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Permit CITY OF TIGARD FIRE PROTECTION SYSTEM PERMIT III I. COMMUNITY DEVELOPMENT Permit#: FPS2014-00057 T If;A R D 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 06/17/2014 Parcel: 2S 101 AD03500 Jurisdiction: Tigard Site address: 6600 SW HAMPTON ST Project: Pacific Parkway Center Subdivision: WEST PORTLAND HEIGHTS Lot: Project Description: Fire sprinkler modification to accomodate seismic and interior upgrade of building. Contractor: FIRESTOP CO Owner: PACIFIC REALTY ASSOCIATES 3203 NE 65TH ST#2 ATTN: N PIVEN VANCOUVER,WA 98663 15350 SE SEQUOIA PKWY#300 PORTLAND,OR 97224 PHONE: 360-718-8604 PHONE: FAX: 360-718-8603 FEES Description Date Amount Specifics: Permit Fee-COM 06/17/2014 $717.96 12%State Surcharge-Building 06/17/2014 $86.16 Type of Use: COM Plan Review-Fire Life Safety-COM 06/17/2014 $287.18 Class of Work: ALT Type of Const: VB Info Process/Archiving-Lg$2.00(over 06/17/2014 $2.00 Occupancy Grp: F-1 Height: ft 11x17) Stories: 1 Info Process/Archiving-Sm$0.50(up to 06/17/2014 $20.00 11x17) Commercial Sprinkler System: Sprinkler Required: Yes Sprinkler Type. Wet Standpipe Required: Hazard: ORD2 Density: .20 Design Area: 1500 K Factor: 5.6 Commercial Fire Alarm System: Fire Alarm Required: Alarm Type: Pull Station Required: Smoke Detectors Req: Battery Calcs Provided: Cut Sheets Required: Total $1,113.30 Valuations: Required Items and Reports(Conditions) Sprinkler Valuation: $82,633.00 Residential Square Footage: 0 Fire Alarm Valuation: $0.00 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtai . copy the r, es or direct questions to OUNC by calling 503.232.1987 or 1.:•1.332.234•. Issued By: r Perm -- = ure: Call • .; •.•175 by 7:00 a.m.for the next available inspecti• date. This permit card shall be kept in a conspicuous place on the job site until •mpletion of the project. Approved plans are required on the job site at the time of each inspection. Building Permit Application Commercial dE1F1L i („.: r), i i( i l ,r. t),I l City of Tigard Received 2! , Permit No.:�i�Cj��C�Qpp `J g Date/B : eJ �`/ 7 ° 13125 SW Hall Blvd.,Tigard,OR 97223 ' 1 Plan Revi ,� Other Permit: / ��/3_C c a Phone: 503-718-2439 Fax: 503-598-1960 Date/B : /`rte Inspection Line: 503-639-4175 Date Ready:y: lens: H See Page 2 for T 1 G A R D Notified/Method: �b /'/ Supplemental Information Internet: www.tigard-or.gov � � `� PP TYPE OF WORK REQUIRED DATA:1-AND 2-FAMILY DWELLING ❑New construction ❑Demolition Permit fees*are based on the value of the work performed. Indicate the value(rotnded to the nearest dollar)of all RI Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. ❑ 1-and 2-family dwelling lt.Commercial/industrial Valuation: $ ❑Accessory building ❑Multi-family Number of bedrooms: El Master builder ❑Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: 666 Q, ski HAM Pro 0 ST , _ New dwelling area: square feet City/State/ZIP: T`&A RD Q R , 9'-j 1---2-4 Garage/carport area: square feet Suite/bldg./apt.no.: 'Project name: PAI= T(LV SZ PA.Gt F t . Covered porch area square feet Cross street/directions to job site: PA(L c W A lie-N TE R Deck area: square feet Other structure area: square feet REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision: Lot no.: Permit fees*are based on the value of the work performed. Tax map/parcel no.: Indicate the value(rotnded to the nearest dollar)of all equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORK work indicated on this application. MObiFY4ETENb E—NtSTIN6 PIPE SG-{EbULE Valuation: $ $ Z1633,2— SteSTEM .