Plans (2) REVISION RECEIVED
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CITY OF TIGARD
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Approved Pla S
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Il� ARCHITECTURAL FLOOR PLAN
DAN GREEN FILE NO. '9r o r to SHEET NO. N!_
ENGINEERING,INC, DESIGNER OSco DATE 7 t'LL /Lo
SALEM,OREGON CLIENT R. (.; 4 n+h,-.)r +- ae ;.;,-,
PROJECT f",). ...‘:, • 7-1,----,c,:1
Allyson Armstrong
From: Lisa Bakke <lbakke56@gmail.com>
Sent: Friday, July 24, 2020 10:39 AM
To: Allyson Armstrong
Subject: Re: Bakke Sliding Glass Door Revision updates
Attachments: Engineering stamped letter 12' sliding door.pdf
Follow Up Flag: Follow up
Flag Status: Flagged
Caution!This message was sent from outside your organization. Allow sender I Block sender
Here is message from our engineer on the revision needed.
Subject: RE: Slider header for Bakke
The reaction at the end of the beam is 2,454#(see sheet H1). From sheet 1.4 of the calculations a 2x4#2 DFL stud 8' tall
can support a reaction of 2,983#.The cripple stud is shorter than 8' so this load will be high. Therefore (1) 2x4#2 DFL
cripple stud will work.
Dan Green PE
Dan Green Engineering, Inc.
3230 Triangle Dr SE
Salem, Oregon 97302
503-391-2309
See attached for stamped drawings from engineer for revisions on the door.
Lisa Bakke
Tigard, Oregon
p: 503-888-9397
1
On Mon,Jul 13, 2020 at 7:11 AM Allyson Armstrong<AllysonA@tigard-or.gov>wrote:
Lisa,
The revision that was approved was for the same size opening moved to the center of the wall. It appears that you
have enlarged the opening to 12 foot. To enlarge an opening a beam calculation at a minimum is required. I do not see
any way in our ORSC Span Table R602.7(1)to span a 12 foot opening with a 4x10. Either provide a stamped letter from
an engineer stating that he has reviewed and deems adequate the AS BUILT slider door framing or provide a new beam
calculation and make necessary corrections. Please let me know if you have any questions.
Thank you,
Allyson
MAllyson Armstrong
Community Development
Plans Examiner/Building Inspector I
(503) 718-2612Work
allysonAL tigard-or.gov
13125 SW Hall Boulevard
Tigard, Oregon 97223
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FOR OFFICE USE ONLY—SITE ADDRESS:
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Please complete this form when submitting information for plan review responses and revisions.
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IrrCity of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
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Transmittal Letter
TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov
TO: PALL5bn DATE RECEIVED:
DEPT: BUILDING DIVISION iiLLoti v t.D
FROM: LI15C- Ic JUL 4 2020
CITY OF TIGARD
COMPANY: BUILDING DIVISION
PHONE:
By: / ,"
RE: CnZ.S S V Ia.R I.C.-f oL 7-2bZ -00052
(Site Address) (Permit Number)
(Project name or subdivision name and lot number)
ATTACHED ARE THE FOLLOWING ITEMS:
Copies: Description: Copies: scription:
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): II o 0 c vl��"
REMARKS: � iS- cS t i JA_ f�111 c We-u- V\-<e"
FOR OFIC USE ONLY
Routed to P it Technician: Date: �//gyp Z< sz_ Initials:
Fees Due: Yes ❑ No Fee Description: Amount Due:
I $z p tan fZ,V1,'-e_./....1 : yS v a
$
Special
Instructions:
Reprint Permit(per PE): ❑ Yes ' No ❑ Done
Applicant Notified: LISA- Date: 7/3 12.0 Initia40
I:\Building\Forms1TransmittalLetter-Revisions_061316.doc