Report (2) Bend Office (541)330-9155
+
• Inc. eotechnical Office (503)601-8250
Carlson Testing, nc. Eugene Office (541)345-0289
Salem Office (503)589-1252
Tigard Office (503)684-3460
November 19,2021
T2104278
L S PANAS&ASSOCIATES(LAKE OSWEGO)
16722 BOONES FERRY RD
LAKE OSWEGO,OR 97035
ATTN: DON MULLER
Re: BARTON ADDITION
14845 SW 100TH AVE TIGARD OR
Permit No. MST2021-00107
NCL UPDATE
CTI received and reviewed email from Engineer of Record, Marshall Stokes, dated 7/29/21, which resolves NCL item N2 1
dated 7/28/21 on the Incomplete Items List(NCL). Please see the attached updated list for further details.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in
full, without prior authorization from this office. Under all circumstances,the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared.No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
If there are any further questions regarding this matter,please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING,INC.
Johnny Johnson
Project Manager
mrm
Attachment:Updated NCL List
cc: L S PANAS&ASSOCIATES(LAKE OSWEGO)-DON MULLER DONaLsPANAs.COM
CITY OF TIGARD BUILDING DIVISION -WALTER'CHIP' BARNETT FINAL/NCL ONLY
KEITH R ABEL RESIDENTIAL DESIGN LLC-KEITH ABEL KEITN.ABELSCOMCA$T.NET
VISTA STRUCTURAL ENGINEERING -DENNIS HEIER DENNIS@VISTASTRUCTURAL.COM
8430 SW Hunziker St.,Tigard,OR 97223
PO Box 230997,Tigard,OR 97281
11-19-21(i)rid update.doc
Bend Office (541)330-9155
r Geotechnical Office (503)601-8250
Eugene Office (541)345-0289
Inc. alem Office (503)589-1252
Carlson Testing, nc• Tigard Office (503)684-3460
Daily Report of Proprietary Anchors
Project: BARTON ADDITION CTI Job#: T21o4278
Address: 14845 SW iooTHAVETIGARDOR Jurisdiction: TIGARD
CTI representative: Greg Palmquist was on this site on date: 09/22/2021 to perform
Special Inspection for Permit: MST2o21-oolo7 PO#:
SCOPE OF INSPECTION Location of proprietary anchors inspected[to include grid lines,elevations
1. Checked in with superintendent or client representative: (floors)and drawing details]:
CrI MET WITH DON WITH LS PANAS.OBSERVED DON
Name: DON INSTALL(2)5/8"THREADED ROD ANCHORS VERTICALLY
INTO CONCRETE FUNDATION WITH 8"MINIMUM
Company: IS PANAS EMBEDMENT USINGSET-XPADHFSIVETO ANCHORHDU2
HOLDOWNS PER 5/S2.2 BRACKET ANDANCHOR
2. Inspection was'IBC X Continuous Periodic INSTALLATION(E)FOUNDATION HOLDOWN o2/i 1/21 IN
NORTH WALL OF KITCHEN.
PROPRIETARY ANCHORS
Yes No N/A
1.Reviewed previous inspection reports? X
REPORT SUMMARY
2.Reviewed evaluation report? X
1. Work inspected was: I X 1 Completed n In Progress
Verified following items meet manufacturer's published installation 2. Completed work inspected Xl was n was not in compliance
materials.
