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HomeMy WebLinkAbout410 WAYNE ST - SPECIAL INSPECTIONS - 12/3/2019December 3, 2019 Armstead Construction, Inc. P.O. Box 330 Laporte, Colorado 80535 Attn: Mr. Jeff Schneider Subject: Roof Framing Revisions 410-Wayne�Street Fort Collins, Colorado Project No.: WY01711.000-500 Dear Mr. Schneider, The following roof framing revisions were made during construction at the above referenced site. • To match up with the existing framing, the gable entry roof was framed with 2x6 rafters at 16" o.c. instead of the recommended 2x10's at 24" o.c. This is an adequate substitute for the entry roof framing. • The existing wall height was low enough at the front wall to allow the new porch rafters to bear on the wall instead of needing a ledger. This direct bearing is adequate, and the 2x10 ledger is not needed. Thank you for selecting CTLITHOMPSON for your engineering needs. When we can be of additional service, please contact the undersigned. Very truly yours, CTLITHOMPSON, Wyatt M. K iutsi Vice President '- D k� �0 ad 38108 $s 6 o s ,y jg 1103 Old Town Lane I Suite 1 B I Cheyenne, Wyoming 82009 1 Telephone: 307-426-4183 1 www.ctit.com