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Home My WebLink About2302 Longwing Dr - Special Inspections/Engineering - 06/04/2020April 23, 2019 Mr. Rucker Hill RUCKER DESIGN BUILD 2600 W. Prospect Road Fort Collins, CO 80526 VZ RE: Connections for the Girder Truss at 2302 Longwing Drive, .jam City of Fort Collins, Larimer County, .Colorado CDS Project No. 20-0323 Dear Rucker, The connections for the Girder Truss at the above mentioned residence were observed on April 12, 2020. The connection between the Girder Truss to the post at the second floor were connected per our recommendation of placing two Simpson CMST12 straps from the Girder Truss to the post below over the plate and bolts recommended by TD Structural Engineering. The straps have a minimum length of nineteen inches above and below the plate to the truss and the post. The other connections for plates 2 and 3 from TD Structural Addendum 2 were observed via photographs provided by Nick Valcourt. These connections appear to be installed per TD Structural Engineering recommendations. The front porch slab reinforcing was observed via photographs, the spacing of the rebar appears to be in conformance with TD Structural Engineering plans for the front porch except that the slab was poured as a slab on grade instead of a structural slab as shown on the plans. The rebar connections to the house and Ynrch foundation were drilled and epoxied instead of being wet set, since the slab is a slab or, grade and not a structural slab this is acceptable. Please contact our office if you have any questions concerning this information. Respectfully, FOR AND ON BEHALF OF lFa CDS ENGINEERING CORP46 . �a 'tip; fi .r�s ••a �'?cj'�j \��ki Robert R. Greenwald II, P.E. S�O�VAL O 165 2nd Street S.W. • Loveland, CO 80537 • (970) 667-8010 • Fax (970) 667-8024 • www.cds-eng.net „�lqo 38�1 existing W I Ox88 steel beam per plan existing steel col connection by others existing W8x I F steel beam per plar existing steel col connection by others new z"x4z"xG” cap plate steel column per plan �I 4� v III IIi l _ _ I-1 I-1 I I -III -I 1= —II1 — existing-7G. concrete pad cap plate to beam weld 2 sides only col to cap plate new h5532x3ixq steel col splice col w/ j"x4j"x8" cap # base plate w/ (2) Z'O a325n bolts new hss32x3� steel col z"x6"x 1 O" w/ (2) z"O Titen HD %2" exp. Jt. mat'I. around column saw cut existing slab for new base plate new steel column connections PROJECT#18-110 �3. 1/2" = 1'-0" BRUMMEL RESIDENCE FORT COLLINS, COLORADO MARCH 11, 2020 new base plate to ex. base plate Addendum 3 TD ST ENGfN 2909 Oxford Court I Ft. Collins. CO 80525 1 970.372.1140 NCi AC Mr. Rucker Hill RUCKER DESIGN BUILD 2600 W. Prospect Road Fort Collins, CO 80526 June 5, 2020 (/' 5. 7,0 7-0 73 /w) 39� 1 9 1 RE: Deck stairs at 2302 Longwing Drive, City of Fort Collins, Larimer County, Colorado CDS Project No. 20-0323 Dear Rucker, The deck stair framing and piers were observed from pictures that you sent to our office. The piers are adequate for supporting the deck stairs. The stringers between the deck and the beam at the bottom of the stairs are adequate, from the pictures the stringers appeared to be at twelve (12) to sixteen (16) inches between the stringers. Please contact our office if you have any questions concerning this information. Respectfully, FOR AND ON BEHALF CDS ENGINEERING C( 384201 a; cr �`jj Wit; 6(�• J�� j Robert R. Greenwald II, 165 2nd Street S.W. • Loveland, CO 80537 • (970) 667-8010 • Fax (970) 667-8024 ° www.cds-eng.net