HomeMy WebLinkAboutTruss Design Verification Letter\IEC LI PSE
ENGINEERING
Truss Verification Letter
Date:AprilL3,2O22
22-03-133
ECLIPSE-FNGINEERING.COM
[?ECËIVED
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GARF'IELti COUNTY
üOMMUNITY DEVELOPMENT
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Project:lopez - Domville 'St¡llwater'
Panorama loop Dr. Homestead 22
Carbondale, Colorado 81623
Project Number:
To:Casey Rogness
DC Builders
11251 SE 232nd Ave.
Damascus, OR 97089
From:Spencer Allen, E.l.T.
Lopez Domville'Stillwater' -Truss Shop Drawings
This letter is to certify that l, as the Engineer of Record for the above-listed project and location,
have reviewed the attached truss shop drawings and calculations for the prefabricated floor
trusses prior to submitting them to the building department and find them to be in general
conformance with the plans and specifications (including, but not limited to, connections,
design loads, load path, bearing points, etc.).
Project engineer stamp and signature below
Digitally signed
DN:
O=Ecl¡pse
Oale:2022.04.14
o411412022
Attachments:Truss Shop Ca lculations
Truss Shop Layout Drawing
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PH: (406) 721-5733
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PH'. (4O8t 552-1442
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PH: (509) 921-7731 PH: (gl1) 38s-965s
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PH: (503) 3SIF1229
Trusses must be braced temporarily and permanently as required for proper installation.Refer to individual truss design drawings, BCSI sheets, and/or building designer for bracing informationÉ.oJmooÉ.omÉ@t-sc!1718" RIM BOARD BY BLDR.1718" RIM BOARD BY BLDR.20'EXTRA LOADINGFOR TUBOregon Truss lnc.17900 SE Wallace RdSalem, OR 97304(503) 581-878722'Hanger Schedule:- Truss to Wall/Beam/Ledger: HU48 q1y = (11)42'General Notes:1. TCLL-TCDL-BCLL-BCDL: 40-10-0-5 (UNO)2. Floor trusses are 14" Deep3.24" o.c. spacing (UNO).4. Dimensions to outside of building (UNO).5. Trusses may be shifted in field as req'dwithout exceeding max truss spacing.PAGE NO:10F1uJmICÍ)fJLL@xñlroHU48tu2'F0111(t=Eìı?ËlJF .É,oØoo(f)@s(f)oC\¡N': ..^., cYı : o-ı >=co o o.¡9q >'.8oJOB NO:2203483DCPa¡PEÌ--lr ÞóqC0) (l)c\f gñOètxN¿=ør9!(/) v/ - cr¡o NR.r--1-:'= i ? ii u Ë* H gËÄEö* Bıq'Øãtnt