Correspondence T 503.585.0222
D E F F E N B A U G H 388 State St F 503.585.3131
SSOCI ATES, PC Capitol Center Salem, OR 97301
ARCHITECTURE • PLANNING Client- centered design www.da- arch.com
January 3, 2007
Val Henzel
Senior Plans Examiner
City of Tigard - Building Division
RE: Goodwill Industries - Review #1
S1T2006 -00026
Ms. Henzel,
This letter is in response to your plan review letter dated December 27, 2006. The following
items listed are response to your specific plan review items that required additional information.
RETAINING WALLS:
1. Please provide design and construction information of all retaining walls on site. OSSC
1806 Plan sheet A1.1 note T references sheet A2.2 detail 13, sheet A2.2 is not part of
plan set submitted. Please provide sheet A2.2 and any other sheet that pertains to this
plan review.
Response: The plan sheet Al.! note T reference should state CMU Screen Wall,
instead of Retaining wall. This wall is not intended or designed for
retaining of any earth materials. I have attached (2) copies of Sheet
A2.2 for reference, along with (2) copies of the structural calculations
for the cmu screen wall.
2. Drainage for retaining walls shall be shown on the plans including the connection to an
approved point of discharge . Indicating piping slope, size, material and backwater
valves if required by code. OSSC Chapter 18.
Response: As noted under the response above, the wall indicated on Sheet Al.l
(note T) is not a retaining wall. There are not retaining walls
proposed on this project.
FIRE REVIEW:
3. Please complete the enclosed "TVF&R FIRE FLOW and HYDRANT WORKSHEET ".
The allowable area permitted and the number of hydrants required will be based on the
worksheet. OFC Appendix B & TVF&R #19.
•
Response: Per email correspondence dated January 2, 2007, the TVF &R Fire
Flow and Hydrant Worksheet was already submitted as part of the
Site Development review application and approved per John Dalby.
An copy of John Dalby's email stating approval of the fire flow and
hydrant worksheet was provided via email to you on January 2, 2007.
4. Provide locations of adjacent fire hydrants as required per OFC 508. Note: Fire
hydrants - Commercial Buildings: Where a portion of the building is more than 400 feet
from a hydrant on a fire apparatus access road, as measured in an approved route
around the exterior of the building, on -site hydrants and mains shall be provided (OFC
508.5.1)
Response: Per email correspondence dated January 2, 2007, a copy of a tax map
indicating the locations of all existing fire hydrants within 400 -feet of
the subject property/building was provided. This map was also
provided to John Dalby (TVF &R) as part of the Site Development
Review application.
I hope this information assists you in completing your plan review for the above mentioned
project. Please call if you have questions or concerns.
Sincerely,
DE NBAUGH & ASSOCIATES, P.C.
Randall Rieks
Project Manager
S I T (, — vrx)Zb Page 1 of 2
Val Henzel - Re: Goodwill Industries - Review #1
From: "Randall Rieks" <Randall @da- arch.com>
To: "Val Henzel" <Val @tigard- or.gov>
Date: 1/2/2007 11:51 AM
Subject: Re: Goodwill Industries - Review #1
Val,
attached is a copy of John's email and the tax map showing the location of the adjacent fire hydrants. I will
submit the A2.2 sheet into your office tomorrow.
Thanks
Randall
»> On Tuesday, January 02, 2007 at 11:31 AM, in message <s59a42a4.019 @ci.tigard.or.us >, "Val Henzel"
<Val@ tigard- or.gov> wrote:
Thank you for you response. I do need John Dalby sign off on items # 1 & 2, I spoke with John this
morning and he stated he is ok with these issues and he stated he had sent you an e-mail on this
approval, I need a copy of this approval w /the marked tax map. Item #3, I found the survey report with
building plan submittal thank you. For sheet A2.2, I need 2 copies.
