Report (38) ••• •• •• • • • • .•
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520 South Matri Street tel 330.572.2100
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GPOGPOEn meeting and Architectureus`tR 253 •• fax 33CI.S72.211 l
400,
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.01" A. •f rCl csion Corporation ratios • • • • :an:0/4 1* • • www.gpdgroup.com
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Albert Shields, Permit Coordinator January30, 2018
City of Tigard, OR •• ••• ••• ••
••• • • 2016355.37
Building Department
13125 SW Hall Blvd
Tigard, OR 97223
503-718-2426 }
4 •
+ F
RE: MEC2017-00775, 11701 SW PACIFIC — Starbucks FF w ,;_
Revision No. 3
to
DOCUMENTS
for
PACIFIC HWY&78TH
Starbucks
11707 SW Pacific Hwy
Tigard, OR 97223
January 30th 2018
A. The original permitting documents for the above referenced project are hereby amended as
noted in Revision No. 3.
B. This Revision supersedes and takes precedence over information provided prior to the date of
this Revision.
C. This Revision includes one(1) 22"x 34" set of drawings.
D. This Revision includes work to Structural,Architectural, &Mechanical.
DRAWING REVISIONS:
1. Sheet S-1101
a. Foundation plan updated to clarify existing moment frame along gridline C to
remain (previously it was to be removed and replaced with a new moment frame).
New moment frame members removed from plan including columns and footings.
New footing and column added at grid intersection 3/C to carry the gravity loads at
this corner. Notes clarified for existing columns now to remain. Entry along gridline
C was shifted adjacent to existing column along with the associated slab
depression.
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Starbucks: Pacific Hwy & 78th Revision 2 • •• •• • • ••'January 30, 2018
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2. Sheet S-1501 • •
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a. Gravity support along gridline 1 modiOed: Qxis:at 0844 r$nlain, new column
will now support existing beam at ne0 loeS$on,'an8 the storefront/canopy beams
were decreased in size for the reduced loading. Existing moment frame along
gridline C restored — new moment frame beam removed and replaced with a short
gravity support member between gridlines 2 and 3. Existing beam along gridline 2
modified to remain and supporting new beam below updated to a wide flange. New
details 12/S-5002, 9/S-5004 and 10/S-5004 were added to clarify the new
conditions.
3. Sheet S-5002
a. Detail 12/S-5002 added to clarify the condition at the existing trusses in relation to
the new beam below.
4. Sheet S-5003
a. Detail 2/S-5003 updated for new support condition of existing beam to remain @
grid 2. Detail 6/S-5003 clarified for new column conditions. Details 7/S-5003 and
8/S-5003 updated for new beam sizes and existing beam conditions.
5. Sheet S-5004
a. Detail 6/S-5004 updated for new beam size @ canopy along gridline 1. Detail 8/S-
5004 updated for new beam to existing column connection at gridline 2/C. Detail
9/S-5004 added to show new column to existing beam connection along gridline 1.
Detail 10/S-5004 added to show new canopy condition along gridline C.
6. Sheet A-1103
a. Existing columns are now to remain. See Structural Sheets.
7. A-2001
a. Storefront modification due to existing columns that will remain.
8. A-3001
a. Verification of existing roof trusses during demolition has been updated on
drawings to reflect existing conditions.
9. A-3002
a. Verification of existing roof trusses during demolition has been updated on
drawings to reflect existing conditions.
b. Ductwork has been modified to clear truss.
10. A-3003
a. Verification of existing roof trusses during demolition has been updated on
drawings to reflect existing conditions.
b. Ductwork has been modified to clear truss.
c. Existing beams have been verified in field, drawings now show that condition. New
beam per structural.
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Starbucks: Pacific Hwy & 78th Revision 3 .•. ••• •:.January 30, 2018
11. A-5001 ••• ••• • " '" •"
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a. Details have been updated to reflect existipg aria nfi cor�ditaris.
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12. A-5003
a. New detail for existing storefront column finishing.
13. A-6001
a. Storefront modification due to existing columns that are to remain.
