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Permit CITY OF TIGARD FIRE PROTECTION SYSTEM PERMIT • COMMUNITY DEVELOPMENT Permit#: FPS2018-00003 Date Issued: 02/12/2018 T t(.;+,II I) 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Parcel: 2S112DA01400 Jurisdiction: Tigard Site address: 15350 SW SEQUOIA PKWY 300 Project: Pactrust Subdivision: 1996-048 PARTITION PLAT Lot:'2 Project Description: Fire sprinkler permit:Adding and altering(21)sprinkler heads for TI. Contractor: WESTERN STATES FIRE PROTECTION Owner: PACIFIC REALTY ASSOCIATES 17500 SW 65TH AVE ATTN: N PIVEN LAKE OSWEGO, OR 97035 15350 SW SEQUOIA PKWY#300 PORTLAND,OR 97224 PHONE: 503-657-5155 PHONE: FAX: FEES Description Date Amount Specifics: Permit Fee-COM 01/31/2018 $263.60 12%State Surcharge-Building 01/31/2018 $31.63 Type of Use: COM Plan Review-Fire Life Safety-COM 01/31/2018 $105.44 Class of Work: ALT Type of Const: IIB Info Process/Archiving-Lg$2.00(over 01/31/2018 $2.00 Occupancy Grp: B Height: ft 11x17) Stories: 3 Info Process/Archiving-Sm$0.50(up to 01/31/2018 $20.00 11x17) Commercial Sprinkler System: Sprinkler Required: Yes Sprinkler Type: Wet Standpipe Required: No Hazard: LT Density: 0.1 Design Area: 1000 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 $422.67 Valuations: Required Items and Reports(Conditions) Sprinkler Valuation: $17,175.00 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 obtain a copy of the rules or direct questions to 0. C by callin.; 13.232.1987 or 1.800 332.2344. ,.. d_),;;t„, Issued By: ittee Signature: 71(//ei Call 503.639.4175 by 7:00 a.m.for the next available inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. Building Permit Application Fire Protection System FOR OFFICE USE ONLY City of Tigard %" Received L i/ PermitNo.: �/�f�'y j c `J g . ,' *,,,r !1,,€ DateBy: I b - / �J ✓/yI C' )(,)1 II 13125 SW Hall Blvd.,Tigard,OR 9 #'* Plan Review .1 / .. c ' . Other Permit: ,y�}� 111 N Phone: 503.718.2439 Fax: 503.598`.1 1 lc� DateBy: yge 2 f' mac- Inspection Line: 503.639.4175 r t,} i Date ReadyBy: / / I H See Page 2 f TIGARD Internet: www.tigard-or.gov pr\14 ,�? Nof ted/Method�- / 4 L e Supplemental Information ! L, a� 4i3 (�iKQ ti d �I ii-1.,', °:!',:..7:..."11, 9 P i _ .� F z � Cyt� qan�a, � ��- tom I �= :,z 0 New construction Ili Demolition Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all ®Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the �" work indicated on this application. ry iF � P4y � I1 . : ��a - l , — . .._ _- Valuation: -� ❑ 1-and 2-family dwelling ®Commercial/industrial ❑Accessory buildingMulti-family Number of bedrooms: 0 ❑Master builder ❑Other: Number of bathrooms: Job site address:4 ; 1 1 — Total number of floors: 15350 SW Sequoia Pkwy#300 New dwelling area: square feet City/State/ZIP:Portland,OR 97224 Garage/carport area: square feet Suite/bldg./apt.no.: Project name:Pactrust Break Room Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet Subdivision: Lot no.: Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all Tax map/parcel no.: equipment,materials,labor,overhead,and the profit for the t 3` m -404.4work indicated on this application. Fire Sprinkler Tenant Improvement Valuation: $17,175 Existing building area: 64689 square feet New building area: square feet CV -. Number of stories: 3 Name:Pacific Realty Associates,L.P. Type of construction: II-B Address:15350 SW Sequoia Pkwy#300 Occupancy groups: City/State/ZIP:Portland,OR 97224 Existing: Light Phone:(503)624-6300 Fax:( ) New: Light e Se Business name:Western States Fire Protection All contractors and subcontractors are required to