Correspondence (471) &f
May 11, 2005
•
CITY OF.TIGARD
.P 41+
OREGON
Triplett Wellman, Inc. CO
Nick Wellman Ay
1717 Mount Jefferson Ave
Woodburn, OR 97071
RE: PRELIMINARY PLAN REVIEW
Project Information
Site Permit: BUP2005-00148 Construction Type: V - B
Tenant Name: Cascade Veterinary Occupancy Type: B
Address: 11140 SW 68 Parkway Occupant Load: 50 +
Area: l 7,960 sf, 2 1,650 sf Stories: 2
The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2004
edition; and the Tualatin Valley Fire & Rescue Fire & Life Safety Requirements for Fire
Department Access and Water Supplies (Based on the 2003 International Fire Code as amended
by TVF &R). The submitted plans are approved subject to the following.
GENERAL
1. Erosion control measures shall be in place prior to excavation or grading.
2. The Retaining Wall is to be installed per engineer design.
3. Special Inspection: Special inspection is required for structural masonry. The special
inspection agency shall furnish inspection reports to the Engineer of Record Chris C Van
Vleet, the General Contractor, Triplett Wellman, Inc. and the City of Tigard, Building
Division, attention Hap Watkins. All discrepancies shall be brought to the immediate
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, in conformance with the approved plans and specifications and the
applicable workmanship provisions of the code. 1704 OSSC
4. The backfill shall be placed in lifts and compacted, in a manner that does not damage
the foundation. 1803.2 OSSC
The excavation outside the foundation shall be backfilled with soil that is free of organic
material, construction debris, cobbles and boulders or a controlled low- strength material
(CLSM).
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
FIRE DEPARTMENT ACCESS
5. The driveway is considered a fire department access roadway. The driveway shall be
capable of supporting a 12,500 pound wheel point load and a gross vehicle weight of
50,000 pounds.
ACCESSIBILITY
6. 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).
7. 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
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
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
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.
Resp
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Senior Plans Examiner
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RECEIVED
MAY 0 9 200
CITY OF TIGARD
BUILDING DIVISION
'VAR Fire Marshal's Division Offices
Tualatin Valley North - 14480 SW Jenkins Rd., Beaverton, OR 97005, (503) 356 -4700
Fire & Rescue South - 7401 SW Wash Ct., Tualatin, OR 97062, (503) 612 -7010
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: (Chris C. VanVleet P.E. - Lewis & VanVleet inc.
Phone: [503.885.8605 I Fax:1503.885.1206 I 0
1
Architect / Engineer of Record: (Studio 3 Architecture .08)
Phone:1503.390.6500 1 Fax: (503.390.6501 1
General Building Information
Project Name: !Cascade Veterinary Referral Center
Project Address: 111140 S.W. 68th Parkway 1
City:1Tigard 1 County:1Washington 1 Zip:197223 1
Construction Type(s): Type V -B
Total Bldg Area: ( 9,6121sgft
Total Fire Area: 1 9,6121sgft
Bldg Fire Flow: 1 26471Gallons Per Minute
Describe Fire Area: (If more than one fire area, include an 81/2 x 11 or 11 x 17 drawing Indicating the various fire areas)
Ground Floor Area = 7962 square feet Second Floor Area = 1650 square feet
Type of Occupancy or Use of Building: 1B
•
• IA. Single Occupancy Hazard (If using Item A, DO NOT use Item B) I
Al Building Fire Flow I 2647jGPM
A2 Occupancy Factor I 11
A3 Required Fire Flow 1 2647IGPM
(Use Either Item A Above or Item B Below, But Not Both
I B. Multiple Occupancy Hazard (If using Item B, DO NOT use Item A) I
B1 Determine percent of each occupancy hazard in the fire area.
Occupancy Hazard Class Fire.Area 1 Total. Fire Area 'Percent of Fire Area .
Light Hazard 0 SF 1 1 SF x.100 0 %
Ordinary Hazard Grp 1 0 SF 1 1 SF x 100 0%
Ordinary Hazard Grp 2 0 SF .i 1 SF x 100 0 %
Extra Hazard Grp 1 0 SF 1 1 SF x 1110 . 0
Extra Hazard Grp 2 0 SF 1 1 SF x 100 0%
Total Must equal 100% ( 0 % I
B2 Calculate Fire Flow
Occupancy Hazard Class Factor Fire Area Fire Flow Bldg Fire Flow
Light Hazard 1.0 x 0 % x 2647 GPM = 0 GPM
Ordinary Hazard Grp 1 1.2 x 0 % x 2647 GPM = 0 GPM
Ordinary Hazard Grp 2 1.3 .x 0 % x ' 2647 GPM 0 GPM
Extra Hazard Grp 1 1.4 x 0 % x 2647 GPM = 0 GPM
,Extra Hazard Grp 2 1.5 x _ 0 % x - 2647 GPM 0 GPM
B3 Required Fire Flow 1 0 GPM
I C. Minimum Number of Fire Hydrants Required I
Required Fire Flow 2647 = ( 3 INo. of Hydrants Required
ID. Reduction of Fire Flow - Reductions are based on the following: I
D1 - Reduced by 25% for a NFPA 72 Fire Alarm System (multiply by .75)
D2 - Reduced by 75% for NFPA 13 Automatic Sprinklers (multiply by .25)
IE. Required Fire Flow I
El. Fire Flow 2647 GPM X 1 1 1 = 1 2647 GPM (Max. 3000 - Min. 1500 gpm) 1
IF. Available Fire Flow to the Building I Test Results: I 3,690 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.
- 05/04/05 WED 14:21 FAX 503 591 0986 TVWD ENGINEERING ft001
' I / 16)
TUALATIN VALLEY WATER DISTRICT /�
FIRE HYDRANT FLOW TEST REPORT
Location: A 7 i4 s �LJ 65 -7-4- ‘ A Date: _s i ' S7S 9
Test Made By: (Company & Individual) UU 3
Witness: ,/7/ j Z T Time: 5' Yr
Purpose of Test: 0 �'9 -cc , / y
#1 #2 #3 #4 Total
Flow Hydrant Ports GPM
C = Hydrant Coefficient
D = Inside Dia. Of Outlet,
in.
P = Pitot Reading 1 7_5 — .7.- ? i
Q =GPM r : ,.r ,
Flow equation: Q = 29.83 C D (P) ; Use C = 0.9 for hydrant pitot flow gauge
See Hydrant Monster data for flow equation.
Flow tubes Used? Yes No
Hose Monster Used? Yes No }X
No. of ports flowed at a time:
Static Pressure Y5 psi Residual Pressure "?U psi
i
Flow at 20 psi Residual Pressure (Calculated) 34`7c 1‘f/ ' " 117 ">' • pm
4 0 x/1/99
Remarks ∎
Location Map: Show on map which hydrants were flowed and which were used to
monitor residual pressure. Label ports #1, #2, etc.
l /e w ' .ty I /Pit s ,.4../4...1.
Notes: i . ; 4' /96 Esc - s 6 few 51.4./ '��..,.L
The mapping, flow, or pressure information contained herein reflects conditions on the date
and time of the test. Tualatin Valley Water District makes no representations as to the
system's ability to meet specific fire flow requirements. Future system capability may differ
from the flows reported herein because of subsequent modifications to the District's system
andlor because flow and pressure may vary by time of day and season.
4FHtestform.doC