Val Henzel
Senior Plans Examiner
13125 SW Hall Blvd.
Tigard, OR 97223
(503) 718 -2436
val@ tgard- or.gov
»> "Randall Rieks" <Randall @da- arch.com> 01/02 7:39 AM »>
Val,
I received your plan review letter for the Goodwill Industries project and I have a couple of
questions /concerns.
Fire Review:
1.) I have already submitted the Fire Flow and Hydrant Worksheet (twice) into the city. Once for the Site /(
Development review application and again when I submitted for the Site Permit. I also included a email
correspondence from John Dalby stating he•approved the flow worksheet and fire hydrant locations. Please
let me know if you need me to resubmit this item again.
2.) Fire Hyrdant locations: During the Site development review applicatin process we had to provide a tax
map to John Dalby showing the locations of the adjacent fire hydrants within 400 -feet of our site. We did this
and as stated above (1) he has approved our site design. Please let me know if you need a copy of this
marked -up tax map for your file?
3.) I notice you attached the Building Survey report. I also submitted this report into the city. It may have
been with the Building permit submittal. Please let me know if you need me to resubmit this item.
FYI - Sheet A2.2 was submitted as part of the building permit application and not the site permit. How many
copies of this sheet do you need?
I will also get a revised utility plan into you showing the drainage pipe for the retaining wall.
Thank you for your timely plan review letter.
file: / /C:\Documents and Settings \val.000\Local Settings \Temp \GW }00002.HTM 1/2/2007
Page 2 of 2
Randall Rieks
Project Manager
DEFFENBAUGH & ASSOCIATES P.C.
388 State Street, Suite 840
Salem, Oregon 97301
Ph: 503.585.0222
Fax: 503.585.3131
For more information about Deffenbaugh & Associates, visit our website at www.da - arch.com
This electronic message transmission, including any attachments, and CADD drawings, contains information
from Deffenbaugh & Associates, P. C. The information is intended to be for the use of the individual or
entity named above. Due to the potential that the information set forth may be modified by other parties,
unintentionally or otherwise, Deffenbaugh & Associates, P.C. Architecture reserves the right to remove all
indication of ownership and /or involvement from each electronic display. Any use or reuse by others,
without written verification by Deffenbaugh & Associates, P.C. Architecture for the specific purpose
intended, will be at the user's sole risk, and without any liability or legal exposure of Deffenbaugh &
Associates, P.C. Architecture. The user shall, to the fullest extent permitted by law,
indemnify and hold harmless Deffenbaugh & Associates, P.C. Architecture from all claims, damages,
losses, and expenses, including attorney's fees arising out of or resulting therefrom. Reproduction of any
architectural renderings, models, site plans, floor plans, etc. prepared by Deffenbaugh & Associates, P.C.
Architecture is prohibited without the inclusion of Deffenbaugh & Associates, P.C. Architecture as an
acknowledgment.
•
file: / /C:\Documents and Settings \val.000\Local Settings \Temp \GW)00002.HTM 1/2/2007
:1.0 fi
• J '
Tualatin Valley
Fire & Rescue
October 19, 2006
Cheryl Caines, Assistant Planner
City of Tigard Planning Division
13125 SW Hall Boulevard
Tigard, OR 97223
Re: Goodwill Industries Center (SDR) 2006 -00002
Dear Cheryl,
Thank you for the opportunity to review the proposed site plan surrounding the above named development
project. Tualatin Valley Fire & Rescue endorses this proposal predicated on the following criteria and conditions
of approval:
1) REFLECTIVE HYDRANT MARKERS: Fire hydrant locations shall be identified by the installation of reflective
markers. The markers shall be blue. They shall be located adjacent and to the side of the centerline of the
access road way that the fire hydrant is located on. In case that there is no center line, then assume a
centerline, and place the reflectors accordingly. (IFC 508.5.4)
The new hydrant installation must include this feature.
