HomeMy WebLinkAbout05050084-Correspondence INDUSTRIES
CUSTOM WINDOWS
DooRs & PAT 0 P, OOMS
October 13, 2005
Reference:/l~rk & Angola Bochan Residence
10388 Bdar Creek Place
Carmel. In 46033
]070 TECHNOLOGY DRiV
NOKOMIS, FtORIDA 34275
/~O BOX 1529
NO~(OM[S, FLOR]DA 34274
TOLL FREE: 800-282-6019
PHON[: 941'480-
FAX: 800-477 ~655
www ~tindustries,com
3" NatureScape Wall System Structural Capacity due to Combined Compressive and Lateral
Loading
To: Whom it May Concern
'The referenced structure has been evaluated per your request to determine it's structural
adequacy.
The live, dead. snow and wind loads as provided by the customer are as follows:
Live = 10 psf
Dead = 5.88 psf
Snow = 30 psf
Area Wind speed = 90 mph, exposure B
Based on the information provided the referenced structure is suffcent to support the total
combined loads provided that a 3" x 3" x 0.125" 6063-T6 aluminum post be installed to the
interior or ex'tenor of the currently installed doge beam support post. The post should be
attached with # 10 screws 6" from the ends and at 12" centers as shown in Detail A or B.
The determination of the structural adequacy of the existing residence, roof (and
and any walls other than PGT provided components of the sunroom is the res lity
others.
Please advise if there are any further questions or requirements. "~
Sincerely
~ 3x3 oost.owg Model. 10/13/2005 11 '07:21 AM, r)g, HPLJB000.pc3,1 lx17.1:4
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