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HomeMy WebLinkAbout1612 Greenstone Trl - Special Inspections/Engineering - 04/29/1998April 29, 1998 Padilla Construction c/o Max Padilla 4207 Harbor Walk Dr. Ft. Collins, Colorado 80525 RE: Padilla Residence Ft. Collins, Colorado Project No. 20986043 Dear Mr. Padilla, Irerracon 301 N. Howes • P.O. Box 503 Fort Collins, Colorado 80521-0503 (970)484-0359 Fax: (970) 484-0454 On April 29, 1998 a representative of Terracon visited the referenced site as requested. The purpose of this visit was to review the steel reinforcing for the structural slab in the fourth car garage and to review the gardeners shed construction and its structural roof slab. After reviewing the structure it was concluded that the steel reinforcing for the structural slabs and the foundations for the gardeners shed were in accordance with recommendations provided by Terracon. If you have any questions, please contact us. Sincerely, TERRACON '„ Empire Division " _• �Uf e ewe I � u Tom Bruns, ry eeksy.P E:' ` Staff Engineer Stru Ural EngineeiYt;^ Arizona ■ Arkansas ■ Colorado ■ Idaho ■ Illinois ■ Iowa ■ Kansas ■ Minnesota ■ Missouri ■ Montana Nebraska ■ Nevada ■ New Mexico ■ North Dakota ■ Oklahoma ■ Tennessee ■ Texas ■ Utah ■ Wisconsin ■ Wyoming Quality Engineering Since 1965 July 28, 1998 Mr. Max Padilla Padilla Construction 4207 Harbor Walk Drive Fort Collins, Colorado 80525 RE: Padilla Residence 1612 Greenstone Trail Fort Collins, Colorado Project No. 20986043 Dear Mr. Padilla: Irerracon 301 N. Howes P.O. Box 503 Foil Collins, Colorado 80521-0503 (970)484-0359 Fax: (970) 484-0454 As requested a representative of Terracon Consultants Western, Inc. reviewed the following framing items at the referenced site. • (3)-1 3/4 x 11 7/8 LVL's may be substituted for the (2)-1 3/4 x 14 LVL roof beam at the rear bedroom bay. • (2)-1 3/4 x 11 1/4 LVL roof beams may be used at the front entry foyer and the front bay at the front bedroom. 2-2x12's may be used over the bay at the walk in closet in the master bedroom with an intermediate bearing point at the right closet wall. • (3)-1 3/4 x 11 7/8 LVL's may be substituted for the (2)-1 3/4 x 14 LVL 2nd floor beam at the kitchen. • A (3)-1 3/4 x 11 7/8 LVL or a (2)-1 3/4 x 14 LVL deck beam should be provided beneath the existing deck at the east side of the residence. The beam should span approximately 22' under the angled portion of the deck from the pad at the north side and be pocketed into the wall over the garage door header. The LVL beam should be protected from the weather by flashing and wrapping the beam in a moisture protective barrier. The existing rim beam is not adequate as all members are spliced and there is no support at the south end of the angled section. If you have any questions, please contact us. Arizona ■ Arkansas ■ Colorado ■ Idaho ■ Illinois ■ Iowa ■ Kansas ■ Minnesota ■ Missouri ■ Montana Nebraska ■ Nevada ■ New Mexico ■ North Dakota ■ Oklahoma ■ Tennessee ■ Texas ■ Utah ■ Wisconsin ■ Wyoming Quality Engineering Since 1965 July 28, 1998 Mr. Max Padilla Padilla Construction 4207 Harbor Walk Drive Fort Collins, Colorado 80525 Irerracon 301 N. Howes P.O. Box 503 Fort Collins, Colorado 80521-0503 (970) 484-0359 Fax: (970) 484-0454 ell 4rlux- ' RE: Padilla Residence 9p�o?7?7� 1612 Greenstone Trail Fort Collins, Colorado Project No. 20986043 Dear Mr. Padilla: As requested a representative of Terracon Consultants Western, Inc. reviewed the following framing items at the referenced site. • (3)-1 3/4 x 11 7/8 LVL's may be substituted for the (2)-1 3/4 x 14 LVL roof beam at the rear bedroom bay. • (2)-1 3/4 x 11 1/4 LVL roof beams may be used at the front entry foyer and the front bay at the front bedroom. 2-2x12's may be used over the bay at the walk in closet in the master bedroom with an intermediate bearing point at the right closet wall. • (3)-1 3/4 x 11 7/8 LVL's may be substituted for the (2)-1 3/4 x 14 LVL 2nd floor beam at the kitchen. • A (3)-1 3/4 x 11 7/8 LVL or a (2)-1 3/4 x 14 LVL deck beam should be provided beneath the existing deck at the east side of the residence. The beam should span approximately 22' under the angled portion of the deck from the pad at the north side and be pocketed into the wall over the garage door header. The LVL beam should be protected from the weather by flashing and wrapping the beam in a moisture protective barrier. The existing rim beam is not adequate as all members are spliced and there is no support at the south end of the angled section. If you have any questions, please contact us. Si rely, T A N a G. Weeks, P. r; Str ctural Engineer 9 n,,/A! Arizona ■ Arkansas ■ Colorado IN Idaho IN Illinois ■ Iowa ■ Kansas IN Minnesota ■ Missouri IN Montana Nebraska IS Nevada IN New Mexico ■ North Dakota ■ Oklahoma IN Tennessee ■ Texas ■ Utah IN Wisconsin IN Wyoming Quality Engineering Since 1965