2) ACCESS AND FIRE FIGHTING WATER SUPPLY DURING CONSTRUCTION: Approved fire apparatus
access roadways and fire fighting water supplies shall be installed and operational prior to any combustible
construction or storage of combustible materials on the site. (IFC 1410.1 & 1412.1)
3) KNOX BOX: A Knox Box for building access is required for this building. Please contact the Fire Marshal's
Office for an order form and instructions regarding installation and placement. (IFC 506)
We trust this letter will be helpful with the final design of this proposal insofar as fire apparatus access and
firefighting water supplies are concerned. If there is anything about this letter you do not understand, disagree
with, or wish to discuss further, please call me.
Sincerely,
John K. Dalby
John K. Dalby, Deputy Fire Marshal II
Tualatin Valley Fire & Rescue, North Division
14480 SW Jenkins Road
Beaverton, OR 97005 -1152 •
(503) 356-4723
North Division Office
14480 SW Jenkins Road, Beaverton, OR 97005 Phone: 503 - 356 -4700 Fax: 503- 644 -2214 www.tvfr.com
Page 1 of 2
Val Henzel - Re: Goodwill Industries - Review #1
From: Val Henzel
To: Rieks, Randall
Date: 1/2/2007 11:31 AM
Subject Re: Goodwill Industries - Review #1
Thank you for you response. I do need John Dalby sign off on items # 1 & 2, I spoke with John this morning and
he stated he is ok with these issues and he stated he had sent you an e-mail on this approval, I need a copy of
this approval w /the marked tax map. Item #3, I found the survey report with building plan submittal thank you.
For sheet A2.2, I need 2 copies.
Val Henzel
Senior Plans Examiner
13125 SW Hall Blvd.
Tigard, OR 97223
(503) 718 -2436
val @tigard- or.gov
»> "Randall Rieks" <Randall@da - arch.com> 01/02 7:39 AM »>
Val,
I received your plan review letter for the Goodwill Industries project and I have a couple of questions /concerns.
•
Fire Review:
1.) I have already submitted the Fire Flow and Hydrant Worksheet (twice) into the city. Once for the Site
Development review application and again when I submitted for the Site Permit. I also included a email
correspondence from John Dalby stating he approved the flow worksheet and fire hydrant locations. Please let
me know if you need me to resubmit this item again.
2.) Fire Hyrdant locations: During the Site development review applicatin process we had to provide a tax map to
John Dalby showing the locations of the adjacent fire hydrants within 400 -feet of our site. We did this and as
stated above (1) he has approved our site design. Please let me know if you need a copy of this marked -up tax
map for your file?
3.) I notice you attached the Building Survey report. I also submitted this report into the city. It may have been
with the Building permit submittal. Please let me know if you need me to resubmit this item.
FYI - Sheet A2.2 was submitted as part of the building permit application and not the site permit. How many
copies of this sheet do you need?
I will also get a revised utility plan into you showing the drainage pipe for the retaining wall.
Thank you for your timely plan review letter.
Randall Rieks
Project Manager
DEFFENBAUGH & ASSOCIATES P.C.
388 State Street, Suite 840
Salem, Oregon 97301
Ph: 503.585.0222
Fax 503.585.3131
For more information about Deffenbaugh & Associates, visit our website at www.da - arch.com
This electronic message transmission, including any attachments, and CADD drawings, contains information
file: / /C:\Documents and Settings \val.000\Local Settings \Temp \GW)00001.HTM 1/2/2007
City of Tigdrd, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223
•
January 10, 2007
TIGARD
Deffenbaush & Associates
Randall Riers
388 State St Suite 840 E COPI
Salem, OR 97301
RE: ISSUANCE OF SITE PERMIT
Project Information
Building Permit: SIT2006 -00026 Construction Type: V -B
Tenant Name: Goodwill Industries Occupancy Type: M /S1
Address: 13920 SW Pacific Hwy Building Area: 1 story, 21,653 sq ft
Dear Randall,
The Building Division has completed the review of the project listed above. The project has not been
released by either the Planning Division or the Engineering Division at the time of this letter, so the Site
Permit cannot be issued. If you have questions please contact Maris Buxton @ 503 - 718 - 2453.