14. I-1101
a. Existing columns to remain.
15. I-1103
a. Storefront modification due to existing columns that are to remain.
16. I-1108
a. Storefront modification due to existing columns that are to remain.
b. Supply diffuser has moved to clear beam and wall, see sections.
17. I-1109
a. Storefront modification due to existing columns that are to remain.
b. Walk-off mat has moved with storefront door.
18. I-2101
a. Storefront modification due to existing columns that are to remain.
19. M-1101
a. Ductwork and diffusers have be moved to clear existing truss, due to truss
verification.
END OF REVISION No. 3
Sincerely,
Haley Becker
Designer
330.572.3611
GPD GROUP. � � ,� � ��' _ � � � ;�
Architects)Engineers)Planners
1, www.gpdgroup.com
Glans,Pyle,Schomer,Burns$DeHaven, . - .. 1-800-955-4731
LETTER OF TRANSMITTAL
Attention Building Permit Plan ReviewJob No 2016355.37
To City of Tigard Re Starbucks — Pacific & 78th
13125 SW Hall Blvd 11701 SW Pacific Hwy
Tigard, OR 97223 Tigard, OR 79223
503-718-2439
WE ARE SENDING YOU
® Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ® Plans ❑ Samples p 0 Specifications
❑ Copy of letter ❑ Change order ❑ Sepias ❑
COPIES DATE NO. DESCRIPTION
3 Sets of Sign/Sealed Revised sheets for Revision 3
1 Revision 3 letter
3 Structural Calculations
THESE ARE TRANSMITTED as checked below:
❑ For compliance ❑ Complies as submitted ❑ Resubmit copies for compliance
❑ For your use ❑ Complies as noted ❑ Submit copies for distribution
❑ As requested ❑ Does not comply ❑ Return corrected prints
• For review and comment ❑
❑ FOR BIDS DUE 20_ ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Please contact me at 330.572.3611 or hbecker@gpdgroup.com with any questions.
Tracking #
Copy to File Signed Haley Becker, Designer
If enclosures are not as noted,kindly notify us at once.
AKRON I ATLANTA I CLEVELAND I COLUMBUS 'DALLAS I HOUSTON I INDIANAPOLIS I MARION I PHOENIX I SEATTLE I
YOUNGSTOWN
L._
FOR OFFICE USE ONLY—SITE ADDRESS: )/70f S% e,,, , , 1
This form is recognized by most building departments in the Tri-County area for transmitting information.
Please complete this form when submitting information for plan review responses and revisions.
This form and the information it provides helps the review process and response to your project.
City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
til Transmittal Letter
111
TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: ••••.111,
t1 DATE Rtf-UWED; , i
DEPT: BUILDING DIVISION i" R 4 ,1 ,
FROM: 2.e,C ihq--tz-v---t---
COMPANY: F4 5-ier —s,,,,' -} 5 �q , <y�., :; 3frit-
PHONE: 5 c, 3 I/ 3 ' 9' 5/ By,1•--
RE: 2a 51 er e r ryt/ -.1 _ �'�.-..,�-- 15
(Site Address) (Per it Number) -6)0 z
oject name or/WIdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: Description: Copies: Description:
Additional set(s) of plans. Revisions:
Cross section(s) and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. Engineer's calculations.
Other(explain):
REMARKS: .-tXp -c(t)•,1,--1--- ?',Fete, -c:;(--,-.,4-,c•---,. s. We'if,5 ;r '
rc.ess�i
6A-IV -c'4; few S'irct r r-,
FOR OFFICE USE ONLY
Routed to Permit chnician: Date: ca..-- 6-- ) g Initials: -
Fees Due es ❑ No Fee Descripti{o�n: Amount Due:
I✓ ! ) .r rc\f - $ LK
$
$
$
Special
Instructions:
Reprint Permit (per PE): ❑ Yes ��( No t...------ ❑ Done
Applicant Notified: Date: 2i 7/1 �-' Initials: iii
1:ABuilding\Ponns\TransmittalLetter-Revisions_doc 05/25/2012