HomeMy WebLinkAbout508 W Trilby Rd - Special Inspections/Engineering - 06/05/2002 (2)r
The McGlamery Structural -'Group, Inc.
Consulting Structural Engineers
June 5, 2002
Ms. Whitney Churchill
TSP Five, Inc.
503 Remington Street, Suite 5
Fort Collins, CO 80524
Re: Good Samaritan
Dear Whitney,
JOB # 0�6 ' oz3v6,
FILE # ?gx- —
6o g Ui 7 r t I by
The attached revised Detail 403 is an acceptable attachment of the deck edge angle to the w-
beam.
Please call with any questions.
Sincerely yours,
The McGlamery Structural Group, Inc.
Craig Kobe'
Project Engineer
CMK/smc
Attachment
1116 BOidder Street Denver, CO 80211 (303),455'8988 Fax (303) 455-8446
THE McGLAMERY STRUC,:,:::iAL GROUP
1716 Boulder Street
DENVER, COLORADO 80211
(303) 455-8988
Fax (303) 455-8446
jmchfta �.-
SHEET NO. OF
CALCULATED BDATE Mlg" ' 3 * "2—
CHECKED BY DATE
crAl F
VENEER PER ARCH.
SLIP TRACK PER MNF. GYP. SHEATH'G
I I: ,
I I
6"X18GA. STL. STUDS ® I j
-4" O.C. I I. 2" VOID
L6X4X%X CONT.
...........
3/16
6"X18GA. STL. TRACK, I I -
T&B T 0 STL.
PER PLAN
........ _............. _............
HILTI X-DNI PINS ® oI
1'-0" O.C., STAGGERED,
........................... _........
T&B 3/
16 .............
.............< W BM. PER PLAN W 8M. PER PLAN
SHEAR CONN.
.......... .............. PER DTL. 123
SCALE: 3/4"=V-0" ..........
......... _r_..__....
............
.... _...... ........... i__.... I I I I
....�........._._*........ q 1
i 1-7
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