be Contact name:Michael Stadelman licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address:17500 SW 65"'Ave jurisdiction in which work is being performed.If the City/State/ZIP:Lake Oswego,OR 97035 applicant is exempt from licensing,the following reasons apply: Phone:(503)305-3019 I Fax::( ) E-mail:michael.stadelman@wsfp.us Business name:Western States Fire Protection Permit fee: Address: 17500 SW 65th Ave State surcharge(12%of permit fee): City/State/ZIP:Lake Oswego,OR 9703 FLS plan review(40%of permit fee): Phone:(503)305-3019 Fax:( ) (Due upon application submittal) CCB lie.:104570 Total permit fees: Amount received: Authorized signature:���� / j This permit application expires if a permit is not obtained Print name:Michael Stadelman bate:01-18-18 within 180 days after it has been accepted as complete. * Fee methodology set by Tri-County Building Industry Service Board. 440-4613T(11/02/COM/WEB) I:\Building\Permits\FPS-PermitApp_031016.doc City of Tigard: Fire Protection Permit Checklist Page 2- Supplemental Information t 4 hm! 9_tit t ai' r—,il'I� � �� .P, 'fi rir.?� !I l =Ilh _ , ' �,i '''Type r ,�. ':,b;c—� 4r .w.' li '.l' t ,I=- tf , -fir-----& 4` �6(-—— i �-r .a ND �.: u l i ,_. Ip 1.) Type of Work: 2.) Addition/alteration only to sprinkler heads: 3.) Addition/alteration only to alarm devices: ❑ New system Number of sprinkler heads ?. Number of alarm devices: Addition or ❑ 1-10 heads: Affidavit required and ❑ 1 5 devices: Affidavit required and Alteration (3) copies of sketch showing area (3) copies of sketch showing area to existing of work within building structure of work within building structure system in 11+ heads: Plan review required and ❑ 6+ devices: Plan review required and (3) sets of plans. (3) sets of plans. ovoliv Additional description of work: �� _n -.-.,_1; V _ _1 t t . Sprinkler Type Additional Standpipes IN Wet ❑ Dry Information: Sprinkler Supply Line ❑ Yes ❑ No Hazard Group („ •/— Density 0 Design Area 1 i�DCa . " K. Factor 5G. Sprinkler Project Valuation: ;$t_j...„, Hood Project Valuation: $ Submittal shall Battery Calculations include: ❑ Yes Individual Component ❑ Yes Cut Sheets Fire Alarm Project Valuation: I $ t . e tiris$f. t Square Footage: Permit Fee: 0 to 2,000 $198.75 4 2,001 to 3,600 $246.45 3,601 to 7,200 $310.05 7,201 and treater $404.39 Sprinkler Project Square Footage: sq. ft. =-4111rl'imittievillil Project valuation subtotal (see A,B &e Cc above): $ ,i1111 Permit fee based on project valuation (see fee schedule): $ Permit fee based on square footage (see Dr above): $ State Surcharge (12% of permit fee): $ FLS Plan Review(40% of permit fee): $ TOTAL: $ C:\Users\michael.stadelman\Documents\Projects\LG1892 PACTrust Break Room\Sul2nittal\FPS_PermitApp.doc INSURANCE SERVICES OFFICE,INC. m ` ' HYDRANT FLOW DATA SUMMARY CC City Tigard County Washington State Oregon Witnessed by: Hydraulic modeling Date: March 31,2017 FLOW-GPM PRESSURE FLOW-AT 20 PSI max pipe velocity 10 fps PSI TEST TYPE TEST LOCATION SERVICE INDIVIDUAL TOTAL STATIC RESID. NEEDED AVAIL. REMARKS*** MODEL ID CITY GIS FH ID NO. DIST.* LEVEL HYDRANTS ** 1203 110 102 4540 6-inch main J16512 12A0189 12 Comm 72nd,south of Bonita Rd 410(Main) 5837 13977 105 90 5000 15030 12-inch main J10430 12A0163 6137 103 88 18202 12 inch main J16002 12A0167 12A Comm 72nd,south of Bonita Rd 410(Main) ? 