Specifications t • ou p6.760i- Oc5E-
A B H
STRUCTURAL ENGINEERS
1640 NW Johnson St.
Portland, OR 97209
Tel 503.243.6682
. 'f-` Fax 503.243.6622
www.abht- structural.com
July 16, 2007
Mr. Eric Faber
ES &A SIGN AND AWNING
1210 Oakpatch Road
Eugene, Oregon 97402
RE: Dick's Sporting Goods Awnings
Dear Eric,
Please see the attached calculation sheets 1 through 11 dated July 16, 2007, which verify the
adequacy of the Dick's Sporting Goods Awnings to be located at Washington Square Mall in
Tigard, OR and as shown on the attached details P1 through D2 dated July 16, 2007.
Please call if you have any questions or require further information.
Sincerely,
7 e -- -
Randall S. Toma, P.E., S.E.
Principal
[ k: \projects \2007\21007 \ca l c lette r. d o c]
ary ®
. i L- T1 `0���pR
Condition* Append... 5 QED �f�
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asessass �w 11 0 / 1253
W4 , u. I1mr - .
OFtEGON
'Q J O 01' �ir
94
° ALL S•
I EXPIRES: 06 -30- o3
OFFICE COPY
PROJECT NOTES:
1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER
IF DISCREPANCIES EXIST.
2. AWNING MANUFCATURER TO VERIFY ALL AWNING DIMENSIONS.
3. ALL ALUMINUM MEMBERS TO BE GRADE 6061 -T6.
4. ALL ALUMINUM WELDS TO UTILIZE 5556 ALLOY UNLESS NOTED OTHERWISE.
5. WELD ALL ALUMINUM MEMBERS TOGETHER WITH 1/8" FILLET, BUTT, OR
FLARE BEVEL WELDS ALL AROUND.
6. PROVIDE SEPARATION BARRIER BETWEEN ALL DISSIMILAR MATERIALS.
7. ALL EXPOSED STEEL SHALL BE ADEQUATELY PROTECTED FROM CORROSION.
8. 4x6 WOOD BLK'G SHALL BE ATTACHED TO THE (E) METAL STUDS w/ (2) ROWS OF
(3) #12 SCREWS BY 3" LONG END SCREWS ((6) TOTAL SCREWS).
4x10 WOOD BLK'G SHALL BE ATTACHED TO THE (E) METAL STUDS w/ (2) ROWS OF
(3) #12 SCREWS BY 3" LONG SCREWS AT TOP AND BOTTOM. SCREWS SHALL BE
SPACED 1" APART AS TOP AND BOTTOM TOE SCREWS OR PLACED 2" FROM TOP
AND BOTTOM AS END SCREWS. (2) #12 BY 3" TOE SCREWS 2" ON CENTER SHALL
ALSO BE PLACED ON THE INSIDE VERTICAL FACE OF THE 4x10 WOOD BLK'G TO THE
METAL STUD. A TOTAL OF (8) #12 SCREWS IS REQUIRED PER BLK'G PIECE.
9. A TOTAL OF (20) 1/2 "0 LAG SCREWS w/ 1 "0x1/8" THICK WALL ALUMINUM SLEEVES
SHALL BE INSTALLED FOR EA. APPROXIMATE 11-0" LONG AWNING. (26) LAGS TO BE
PLACED ON THE TOP OF THE AWNING AND (2) LAGS ON THE BOTTOM AT EA. END.
•% I•.
PROFF
5 �, s
< i 5
OREGON
4/ ti
, P r 9 IS) P
« s ° � PROJECT NOTES
EXPIRES 6 -30 -08 1
A B H T DICK'S SPORTING GOODS ES &A PROJECT #: 21007 DETAIL #:
OTRRCTURAL 111101
1640 NW JOHNSON STREET AWNINGS SIGN &AWNING REV. P
PORTLAND, OR 97209
Tel 503.243.6682 WASHINGTON SQUARE MALL 1210 OAK PATCH RD.
