Plans (5) . .... . . . .. . . .. . . . . . ...
Shore existing construction as required until
all new framing is in place and secure.
Report conflicts to engineer for review.
1. New 2x6 at 16 inches on center stud
bearing walls. Verify solid bearing
_! l — — walls below in alignment.
- e 2. Bear existing 20 inch"I"joists on
7 14 4�$ 94.45 � I stud wall and add "LVL" rim board.
'�"� 3. Add 2x6 continuous between stud
-ri ... walls each side of the"I"joist tight
to the bottom of the "I"joist top
flange. Attach the 2x6's through the
.Y p
` 2-1t l "I"joist web with #10 x 3 inch wood
screws at 8 inches on center.
1 _� y Remove the existing "I"joist web
1 i-'1 --- 3 below the 2x6's.
O _ E�,, a 4. W6x20 elevator hoist beam (5000
ct �+�° f y
� pound lift capacity). Through bolt a
C , _ - __ 4x6 each side (trim to fit snug) and
o'-6 1/2" 12" ,-12" attach to each double 2x6 above with
\ vi< I JOIST RJ2 )V‹ Simpson "H" connectors.
�-- 5. Bear W6x20 elevator hoist beam on
a 6x6 post each end. Attach the 6x6
H.-1- --‘/ post to the sill plate below with
Simpson"BC60" bases. Add a 2x6
- I I trim stud each side.
6. Coordinate all aspects of the
- RB11
elevator, rails, connections, etc. and
I \ I H I add framing supports accordingly.
See detail B.
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NORDLING Proj.'No.: 12-232
' WESTGATE BABTIST CHURCH
STRUCTURAL ELEVATOR
. ENGINEERS, LLC WESTGATE BABTIST CHURCH
6775 SW 111th,Suite 200•Beaverton OR,97008 Date:JUN 2012 By:JEN Sheet No.: 0 1
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NORDLING Proj. No.: 12-232
. 5 I WESTGATE BABTIST CHURCH
STRUCTURAL ELEVATOR
ENGINEERS, LLC WESTGATE BABTIST CHURCH
6775 SW 111th,Suite 200 Beaverton OR,97008 Date: JUN 2012 By:JEN Sheet No.: 9 2
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11 ' WESTGATE BABTIST CHURCH
STRUCTURAL ELEVATOR
ENGINEERS, LLC WESTGATE BABTIST CHURCH
6775 SW 111th,Suite 200•Beaverton 0R,97008 Date: JUN 2012 By:JEN Sheet No.:
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' WESTGATE BABTIST CHURCH
STRUCTURAL ELEVATOR
C _1' ENGINEERS, LLC WESTGATE BABTIST CHURCH
6775 SW 111th.Suite 200•IIoavertoo 0R,97008 Date: JUN 2012 By:JEN Sheet No.: CZ
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NORDLING Proj. No.: 12-232
WESTGATE BABTIST CHURCH
STRUCTURAL ELEVATOR
WESTGATE BABTIST CHURCH
�'_� i ENGINEERS, LLC C-36775 SW 111th.Suite 200•Beaverton OR,97008 Date: JUN 2012 By:JEN Sheet No.:
Nordling Structural Engineers, LLC
6775 SW 111th #200
Beaverton, OR 97008
Date:07102112 Page:
-MULTI-SPAN STEEL BEAM DESIGN
WESTGATE BAPTIST CHURCH
A-(TL) A-(TL) A-(MAX)
GENERAL DATA - 1 - - 3- - 5 -
All Spans Simple Support?? : YES
Span Lengths ft : 8.00 8.00 8.00
End Fixity: Pin:Pin Pin:Pin Pin:Pin
AISC Section : w6x15 w6x20 w6x20
CALCULATED VALUES -OK- -DK- -OK-
Fb-Allowable psi : 21600 21600 21600
fb-Actual. psi : 14080 10243 21026
fv-Actual psi : 2323 1985 3846
Moment @ Left k-ft : 0.0 0.0 0.0
Moment @ Right k-ft : 0.0 0.0 0.0
• Max.Mom.@ Mid-Span k-ft : 11.4 11.4 23.4
X-Dist ft : 4.00 4.00 4.00
Shears: Left k : 3.2 3.2 6.2
Right k : 3.2 3.2 6.2
Reactions: Left:Dead k : 0.30 0.30 0.30
Live k : 2.90 2.90 5.90
Total k : 3.20 3.20 6.20
Right:Dead k : 0.30 0.30 0.30
Live k : 2.90 2.90 5.90
Total k : 3.20 3.20 6.20
Max.Defl.@ Mid Span in : -0.128 -0.090 -0.182
X-Dist ft : 4.00 4.00 4.00
BEAM DESIGN DATA
Le:Unsupported Length ft : 8.00 8.00 8.00
Fy ksi : 36.0 36.0 36.0
Section Area in2 : 4.43 5.87 5.87
