Correspondence City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223
September 19, 2007 II
RE: PAUL SCHATZ SHELL ADDITION
Project Information
TIGARD:
Building Permit: BUP2007 -00410 Occupancy M
- Tenant Name: Paul Schatz Type of Construction: III -B
Address: 6670 SW Bonita Rd. Occupant Load: 158
Area: 4746 Sq. Ft. Stories: 1
The plan review was performed under the State of Oregon Structural Specialty Code
(OSSC) 2007 edition; and the State of Oregon Fire Code (OFC) 2007 edition. The
following conditions shall be submitted to Miller Engineering and The Tigard Building
Department prior to issuance of this permit.
1) Please provide all conditions required from the Miller Structural Plan Review
dated August 28, 2007
2) Structural corrections sent to Miller 9/19/07
Certificate of Occupancy: No building or structure shall be used or occupied until the
Building Official has issued a certificate of occupancy 109.1 OSSC
Premises Identification: Approved numbers or addresses shall be provided for all new
buildings in such a position as to be plainly visible and legible from the street or road
fronting the property.
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,
Dan Nelson,
Senior Plans Examiner
Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772
Job Name: Paul Schatz Furniture — Phase II CITY OF TIGARD
Job Address: 6670 SW Boones Ferry Rd 13125 SW HALL BLVD.
October 2, 2007 TIGARD, OR 97223
SHEET 1 OF 2 BUP2007 -00410
MCE Project No.: 070896 STRUCTURAL PLAN REVIEW #3
Plans Dated 8/18/07
Calculations Dated 10/1/07
Correction Item Page No. Comments Code Reference
Made No.
9/26/07 1 S2.1 Roof Submit calculations and details for 106.1.1
Framing Plan parapets four feet and taller for seismic.
10/2/07 2 S2.1 Roof Submit calculations for snow drift at new 106.1.1
Framing Plan parapet and existing building.
Note: Submit for 5.67 ft. drift.
9/26/07 3 S2.1 Roof Submit calculations for embed of 106.1.1
Framing Plan Simpson Titen HD to masonry and
Key notes item existing concrete.
#9 & #10
10/2/07 4 S2.1 Roof Submit calculations for roof connections, 106.1.1
Framing Plan joist and glulam beams with snow loads.
Note: Submit for 5.67 ft. drift.
9/26/07 5 Details 3/S3.1, Submit calculations which agree with 106.1.1
6/S3.1 & drawing for reinforcing and steel.
7/S3.1
Calculations
pages 19, 25
and 30
9/26/07 6 Detail 15/S3.1 Submit calculations for 4 inch concrete 106.1.1
slab with span dimensions.
9/26/07 7 Details 1/S4.1, Submit calculations for Titien —HD. 106.1.1
3/S4.1, 4/S4.1,
6/S4.1 and
7/S4.1
9/26/07 8 Details 5/S4.1 Submit calculations for Titien —HD which 106.1.1
calculations agree with calculations.
page 9
9/26/07 9 Detail 7/S4.1 Clarify load eccentricity, (4) #5 bars and 106.1 .1
Calculations location of bar ends.
page 27
9/26/07 10 Detail 1/S4.2 Submit plan with dimensions. 106.1.1
9/26/07 11 Detail 5/S4.2 Submit calculations and details with full 106.1.1
calculation snow and wind loads.
pages 48, 54
then 56
9/26/07 12 Calculations Submit calculations for fasteners used. 106.1.1
page 6 and 7
Job Name: Paul Schatz Furniture — Phase II CITY OF TIGARD
Job Address: 6670 SW Boones Ferry Rd 13125 SW HALL BLVD.
October 2, 2007 TIGARD, OR 97223
SHEET 2 OF 2 BUP2007 -00410
MCE Project No.: 070896 STRUCTURAL PLAN REVIEW #3
Plans Dated 8/18/07
Calculations Dated 10/1107
Correction Item Page No. Comments Code Reference
Made No.
9/26/07 13 Calculations Submit code method for averaging load 106.1.1
page 10 on front wall with six foot parapets.
9/26/07 14 Detail 3/A4.2 Submit calculations and details for lateral 106.1.1
stability both in-plane and out -of -plane
for masonry beam and parapet.