The date of this letter begins the 180 day time limitation in accordance with Section 105.3.2 of the State of
Oregon, Structural Specialty Code, 2004 edition. If the permit has not been issued within the time
limitations referenced in section 105.3.2, the work shall be considered abandoned and the plans will be
expired.
Respectfull , ;
it"/W —aigsj
Val Henzel,
Senior Plans Examiner
Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772
City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223
r
1 1
i
January 10, 2007
T IGARD
Deffenbaush & Associates
Randall Riers
388 State St Suite 840
Salem, OR 97301
RE: GOODWILL INDUSTRIES — SITE
Project Information
Building Permit: SIT2006 -00026 Construction Type: V -B
Tenant Name: Goodwill Industries Occupancy Type: M /S1
Address: 13920 SW Pacific Hwy Building Area: 1 story, 21,653 sq ft
The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004 edition,
the Tualatin Valley Fire & Rescue Fire & Life Safety Requirements for Fire Department Access and Water
Supplies based on the 2004 Oregon Fire Code as amended by TVF&R). The submitted plans are approved
subject to the following.
EROSION
1. Erosion control measures shall be in place prior to excavation or grading.
SPECIAL INSPECTION
2. Special inspection is required for engineered grading, excavation and fill. The special inspection
agency shall furnish inspection reports to the Engineer of Record, the General contractor, and the City
of Tigard Building Division (attn. Hap Watkins). All discrepancies shall be brought to the attention
of the general contractor for correction. The special inspector shall submit a final signed report stating
whether the work requiring special inspection was, to the best of the inspector's knowledge, is in
conformance with the approved plans and specifications and the applicable workmanship provisions
of the code 1701.3 OSSC
FIRE DEPARTMENT ACCESS
3. The driveway is considered a fire department access roadway to the point prior to exceeding 10%
slope. The driveway shall be capable of supporting a 12,500 pound wheel point load and a gross
vehicle weight of 50,000 pounds at that point.
Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard- or.gov • TTY Relay: 503.684.2772
FIRE LINES — OFC 508 - NFPA
4. FDC line /valves and fire sprinkler line shall be designed by NFPA 24 and NFPA 13. All piping shall be
inspected prior to backfill. Piping shall be listed for fire protection service and shall comply with the
standards in NFPA 24, Table 10.1.1
5. The fire service main shall be flushed thoroughly before connection to the system riser in order to
remove foreign materials that might have entered the main during the course the installation. The flow
rate shall not be less than the water demand rate of the system. NFPA 24, 10.10.2
6. Hydrostatic testing of the underground piping shall occur upon completion of work. The contractor's
material and test certificate for underground piping shall be completed and signed. Copies shall be
prepared for approving authorities, owners and contractor. NFPA 24,10.10.1 (All piping shall be
inspected prior to backfill.)
7. conveniently attached to the inlets without interference from any nearby objects, including buildings,
fences, posts, or other fire department connections. NFPA 14, 5.9.5.2
8. All piping and attached appurtenances subjected to system working pressure shall be hydrostatically
tested at 200 psi (13.8 bar) or 50 psi (3.5 bar) in excess of the system working pressure, whichever is
greater, and shall maintain that pressure without loss for 2 hours. Loss shall be determined by a drop in
gauge pressure or visual leakage. The test pressure shall be read from a gauge located at the low
elevation point of the system or portion being tested. NFPA 24, 10.10.2.2
9. The fire service main shall be minimum 36 inches below grade under driveways and 30 inches
elsewhere. The depth shall be measured from the top of the pipe to finished grade. NFPA 24, 10.4
10. When pipe must be run under buildings, special precautions shall be taken, including the following
• Arching the foundation walls over the pipe
• Running the pipe in covered trenches
• Providing valves to isolate sections of pipe under building. NFPA 13, 10.6
11. Thrust blocks shall be placed between undisturbed earth and the fitting to be restrained and shall be
capable of such bearing to ensure adequate resistance to the thrust to be encountered. Wherever
possible, thrust blocks shall be placed so that the joints are accessible for repair. NFPA 24, 10.8
12. Clearance shall be provided around all piping. The holes shall be sized 2 inches larger than the pipe for
1 -in nominal to 31/2 -in nominal and 4 -in larger than the pipe 4 -in nominal and larger. No clearance is
required if flexible couplings are located within 1 ft of each side wall, floor, platform or foundation.