Yes No N/A with
3.Verified minimum embedment depth of the anchors? X X Approved plans and specifications Shop Drawings
4.Verified installation of the anchors? X 1 n RH n Design Change n Submittal n N/A
5.Verified anchor diameter? X Doc.No(s): PLANS Dated: 02/11/2021
6.Verified steel grade? X
7.Verified hole diameter? X 3. Noncompliance item(s)were noted this date,details on the following
8.Verified type of drill bit used? X page(s):n Yes t n 1 No n N/A
9.Verified hole cleaning method? X 4. Noncompliance item(s)were reinspected this date,details on
10.Verified adhesive application? X following page(s)n Yes n No n N/A
11.Verified edge distance? X H Conform H Remain in progress
12.Verified spacing? X
13.Verified installation torque? X Report(s)findings were discussed and left with
DON
Evaluation report number and date:
ESR-2508.07/2017
of IS PANAS
Name of product being installed:
SET-XP ADHESIVE
Batch Number: 1000154363
Expiration Date: 04/01/2023
Based on the code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can be covered Carlson
Testing has no authority to direct work of contractors and subcontractors.
n See additional report nasals) 11 Distribute Artac mentfsl Proprietary Andhoss Version 1 Page 1 of 1
Bend Office (541) 330-9155
Geotechnical Office (503) 601-8250
Carlson Testi Eugene Office (.541) 345-0289
ng, Inc. Salem Office (503) 589-1252
Tigard Office (503) 684-3460
Daily Report of Proprietary Anchors
Client: L S PANAS & ASSOCIATES (LAKE OSWEGO) - DON MULLER
Project: BARTON ADDITION CTI Job#• T2104278.
Address: 14845 SW 100TH AVE TIGARD OR Jurisdiction: TIGARD
CTI representative G. PALMQUIST WABO SI 02197
was on site this date Sep. 22, 2021 to perform Special Inspection for:
Permit MST2021-00107
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of proprietary anchors inspected [to include grid
lines, elevations (floors) and drawing details]:
1. Checked in with superintendent or client representative.
CTI MET WITH DON WITH LS PANAS. OBSERVED DON
Name: DON
Com an LS PANAS INSTALL (2) 5/8" THREADED ROD ANCHORS VERTICALLY
p YINTO CONCRETE FOUNDATION WITH 8" MINIMUM
2. Inspection was "IBC" xl Continuous Periodic EMBEDMENT USING SET-XP ADHESIVE TO ANCHOR HDU2
HOLDOWNS PER 5/S2.2 BRACKET AND ANCHOR
PROPRIETARY ANCHORS INSTALLATION (E) FOUNDATION HOLDOWN 02/11/21 IN
YesNoN/A NORTH WALL OF KITCHEN.
1. Reviewed previous inspection reports? x
2. Reviewed evaluation report? x
Verified following items meet manufacturer's
published installation instructions. REPORT SUMMARY
3. Verified minimum embedment depth of the
anchors. x 1. Work inspected was: IXI Completed I I In progress
4.Verified installation of the anchors. X 2. Completed work inspected was in compliance with
5. Verified anchor diameter. X Ix' Approved plans and specifications I I Shop drawings
6. Verified steel grade. x
7. Verified hole diameter. RFI (�) Design change I I Submittal I I N/A
x
8. Verified type of drill bit used. x Document #(s) PLANS Dated: 02-11-2021
9. Verified hole cleaning method. x 3. Noncompliance item(s) were noted this date, details on
10. Verified adhesive application. X following page(s). I I Yes No N/A
11. Verified edge distance. x
12. Verified spacing. 4. Noncompliance item(s) were reinspected this date, details
X on following page(s). Yes I I No x N/A
13. Verified installation torque. x
Conform Remain in progress
Evaluation report number & date:
ESR-2508. 07/2017 Report(s) findings were discussed and left with
DON
of LS PANAS
Name of product being installed SET-XP ADHESIVE
Batch Number 1000154363
Expiration Date 2023-04-01
Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
See additional report page(s). I I Distribute attachments.
Page 1 of 2
Daily Report of Proprietary Anchors For: 09/22/2021
CTI Job #: T2104278.
Project: BARTON ADDITION
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only.Information contained herein is not to be reproduced,except in full,
without prior authorization from this office.Under all circumstances,the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared.No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter,please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING,INC.