-Fo / C°Ma 0A T E SEISM IC it 11\1 l Ef-i R Existing building area 1,1119 square feet UP f)E O F g U t L-6 I N CS New building area: square feet Cgt PROPERTY OWNER I ❑ TENANT Number of stories: 1. w, (V\E �' , Name: PAc T RV$-T Type of construction: 'kj B Address: Is 3 s c) 5 CV SE Q Vl 0 IA P K Iii/u/ •S T t_100 Occupancy groups: g City/State/ZIP: c r2_1- L A i/ IS , Q R. , 9 ' 'y7— '4 Existing: B Phone:( ) Fax:( ) New: . rgi APPLICANT El CONTACT PERSON BUILDING PERMIT FEES* (Please refer to fee schedule) Business name: Ft�E STa P o,,vt P A (J Y ( �'L Structural plan review fee(or deposit): Contact name: S0 8, 69...E E N _ FLS plan review fee(if applicable): Address: 32a0,3, f�E 6S-121 5T, SS PA ± 2 / Total fees due upon application: City/State/ZIP: k A.0 Cp v V E I L( W R. 90 6 6 3 ....--e--P h o n e:(36 0)-7 1 8-6 6 0 4. Fax::( ) Amount received: E-mail: tic b, 1 tr e e r fi re.sin p 60 .co An PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* Commercial nd residential prescriptive installation CONTRACTOR roof-top moun 1 PhotoVoltaic Solar Panel S - m. Business name: Sek m E A s A p...05<J E Submit two(2)se". r f roof plan with c•• -ction details and fire department ac•- ,alon_ I the 2010 Oregon Address: Solar Installation Specia 'y •1e checklist. City/State/ZIP: Permit fee(inc .-s pl. view $180.00 an. .uministrative • Phone:( ) Fax:(80g) 3(0 2- S S S C States • arge(12%of permit fee): $21.60 2CB lic.: ,i:3 3 2_-) 9liski- ,` Total fee due upon application: $201.60 Authorized signature: EJ This permit application expires if a permit is no •.twined Illttve7 within 180 days after it has been accepted as comp te. Print name: Ro A E 127 u, 6- E E N Date: •/-4 VI 4- * Fee methodology set by Tri-County Building Industry r Service Board. I:\Building\Permits\BUP_COM_PermitApp.doc Rev. 12/11/2012 440-4613T(11/02/COM/WEB) LC 2720 SW2 Cor Pand, . E N C E 2747 Pence bett A Loop venue,SE,Saortllem,OR OR 97302 97201 1 503503.397223 252.3802 9. CONSTRUCTION 1505 15th Avenue West,Williston,ND 58801 701.774.8912 OR CCM 153167 I CA CCB#942182 I WA CCU LCGPEL'98201 I ND CCBP 41868 I www.LCGPENCE.com Date: 3/10/2014 Letter of Transmittal No. 00044 To: Aaron Cook Phone: 503-517-8157 SUBMITTED FOR: TVA Architects Incorporated Fax: Approval 920 SW Sixth Avenue, Suite 1500 Your Use As Requested ✓ Portland, OR 97204 Review and Comment ACTION TAKEN: Project: PacTrust Pacific Parkway Center- 14-015 Approved as Submitted Approved as Noted Subject: Submittals Returned for Corrections Project Manager: Tristan Cummins Resubmit WE ARE SENDING YOU g Attached ❑ Under Separate Cover Via: Mail the following items: g Shop Drawings ❑ Prints ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Plans g Other: Made from Submittal ❑ Due ❑ Change Order Copies Date Description PD 3/11/2014 Dwg: Title: Fire Design Dwg. for Permit Desc: 210500-001 PD 3/11/2014 Dwg: Title: Fire Design Product Data Desc: 210500-002 15 NO EXCEPTIONS TAKEN. ❑ REVISE AND RESUBMIT. REJEC TED. ❑ SUBMIT SPECIFIED ITEMS. ❑ INFORMATION ONLY; ❑ MAKE CORRECTIONS REVIEWED ACKNOWLEDGED RECEIPT. NOTED. CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE THIS REVIEW IS NOT AN APPROVAL OF DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE ANY DEVIATION FROM THE REQUIREMENTS WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE OF THE CONTRACT DOCUMENTS PLANS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS WHICH SHALL BE CONFIRMED AND DATE 03-10 APPROVED BY TC CORRELATED AT THE JOB SITE; FABRICATION PROCESS AND RDINATION OF WITH NTHAT OF ALL OTHERT RADESOAND THE SATI FACT TORY LCG PENCE CONSTRUCTION1 LLC. PERFORMANCE OF HIS WORK. PDX: 503-252-3802 SALEM: 503-399-7223 TVA ARCHITEI �• DATE 03-25-2014 BY � �/ Remarks: EMAIL 03-10-2014 JA, RK and TC Copies: Signed: TC Tristan Cummins *CFIIJcD,.