Fax 503.243.6622
www.abht - structural.com TIGARD, OREGON EUGENE, OREGON 97402 SCALE: NTS DATE: 7.16.07
(E) 8" 16 GA. - - - - -\\ /— (E) BRICK VENEER
METAL STUDS . w/ AIR GAP
1 ' , i BACK VERTICALS AT 16 1/2" o.c. w/
% I - j._. (2) 1/2 "0 LAGS SPACED AS SHOWN
\ \ \
h
4 A
;,- ---11r—
\ l .._.._......____....._ / ALL MEMBERS OF FRAME
TO BE HSS 2x2x1/8
4x10 DFL #2 WOOD
BLK'G PLACED BETWEEN \ 1 \
METAL STUDS AS SHOWN '\ 09
REF. PROJECT NOTE #8 C
ON SHEET P1 FOR \ � V '9.0�� 4,
ATTACHMENT TO METAL _
STUDS. O� - 5 7 0 °
\\ c1. J�
1/2"0 LAGS w/' MIN. 2 1/2" , O� P
PENETRATION INTO WOOD
BLK'G AND PLACED ` O �
F.j,� �
THROUGH 1"0 BY 1/8" WALL 0 0
ALUMINUM SLEEVE
BOT. HORIZ. AT (4) EQ. SPACES
1 DI \X
APPROX. 33" ON CENTER
.% 1 •.
'\ ��EO PROFe / 2 - /
� c, � a NOTE:
..... //N._ REF. PROJECT NOTES
ON SHEET P1.
,OREGON G �
t �►� SECTION THROUGH MIDDLE OF AWNING
9N �9L1 s �p
EXPIRES 6-30- 08 1
A B H T DICK'S SPORTING GOODS ES &A PROJECT #: 21007 SHEET NO:
STRUCTURAL ■ROIRSRRS
1640 NW JOHNSON STREET AWNINGS SIGN & AWNING REV. D1
PORTLAND, OR 97209
Tel 503.243.6682 WASHINGTON SQUARE MALL 1210 OAK PATCH RD.
Fax 503.243.6622
www.abht- structural.cam TIGARD, OREGON EUGENE, OREGON 97402 SCALE: 1 " =1' -0" DATE: 7.16.07
(E) 8" 16 GA.—, / _ - (E) BRICK VENEER
METAL STUDS `\ i. w/ AIR GAP
7
A
/ \
/ /LJ
t() / to
V L J
k;
4x10 DFL #2 VOOD / ALL MEMBERS OF FRAME
BLK'G PLACED BETWEEN/ TO BE HSS 2x2x1/8
METAL STUDS AS SHOWN/
REF. PROJECT NOTE #8
ON SHEET P1 FOR :
ATTACHMEN TO METAL /
STUDS / _
c
/ 4x6 DFL #2 WOOD BLK'G
/ PLACED BETWEEN METAL
STUDS AT END OF AWNING
REF. PROJECT NOTE #8 ON
SHEET P1 FOR ATTACHMENT
TO METAL STUDS
11 v' _, 1/2 "0 LAGS w/ MIN. 2 1/2"
/ PENETRATION INTO WOOD BLK'G
AND PLACED THROUGH 1 "0 BY
1/8" WALL ALUMINUM SLEEVE
' ,11111 7 //-
\ IL JI
X
< v >
y1ttft / 4' -0°
/
� O PROFE
,s , \\ c, I Ne °4 / 4'-6" /
NOTE:
REF. PROJECT NOTES
�
�R 9GO ON SHEET P1.
9NO9`` S - SECTION AT AWNING END
EXPIRES 6 -30 -08 I
A B H T DICK'S SPORTING GOODS ES &A PROJECT #: 21007 SHEET NO:
BTRUCTYRAL 8R01
1640 NW JOHNSON STREET AWNINGS SIGN & AWNING REV. D2
PORTLAND, OR 97209
Tel 503.243.6682 WASHINGTON SQUARE MALL 1210 OAK PATCH RD.
Fax 503.243.6622
www.abht- structural.com TIGARD, OREGON EUGENE, OREGON 97402 SCALE: 1 " =1' -0" DATE: 7.16.07
, Project Job No.
Client Location 2 .106/
1
ABHT
Designed by Date /) .' • /t 1J Page of I ( STRUCTURAL ENGINEERS
Sheet description `
VirelotierUia I QPQYj T120q'Ll11.