Johnny Johnson Reviewed By:Project Manager
Project Manager Review Date:09/22/2021
GP/GP
CC: L S PANAS & ASSOCIATES (LAKE OSWEGO) — DON MULLER DON@LSPANAS.cam
VISTA STRUCTURAL ENGINEERING — DENNIS HEIER DENNIS@VISTASTRUCTURAL.COM
KEITH R ABEL RESIDENTIAL DESIGN LLC — KEITH ABEL KEITH.ABEL@COMCAST.NET
X
8430 SW HUNZIKER ST,TIGARD OR-PO BOX 230997,TIGARD OR 97281
Page 2 of 2
Bend Office (541)330-9155
Geotechnical Office (503)6o1825o
Eugene Office (541)345-0289
Carlson Testing Inc. Salem Office (503)589-1252
, Tigard Office (503)654-346060
Daily Report of Proprietary Anchors
Project: BARTON ADDITION CTI Job#: T21o4278
Address: 14845 SW 1ooTH AVE TIGARD OR Jurisdiction: TIGARD
CI'I representative: Greg Palmquist was on this site on date: 09/20/2021 to perform
Special Inspection for Permit: MST2021-00107 PO#:
SCOPE OF INSPECTION Location of proprietary anchors inspected[to include grid lines,elevations
1. Checked in with superintendent or client representative: (floors)and drawing details]:
CTI MET WrrH DON WITH IS PANAS.OBSERVED DON
Name: DON INSTALL(7)5/8'XIo"TLrIN-HD SCREW ANCHORS
VERTICALLY INTO CONCRETE FOUNDATION WITH 4"
Company: IS PANAS MINIMUM EMBEDMENT 4'0/C USING 3'113"PLATE
WASHERS PER 9/S1.3 SHEARWALL SCHEDULE S6.
2. Inspection was'IBC QX Continuous Periodic o2/1i/21,INSW GARAGE WALL AND(0)INADJOINING
HALLWAY.
PROPRIETARY ANCHORS
Yes No N/A
1.Reviewed previous inspection reports? X REPORT SUMMARY
2.Reviewed evaluation report? X 1. Work inspected was: EX Completed In Progress
materie following items meet manufacturer's published installation 2. Completed work inspected IX was was not in compliance
Yes No N/A with
3.Verified minimum embedment depth of the anchors? X n Approved plans and specifications Shop Drawings
4.Verified installation of the anchors? X 0 RFT n Design Change ❑Submittal n N/A
5.Verified anchor diameter? X Doc.No(s): PLANS Dated: 02/11/2021
6.Verified steel grade? X
7.Verified hole diameter? X 3• Noncompliance item(s)were noted this date,details on the following
8.Verified type of drill bit used? X page(s):❑Yes Q No Q N/A
9.Verified hole cleaning method? X 4. Noncompliance item(s)were reinspected this date,details on
10.Verified adhesive application? X following page(s)El Yes No nX N/A
11.Verified edge distance? X' Conform El Remain in progress
12.Verified spacing? X
13.Verified installation torque? X Report(s)findings were discussed and left with
DON
Evaluation report number and date:
ESR 2713.09/2017 of IS PANAS
Name of product being installed:
TITEN-HD SCREWANCHOR
Batch Number:
Expiration Date:
Rased on the code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can be covered Carlson
Testing has no authority to direct work of contractors and subcontractors.
n See additional report saris) n Distribute AttachrrunuS1 Pmprietay Au3xrs version i P.A.!„r
Bend Office (541) 330-9155
Geotechnical Office (503) 601-8250
Carlson Testing, ugene OfficeSalem Office (541) 345-0289
Inc.Inc• 503)
Tigard Office (503) 589-1252
Daily Report of Proprietary Anchors
Client: L S PANAS & ASSOCIATES (LAKE OSWEGO) - DON MULLER
Project: BARTON ADDITION CTI Job#: T2104278.