'ri i' 1ga ,°illi 77-4-711, '-',1141:177-71T4 3500 37771 . ' ' �?' °°�� 13 Comm 72nd and Upper Boones Ferry 410(Main) 6826 68261 110 86 5000 14622 12 inch main J9854 12D0262 13A Comm 72nd and Upper Boones Ferry 410 Main ,_ �, l'N ° 'll' 3000 14622 9784 54 53 55155 16-inch main J12720 10A0105 15 Comm Pacific Hwy and Gaarde St 410(Main) 4152 18092 55 53 5000 26195 12-inch main J12728 03D0193 4156 53 53 32617 12-inch main J12190 10A0094 g ° ° ; 3000 113967 '!I' ` �n-E ' ;- :� r « , i 15A Comm Pacific Hwy and Gaarde St 410(Main) ° ,;� � "''�r�� �,, _.,� 5766 92 76 13563 12-inch main J15838 14A0059 16 Comm 9000 SW Durham Rd-front of school 410(Main) 6052 13571 91 72 5500 13102 12-inch main J15840 14A0063 1753 89 86 12443 8-inch main J14456 14A0006 16A Comm 9000 SW Durham Rd-front of school 410(Main) °° ? l' _ °u1°, � � �°�i� -��� 3000 39108 '' ....,... *4-'!'1„7;:M)1:11:4,, " ��Deo � ,°,� �1�� ._r��� o � � Y 7231 87 58 11695 12-inch main J12378 100O275 17 Comm 15570 SW Pacific-front of Safeway 410(Main) 6260 18704 90 68 3500 12265 12-inch main J12330 100O284 5213 92 78 13991 12-inch main J12312 100O251 18 Res 14992 SW 132nd Terrace 713 5639 5639 62 21 1000 5694 12-inch main J9348 09D0025 19 Comm 10845 Canterbury Lane-front 530 1225 1225 74 20 2250 1225 8-inch main J12686 10A0227 20 Comm SW Greenfield Dr and SW Princeton Ln 550D 1539f 1539 68 67 2250 8106 8-inch main J3674 04D0067 THE ABOVE LISTED NEEDED FIRE FLOWS ARE FOR PROPERTY INSURANCE PREMIUM CALCULATIONS ONLY AND ARE NOT INTENDED TO PREDICT THE MAXIMUM AMOUNT OF WATER REQUIRED FOR A LARGE SCALE FIRE CONDITION. THE AVAILABLE FLOWS ONLY INDICATE THE CONDITIONS THAT EXISTED AT THE TIME AND AT THE LOCATION WHERE TESTS WERE WITNESSED. *Comm=Commercial; Res=Residential. **Needed is the rate of flow for a specific duration for a full credit condition. Needed Fire Flows greater than 3,500 gpm are not considered in determining the classification of the city when using the Fire Suppression Rating Schedule. ***(A)-Limited by available hydrants to gpm shown.Available facilities limit flow to gpm shown plus consumption for the needed duration of(B)-2 hours,(C)-3 hours or(D)-4 hours. '" _.. �.�.:� ""t'' ">r. :'� ,..•_ t �" �' .`fir ;: e y .r t 'h. .a"` 'cam '" Eo:. €sh E �� w s'^C 4. .;."• •.., fr • • 12"DIP ' • +� :: !...:;M.. f "`. . r� r ,�.. wy •="rrlw .. '�` z• , y . Y ■ f,, .1 ,\•, rtY'",.I«w 4. k. "' h`d3 �: #ds. « ,4t ,.•4*.4...„.„.• .. „,,,,,.:•. ...,.. . . , _. . ,,..,...„.. , . "` 12' QIP 12"DIP i i ;. , ..` ,: ,+r ; ; It ..r ;, ISN, . N ':,,r` ', "£'.. , : ' ;\VI,:;+, '.!:..%ci. F.,,....,-,„%:. -__ ,. .406, .. « Of.. " ' � : #yr �'I 4 °Fi "DIP t :=` vt' mow' i ._€' y 4` . \ vt*..,liti;4„-*.- -'... ''';,,,,;, ,4,,,\ ;,464:4,:. to,' '46-14,1400:r>1 Cr raw i, :� `.,,y;; '�. `j •rs,'„i$Fi�'.L: It'i, : 4 �q(r f'3 e.**"..)1 '� .\ "'�. . r..,,,•.�i...- 'C {j "ice ; y ,."4. J • Y .« i y` .e� �(�y� 7 i � �._.... Y j ; . $..DIP `,'' „4,0,-,,x..,..4 €may A y 4^ Ia $4, ..•.'aA -,�.ii. y „r.,•, �•4^'''�•-.'F.,., ..!�.',`L ._ ".?�+ *,,,..kA r . 12"DIP ' `- _ r "s',. ,, •i ",d: .1 : ,' : :" � __. ..-..M 8 r rr 4 M g t€r ry Aye: • • • r. ,` .;:, 12"DIP i ”" .1 ".X- . ... � m „,,,4:, ; l> :'”�42 - -t j• i E .o. 1! •,;ryi•-',,--,,-,,:t.1h . # ; y , _ 0ms � . ; . c Hydrant 12DO262 ,ij. �` .a I i f Used in Model Run 13 '. : t s�,' i 7 , 1 � . • ets-,...4,..--,‘ ri,.,.....„1:: +11_,--Itt"..„,„__4' 1.... 1714:Z,,'e-t:j11;e:Ari:7„ _ '1*: ' a ,e ip : F �4 nr:, s fF t. c 1 , I .,— '4,:Ir. .,.-,,,,:,:,',1&, !A., , ,, . :, , .; .,',*t-t, *. . 0'.4 , * '''' : .' —'.+4 .:*kij. ',"„4„ T.":l'*1! '''.145 7..:". ,:**3 r:11:347+. , i.'' t :7171 t.;- ,;44:::.) .+ '4. ...41,14. ...,,,- ?..44"'•i„ ''.":,:. ' 1 ii*4 .-i,:•.-4,'f R.0 } spati' * 4.•:. , , ..:, ,,,j, :':.111P7 !+ \'..,,, -. , ...\„(4tNt'7,., : ,# 1*4 7 : t. A. :14i.,:. ,,,„ ,„- ;.., a Feet 441334 f' '. >` '. "z, ! a 'r. .. .