HomeMy WebLinkAbout4700 INNOVATION DR - SPECIAL INSPECTIONS - 4/28/1995 (2)07/06/95 14:27 02213917 DRAHOTA CONST CO 0002
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WAWUHT FRYE ARCHITECTS
P.ea
11
2e April 1905
RECEIVED MAY 0 3 199S
Mr. Gary Dennison
Vaught Frye Architects
1115 8toaey Hill Drive
Ft. Coilina, Colorado $0515
Rat INNOVATION OEM OFFICE ROI111INGS1
Lot 1t Rosa Building, rob No. 2400.1
,Gat 21 Corcoran/Troo Building, Job NO*' 208,2
Lot 71 Drahote Office Building, Job No. 243$,0
Door 11r. Dannisomt
In reeponae to your questions concorning the structural design of the
three buildings raforenoed above with regard to iaspectimas, we metm
the followings
1. VKDINS: Speolsl moment-setisting steel francs ware not used in
the dooiga, Fillet welds to be made in the field during
construction more designed to be stressed to 50% or leas of the
allowable otresess. Therefore, we believe inspection of comb
welding, as well as the roof deck welding, men be done oa a
periodic basis per code 000tioa 906(o)5,B,8aception se
2, SIOR—MEWTS ROLTINOs These buildings were designed for shoor/
bearing -typo connections with threads not excluded from shear
planet. Therefore, we believe that initial inapeotiea of the
I
olts and fimai obsorvation of the installation will comply with
code section $06(6)6. under the Bxeeptioa.
!. STROCTORAL MASONRY: Stresses used in the deaign of the strue—
tural masonry for these buildings have been adjusted to permit
non-contiasous in■voction, that is they have been Mimed by one
half per Section 2409.(o)i,
Please mall if you have questions construing the above.
Very truly yens.
CONULTA.N�TyS,,� INC. ,�Wt ncGl
Mark A, Miller, P.R. ai806
on/mo
mnald n. IrlOkel -structural engineer •11290 w. alamadai • lakevnv d coin. ROM •3013 •9961