Address: 14845 SW 100TH AVE TIGARD OR Jurisdiction: TIGARD
CTI representative G. PALMQUI ST WABO SI 02197
was on site this date Sep. 20, 2021 to perform Special Inspection for:
Permit MST2021-00107
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of proprietary anchors inspected [to include grid
lines, elevations (floors) and drawing details]:
1. Checked in with superintendent or client representative.
Name: DON CTI MET WITH DON WITH LS PANAS. OBSERVED DON
Com any: LS PANAS INSTALL (7) 5/8"X10" TITEN-HD SCREW ANCHORS
p y VERTICALLY INTO CONCRETE FOUNDATION WITH 4"
2. Inspection was "IBC" x Continuous I Periodic MINIMUM EMBEDMENT 4' 0/C USING 3"X3" PLATE
WASHERS PER 9/S1.3 SHEARWALL SCHEDULE S6.
PROPRIETARY ANCHORS 02/11/21, IN SW GARAGE WALL AND (1) IN ADJOINING
YesNoN/A HALLWAY.
1. Reviewed previous inspection reports?
2. Reviewed evaluation report? X
Verified following items meet manufacturer's
published installation instructions. REPORT SUMMARY
3. Verified minimum embedment depth of the
anchors. X 1. Work inspected was: x Completed I ' In progress
4.Verified installation of the anchors. x 2. Completed work inspected was in compliance with
5. Verified anchor diameter. x x Approved plans and specifications Shop drawings
6. Verified steel grade. x
7. Verified hole diameter. RFI I I Design change Submittal I I N/A
x
8. Verified type of drill bit used. x Document #(s) PLANS Dated: 02-11-2021
9. Verified hole cleaning method. x 3. Noncompliance item(s) were noted this date, details on
10. Verified adhesive application. x following page(s). I I Yes No N/A
11. Verified edge distance. x
12. Verified s pacing. 4. Noncompliance item(s) were reinspected this date, details
p g on following page(s). Yes I I No x N/A
13. Verified installation torque.
Conform I I Remain in progress
Evaluation report number & date:
ESR-2 713. 0 9/2 017 Report(s) findings were discussed and left with
DON
of LS PANAS
Name of product being installed TITEN-HD SCREW ANCHOR
Batch Number
Expiration Date
Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
See additional report page(s). Distribute attachments.
Page 1 of 2
Daily Report of Proprietary Anchors For: 09/20/2021
CTl Job #: T2104278.
Project: BARTON ADDITION
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only.Information contained herein is not to be reproduced,except in full,
without prior authorization from this office.Under all circumstances,the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared.No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter,please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING,INC.
Johnny Johnson Reviewed By:Project Manager
Project Manager Review Date:09/21/2021
GP/GP
CC: L S PANAS & ASSOCIATES (LAKE OSWEGO) - DON MULLER DON@LSPANAS.CDM
VISTA STRUCTURAL ENGINEERING - DENNIS HEIER DENNIS@VISTASTRUCTURAL.CON
KEITH R ABEL RESIDENTIAL DESIGN LLC - KEITH ABEL KEITH.ABEL@COMCAST.NET
X
8430 SW HUNZIKER ST,TIGARD OR-PO BOX 230997,TIGARD OR 97281
Page 2 of 2
Bend Office (541) 330-9155
Geotechnical Office (503) 601-8250
Carlson Testing, ugene Office (541) 345-0289
Inc.Inc• Salem Office (503) 589-1252
Tigard Office (503) 684-3460
Daily Report of Proprietary Anchors
Client: L S PANAS & ASSOCIATES (LAKE OSWEGO) - DON MULLER
Project: BARTON ADDITION CTI Job#: T2104278.
Address: 14845 SW 100TH AVE TIGARD OR Jurisdiction: TIGARD
CTI representative A. IDZARDI WABO SI 01951/AWS 12041141/ICC 8210349
was on site this date Jul. 28, 2021 to perform Special Inspection for:
Permit MST2021-00107
DFS #(s) PO Number:
SCOPE OF INSPECTION Location of proprietary anchors inspected [to include grid
lines, elevations (floors) and drawing details]:
1. Checked in with superintendent or client representative.
Name: ERICA OBSERVED THE INSTALLATION OF SCREW ANCHORS USED
Company: LS PANAS ON WOOD LEDGERS AT NEW ADDITIONS BACK WALL AND
AT WOOD LEDGER UNDER FRONT OF HOUSE WALK WAY.