Beam Depth in : 5.990 6.200 6.200
Beam Width in : 5.990 6.020 6.020
Flange Thickness in : 0.260 0.365 0.365
Web Thickness in : 0.230 0.260 0.260
lxx in4 : 29.1 41.4 41.4
lyy in4 : 9.32 13.30 13.30
rt in : 1.08 1.64 1.64
APPLIED LOADS
Use Live Load on This Span ? Yes Yes Yes
Uniform DL klft : 0.08 0.08 0.08
LL klft : 0.10 0,10 0.10
Point DL k :
LL k : 5.00 5.00 11.00
X-Distance ft : 4.00 4:00 4.00
QUERY VALUES
Location ft : 0.00 0:00 0.00
Shear k : 3.20 3.20 6.20
Moment k-ft : 0.00 0.00 0.00
Deflection in : 0.000 0.000 0.000
c1-
vA AR/Irl 1 QR'2.QF crucprei r Bruce W.Kenny. KW060914SL-A
Nordling Structural Engineers, LLC
6775 SW 111th #200
Beaverton, OR 97008
Date:07102112 ' Page:
' MULTI-SPAN TIMBER BEAM DESIGN
WESTGATE BAPTIST CHURCH
B-(TL) B-(TL) B-(TL) B-(TL)
GENERAL DATA - 1 - - 3 4- - 6 -
All Spans Simple Support?? : NO
Spans Length ft : 4.00 4.00 4.00 8.00
End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin
Beam Width in : 1.500 1.500 1.500 1:500
Beam Depth in : 5.50 5.50 5.50 7.25
CALCULATED VALUES -OK- 'OK- -OK- -OK-
Pb-Modified Allow. psi : 1546.8 1546.8 1546.8 1546.8
fb-Actual. psi : 269.8 269.8 269.8 621.0
F'v-Modified Allow. psi : 207.0 207.0 207.0 207.0
fv(actual)* 1.5 psi : 23.9 31.6 31.6 40.0
Moment @ Left k-in : 0.0 0.0 -2.0 0.0
Moment @ Right k-in : 0.0 -2.0 0.0 0.0
Max.Mom.@ Mid-Span k-in : 2.0 1.1 1.1 8.2
X-Dist ft : 2.00 1.49 2.51 4.00
Shears: Left k : 0.17 0.13 0.21 0.34
Right k : -0.17 -0.21 -0.13 -0.34
Reaction @ Left DL k : 0.07 0.05 0.17 0.14
LL k : 0.10 0.07 0.25 0.20
Total k : 0.17 0.13 0.42 0.34
Reaction @ Right DL k : 0.07 0.17 0.05 0.14
. LL k : 0.10 0.25 0.07 0.20
Total k : 0.17 0.42 0.13 0.34
Max.Defl.@ Mid Span in : -0.015 -0.006 -0.006 -0.103
X-Dist ft : 2.00 1.68 2.32 4.00
DESIGN DATA
Le:Unsupported Length ft : 0.00 0.00 0.00 0.00
Fb:Basic Allowable psi : 1345M 1345.0 1345.0 1345.0
Fv:Basic Allowable psi : 180.0 180.0 180.0 180.0
Elastic Modulus ksi : 1600 1600 1600 1600
Load Duration Factor 1.15 1.15 1.15 1.15
APPLIED LOADS
Use Live Load on This Span ? Yes Yes Yes Yes
Uniform DL plf : 35.0 35.0 35.0 35.0
LL plf : 50.0 50.0 50.0 50.0
QUERY VALUES
Location ft : 0.00 0:00 0.00 0.00
Shear N : 0.17 0:13 0.21 0.34
Moment k-in : -0.00 0:00 -2.04 -0.00
Deflection in : 0.000 0.000 0.000 0.000
•
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Va AR?Irl 1Qft1-A5 FAIFRCAI r Bruce W.Kenny.KW060914SL-A
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SAFETY BEAM RED'D.PER OSHA 1823.502 TOP GUIDE RAIL BRACKET TO
PROVIDED a INSTALLED BY OTHERS,ASI
BE INSTALLED AS REO'D.ABOVE
DIRECTED BY THYSSENKRUPP FIELD OFFICEFINISHED FLOOR IN OVERHEAD. - -
• DESIGN LOAD=5000 LBS.STA,IC.NOT IMPACT) SUPPORT TO BE PROVIDED BY
hGENERAL CONTRACTOR.
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MAXIMUM
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FLOOR-FLOOR TRAVEL I SPACING=1541
1.2 13'G
NETTRAVEL' .13.0'.. .. .. I .. .. ..
1 TOP O.T. • 7' ,.�.. ..
BOTTOM O.T. • 101
.. ...._.._..... TOTAL TRAVEL 11.•1..
NOTE:IF DISTANCE BETWEEN
FLOOR LEVELS EXCEEDS
MAXIMUM,AN ADDITIONAL GUIDE I ..vo
RAIL BRACKET MUST BE�L ( 2
. - PROVIDED MIOWAV. 1 1�
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PRIMARY FIRE SERVICE 6 g I
LOCATED AT FLR 1 I
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1
NORDLING - Proj. No.: 12-232
ESTGATE BABTIST CHURCH
STRUCTURAL WELEVATOR
ENGINEERS, LLC WESTGATE BABTIST CHURCH
6775 SW 111th,Suite 200•Beaverton OR,97008 ' Date: JUN 2012 By: JEN Sheet No.: C Co