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ABHT Structural Engineers July 12, 2007
Randall 10:23 PM
untitled.r2d
'JGII
Company : ABHT Structural Engineers July 12, 2007
Designer : Randall 10:26 PM
Job Number : Checked By:
. ' Materials (General)
Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress
(ksi) (ksi) Ratio (per 10 1 '5 F) (k /ft ^3) (ksi)
ALUMINUM 1 10100 11154 .3 I .65 I .165 35
Sections
Section Database Material Area SA SA I (90,270) I (0,180)
Label Shape Label (in) ^2 J0,180) (90,270) (in ^4) (in ^4)
SEC1 1 HSS2X2X2 ALUMINUM 1 .841 1.2 1.2 I .487 1 .487
SEC2 I I ALUMINUM I 1 1 1.2 1 1.2 1 1 I 1
SEC3 j 1 ALUMINUM 1 1 1 1.2 1 1.2 1 1 1 1
Joint Coordinates
Joint Label X Coordinate Y Coordinate Joint Temperature
(ft) (ft) (F)
N1 0 0 0
N2 0 4.94 j 0
N3 0 J 5.42 0
N4 4.17 0 0
N5 4.41 -.31 0
Member Data
Shape / Material Phys End Releases End Offsets Inactive
Member Label I Joint J Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length
(degrees)_ Set TOM AVM AVM (in) (in) (ft)
M1 N1 1 N3 r SEC1 ALUMIN... Y 1 1 1 __ j _ 5.42
M2 1 N3 N5 1 SEC1 ALUMIN... Y I 1 1 11 7231
M3 1 N1 J N4 1 1 SEC1 1ALUMIN... Y 1 PIN 1 PIN 1 I 4.17
Boundary Conditions
Joint Label X Translation Y Translation Rotation
(k/in) (k/in) (k- ft/rad)
N1 Reaction Reaction 1
N2 Reaction Reaction 1
Basic Load Case Data
BLC No. Basic Load Case Category Category Gravity Load Type Totals
Description Code Description X Y Joint Point Direct Dist.
1 snow None 1 1
2 1 wind 1 None 2
Member Direct Distributed Loads. Category : None, BLC 1 : snow
Member Label Direction Start Magnitude End Magnitude Start Location End Location
(k /ft, F) (k /ft, f) (ft or %) (ft or %)
M2 1 Y -.015 -.012 0 0
Member Direct Distributed Loads, Category : None, BLC 2 : wind
Member Label Direction Start Magnitude End Magnitude Start Location End Location
(k /ft, F) (k /ft, F) (ft or %) (ft or %)
1 M2 Y .014 .014 0 0
M2 1 X 1 .019 1 .019 1 0 1 0
Load Combinations
Num Description Env WS PD CD BLC - __ - Factor BLC Factor BLC Factor BLC Factor
L 1 snow J y r 1 I 1 2.75 _1
f 1 1 I
RISA -2D Basic Version 5.5 [ K: \Projects\2007\21007 \frame.r2d] Page 1
1 .4 0 1 ) «
Company : ABHT Structural Engineers July 12, 2007
Designer : Randall 10:26 PM
Job Number : Checked By:
Load Combinations (continued)
• Num Description Env WS PD CD BLC Factor BLC Factor BLC Factor BLC Factor
1 2 wind Y Y I - 1- 2 1 2.751
1 I 1 -- - - - -- -
1 1 1
Reactions, By Combination
LC Joint Label X Force Y Force Moment
(k) (k) (k -ft)
1 N1 .115 0 0
1 1 N2 -.115 ! .268 0
1 Totals: 0 .268
1 COG (ft): X: 2.123 Y: 2.661
1 2 N1 -.307 0 1 0 1
1 2 1 N2 -.071 1 -.278 1 0
2 Totals: -.378 -.278
-2 , COG (ft): X: 2.205 Y: 2.555
Joint Displacements, By Combination
LC Joint Label X Translation Y Translation Rotation
(in) (in) (radians)
1 N1 0 0 2.382e -3
1 1 N2 0 1 0 -4.778e-3
1 N3 .031 0 - 5.848e -3
1 N4 0 -.027 6.45e -3
1 N5 .023 -.008 6.444e -3
2 N1 0 0 - 4.155e -3
2 N2 I 0 0 8.335e -3
2 1 N3 -.056 0 1.112e -2
2 1 N4
.002 .046 f - 1.664e -2
2 N5 -.06 -.002 - 1.663e -2