2. Inspection was "IBC" Continuous xI Periodic EDGE DISTANCE FROM TOP OF FOUNDATION TO ANCHOR
AT FRONT OF HOUSE WALKWAY WAS LESS THAN THE
PROPRIETARY ANCHORS REQUIRED 1 1/2", WHERE 9OFT LBS WAS NOT ACHIEVED
YesNoN/A PER 10/S2.1 ENGINEER APPROVAL IS NEEDED.
1. Reviewed previous inspection reports? X
2. Reviewed evaluation report? x
Verified following items meet manufacturer's
published installation instructions. REPORT SUMMARY
3. Verified minimum embedment depth of the
anchors. x 1. Work inspected was: I x I Completed I I In progress
4.Verified installation of the anchors. X 2. Completed work inspected was not in compliance with
5. Verified anchor diameter. X y Approved plans and specifications I I Shop drawings
6. Verified steel grade. x
7. Verified hole diameter. RFI I I Design change Submittal I I N/A
X
8. Verified type of drill bit used. x Document #(s) 2969 Dated: 02-1L-2Q.21
9. Verified hole cleaning method. X 3. Noncompliance item(s) were noted this date, details on
10. Verified adhesive application. X following page(s). Yes No I I N/A
11. Verified edge distance. x
12. Verified spacing. 4. Noncompliance item(s) were reinspected this date, details
on following page(s). I I Yes No I x I N/A
13. Verified installation torque. x
Conform Remain in progress
Evaluation report number & date:
ESR-3037;08/2016 Report(s) findings were discussed and left with
ERICA
of LS PANAS
Name of product being installed SIMPSON STRONG BOLT-2
Batch Number
Expiration Date
Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
See additional report page(s). I I Distribute attachments. Page 1 of 2
Daily Report of Proprietary Anchors For: 07028/2021
CTI Job #: T2104278.
Project: BARTON ADDITION
Notes:
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only.Information contained herein is not to be reproduced,except in full,
without prior authorization from this office.Under all circumstances,the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared.No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
If there are any further questions regarding this matter,please do not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING,INC.
Johnny Johnson Reviewed By: Steven W Leach
Project Manager Review Date:07/29/2021
AI/AI
cc: L S PANAS & ASSOCIATES (LAKE OSWEGO) - DON MULLER DON@LSPANAS.COM
VISTA STRUCTURAL ENGINEERING - DENNIS HEIER DENNIS@VISTASTRUCTURAL.COM
KEITH R ABEL RESIDENTIAL DESIGN LLC - KEITH ABEL KEITH.ABEL@COMCAST.NET
X
8430 SW HUNZIKER ST,TIGARD OR-PO BOX 230997,TIGARD OR 97281
Page 2 of 2
Carlson Testing, Inc.
Incompleted Items List(NCL)
Jul 30,2021
T2104278.
Project Name: BARTON ADDITION
Project Address: 14845 SW 100TH AVE TIGARD OR
Permit No: MST2021-00107
P.O. No: Project Manager: J. JOHNSON
Item# Insp. Date Item Description Compliance CTI Sign-Off Date
Corrected
1 AI 07/28/2021 OBSERVED THE INSTALLATION OF SCREW ANCHORS USED
ON WOOD LEDGERS AT NEW ADDITIONS BACK WALL AND
AT WOOD LEDGER UNDER FRONT OF HOUSE WALK WAY.
