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HomeMy WebLinkAbout3103 Moore Ln - Special Inspections/Engineering - 08/28/2017August 28, 2011 Detailed Landscape 400 Hemlock Street Fort Collins, Colorado 80524- Attn Mr Clint Lucas Subject Framing Revisions 3103 Moore Lane Fort­ColI1ns, Colorado•- Project No WY01473 000-500 Dear Mr Lucas, • 1111MI N C O R! O R A T E D '15 I_710 _? - J-3 The following items were commented on the City of Fort Collins framing observation :' The rafters over the bay planed out to intersect the wall and not over the roof. The ledger detail used for the remained of the roof cover should be used for this area No posting is required • The 3'-4" joist cantilever on the deck joists has an adequate back span It is only, required to have a 2-1 back span not a 4.1 Is The deck beam splices were not located over bearing points See the attached detail for the deck beam strengthening Thank you for selecting CTLITHOMPSON for your engineering needs When we can be of additional service, please contact the undersigned Very truly yours, CTLITHOMPSON, 10840 Wy t M Kn son,' br/i Division Manager..�..�r �lVAL E Attachment Beam ening Detail 7 R:, , 1103 Old Town Lane I Suite 113 1 Cheyenne, Wyominq 82009 I Telephone 307-426-4183 1 www ctit com Q�pp z N (3) NEW 6" TIMBER -OK SCREWS EACH SIDE DOUBLE ROW EACW 51DE OF SPLICE /- NEW 2x12, SPANNING P05TITO P05T + BEAM STRENGTHENING DETAIL (FULL) -'1 p 1' t r> } BEAM STRENGTHENING DETAIL(PARTIAI) i f � t -13 - ff