9/26/07 15 Detail 4/A4.2 Submit calculations and details for wall 106.1.1
retaining soil.
16 Special Special inspection is required concrete, 1704
Inspection masonry, reinforcing steel, bolts in 1705
concrete and masonry, bolting and soils. 1707
1708
17 Structural Structural observation for roof sheathing 1709
Observation and strapping.
'18 General Submit one set of roof wood joist and
(Shop glulam beams shop drawings, which
Drawings) have been reviewed and initialed by the
project engineer, to be filed with the City
of Tigard before placement.
19 General Submit one set of miscellaneous steel
(Shop shop drawings, which have been
Drawings) reviewed and initialed by the project
engineer, to be filed with the City of
Tigard before placement.
20 General Approved resolution of the above items
shall be incorporated into submittal plans
before a permit will be issued. Submit
four (4) sets of revised plans to the city
of Tigard.
Job Name: Paul Schatz Furniture — Phase II CITY OF TIGARD
Job Address: 6670 SW Boones Ferry Rd 13125 SW HALL BLVD.
September 26, 2007 TIGARD, OR 97223
SHEET 1 OF 2 BUP2007 -00410
MCE Project No.: 070896 STRUCTURAL PLAN REVIEW #2
Plans Dated 8/18/07
Calculations Dated 8/18/07
Correction Item Page No. Comments Code Reference
Made N
9/26/07 1 S2.1 Roof Submit calculations and details for 106.1.1
Framing Plan parapets four feet and taller for seismic.
2 S2.1 Roof Submit calculations for snow drift at new 106.1.1
Framing Plan parapet and existing building.
Note: Submit for 5.67 ft. drift.
9/26/07 3 S2.1 Roof Submit calculations for embed of 106.1.1
Framing Plan Simpson Titen HD to masonry and
Key notes item existing concrete.
#9 & #10
4 S2.1 Roof Submit calculations for roof connections, 106.1.1
Framing Plan joist and glulam beams with snow loads.
Note: Submit for 5.67 ft. drift.
9/26/07 5 Details 3/S3.1, Submit calculations which agree with 106.1.1
6/S3.1 & drawing for reinforcing and steel.
7/S3.1
Calculations
pages 19, 25
and 30
9/26/07 6 Detail 15/S3.1 Submit calculations for 4 inch concrete 106.1.1
slab with span dimensions.
9/26/07 7 Details 1/S4.1, Submit calculations for Titien —HD. 106.1.1
3/S4.1, 4/S4.1,
6/S4.1 and
7/S4.1
9/26/07 8 Details 5/S4.1 Submit calculations for Titien —HD which 106.1.1
calculations agree with calculations.
page 9
9/26/07 9 Detail 7/S4.1 Clarify load eccentricity, (4) #5 bars and 106.1.1
Calculations location of bar ends.
page 27
9/26/07 10 Detail 1/S4.2 Submit plan with dimensions. 106.1.1
9/26/07 11 Detail 5/S4.2 Submit calculations and details with full 106.1.1
calculation snow and wind loads.
pages 48, 54
then 56
9/26/07 12 Calculations Submit calculations for fasteners used. 106.1.1
page 6 and 7
Job Name: Paul Schatz Furniture — Phase II CITY OF TIGARD
Job Address: 6670 SW Boones Ferry Rd 13125 SW HALL BLVD.
September 26, 2007 TIGARD, OR 97223
SHEET 2 OF 2 BUP2007 -00410
MCE Project No.: 070896 STRUCTURAL PLAN REVIEW #2
Plans Dated 8/18/07
Calculations Dated 8/18/07
Correction Item Page No. Comments Code Reference
Made No.
9/26/07 13 Calculations Submit code method for averaging load 106.1.1
page 10 on front wall with six foot parapets.
9/26/07 r 14 Detail 3/A4.2 Submit calculations and details for lateral 106.1.1
stability both in -plane and out -of -plane
for masonry beam and parapet.
9/26/07 15 Detail 4/A4.2 Submit calculations and details for wall 106.1.1
retaining soil.
16 Special Special inspection is required concrete, 1704
Inspection masonry, reinforcing steel, bolts in 1705
concrete and masonry, bolting and soils. 1707
1708
17 Structural Structural observation for roof sheathing 1709
Observation and strapping.