EDGE DISTANCE FROM TOP OF FOUNDATION TO ANCHOR AT
FRONT OF HOUSE WALKWAY WAS LESS THAN THE REQUIRED
1 1/2", WHERE 90FT LBS WAS NOT ACHIEVED PER
10/S2.1 ENGINEER APPROVAL IS NEEDED.
CC: L S PANAS & ASSOCIATES (LAKE OSWEGO) - DON MULLER
VISTA STRUCTURAL ENGINEERING - DENNIS HEIER
KEITH R ABEL RESIDENTIAL DESIGN LLC - KEITH ABEL
X
Page: 1
Carlson Testing, Inc.
Incompleted Items List(NCL)
Jul 30, 2021
T2104278.
Project Name: BARTON ADDITION
Project Address: 14845 SW 100TH AVE TIGARD OR
Permit No: MST2021-00107
P.O. No: Project Manager: J. JOHNSON
Item# Insp. Date Item Description Compliance CTI Sign-O Date
ff
Corrected
1 AI 07/28/2021 OBSERVED THE INSTALLATION OF SCREW ANCHORS USED
ON WOOD LEDGERS AT NEW ADDITIONS BACK WALL AND
AT WOOD LEDGER UNDER FRONT OF HOUSE WALK WAY.
EDGE DISTANCE FROM TOP OF FOUNDATION TO ANCHOR AT
FRONT OF HOUSE WALKWAY WAS LESS THAN THE REQUIRED
1 1/2", WHERE 90FT LBS WAS NOT ACHIEVED PER
10/S2.1 ENGINEER APPROVAL IS NEEDED.
CC: L S PANAS & ASSOCIATES (LAKE OSWEGO) - DON MULLER
VISTA STRUCTURAL ENGINEERING - DENNIS HEIER
KEITH R ABEL RESIDENTIAL DESIGN LLC - KEITH ABEL
X
Page: 1
1 #
r
t
r
t �^
G ma i I Don Mueller<damueger74@gmail.com>
RE: Barton -laundry room
1 message
Marshall Stokes<marshall@vistastructural.com> Wed,Sep 22,2021 at 4:04 PM
To:Don Mueller<don@Ispanas.com>
Hi Don,
How does this look?:
I I
I
r
( I
(E)2x6 CEILING 10t6T5
24^O.C.,TNT
ADD 2x ICKERS EROM 3Y x9Y'GLS �S `
RIDGE TO REPLACE(E#NNEE $t.t >>
WALI tO(EH ING RASES JI.
'_ i I I i St.l #Eli4l2«L2 '-
t I r — —t _ _ _ _ ....( .„ it
(E}KNEE WALL FROM RIDGE - I I \\ r .--�
TO CUING JOISTS --' •`-✓�
#2l 243 JO
titu u LI u w y I 0
X
C
----3I i qd►
m
E-1 _ - �v _ 3
'2 ' Ir 31 — — 4 _ — _ �4—
�N�
^� SIMPSON a vt <
z IruC610
C .... .... �J ._
WO
+
1.
Marshall Stokes,PE
Vista Structural Engineering,LLC 1
14718 NW Delia Street
Portland,Oregon 97229
Cell:503.737.5932
Gmail Don Mueller<damueller74@gmail.com>
RE: Barton
1 message
Marshall Stokes<marshall@vistastructural.com> Fri, Sep 17, 2021 at 3:23 PM
To: Don Mueller<don@Ispanas.com>
Cc: Keith Abel<keith.abel@comcast.net>
Ok, so, the only change we'll need is the 3 '/a"x10'h"glulam will need to be upsized to 31/"x12". Will this work?
The 3 '/�'x91/2"glulam header is good, as are the footings.
Are Simpson HU210-4 hangers readily available?We'll want those where we trim the 4 ply beam.
Marshall Stokes, PE
Vista Structural Engineering, LLC
14718 NW Delia Street
Portland, Oregon 97229
Cell: 503.737.5932
V IuSTA
L
From: Don Mueller<don@Ispanas.com>
Sent: Friday, September 17,2021 2:47 PM
To: Marshall Stokes <marshall@vistastructural.com>
Cc: Keith Abel<keith.abel@comcast.net>
Subject: Re: Barton
I believe there is a beam line in-line with each side of the hallway to the bedrooms.