NFPA 13, 9.3.4.
13. Each fire department connection to sprinkler systems shall be designated by a sign as follows:
(1) The sign shall have raised or engraved letters at least 1 in. (25.4 mm) in height on a plate or fitting.
(2) The sign shall indicate the service for which the connection is intended and shall read, for example
as follows: NFPA 24, 5.9.5.3
AUTOSPKR
• OPEN SPKR
AND STANDPIPE
14. A sign at inlets shall indicate the pressure required to deliver the greatest system demand.
NFPA 24, 5.9.5.4
15. Piping shall be listed for fire protection service and shall comply with the standards in Table 10.1.1
ACCESSIBILITY
16. Accessible walkways and routes shall not exceed a running slope of 1 unit vertical in 20 units
horizontal (5% slope). Cross slopes shall not exceed 1 unit vertical in 50 units horizontal (2% slope).
1103 OSSC
17. Accessible parking spaces and access aisles shall be located on a surface with a slope not to exceed 1
unit vertical in 50 units horizontal in all directions. 1104.4.3 OSSC
18. The accessible parking sign is required to be 84 inches to the bottom of the sign.
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. 106.4.2 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,
Val Henzel,
Senior Plans Examiner
c •
I T-0207)&_ oz:70 P age 1 of 2
Randall Rieks - RE: Goodwill - New Building (Tigard - Site Development ReviewSRR2006-
00002) C
From: "Dalby, John K." b
To: "Randall Rieks" cl ? , 6
Date: Monday, November 27, 2006 2:03 PM eu, ' ;��„ 0 0
Subject: RE: Goodwill - New Building (Tigard - Site Development ReviewSRR2006 "0b0Q2) )
The final version of the site plan (including fire hydrant locations) has been accepted by the fire district. If there
have been any recent changes in the plan, a PDF copy must be submitted for approval by this office. The Tigard
Building Department will be reviewing all building plans including the automatic sprinkler system. The fire district
has no authority to approve or deny the construction of the building or the installation of any fire protection
systems.
You can obtain the application for the required KNOX box by calling 503 - 356 -4700.
The Building Survey form is building information we require for our computer database. It can be downloaded
from our web site at www.tvfr.com. Click on "Departments" and scroll down to and click on "Fire Prevention?
When that downloads, click on "New Construction" and then click on "Forms and Brochures." The menu from
which you obtain the survey form also contains instructions to help you.
Hope this helps.
John K. Dalby, Deputy Fire Marshal II
Tualatin Valley Fire & Rescue, North Division
14480 SW Jenkins Road
Beaverton, OR 97005 -1152
503- 356 -4723
From: Randall Rieks [mailto:Randall @da- arch.com]
Sent: Monday, November 27, 2006 10:46 AM
To: Dalby, John K.
Subject: Goodwill - New Building (Tigard - Site Development ReviewSRR2006- 00002)
John,
I wanted to touch base with you via email, since last week (Left you a voicemail) regarding our Goodwill
Industries new Retail /Donation Center in Tigard, OR. (13900 SW Pacific Highway).
We received the city's SDR notice of decision report and we are also wanting to submit for bldg. permit very
soon, and I have a couple of questions for you.
SDR2006- 00002:
In the report, the city states that prior to issuance of Site Permits a condition of the following must be met:
'The applicant shall provide final written approval from TUFR for the proposed site plan, fire hydrant
configuration and fire suppression system."
file: / /C:\Documents and Settings\Administrator\Local Settings \Temp\XPgrpwise \456AF01... 12/6/2006
Page 2 of 2
f
Do I need to submit to you our final site utility plan that indicates the location of the fire hydrants
(w/ reflective hydrant marker note) to you in order to receive the final written approval?
