Plans j 14, 1 020p__ - lvec.
1
AE3 H T
' STRUCTURAL ENGINEERS
224 NW 1 3 'h Ave., Suite 325
Portland, OR 97209
Tel 503.243.6682
Fax 503.243.6622
www.abht - structural.com
November 15, 2005
Mr. J.P. Jones
ES &A SIGN AND AWNING
1210 Oakpatch Road
Eugene, Oregon 97402
RE: Sephora Awning
Dear J.P.:
Please see the attached calculation sheets 1 through 3 dated November 15, 2005, which
verifies the adequacy of the Sephora fabric awning to be placed at the Washington Square Mall
in Tigard, OR and as shown on sketch #1 dated November 14, 2005.
Please call if you have any questions or require further information.
Sincerely,
Al
Randall S. Toma, P.E., S.E. � c;'r
Principal ,� , 0 ' F li Off f ,
d, r ti
r ] 253 7--
[k:\projects12005 \48405 \calcletter.doc] F,, ,± / i S 7
OREGON r"
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IIXPiRES: 06 -30- o j
-"-
NOTES: •
1. AWNING MANUFACTURER TO VERIFY
VERTICAL STRUCTURAL ALL AWNING DIMENSIONS.
SUPPORT AT APPROX. Fri
5' -6" o.c. BY OTHERS 2. CONTRACTOR TO VERIFY ALL FIELD
REF. NOTE #7 FOR FORCES 5' -6" FABRIC AWNING FRAME CONDITIONS AND NOTIFY ENGINEER
INDUCED ON EA. VERTICAL IF DISCREPANCIES EXIST.
SUPPORT BY AWNING
6" � •
2•.\ 3. ALL ALUMINUM MEMBERS TO BE
2"\ • HSS 2x2x1/8 AWNING GRADE 6061-T6.
F MEMBER
@ APPROX. 2'-9" o.c. 4. ALL ALUMINUM WELDS TO UTILIZE
PLACED IN LINE AND 5556 ALUMINUM FILLER ALLOY.
BETWEEN VERTICAL
SUPPORTS 5. WELD ALL ADJOINING ALUMINUM
HSS 2x2x1/8 AWNING b MEMBERS TOGETHER w/ FILLER,
FRAMING MEMBER @ r FLARE BEVEL, OR BUTT WELDS
APPROX. 5-6" o.c. TO ALL AROUND.
ALIGN wNERTICAL
SUPPORTS 6. PROVIDE SEPARATION BARRIER
BETWEEN ALL ALUMINUM AND STEEL
2 „\ IL SURFACES WHERE APPLICABLE.
2' •
4"\,/ : • 7. AWNING FORCES INDUCED ON
(3) 5/16"-24 HILT! KWIK STRUCTURAL SUPPORT BY OTHERS:
FLEX SCREWS AT TOP SNOW LOAD CASE:
AND BOTTOM (TOTAL (6) HSS 2x2x1/8 CONT.,
FASTENERS) AT EA. 4 t TYP (3) PLACES AXIAL MOMENT
= 0.980 KIPS (COMPRESSION)
VERTICAL SUPPORT
WIND UPLIFT CASE:
MOMENT = 1.79 K -FT
AXIAL = 0.650 KIPS (COMPRESSION)
1 SECTION AT AWNING FRAMING
NOT TO SCALE
ABHT Project SEPHORA AWNING Job No.
Client ES &A SIGN AND AWNING Location TIGARD, OR 48405
STRUCTURAL ENGINEERS Designed by D ate Page of
224 NW 13th St., Suite. 325 - Portland, OR 97209 RST 11 -15 -05 1 1
Tel 503.243.6682 - Fax 503.243.6622
Sheet description
www.abht- structural.com
• Protect - - - -- - - -- Job No.
Pil►3.l t P.16,
Client Location �• 4 ABHT
Designed by 060 .1 Date
1% �� 05 Page t of STRUCTURAL ENGINEERS
Sheet description
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ABHT
Designed by Date Page Z yj STRUCTURAL ENGINEERS
Sheet description
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Designed by Date Page of H
STRUCTURAL ENGINEERS
Sheet description
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l' Graphic presentation only.
Please see your representative
for actual color and material samples.
Presentation for:
5-6" 32' -8 1/16" '
I III SEPHORA
1
TIGARD, WASHINGTON SO RD.
TIGARD, D, OR 97223
Drawing Number:
c a ts= 3391 -A -02- JF
in
St S E P H 0 R A a 3
`° 3
Date of anginal drawing:
N 9/30/05
c o
M CV
S ales: Design:
Scale: 1/4" =1' I SS BL
a
l\
z - o— Client Approval
I ,I > --- ~ m - \ Includes Colors, Spelling, Artwork
REC E ! `� Manufacture & install (1) One 3 -Point storefront awning ° is o -�"
Finial Detail
ao 6 u r7 o
.
NOV 16 2005 Frame 2" x 2" aluminum square tube, open ends and bottom, paint frame black
B U u- v) --) r, Please initial:
2" Diameter
Note Add decorative 2" diameter 1/4" thick FCO finials (Qty. 2) painted Black Please date:
CITY OF TIGFt, 1/4" FCO alum. Fabric Black Sunbrella
Painted Black Graphics Painted white logo
Install Attach to storefront our bid is from wall out) llensreo
BUILDING DIVISION R VERIFY Installation, location dime construction OFFICE COPY
n
IIt119l05: i ncrease overall sire, change to Min!
II-
awning system
2" x 2" x .125"
. ;� 'I rpical 4 -point awning detail — aluminum sq tube
• \ (fuNy welded)
+ NO VISUAL BOLTS, from to stretched tight
S E P H 0 R A
MINIMAL FRAMING
MEMBERS Fax 541.485.5546
- * . \ ' A l Fax. 541.485.5813
Fabric flap sewn
\ _ J in with cord that Gunwale one.
~ 1 /8 thk. Aluminum late slides into 12100akpatch Rd.
D aluminum C rail
attach w /two, 3/8 lag bolls _ Eugene, Oregon 97402
touch -up w /paint after install
+ 1/2" sell tapping This design presentation is the
tek screws reproduction are prohibited without Property of ESbA Sign And Awning Co.
♦
+ Fabric All rights to its use, altering, or
S EP H 0 R A 2" x 2" x .125" aluminum 2" diameter x written permission.
\ -
sq tube frame 1/4" thick finial
Lag screws, toggle bolts
or expansion bolts as
SW ;' �' -- ''� required into building
NOTE: _ stc- ` p ta i - . .
ME :-. 1111 + N engineering is required, engineered ■ r■ tie' %r OesN
Scale: 3/32 " =1 '
design supercedes this detail.
www.esasigns.com
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iS ENLARGED STOREFRONT ELEVATION
WASHINGTON SQUARE MALL
' 9329 WASHINGTON SQUARE RD, OTT
Ft \ ---;
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