18 General Submit one set of roof wood joist and
(Shop glulam beams shop drawings, which
Drawings) have been reviewed and initialed by the
project engineer, to be filed with the City
of Tigard before placement.
19 General Submit one set of miscellaneous steel
(Shop shop drawings, which have been
Drawings) reviewed and initialed by the project
engineer, to be filed with the City of
Tigard before placement.
20 General Approved resolution of the above items
shall be incorporated into submittal plans
before a permit will be issued. Submit
four (4) sets of revised plans to the city
of Tigard.
City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223
August 29, 2007
1
RE: PAUL SCHATZ SHELL ADDITION
T I GARD,
Project Information ;
Building Permit: BUP2007 -00410 Occupancy M
- Tenant Name: Paul Schatz Type of Construction: III -B
Address: 6670 SW Bonita Rd. Occupant Load: 158
Area: 4746 Sq. Ft. Stories: 1
The plan review was performed under the State of Oregon Structural Specialty Code
(OSSC) 2007 edition; and the State of Oregon Fire Code (OFC) 2007 edition. The
following conditions shall be submitted to Miller Engineering and The Tigard Building
Department prior to issuance of this permit.
1) Please provide all conditions required from the Miller Structural Plan Review
dated August 28, 2007.
2) This plan review is for the construction of the 4746 Sq.Ft. shell addition to the
Paul Schatz Building.
Certificate of Occupancy: No building or structure shall be used or occupied until the
Building Official has issued a certificate of occupancy 109.1 OSSC
Premises Identification: Approved numbers or addresses shall be provided for all new
buildings in such a position as to be plainly visible and legible from the street or road
fronting the property.
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.
Respe t ,
i tr. ... AIWA;
an Nelson,
Senior Plans Examiner
Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772
Job Name: Paul Schatz Furniture — Phase II CITY OF TIGARD
Job Address: 6670 SW Boones Ferry Rd 13125 SW HALL BLVD.
August 28, 2007 TIGARD, OR 97223
SHEET 1 OF 2 BUP2007 -00410
MCE Project No.: 070896 STRUCTURAL PLAN REVIEW #1
Plans Dated 7/09/07
Calculations Dated 7/9/07
Correction Item Page No. Comments Code Reference
Made No.
1 S2.1 Roof Submit calculations and details for 106.1,1
Framing Plan parapets four feet and taller for seismic.
2 S2.1 Roof Submit calculations for snow drift at new 106.1.1
Framing Plan parapet and existing building.
3 S2.1 Roof Submit calculations for embed of 106.1.1
Framing Plan Simpson Titen HD to masonry and
Key notes item existing concrete.
#9 & #10
4 S2.1 Roof Submit calculations for roof connections, 106.1.1
Framing Plan joist and glulam beams with snow loads.
5 Details 3/S3.1, Submit calculations which agree with 106.1.1
6/S3.1 & drawing for reinforcing and steel.
7/S3.1
Calculations
pages 19, 25
and 30
6 Detail 15/S3.1 Submit calculations for 4 inch concrete 106.1.1
slab with span dimensions.
7 Details 1/S4.1, Submit calculations for Titien —HD. 106.1.1
3/S4.1, 4/S4.1,
6/S4.1 and
7/S4.1
8 Details 5/S4.1 Submit calculations for Titien —HD which 106.1.1
calculations agree with calculations.
page 9
9 Detail 7/S4.1 Clarify load eccentricity, (4) #5 bars and 106.1.1
Calculations location of bar ends.
page 27
10 Detail 1/S4.2 Submit plan with dimensions. 106.1.1
11 Detail 5/S4.2 Submit calculations and details with full 106.1.1
calculation snow and wind loads.
pages 48, 54
then 56
12 Calculations Submit calculations for fasteners used. 106.1.1
page 6 and 7
City of Tigard, Oregon • 13125 SW Hall Blvd. 0 Tigard, OR 97223 - - -
October 3, 2007 ii
• 1x -
O ki RE: PAUL SCHATZ SHELL ADDITION . .: ` .
Project Information
Building Permit: BUP2007 -00410 Construction Type: 3 -B
Address: 6670 SW Bonita Rd. Occupancy Type: M
Area: 4746 Sq. Ft. Stories: 1
The plan review was performed under the State of Oregon Structural Specialty Code
(OSSC) 2007 edition; 2007 Oregon Fire Code.