I believe our civil engineer (Ray Engel - Westech Engineering) provided the fire flow worksheet to you back in
June of this year, in order to get a prelim. approval of the fire hydrant location so we could initially submit our
application into the city.
Also the fire sprinkler system for inside the building will be a bidder design system. This design /work has not
been awarded to a Oregon Fire Sprinkler contractor yet. We plan on noting on our cover sheet that this will be a
Deferred submittal in accordance with IBC Section 106.3.4.2
(FDC, VAULT AND FIRE LINE TO BLDG. is indicated on our engineers site utility plan - Sized per fire flow
worksheet)
Who do I need to contact to get the order form for the Building Knox Box?
BUILDING PERMIT SUBMITTAL:
Per the City of Tigard Building Division Plan Submittal requirement sheet, they list that a extra set
of the Fire Department Building Survey be provided. What is this survey? Is it a form, I need to fill -
out? If so, how do I get a copy?
We will be submitting as part of the bldg. permit documents a Fire, Life & Safety floor plan as well as a Fire, Life
& Safety Site plan (On the site development plan).
Thank you for taking the time to answer my questions.
Sincerely,
Randall Rieks
Project Manager
DEFFENBAUGH & ASSOCIATES P.C.
388 State Street, Suite 840
Salem, Oregon 97301
Ph: 503.585.0222
Fax: 503.585.3131
For more information about Deffenbaugh & Associates, visit our website at www.da- arch.com
This electronic message transmission, including any attachments, and CADD drawings, contains information
from Deffenbaugh & Associates, P. C. The information is intended to be for the use of the individual or entity
named above. Due to the potential that the information set forth may be modified by other parties,
unintentionally or otherwise, Deffenbaugh & Associates, P.C. Architecture reserves the right to remove all
indication of ownership and /or involvement from each electronic display. Any use or reuse by others, without
written verification by Deffenbaugh & Associates, P.C. Architecture for the specific purpose intended, will be at
the user's sole risk, and without any liability or legal exposure of Deffenbaugh & Associates, P.C. Architecture.
The user shall, to the fullest extent permitted by law,
indemnify and hold harmless Deffenbaugh & Associates, P.C. Architecture from all claims, damages,
losses, and expenses, including attorney's fees arising out of or resulting therefrom. Reproduction of any
architectural renderings, models, site plans, floor plans, etc. prepared by Deffenbaugh & Associates, P.C.
Architecture is prohibited without the inclusion of Deffenbaugh & Associates, P.C. Architecture as an
acknowledgment.
file: / /C:\Documents and Settings\Administrator\Loca1 Settings \Temp\XPgrpwise \456AF01... 12/6/2006
S i I - 2,o - o (o - uuco 20o
:,
Vo
Fire Marshal's Offices DEC 2�
1rq i / Ci D6
SI
North Dlvlslon - 14480 SW Jenkins Rd., Beaverton, OR 97005 PH (503) 356 4700 ..,...
Tualatin Vie South Division - 7401 SW Washo Ct., Ste. 101, Tualatin, OR 97062 • PH (503) 612 -7000 • Fax (03 '�
Fire & Rescue
Building Survey Report Zooq 0
FMZ : ____________ ____ (to be filled out by TVF &R) Code Edition:2 = taG 4= Q,cEjo41 AMENOIMENrS
Name of Facility:_14CrAti4 _ DoNATiol 4 CENrClz
Name of Building: At*Picalu- iUPt 1PIJrS
Address: _13920 $tJ ?AC-Ant 6(044/
Owner:C•I.QQQ,h�k EyO 116111 t Qr t�t�i1 Telephone No.
