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5012 COUNTY RD. 154
GLENWOOD SPRINSS,
(CO0O ADO
BLOMOVIST
RESIDENCE
LOT CIO
ASPEN GLEN
SUBDIVISION
(5•ARFIELD COUNTY,
COLORADO
July 15)13
MULTIPLE -MEMBER CONNECTIONS FOR SIDE -LOADED BEAMS
Uutifornl Load --Maximum Uniform Load Applied to Either Outside Member (PLF)
Type
Number of
Rows
Fastener
DSpaclagr
Fastener Pattern ew
Assembly A
, Assembly 9
Assembly C
Numbly 0
Assembly E
Assembly F
2'
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1
,
`_-
LI I---
3
--I I-
131'
--I t ----I
134 31'.
--a 1---I I✓-
1� 31/2' 114'
r f -----I
31/2'
--I i-
114'
3W wide, 2 -ply
514' wide, 3 -ply
SW wide, 2 -ply
7' wide, 3 -ply
7' wide, 2 -ply
7' wide, 4 -ply
l Od (0.128' x 3')
Nally)
2
12'
310 280 280 245
555 415 415 310
3
12'
14.4307
Through Boltsitx))
2
24'
505 380 520 465 860 340
635475 655 580 1,075 425
760 I 570 785 695 1,290 505
19.2'
16'
SOS (4' x 314'Iri
2
24'
680 j 510 ;.._ 510 .._ 45_5
850_ _-_.- 610 640 565
1,020 r 765 765 660
19.2'
16'
S0S`146'
2
---)10'
24'
455 465 455
I 565 580 565
• 680 695 680
19.2'
16'
USP WS350)
2
24'
480-_—_I. _._-.-- 360._ .....:_ 360 320
600 _, ..... 450 450 .400
19.2'
16'
715 540 540 480
2
24'
350 525 350
660 440
525 790 525
USP WSW)
19.2'440
16'
31/2'24'
irosslOK�r+
2
535 400 400 355 .
670 500 500 445-
800 600 600 535
19.2'
16'
5'
TrusslOKan
2
24' .
435 435 385
;...... _ 545 : 545 : - - _ Ids
655 655 580
19.2'
16'
614'2
TrussLOK001
24'
. 385
485
--.-----._..
580
580 385
725 485
870 580
19.2'
16'
3i�r'
SOW22+)
2
24'
800 600 600 .. 535
•
1,000 .. ;- - 130 . 750 _..- .,, 665
1,200 900 900 800
19.2'
(6'
5'
SDW221e
2
24'
I —450__._ )._ ._._._... 533.....
565 665
615 565 675 800
_..:
19.2'
16'
63/4'
9019221112
24'
1._ 400 s 800 400
I i 500 , 1,000 500
19.2 '
16' -
600 •., 1,200 600
1) Nailed connection values may be doubled for 6' on center a tripled to 4' on -center nail spacing
2) Washers required Bon holes to be (4e' maximum.
(3124' on-centee balled and screwed connection values may be doubled fa 12' on -center spacing. •
General Notes
• Connections are based on NDS® 2005 or manulaclurer's lest or code repass.
• Use specific gravity of 0.5 when designing lateral connections.
• Values listed are lor 100% stress level. Increase 15% for snow -loaded rool
conditions 01 25% for non -snow roof conditions, where code allows.
• 8oldltafccells indicate Fastener Pattern must be installed on both sides. Stagger
fasteners on the second side so they (all hallway between fasteners on the first side.
• Verify adequacy a1 beam in allowable load tables on pages 16-33.
• 7' wide beams should be side -loaded only when bads are applied to both sides of
the members (to minimize rotation).
• Minimum end distance lor bolts and screws is 6'.
• Beams wider than 7' require special consideration by the design professional
of record.
Uniform Load Design Example
.300 PLF 415 PLF
First, check the allowable load tables on pages 16-33 to verity that three pieces
can carry the total load of 715 pll with proper live load deflection criteria.
Maximum load applied 10 either outside member is 415 pit. Fa a 3 -ply, 116'
assembly, Iwo rows of 10d 10.128' x 3') nails al 12' on -center is good for only
280 plf. Therefore, use three rows of 10d (0.128' x 3'1 nails al 12' on -center
(good Inc 415 p11).
Alternative: Two rows of )b' bolts or r/r' x 31/2' SOS screws al 19.2' on -center.