1) All improvements made to the building shall be inspected prior to covering.
2) Make approved set of plans available for all inspections.
FIRE LIFE AND SAFETY / GENERAL
The main exterior door or doors are permitted to be equipped with key- operated locking
devices from the egress side provided:
1. The locking device is readily distinguishable as locked,
2. A readily visible durable sign is posted on the egress side on or adjacent to the
door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED.
The sign shall be in letters 1 inch (25 mm) high on a contrasting background. (Sec.
1008.1.8.3)
All exit doors shall be openable from the inside without the use of a key or any special
knowledge or effort. (Sec. 1008.1.8)
Exits and exit access doors shall be marked by an approved exit sign readily visible
from any direction of egress travel. Access
to exits shall be marked by readily visible exit signs in cases where the exit or the path
of egress travel is not immediately visible to the occupants. (Sec. 1011.1)
Exit signs shall be illuminated at all times and shall be provided with a second source of
power that will provide 1 1 /2 hours of illumination in case of primary power loss. (Sec.
1006.3) FYI
Additional exit signs may be required by the city field inspector to clearly indicate the
path of egress.
The means of egress shall be provided with illumination of not less than 1 foot candle at
the floor level anytime the building is occupied. The means of egress illumination shall
be provided with a second source of power in case of primary power loss. (Sec. 1006.2)
Portable fire extinguishers shall be installed in new and existing Group A, B, E, F, H, I,
M, R -1, R -2, R-4, and S occupancies. (OFC Sec. 906)
Live Loads Posted: The live loads for which each floor has been designed to exceed
50 psf shall be conspicuously posted by the owner in that part of each story in which
they apply, using durable metal signs, and it shall be unlawful to remove or deface such
notices. The occupant of the building shall be responsible for keeping the actual load
below the allowable limits. (1603.3 OSSC)
Phone: 503.639.4171 • Fax: 503.684.7297 , • www.tigard - or.gov • . TTY Relay: 503.684.2772
American with Disabilities Act (ADA): It shall be the responsibility of the Architect,
Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the
ADA requirements for the structure. The City of Tigard reviews the plans and inspects
the structure only for compliance with Chapter 11 of the OSSC, which may not include
all of the requirements of the ADA.
Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp,
shall be maintained on the jobsite. The plans shall be available to the Building Division
inspectors throughout all phases of construction. (106.3.1 OSSC)
Certificate of Occupancy: No building or structure shall be used or occupied until the
Building Official has issued a certificate of occupancy (109.1 OSSC)
Premises Identification: Approved numbers or addresses shall be provided for all new
buildings in such a position as to be plainly visible and legible from the street or road
fronting the property.
Respectfully,
Dan Nelson
Senior Plans Examiner
City of Tigard, Oregon 0 13125 SW Hall Blvd. ® Tigard, OR 97223 ¢ T
.d as 3
March 19, 2008 _ $
T� G RD .
Paul Schatz
6670 SW Bonita Rd
Tigard OR 97223
P: . ,
.•. es 6 ( O D Rd_.
Tigard OR 97224 �-�/
Re: BUP2007- 00410, 4746 sq.ft. Shell Building
To whom it may concern:
This letter is to certify that all requirements of building permit BUP2007- 00410, issued for a
building shell, have been completed. The final inspection was performed and approved on
March 18, 2008, by inspectors from the City of Tigard. No tenant spaces are included in this
permit, nor shall any tenant improvement be occupied until such time as each space is
approved by final inspection of its specific permits, approved for the use intended and
provided with a Certificate of Occupancy.
The City neither guarantees nor warrants to the owner, occupant or any other person that
this letter evidences strict and complete compliance with each and every ordinance or
regulation of the City or the State of Oregon affecting the construction or use of said
structure or the land upon which it is situated. Such compliance is the responsibility of the
owner and /or occupant of the premises.
This letter certifies only that the work covered under the permit number listed above has
been completed. It is not permission to occupy tenant spaces.
cerely,
/'.-/ ill/
r
Darrel Watkins
Inspection Supervisor
i.•Bldg /complltr
Phone: 503.639.4171 0 Fax: 503.684.7297 0 www.tigard - or.gov ® TTY Relay: 503.684.2772