6o3) 23_00-_6(10
Architect: QE $ig l_ VlQ ti t •G• Telephone No. ( ) 55 QZ22
Architect Address: 3 efts/gm S?1 U1 -I-
!L•1 glen .6,4t.E 1 pt. 1'161
ITEM COMM DESCRIPTION
1. Occupancy Type r y11�� _I Iuse Capacity L
2. Construction Type N.14° N.14° r �` Year Built 22
3. Area (Sq. Ft.) Totals 4 Largest Floor Basement ..-
4. Stories No. 1 Height 2)1.I High Rise ❑ Y taN
5 a. Exterior Wall Construction toriz•t Stow, laiLLA CO ' , r»i,
b. Opening Protection �
6. Interior Wall Construction
rM ErM- STi 0 Fambilible k.i fe/P. 1.4044. Snn0>
7. Floor Construction
.41,415 .■ AN— 61410E-
8. Roof Construction YL• ...101g6 } 41R y t. :X Wel FtSIEPWS
9. Attic Draft Stops No. K A tdG . i ri y
10a. Occ. Sep. Wall Construction No.
Nip- tJoM Oses- Ie 30z7.1
b. Opening Protection
11a. Fire Wall Construction No. I ...
b. Opening Protection ...
12a. Smoke Barrier Wall Construction No. ... I
b. Opening Protection ....-
13a. Corridor Wall Construction
b. Opening Protection r
14a. Corridor Ceiling Construction
b. Opening Protection
15a. Shafts No. ,... IType ,... I
b. Opening Protection
building Survey Report
FMZ : _ (to be filled out by TVF &R)
Name of Facility: _ ztvAl.Ip O'1 GENTEIz-
ITEM COMM. DESCRIPTION
16a. Stair Enclosure No.
-
b. Opening Protection
4 .
17. Stair; No. t.. r
•
18. Ramps • .No. . . —
•
19. Interior Finish Class Room Corridor _ Exit Enclosure �•
20. Exits No. /) dotal Width 2cd
•
21. Exit Hardware Type FANit � � ' EMU&Er BR Alt-thaSI • • 22a • 'Exit Signs/IIlumination ' • f / J �^�� � L �, .4.05a E t. i
b. Emergency Lighting 1 7
23. Auto Sprinkler Coverage 7E$ • DE�t�R�R V 113511
24. Standpipe Class/Locations 7
25. Fire Alarm Typ&Coverage S I141C(.E• IiDN ITo1 IN4t
I PAST IA
26. Heating, Ventilation & Air Conditioning Typ fteiliPiratiFuel 44 I
27. Electrical Installation Jro
28. Stage/Platform
29. Hazardous Area
30. Other
Comments:
Alternate Materials & Methods
•
•
•
TVF &R Use Only
Inspected By: I Date I No. Attachments
Reviewed By: I Date
Updated
•
- Ire! kcfrAlleA t ,.JP.313: 7 4 .
r(
R
, JA! ? RAV �'�N�� t� �at1 \ s r
•
1, .4.,4
• Fire Marshal's Division Offices e 0�
so oik. North -14480 SW Jenkins Rd., Beaverton, OR 97005, (503) 356- 47, 6 '
Q0�,,
South - 7401 SW Wash Ct., Tualatin, OR 97062, (503) 612 -7010 7 6 1 / 0
Fire Flow and Hydrant Worksheet
This worksheet is required to be submitted to and approved by the Authority Having Jurisdiction (AHJ) before
any permits for new building construction, building expansion or fire hydrants will be issued by any building
department within the TVF &R District. See the instructions for assistance completing this form or call one of
the above numbers.
Preparer Information
Preparer Name: I Raymond C. Engel, P.E.
Phone: 1 503 -585 -2474 I Fax: 1503 -585 -3986 1
Architect / Engineer of Record: (Westech Engineering I
Phone: 1503 -585 -2474 1 Fax:1503 -585 -3986 I
General Building Information
tect Name: 'Goodwill Tigard I
Project Address: 113880 SW Pacific Highway I
City:1Tipard I County:IWashington I Zip:197223 I
Construction Type(s): 'Type V -B I
0
Total Bldg Area: 1 21,653 I sgft 0
0
Total Fire Area: 1 21,6531 sgft 0
Bldg Fire Flow: 1 01 Gallons Per Minute (Light Hazard)
Describe_ Fire Area: (If more than one fire area, Include an 81/2 x 11 or 11 x 17 drawing indicating th various fire areas)
Retail area, product processing and office space. Goods are either sorted from on - site donations or from truck
deliveries. Goods that are delivered are brought to the site in 4' sq. cardboard boxes stacked 2 high.