°I`• '''r .: }4111+] 1 ,,t � �:«. { M a victaulic.com 6.0 NOTIFICATIONS • fir` + :` — ➢':7_.�'"'3"w 'e ..4€ �P PAtIN�,hOt s. .'? AW "'Lns'Is _ �r • It is the responsibility of the system designer to verify suitability of 300-series stainless steel flexible hose for use with the intended fluid media within the piping system and external environments. • The effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on 300-series stainless steel flexible hose must be evaluated by the material specifier to confirm system life will be acceptable for the intended service. Failure to follow these instructions could cause product failure, resulting in serious personal injury and/or property damage. qj' J - r, r 2 . ')111' u , t r_u iu 7.0 REFERENCE MATERIALS —CHARACTERISTICS Flexible Hose In-Plane Bend Characteristics ' One Bend Two Bends Three Bends Allk2X 2X i Minimum Minimum Minimum bend radius bend radius I bend radius -� Minimum OR bend radius OR \ Minimum L y bend radius ! Minimum Minimum ' ( bend radius bend radius Minimum bend radius Minimum bend radius NOTE • For out-of-plane(three-dimensional)bends,care must be taken to avoid imparting torque on the hose. • • User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications.All products Victaulic products for a particular end-use application,in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications,as well as Victaulic performance,maintenance, Victaulic reserves the right to change product specifications,designs and standard safety,and warning instructions.Nothing in this or any other document,nor any verbal equipment without notice and without incurring obligations. recommendation,advice,or opinion from any Victaulic employee,shall be deemed to Installation alter,vary,supersede,or waive any provision of Victaulic Company's standard conditions Reference should always be made to I-VICFLEX-AB1-AB2-AB10,I-VICFLEX-AB4-AB9, of sale,installation guide,or this disclaimer. I-VICFLEX-AB7,or I-VICFLEX-AB8 for the product you are installing.Handbooks are Intellectual Property Rights included with each shipment of Victaulic products for complete installation and assembly No statement contained herein concerning a possible or suggested use of any material, data,and are available in PDF format on our website at www.victaulic.com. product,service,or design is intended,or should be constructed,to grant any license Warranty under any patent or other intellectual property right of Victaulic or any of its subsidaries Refer to the Warranty section of the current Price List or contact Victaulic for details. or affiliates covering such use or design,or as a recommendation for the use of such material,product,service,or design in the infringement of any patent or other intellectual Trademarks property right.The terms"Patented"or"Patent Pending"refer to design or utility patents Victaulic and all other Victaulic marks are the trademarks or registered trademarks of or patent applications for articles and/or methods of use in the United States and/or other Victaulic Company,and/or its affiliated entities,in the U.S.and/or other countries. countries. • • 10.85 5839 Rev X Updated 11/2015 ©2015 Victaulic Company.All rights reserved. victaulic.com15 '✓ctaulic' City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Tel: 503.718.2439 Location: Inspection Date: 15350 SW SEQUOIA PKWY 300, TIGARD, OR, 97224 Record Type: Record ID: Commercial - Fire Protection System FPS2018-00003 Inspection Type: Inspector: 999 Sprinkler final Jeff Grove Result: PASS - NoCofO Comments: Violation Summary: Inspector Contractor