__ MAN 3 i 2014 TUALATIN VALLEY WATER DISTRICT Test#: 906 FIRE HYDRANT FLOW TEST REPORT Hydrant ID #: 2S1W1 D13H50 Location: 68TH PKWY 13315 ADDRESS Date: 10/6/2010 Test made by: HERB&DAVID Witness: Time: 2:15 Project name: Discharge coefficient: .54816 Inside dia. of outlet = 4.5 inches Pitot reading = 43 psi Pitot 2 = 0 psi Observed flow rate = 2170.6 gpm Flow method: HOSE MONSTER Static pressure: 106 psi Residual pressure: 74 psi Flow at 20psi residual pressure (calculated): 3702 gpm / Location map: To be attached to test report and to show which hydrants were used to monitor residual pressure and flow. Gage information: Static and residuai pressure gage: 101097-3 Pitot gage: 0414101 Hydrant information: Hydrant ID Year Make Notes Flow hydrant: 2S1W1D13H50 1974 MUELLER see map for location Read hydrant: 2S1W1D12H50 1996 KENNEDY see map for location Remarks: The mapping,flow or pressure information contained herein reflects conditions on the date and time of the test. Tualatin Valley Water District makes no representation 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 and/or because flow and pressure may vary by time of day and season. Test gage callibration information available upon request. /_.> , y i i i, } c ^;� M' l a • / 13000 J 85 g ,30,0 W GO J//' Sr74.fi6, l66(n' G e 2 a _JO � '1I ,Z�S 7 y 12,51 cps 4" � �, �d`'r� " b �ai16 2 jD1 g 5 , 13180 C•15 I v• ffiv� L1iw 6; ihilip7 rl-Q5 6bfr ele/. 7 th PKWY. ; I 77 \ VAR NS S i5a2� i3 Water served by Tigard %) 13221 L0i1P FIR 0 Water se ed b y z Tigad D 0 y*- 13333 ,_ il D _, , __, .. t m .4'mtr TRANSMISSION VERIFICATION REPORT TIME : 02/02/2002 16: 05 NAME : TIGARD BUILDING DEPT FAX : 5036243681 TEL . SER.# : BROD4J479592 DATE,TIME 02/02 16:05 FAX NO. /NAME 18883625850 DURATION 00:00:47 PAGE(S) 01 RESULT OK MODE STANDARD EXI- !!k perrrtitted to remain unaltered.For purposes of calculating ations in this chapter.Routine maintenance - demand-capacity ratios,the demand shall consider applica- 3401.2, ordinary repairs exempt from pe ble load combinations with design lateral loads or forces per with Section 105.2,and abatement of wear Sections 1609 and 1613. For purposes of this exception, vice conditions shall not be subject to thee, comparisons of demand-capacity ratios and calculation of repairs in this section. design lateral loads,forces,and capacities shall account for 3405.1.1 Dangerous conditions. Reg: the cumulative effects of additions and alterations since original construction. of structural or nonstructural damage, official shall have the authority to require 3404.4.1 Seismic. Seismic requirements for alterations conditions deemed dangerous. shall be in accordance with this section.Where the existing 3405.2 Substantial structural damage to seismic force-resisting system is a type that can be desig of the lateral force-resisting system.A b nated ordinary,values of R,OD and Cd for the existing seis tamed substantial structural damage to the mic force-resisting system shall be those specified by this its lateral force-resisting system shall be eval code for an ordinary system unless it is demonstrated that in accordance with the applicable provi the existing system will provide performance equivalent to 3405.2.1 through 3405.2.3. that of a detailed intermediate or special system. 