Type of Occupancy or Use of Building: M, F -1
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� , Occupancy Hazard
Al Determine percent of each occupancy hazard in the fire area.
Occupancy Hazard Class Fire Area Total Fire Area ent of Fire Area
Light Hazard 2003 SF / 21,653 SF x 100 - 9.25 %
Ordinary Hazard Grp 1 7280 SF / 1 21,653 SF x 100 - 33.62 %
Ordinary Hazard Grp 2 12370 SF / 21,653 SF x 100 - 57.13 %
Extra Hazard Grp 1 0 SF / 1 SF x 100 - 0 %
Extra Hazard Grp 2 0 SF / 1 1 SF x 100 - 0 %
Total Must equal 100% I 100 % I
A2 Calculate Fire Flow
Occupancy Hazard Class Factor Fire Area Fire Flow Bldg Fire Flow
Light Hazard 1.0 x 9.25 % x 0 GPM - 0 GPM
Ordinary Hazard Grp 1 1.2 x 33.62 % x 0 GPM - 0 GPM
Ordinary Hazard Grp 2 1.3 x 57.13 % _ x 0 GPM - 0 GPM
Extra Hazard Grp 1 1.4 x 0 % x 0 GPM - 0 GPM
Extra Hazard Grp 2 1.5 x 0 % x 0 GPM - 0 GPM
A3 Required Fire Flow ( 0 GPM I
I B. Minimum Number of Fire Hydrants Required I
Required Fire Flow 0 I 0 I No. of Hydrants Required
I t. Reduction of Fire Flow - Reductions are based on the following: I
Cl - Reduced by 25% for all Group R Occupancies without fire sprinklers (multiply by .75)
C2 - Reduced by 25% for a NFPA 72 Fire Alarm System (multiply by .75)
C3 - Reduced by 75% for NFPA 13 Automatic Sprinklers (multiply by .25)
ID. Required Fire Flow I
D1 - Group R occupancy I No Ix I 1 I ( 0 GPM (Max. 3000 - Min. 1500 gpm) I
D2 - Fire Flow 0 GPM x I 0.25 I I 1500 GPM (Max. 3000 - Min. 1500 gpm) I
I E. Available Fire Flow to Building I Test Results: I I GPM
Manually enter available fire flow here. Please attach documentation of the flow test that was made. It
shall include date, time, location of static /residual and flow hydrants, and the tester's name, phone
number and address.
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Project: I Goodwill hut.
Test Date: 06/27
Static Hydrant: McDonald & Hwy 99 Design GPM:` 0
Flow Hydrant: MCDonaid & HV► 99 Design PSI: ' 0.0
Ps 52.0 Test Static Pressure Reading Available Pressure at Design GPM: 52.0
Pr' 500 Test Residual Pressure Reading PSI Headroom : 52.00 100%
GPMr 671 Test Flow at Residual Pressure GPM Headroom : 3906 ERR
Hyd. Coef.: ■ 0,90 1 Pitot PSI:
Outlet Diam. IN: 2.5 - Hyd. Flow: INA 4;"4 1 •
Flow Test Summary Curare
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7%-‘4 -
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0 a '
0 500 1000 100 2000 - 2500 8000 9500
FlowOP -
Goodwill la 50 - Patted 66012000
FLOW AT SPECIFIED PRESSURE CALCULATION TION .
STATIC= 52 PSI 32.0 Ps-P =A
RESIDUAL= 50 PSI 210. Ps -Pr=B
FLOW= 671 GPM 16:0 _ A/B =C
PRESSURE= 20 PSI 4.5 - CA. 54=D
AVAILABLE FLOW= 2998$0 GPM =a w 3.