Member Section Forces, By Combination
LC Member Label Section Axial Shear Moment
(k_0 (k) (k -ft)
1 M1 1 0 -.02 0
2 0 -.02 .027
j 3 0 -.02 .054
4 0 ! -.02 .081
5 .268 .095 .053
1 M2 1 1 -.271 .088 1 .053
_ 2 -.213 .044 1 -.066
3 -.159 .002 -.107
4 -.107 1 -.038 1 -.073 1
5 j 0 1 0 0 1
1 1 M3 1 .095 0 0
2 .095 0 0
3 i .095 1 0 0
j 4 1 .095 1 0 0
5 .095 0 1 0
2 1 M1 1 0 .035 0
2 1 0 .035 -.047
3 1 0 1 .035 -.095
' I_ 4 0 1 .035 -.142
j 5 -.278 .106 1 -.224
2 M 2 1 .156 -.254 i -.224
2 1 .158 j -.137 1 .129
3 1 .161 -.019 1 .27
1 4 .163 .098 1 .199
RISA -2D Basic Version 5.5 [ K: \Projects\2007\21007 \frame.r2d] Page 2
5 o II
Company : ABHT Structural Engineers July 12, 2007
Designer : Randall 10:26 PM
Job Number : Checked By:
Member Section Forces, By Combination, (continued)
. LC Member Label Section Axial Shear Moment
(k) (k) (k -ft)_
_ 5 0 0 0
r M3 11 1 -.272 1 0 1 0
2 -.272 0 0
1 13 -.272 I 0 0
I 4 -.272 0 0
l 15 1 -.272 0 0
Member RISC ASD 9th Code Checks, By Combination
LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Message
(ft) (ft)
1 M1 .118 4.968 .018 4.968 ' H1-2
1 M2 .123 3.615 .016 0 H2 -1
1 M3 .010 0 .000 0 H1 -1
2 1 M1 1 .1917 5.42 ! .015 1 4.968 H2 -1
2 M2 .229 3.917 .035 0 H1 -1 1 _
2 M3 .012 0 .000 0 H2 -1
RISA -2D Basic Version 5.5 [ K: \Projects\2007\21007 \frame.r2d] Page 3
•
• Project Job No.
Client Location _,'-
Designed by Date Page 6 of I I STRUCTURAL ENGINEERS
Sheet description
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ABHT Structural Engineers I July 12, 2007
Randall 11:57 PM
1 bottom frame.r2d
T ll
Company : ABHT Structural Engineers July 12, 2007
Designer : Randall 11:58 PM
Job Number : Checked By:
Materials (General)
Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress
(ksi) (ksi) Ratio (per 10 ^5 F) (k /ft ^3) (ksi)
ALUNMINUM 10100 11154 I .3 .65 I .165 I 35 I
•
Sections
Section Database Material Area SA SA I (90,270) I (0,180)
Label Shape Label (in)^2 (0,180) (90,270) (in ^4) (in ^4)
L SEC1 I HSS2X2X2 I ALUNMINUM I .8 I 1.2 f 1.2 I .487 I .487
SEC2 I ALUNMINUM I 1 1.2 1.2 1 i 1
SEC3 I I ALUNMINUM 1 1 1.2 I 1.2 I 1 1
Joint Coordinates
Joint Label X Coordinate Y Coordinate Joint Temperature
(ft) (ft) (F)
L N1 0 0 0
N2 • 2.75 0 0
N3 5.5 0 0
N4 8.25 0 0
N5 11 0 0
N6 0 2.5 0
N7 2.75 2.5 0
N8 5.5 2.5 0
1_ N9 8.25 2.5 0
N10 11 2.5 0
Member Data
Shape / Material Phys End Releases End Offsets Inactive
Member Label I Joint J Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length
(degrees) _Set TOM AVM AVM (in) (in) _ (ft)
M1 N1 N5 SEC1 ALUNMI...1 Y _ F 11
M2 N6 N10 • � SEC1 IALUNMI...• Y 11
M3 _I Ni N6 SEC1 ALUNMI... Y 2.5
I M4 N2. N7 SEC1 ALUNMI.. l Y , I 1 2.5
I M5 N3 N8 SEC1 ALUNMI... Y II 2.5
I M6 N4 N9 SEC1 ALUNMI... Y r l 2.5
M7 N5 N10 SEC1 IALUNMI... Y 1 _ 1 I 2.5 1
Boundary Conditions
Joint Label X Translation Y Translation Rotation
(k/in) (k/in) (k- ft/rad)
N1 Reaction Reaction L
I N5 • I 1 Reaction I.
Basic Load Case Data
BLC No. Basic Load Case Category Category Gravity Load Type Totals .
De scription Code Description X Y Joint Point Direct Dist.