On Fri, Sep 17, 2021, 2:14 PM Marshall Stokes<marshall@vistastructural.com>wrote:
Don, one more quick question, and my getting you an answer isn't dependent on this, but do you know offhand if there
is a beam line in the crawlspace under this beam?
Marshall Stokes, PE
Vista Structural Engineering, LLC
14'718 NW Delia Street
Portland, Oregon 97229
Cell: 503.737.5932
1111140$
Gmail Don Mueller<damueller74@gmaii.com>
RE: Baton
1 message
Marshall Stokes <marshall@vistastructural.com> Thu, Jul 29, 2021 at 8:47 AM
To: Don Mueller<don@Ispanas.com>, Keith Abel<keith.abel@comcast.net>, Erika Narvaez Arreguin <erka@lspanas.com>
Hi Don,
Per our discussion, please use t/," SDS screws @ 6" o.c. from the ledger into the existing mud sill in place of the
Strongbolts. Please use a screw long enough to achieve a min. 1 Yz" embedment into the sill.
If the ledger splits, please predrill the holes.
Let me know if you have any further questions.
Thanks Don!
Marshall
Marshall Stokes, PE
Vista Structural Engineering, LLC
14718 NW Delia Street
Portland, Oregon 97229
Cell: 503.737.5932
♦'L/ VISTA
AL
From: Don Mueller<don@Ispanas.com>
Sent: Wednesday, July 28, 2021 5:00 PM
To: Keith Abel<keith.abel@comcast.net>; Marshall Stokes <marshall@vistastructural.com>; Erika Narvaez Arreguin
<enka@lspanas.com>
Subject: Baton
Hey there,
I having an issue with the detail for the 2x6 PT ledger at the existing house. Detail 10/S2.1 show the concrete stem wall
even with the top of subfloor. The existing condition is the concrete is 3"below top of subfloor, see attached sketch. The
wedge anchors are blowing out the concrete and we can't get the 90 ft-lb required by the special inspection.
Can we screw into the existing sill plate or even run kickers under the ledger to the footing?
Pi
rnait Don Mueller<damueller74@gmail.com>
RE: Barton - Headers
1 message
Marshall Stokes<marshall@vistastructural.com> Thu,Jul 22,2021 at 1:50 PM
To:Keith Abel<keith.abel@comcast.net>
Cc:Don Mueller<don@Ispanas.com>
Hi Keith,Don,
Don,thanks for catching this.The living room header should be a 3 1/2"x12"glulam.The nook header has very little load and can be a 4x8.Obviously,
we're fine if you want to upsize it.
ti U
w
3 ,12''.;L2
Please let me know if you have any additional questions,and thanks again.
Marshall
Marshall Stokes,PE
Vista Structural Engineering,LLC
14718 NW Delia Street
Portland,Oregon 97229
Cell:503.737.5932
� �' VISTA
From:Keith Abel<1,,e;t11.abel@comcast.net>
Sent:Thursday,July 22,2021 1:38 PM
To: Marshall Stokes<marshall@vistastructural.com>
Cc:'Don Mueller'<don@lspanas.com>
Subject: FW:Barton-Headers
From: Don Mueller<don@Ispanas.c or >
Sent:Thursday,July 22,2021 1:40 PM
To: Keith Abel<keith.abel@comcast.net>;Erika Narvaez Arreguin<erika@lspanas.com>
Subject:Barton-Headers
Keith
The headers at the front living room and the nook are not called out. It says that headers not noted are 4x8 but I think these,especially the living
room,are much bigger. Please advise.
The frarmers are starting tomorrow,so the sooner the better.
Thanks,
Don Mueller
Project Manager
LS Panas&Associates
(503)799-2943
CCB#149456
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