3404.5 'obintary seismic improvements. Alterations to 3405.2.1 Evaluation.The building shall,, isting structural elements or additions of new structural de- registered design professional,and the ments that are not otherwise required by this chapter and arc shall be submitted to the code official. initiated for the purpose of improving the performance of the establish whether the damaged building':: seismic force resisting system of an existing structure or the code state,would comply with the'- coeo performance of seismic bracing or anchorage of existing code for wind and earthquake loads.E nonstructural elements shall be permitted, provided that an quake loads shall be required if the sup engineeringan alysis is submitted in the following: damage was caused by or related to earth the building is in Seismic Design Cat 4`•, e altered structure and the altered nonstructural ele- {. — mcnts are no less in compliance with the provisions of Wind loads for this evaluation shall be this code with respect to earthquake design than they Section 1609. Earthquake loads for were prior to the olrerarinn_ required, shall be permitted to be 75 per 2. New structural elements arc detailed and connected to scribed in c force-resisting re 1 s.n glsys of R.shall - the existing structural elements as required by Chapter ins seismic force-resistng system shall be ' � a . $ req Y pte by this code for an ordinary system unless, 16, that the existing system will provide • 3. New or relocated nonstructural elements are detailed and lent to that of an intermediate or special connected to existing or new structural elements as 3405.2.2 Extent of repair for complia required by Chapter 16. evaluation establishes compliance of the 4. The alterations do not create a structural irregularity as Mg in accordance with Section 3405.2.1,',.. defined in ASCE 7 or make an existing structural irregu- be in accordance with the Building Code laritv more severe. don. FOR OFFICE USE ONLY-SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT III :~ Transmittal Letter T I G A R I) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: DATE frown vED LII DEPT: BUILDING DIVISION JUN 10 2014 CITYOF fIGARU FROM: L �G BUILDCK monk COMPANY: �� PHONE: f 34O-- 7/ c'- R&od E RE: peC �w (Site ddress) (Permit Number) P4-1 (Project nam r subdivision name ar Tot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: I Description: Copies: Description: Additional set(s)of plans. Revisions: Cross section(s)and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other( xplain): REMARKS: 1O- - 4 . —•a—+1'„, + e_• a c`-Ce.-p FOR FFI 'E USE ONLY Routed to Permit Technici_ann: Date: 6Y (2-k — Initials: Fees Due: El [a Yes 'No Fee Description: Amount ue: $ $ $ Special Instructions: Reprint Permit(per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Date: Initials: 1:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012 Location: Record Type: Inspection Type: Result: Comments: Inspection Date: Record ID: Inspector: City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Tel: 503.718.2439 6600 SW HAMPTON ST, TIGARD, OR, 97223 Commercial - Fire Protection System 999 Sprinkler ﬁnal PASS - No C of O FPS2014-00057 Jeff Grove Forward ﬂow done with alarm 8:23am Tamper at riser alarmed and seen at panel with notiﬁcation 8:24am Piv alarmed with notiﬁcation 8:25am Central station monitoring veriﬁed above alarms PCC 080 system # Acct # 36-3204 Violation Summary: Inspector Contractor