Specifications 80 .ta 62ofo -0014 L
Jul. 8. 2010 3 :03PM NORDLING STRUCTURAL ENGINEERS No.3902 P. 2/7
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STRUCTURAL CALCULATIONS
FOR
WESTGATE GATE BAPTIST CHURCH
12930 SW SCHOLLS FERRY RD
TIGARD, OR 97223
In. w FOLDING PARTITION WALL --
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toe y FRO,c FSSi FO P2.0(0- Co 10?
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12,187 City of Tigard
• A•• roved Plans
OREGON B ! Date 7t( (C
°yti F Novo `%* 107 30
EXPIRES: 12/31/10 L i
REVISION
OFFICE COPY
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Contents
Detail A Dl
Contact person: John E Nordling, PE Calculations C I - C4
• NORDLING Proi. No.. 10 -180
STRUCTURAL WESTGATE BAPTIST CITORCH
FOLDING PARTITION WALLS
ENGINEERS,.LLC INTERIOR TECHNOLOGY
2196 Sw 111th. Suke 200 Beaverton o ,17002 Date: AIL 2010 By: JEN Sheet No.: COVER
Jul. 8. 2010 3 :03PM NOROLING STRUCTURAL ENGINEERS No.3902 P. 3/7
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THE NOTED GL BEAM HAS BEEN -- _.t_______
DESIGNED er OTHERS (E.O.R.) ill
FOR STRUCTURAL SUPPORT. 1 �,, ,"_ _ 1
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E.O.R.
THE .R. MUST VERIFY THE
NOTED CONNECTION / WEIGHTS ` t °� 'f�I COUPLER NUT 'HI ARE ACCEPTABLE IN REGARDS ' t 1111
TO THE GL BEAM SHOUIN.
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HANGER BRACKET BY -_ NUT TOP BOTTOM
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CONTINUOUS "I1 TRACK ` O -`
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FOLDING PARTITION WALL \ �. ` oD r FRDfiF ��
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WEIGHTS
CLOSED 60 pi OREGON
4 , CONNECTION � �°�I1. STACK 500 pIt �Dy4,� + • • ,o.
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EXPIRES: 12 / 31 110
N®RDLTNG Proj. No.: 10 -180
T WESTGATE BAPTIST CHURCH
i ir STRUCTURAL FOLDING PARTITION WALLS
_._....__. _._... ENGINEERS, LLC INTERIOR TECHNOLOGY
6775 SW 1111x,, $W 200 aoarrtrton OR. 97008 Date: JUL 2010 By: JEN Sheet No.: DI
Jul. 0, 2010 3 :04PM NORDLING STRUCTURAL ENGINEERS No•3902 P. 4/7
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Installation Height Weight Line Total ; :' F i `; (^ 1 ;,
Width Load Weight Size 3/8" 0
Penetration 2,5"
31` -2" 8 -) 1" 7psf 62_pif I,945 lbs 1Vithdrawl 305 lbs /in
Stack Depth 4' -O" W' 686 lbs /En
# Stack Rails 1 Stack Line Load 486 p ft'
Support . Spacing 9 Support Load 365 lbs Quantity 2
Tension 365 lbs
Unit 0.27 < 1 -ok-
Rod 3/8 " 0
j Grade A36 -N
Area 0.11 in
Pt 19.1 ksi
lv 9.9 ksi
T 2.11 k
V 1.09 k
T V No.: 2
365 0
0.087 0.000 0.087
_ 2, 110 1,093
—' ' NORDLING Proj. No.' 10 -180
5 - ,�` STRUCTURAL WESTGATE BAPTIST CHURCH
FOLDING PARTITION WALLS
i =' ENGINEERS L LC INTERIOR TECHNOLOGY
6775 SW 11 r tn, Suit° 200 • floovcrton OR, 97003 Date: JUL 2010 By- JEN . Sheet No.: CI
Jul. 8. 2010 3:04PM NOROLING STRUCTURAL ENGINEERS No.3902 P. 5/7
El. _TRACK
i pre■ ir■ 2 r. mui mu i m 5 mil iii rA I • . SECTION PROPERTIES
i ' Area : 1.325
Bounding Box X : 2.125 :: 2.125
Y : 0.873 :: 1.212
1
XX Y"1
Moment of Inertia : 0.838 : : 1 . 590
1 Section Modulus 0.691 :: 0.748
Radius of Gyration : 0.795 : : 1 . 095
4 I 1 I 1 I 1 I I VA 11 PA
IIIIIINIP■AVAIII0% C■IN II r • II 2 ril 51■A
P: 3(:)D Ibe
Ws 62 plf
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93 93 '.:#2iiiWg 183 183 .!
