loading criteria supplied by AIA
Width: 66.0 in.
Height: 84.0 in.
Glass Construction
Double Glazed Insulating Unit
Outboard Lite: { Fully Tempered } Inboard Lite: { Heat Strengthened }
Nominal Lite Thickness: 1 /4 in. Outboard Ply Thickness: 3/16 in.
Interlayer Thickness: 0.060 in.
Inboard Ply Thickness: 3/16 in.
Nominal Lite Thickness: 3/8 in.
Short Load Duration , Resistance and Deflection Data
Load (- 3 sec.) + Glass Weight: 6.04 psf ��a��i40���iai,
Load Resistance: 124 psf �.�`�<�� �?, ,`<o „v1�� ��,,
Approximate center of glass deflection: 0. 19 in. :� � G p�'e;�y' _
Lonq Load Duration Resistance and Deflection Data = � e � 5� � ° =
Load (- 30 days) + Glass Weight: 68.5 psf ;�°o y r f b�(D m c�,\
° �'`
Load Resistance: 125 psf ; F�°•. , '\�,�
Approximate center of glass deflection: 0.93 in. ''"�s�Q� A'�1`���o`Q
Conclusion
Based on your design information, the Ioad resistance is greater than or equal to
the specified loading.
Statement of Compliance
Pmcedures followed in determining [he resistance oi this window glass are in accordance with ASTM E1300-02.
Disdaimer:
This soilware can be usetl to tlelermine Ihe loatl resisfance a( specllictl glass rypes exposetl lo uniform Iaterai loatls oi short or lang duralion sub�ect lo �he iollovnng mntlltions:
- The glass is free oi etlge antl sutlace tlamagc antl has �een properly glazed in �he opening in conformance wiih �he manufadurers recommentlaGOns.
- Pmcetlures exisl�o tleterminc loatl resisGnce for reciargular glass assemblies [hat are:
a. Continuouslysupportetlalongallfouredges,
b. Confnuousty svpportetl along ihree etlges,
c. Continuously suppohed along lwo paraliei edges, and
d. Con�inuouslysupportetlalongoneetlge.
-The soiNrdre user has ihe responsiblli�y of selecting tha correcl pmcedures �or �he requiretl applicalion fmm Ihe so(IVrare.
-TM1e sliifness oi members suppotling any glass etlge shall be suBicient[�at under tlesign IoaQ etlge tlellec�ions shall not exceetl U1]5,
wM1ere�L tlenotes IM1aI lenglh of iM1e svpportM Mge.
- The non-lacbretl loatl vaWes lor laminatetl glass are represen�ative oi ten tlata antl calcula�lons periormetl for polyrvinyl buryral Intetlayer at a IemperaWre of 50°C p22°FJ.
Por otM1Cr IimitinB contlilions that mey appty, refer [o Seciion 5 M ASTM E130p anG Iocai builtling cotles.
Nepher SOG nor PGMG guaraniees ana each disdaims any responsibiliry for any patlicular resul5 relaling �o fie use oi [he W intlow Glass Oesigm2002 SolM1Vare PmBrem.
SDG antl PGMC tlisdaim any Ilabiliry for any porsonal injury or any loss or tlamage oi any kintl, indvtling all intlireci, special, or mnsequenlial damages and losl pm�ils,
arising wl o� or relaling �o Ne use of fie Wi�MOw Glass �esign-2002 Soflware Pmgram.
Prepared by: on 6/14/2010
Window Glass Design 2002 - Version [1 .1 ] Copyright OO 2002 SDG, Inc. Page 1 of 1