Correspondence I. I
March 28, 2008
Gertz Construction Company Inc.
19200 SW 46t Ave.
Tualatin OR, 97062 -8770
RE: Lot #2
Project Information
Building Permit: MST2008 -00017 Construction Type: VB
Address: 13794 SW Halcyon Terrace Occupancy Type: R -3
Area: 3016 Sq. Ft. Stories: 2
The plan review was performed under the 2005 Oregon Residential Specialty Code. The review
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of the submitted plans will be completed when the following information is provided.
1. Please provide two revised copies of the Truss details to match the plan roof lay out.
2. Page 3 of 7 as per R403.1.4 - please provide revised #1 footing detail calling out
construction joint in footing and stem wall, as no vertical rebar is shown or called
for, provide two revised copies.
3. Beam calculations packet was missing M -4 5 1/8"x 12" GLB, please supply two
copies.
4. When responding, provide an itemized letter stating in what way each issue has been
addressed in the revision.
When submitting revised drawings or additional information, please attach a copy of the
enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of
Tigard in tracking and processing the documents.
Respectfully,
Brandon Shaw
Plans Examiner
BrandonS @tigard - or.gov
Phone: 503.718.2425
Fax: 503.624.3681
Brandon Shaw
From: Brandon Shaw
Sent: Wednesday, April 02, 2008 2:15 PM
To: 'Ken Gertz'
Subject: RE: MST2008 -00017
I'm missing the back portion (not referenced on details) of the roof trusses over the
bedrooms and /or please locate trusses
W- end jacks, side jacks, and mono
U- hip girder & end jacks
V- end & hip
X- end & hips
Y- mono
Gidder truss marked U on details(supporting trusses b,c,& d) is missing.
W -hip truss over garage has reations of 1836 #, plans show reactions of 1500 #, please verify
that additional weight isn't going to affect beams and footings.
Brandon Shaw
Plans Examiner
Tigard OR, 97223
503 - 718 -2425
Original Message
From: Ken Gertz [mailto:Ken @Gertzco.com]
Sent: Wednesday, April 02, 2008 12:02 PM
To: Brandon Shaw
Subject: MST2008 -00017
Brandon,
On lot 2 of Edgewood, MST2008- 00017, are you missing the truss engineering, or is there
something you see that is wrong?
I have a set, and am not seeing a problem? Can you clue me in?
Thanks
Ken Gertz
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Brandon Shaw
From: jeff [Jeff@markstewart.com]
Sent: Monday, April 07, 2008 10:20 AM
To: Brandon Shaw
Cc: 'Ken Gertz'
Subject: RE: [Fwd: Re: MST2008 00017]
Attachments: SKMBT_C55008040710040.pdf; REVISED 3RD CAR GAR FOOTINGS.pdf
Hello Brandon,
Here's the new calc showing a 1900# load from the girder and revised footing calculations
with a markup on the foundation showing a bigger footing (F -24) that should replace the
original (NF -A) footing . The right side footing still works. Please let me know if you need
anything else. Thanks.
Jeff Gerberg
Architectural CAD Drafter /Designer
Mark Stewart Home Design
22582 S.W. Main St.
Sherwood, Oregon 97140
Direct phone: 503 - 218 -5121
Main office: 503 - 885 -8377
Fax: 503- 579 -4132
www.markstewart.com
Original Message
From: Ken Gertz [mailto:Ken @Gertzco.com]
Sent: Friday, April 04, 2008 5:00 PM
To: Mark Stewart; Jeff Gerberg
Subject: [Fwd: Re: MST2008- 00017]
Kingfisher 3 car Lot 2 Edgewood
Please check the Last line of Brandon's E -mail RE: the W hip truss, and get back to me
please.
Thanks
KG
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