1 wind None _ 5
Joint Loads /Enforced Displacements, Category : None, BLC 1 : wind
Joint Label [L]oad or Direction Magnitude
[D]isplacement (k, k -ft, in, rad)
N6 1 L Y _ -.136
N7 L Y I -.272
N8 L Y I -.272
1 N9 L Y I -.272
N10 L Y I -.136
RISA -2D Basic Version 5.5 [K: \Projects\2007\23407 \bottom frame.r2d] Page 1
1 ere u
Company : ABHT Structural Engineers July 12, 2007
Designer : Randall 11:58 PM
Job Number : Checked By:
Load Combinations
Num Description Env WS PD CD BLC Factor BLC Factor BLC Factor BLC Factor
1 wind 1 I_y l 1 -
l
Reactions, By Combination
LC Joint Label X Force Y Force Moment
(k) (k) (k-ft)
j 1 N1 I 0 .544 I 0
1 1 1 N5 I 0 I .544 i 0
1 Totals: 0 1.088
1 COG (ft) X: 5.5 Y: 2.5
Joint Displacements, By Combination
LC Joint Label X Translation Y Translation Rotation
(in) (in) (radians)
1 N1 1 0 0 - 3.724e -3
1 N2 0 -.255 -4.081e-3
1 1 N3 .003 -.364 0
1 N4 .005 -.255 4.081e-3
1 N5 .006 0 3.724e -3
1 N6 .006 -.001 - 3.706e -3
1 N7 .005 -.255 - 4.072e -3
1 1 N8 1 .003 r -.364 0
1 N9 1 0 -.255 _I 4.072e -3
1 N10 , 0 -.001 3.706e -3
Member Section Forces, By Combination
LC Member Label Section Axial Shear Moment
(k) (k) (k -ft)
1 M1 1 -.228 .204 1 .285
2 -.483 .068 .043
3 -.483 -.068 -.144
1 4 1 -.228 -.204 1 -.276
1 1 M2 1 1 .228 .204 1 .285
2 .483 .068 .043
3 .483 -.068 -.144
4 .228 -.204 I_ -.276
5 .228 -.204 1 .285
1 M3 1 1 .34 -.228 -.285
2 .34 -.228 -.143
1 . 3 1 .34 -.228 0
1 4 .34 -.228 .142
5 .34 -.228 .285
F1 M4 , 1 .136 -.255 -.319
2 1 .136 -.255 I -.16
3 1 .136 1 -.255 0
4 .136 -.255 .159
5 1 .136 1 -.255 .319
1 M5 1 1 1 .136 0 0
• 1 2 1 .136 1 0 0
3 1 .136 1 0 0
4 .136 0 0
5 1 .136 0 0
1 1 M6 1 1 1 .136 .255 .319
_ J 2 1 .136 I .255 .16
RISA -2D Basic Version 5.5 [K: \Projects\2007\23407 \bottom frame.r2d] Page 2
/a ee I(
Company : ABHT Structural Engineers July 12, 2007
Designer : Randall 11:58 PM
Job Number : Checked By:
Member Section Forces, By Combination, (continued)
LC Member Label Section Axial Shear Moment
3 (k) (k) (k-ft)
.136 .255 0
I 4 1 .136 .255 -.159
i 5 I .136 1 .255 -.319
1 M7 I 1 I .34 .228 .285
I 2 I .34 .228 .143
I 3 I .34 .228 0
1 4 .34 1 .228 -.142
5 .34 .228 n -.285
Member AISC ASD 9th Code Checks, By Combination
LC Member Label Code Chk Loc Shear Chk Loc ASD Eqn. Message
(ft) f
1 M1 .261 0 .028 1 H2 -1
1 1 M2 .351 5.5 1 .028 1 0 H1 -1
1 M3 .243 0 I .032 1 0 H1 -2
1 1 M4 .261 0 .035 I 0 H1 -2
1 M5 .007 0 .000 0 H1 -1
1 M6 .261 1 0 I .035 1 0 1 H1-2
1 1 M7 .243 0 I .032 0 H1-2
RISA -2D Basic Version 5.5 [K: \Projects12007\23407 \bottom frame.r2d] Page 3
. i
- - - • Project Job No.
Client Location Ea 100 L...._1
Ilin: i ( T
Designed by Date Page 1 1 of 1‘
STRUCTURAL ENGINEERS
Sheet description
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