Trus Joist* Beam. Header and Column Specifiers Guide 0-9000 1 April 2013
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SEE 'SHEATHING NOTES'
SHT 5-1
ATTACH BUILT-UP (4)- LVL'S
IN/ 2 -ROWS 1/4" dia x 6"
SDS SCREWS ®16" O.G.
o Ea. EXTERIOR FACE
1" = 1'-O"
P.etaw P'Ac.
Engineered Wood & Structural Composite Lumber Connectors
FACE MOUNT HANGERS U/HU/HUC/HUCQ I Joist & Structural Composite Lumber Hangers
See Hanger tables on pages 102-106. See Hanger Options
on pages 215-224 for hanger modifications. which may result in
reduced loads.
U --The standard U hanger provides flexibility of joist to header
installation. Versatile fastener selection with tested allowable loads.
HU/HUC—Most models have triangle and round holes. To achieve
maximum loads. fill both round and triangle holes with common
nails. These heavy -duly connectors are designed for schools and
other structures requiring additional strength, longevity and
safety factors.
HUCQ—features concealed flanges so it can be installed
close to the end of the supporting beam or on a post. They install
with Simpson Strong -Tie' Strong -Drive" screws (SDS) (supplied
with the hanger) for high capacity and ease of installation.
MATERIAL: See tables on pages 102-106.
FINISH: Gatvanired
INSTALLATION: • Use all specified fasteners. See General Notes.
• HU/HUC—can be installed filling round holes only, or
filling round and triangle holes tor maximum values.
• HUCQ—When using structural composite lumber columns.
the capacities shown in the tables are for fasteners applied to
the wide face of the column.
• Web Stiffeners are required for all I -joists used
with these hangers.
• For installation to masonry or concrete, see page 161.
• HU/HUC hangers can be welded to a steel member.
Allowable loads are the lesser of the values in the Hanger
tables on pages 102-106 or the weld capacity – refer to
technical bulletin T-HUHUC-W (see page 231 for details).
OPTIONS: • HU hangers available with the
header flanges turned in for 2`4
and larger widths. with rio load
reduction—order HUC hanger.
• See Hanger Options on pages
216-217 for sloped and/or
skewed U/HU models. and HUC
(concealed flange) models.
• See also HUS series.
Model configurations may
differ from those shown.
Some HU models do not
have triangle holes. Contact
Simpson Strong -Tie for details.
r'-'<
I`
00
HU410
HUC412
Concealed
Flanges
H
HUCQ
2.1/2"
- `-.2.1/2"
SIMPSON
Typical HU7
Installation
Typical HU7
Installation
Scream .Lo
Co ^peo�rt are
' Y e4
Typical
HUCQ
Installed
on End of
a Beam
Alan,
Per the attached Customer Service Report the tempered glass
for item 8 (30" x 36" awning) located in Bath 2 has been ordered
from the plant. Glass has been taking 3-4 weeks to arrive in
Broomfield. Once we have it in our warehouse, Elisha will call you
to arrange installation. Please let me know if you have any
questions or need additional information.
Thanks,
Ryan Kaser
Sierrra Pacific Windows - Territory Manager
970-309-0918 cell
ERRA PACIFl
Customer
Service
Report
Notification Date: 12/09/2013
Notified By: Alan
Representative: Ryan Kaser
4 *CUSTOMER / BILLING ADDRESS
Name: WOODSTONE
Address: 6801 EAST SOPRIS CREEK ROAD
City / State / Zip: SNOWMASS, CO 81654
Phone 1: (970)927 -4604 -Work
Phone 2: (970)9274635 -Fax
Email:
Order # / Ship Week: 91202631 /
PO / Job #: /
'This should be the party responsible for payment
Name:
Relationship:
Phone 1:
Phone 2:
Email:
CONTACT INFORMATION
ALAN
PROJECT MANAGER
(970)319 -7940 -Cell
December 10, 2013
Page 1 of 1
El CLAIM ONLY
HOMEOWNER NAME / JOB SITE ADDRESS
Name: RICK BLOMQVIST
Address: 540 E DIAMOND A RANCH RD
City / State / Zip: CARBONDALE, CO 81623
Phone 1: (970)927 -4604 -Work
Phone 2: (970)9274635 -Fax
Email:
Cross Street:
Open Job Site: L1 Gate
Code:
Walk -Through LI
Required:
Comments:
Reglaze with TEMPERED glass.
Itm
Tally
Product Code
Sym
Location
Detailed Description / Notes
8
C -WA -3036-1
D
BATH 2
REGLAZE WITH TEMPERED GLASS