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I:PP:A:Si . 1 : 2.111111111ME . a;:2;:alk :-...,,, ma
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0.00 . !i:t: - J.ftiY. - 1 0 Kamm ottowilu 0.00
al '''':, Mil aoo FM aoo ow aoo ! 'a 0.00
aoo :-.Ti±'r 1 0.00 .n.I. .. 0. i I .•_:_ VI i 0.00
1: 71 . . .t. INEW11111111
_ psi „,....:......; . " psi . ..4 , , 0 •
f 1 1,211 pi < 2). kgd 1 2 1,188 psi < 21.6 k61 :
1----- ---- NORDLING PrOj. No.: 10-180
WESTOATE 13APTIST CHURCH
1 15c STRUCTURAL FOLDING PARTMON WALLS
I ; ENGINEERS LLC INTERIOR TECHNOLOGY
L.__ _......._______,
s1711 SW 11 ach, Suite 200 • Raavertort 012, 47008 Date: 3 2010 By: JBN Sheet No.: C2
-
Jul. 8. 2010 3 :04PM NOROLING STRUCTURAL ENGINEERS No.3902 P. 6/7
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2005 ASCIE 7 Standard
Location 49 33.95" N Ss and S1 =Mapped Spectral Ac eteiatlon Values
122°48'36.43" W 12930 SW Scholia Ferry Rd, Portland, OR 97223
Ground Motion Ss 0.932 Si 0,338
Occupancy Category 11 Site Coefficients Fa 1.13
Site Class D Fv 1.72
Importance Factor 1.0
Height of Structure 25.0 ft SMS 1 * Si 1.051
SMt PP * Si 0.583
Design Category (SDC) D
SOS (213) Sacs 0,700
Sot (213) SMI 0.388
Interior ttonstructurn1 Walls and Partitions Eq a' 0.214W+ 0,2 SOS W
ap LA0 R 1.50. = 0.214W +0.20 * 0.700 W
l A 0.214W +0.140 W
0.4. ....r. +2 W:W &htofUnit
F ,v /
�, n ... r
x= 25.0 ft AS»
Pe = 0,56 WP -> * 0.7 0.392
z= 8.0 ft
FP= 0.31 Wp > * 0.7 0,214
FP MIN = 0.3 Sus IP WP
0,210 WP -> * 0.7 0.147
FP MAX = 1.6 Sos IP Wi
= 1.12 WP > 0.7 0.784
i
I
iTili NORDLING Proj. No.: 10 -180
STRUCTURAL o � �rlrSo CHURCH
z
'4 1:3, -: ENGINEERS, LLC
INTERIOR r>?clrrror ocY
�� ~ 6795 SW 1 1 it. Suite 200 • 13°avertan OR, WOOS Date: JUL 2010 By:_1EN Sheet No.: C3
Jul. 8. 2010 3 :041V NORDLING STRUCTURAL ENGINEERS No.3902 P. 7/7
I
P max 186 lbs Rod 3/8 " 0
• 1 ..� `1. . Seismic 0.214 W Grade A36 -'1N1
1
f Xi'. 0.31 in
V 40 lbs A tsl 0,07 in
. -1 -- '';-.1 M 12 ft -1bs S m
0.003
�'__ .
t M 145 in -lbs Fy 36.0 lad
!! "" ! ! M 73 in lbs /bolt 1~t 19.1 ksi
f I l'i _ Fy 9.9 ksi
Spacing 4.5 in Allo'Q able Loads
'e 1 T m 32 lhs T 1 .41 k
r t Ofd Ibs T 93 lbs V 0,73 k
;, M 81,7 in -lbs
i . , w ` i�:I, T Max 125 lbs Unity
TMin 61 lb& T V M
rah. V 20 Ibs Ibs Ibs in -ibs
125 20 72.6
0,089 0,027 0.889
.-� 1,413 732 81.7
T&V 0.116 < 1 -ok-
186 Has ` &M 0.977 < 1 -ok
•
r- --- ._... ._ NORDLING Proj. No.: 10 -180 •
1115 CI STRUCTURAL WESTGATE BAPTIST CHURCH
FOLD1NG PARTITION WALLS
ENGINEERS, LLC TNNITBRTOR TECHNOLOGY
8975 SW 111th. Sulu, 240 Roavcrtvn OR, 97008 Date: JUL 2010 By: IEN Sheet No.: C4