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HomeMy WebLinkAbout17216 51st Ave Ne Ste 114_BLD5803_2026 i FIRE SPRINKLER PERMIT APPLICATION Community and Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 Type of Permit: ❑ New Installation 0 System Modification ❑ Phased Installation Property Address: 17216 51 Ave Ne Suite No.. 14 Project Valuation: 9500 Lot#: Parcel ID No.: 31052100400100 Preferred Contact: ❑ Owner m Applicant m Contractor Project Description: Add 42 fire sprinkler heads for a tenant improvement Owner Name: SMARTCAP ARLINGTON AIRPORTINI phone No.: Email Address: Cell No.: Maili rig Address: 8201 164TH AVE N) city: Redmond State: WA Zip: 98052 Applicant Name: Cristie Ogland Phone No.: 425-481-7669 Email Address: Cristie@Crownfp.Com Cell No.: 425-361-6565 MailingAddress: PO BOX 12113 City: Mill Creek State: WA zip: 98082 Contractor Name: Crown Fire Protection, Inc Office No.: 425-481-7669 Email Address: Cristie@Crownfp.com Cell No.: Mailing Address: PO BOX 12113 City: Mill Creek State: WA Zip: 98082 L&I Contractor License Number: 909,653,00 Expiration Date: 4/10/23 SUBMITTAL REQUIREMENTS:Provide Information on All Equipment to be Installed Prior to Installation ELECTRONIC FILES OF THE FOLLOW: 0 Complete and Scaled Plans ❑ Hydraulic Calculations Equipment Specifications for Each Fire Sprinkler Permit Application RECEIVED 0 Specification Sheets ❑ Wiring Diagrams (Point to Point Wiring) JAN 2 9 2024 ❑ Electrical Plans,if applicable ----------------•---•-- FIRE SPRINKLER SYSTEMS (105.7.1, 105.7.4, 105.7. -- - - -_-_- **DEVICES include separate individual portions of a Fire Sprinkler System such as: Sprinklers Heads, Risers,Valves, Pull Stations,and other such devices. (Each piece is one device) PLAN REVIEW FEES Less than$5,000.00 = $100.00 $5,000.00&over-based on project valuation (Plan Review Fee is 65%of project valuation as calculated per Table 4-1) REV11.2020 Page 1 of 3 REINSPECTION/ PHASED INSTALLATION INSPECTIONS Submit Phasing Plan with Application -review and approval required REINSPECTION FEES SHALL BE PAID PRIOR TO INSPECTION FEE Reins pection/Phased Installation fee is charged per hour(1 hour minimum) $75.00 Hydrostatic Pressure Test(1 test included per permit) $150.00 Cover Inspection. (1 cover inspection included per permit) $75.00 ' Fire Pump (1 fire pump inspection per permit) inspection requires 2 hours $150.00 ✓❑ TENANT IMPROVEMENT OR SYSTEM MODIFICATION (NFPA 13/13R) Number of Devices" Device Fee - - -- Subtotal 1to2 $ 75.00 = $ 1 3 to 5 $125.00 6 to 10 $175.00 = $ 11 to 20 $225.00 = $ 21 to 40 $300.00 = $ 41 to 100 $375.00 = $ 375 101 to 200 $475.00 = $ 201 to 300 $575.00 = $ > 300 $600.00 plus$50.00 per 100 additional devices(round up) Total Number of Devices = $600.00 + $ I = $ Hydraulically Designed Systems Yes ❑ No ❑ Yes = Permit Fee x 2 $ PERMIT FEE SUBTOTAL $ ❑ NEW COMMERCIAL SYSTEM (NFPA 13/13R) Number of Devices** Device Fee Subtotal 1 to 100 $375.00 = $ 101 to 200 $475.00 = $ 201 to 300 $600.00 = $ > 300 $625.00 plus$50.00 per 100 additional devices(round up) Total Number of Devices = $625.00 + $ 1 = $ Hydraulically Designed Systems Yes ❑ No ❑ Yes = Permit Fee x 2 $ PERMIT FEE SUBTOTAL $ ❑ RESIDENTIAL (NFPA 13D) Number of Devices** Device Fee Subtotal 1 to 10 $175.00 = $ 11 to 25 $225.00 = $ 26 + $275.00 = $ *NFPA 13D SYSTEM INSTALLED(NOT REQUIRED) Permit Fee Reduced 50% _ $ PERMIT FEE SUBTOTAL 1 $ REV2022 Page 2 of 3 ❑ HOOD SUPPRESSION SYSTEM Type of System No.of Units Cost per Unit Subtotal Pre-Engineered x $200.00 = $ Custom Engineered x 1 $275.00 = $ PERMIT FEE SUBTOTAL $ ❑ STANDPIPE SYSTEM Type of Standpipe No.of Units Cost per Unit Subtotal Class I - new or existing x $150.00 = $ Class II-new or existing x $150.00 = $ PERMIT FEE SUBTOTAL $ ❑ FIRE PUMP Fire Pump 1 x $300.00 each = $ PERMIT FEE SUBTOTAL $ ❑ SPRAY BOOTHS(105.7) &INDUSTRIAL OVENS(105.7.7) NOTE.SEPARATE SPRINKLER PERMIT REQUIRED Type of Booth No.of Units Cost per Unit Subtotal Pre-Engineered w/documents x $150.00 = $ Site-built or used w/o documents x $250.00 = $ Industrial Oven x $250.00 = $ PERMIT FEE SUBTOTAL $ Plan review fee due at time of submittal TOTAL PERMIT FEE $ 375 PLAN REVIEW FEE $ 268.75 Processing/Technology Fee $25.00 TOTAL $ 668.75 I hereby certify' that 1 am the ❑Owner, ®Applicant, ❑Contractor,and authorized to sign this application and that the above information is correct and construction on, and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington,and the City of Arlington. Cristie Ogland Digitally signed bycristieOgland Cristie M Ogland 1 /24/24 Date:2024.01.24 13:15:27-08'00' Signature Print Name Date SAVE PRINT REV2022 Page 3 of 3 Victaulic° FireLockTM Series FL-QR Standard Coverage, Quick Response Upright, Pendent and Recessed Pendent Sprinklers ✓ctaul-c K2.8 (4.0), K4.2 (6.1), K5.6 (8.1), K8.0 (11.5) 41.01 1.0 PRODUCT DESCRIPTION QUICK RESPONSE UPRIGHT SPRINKLERS SIN V2815 V4215 V2704 V3402 _ ORIENTATION UPRIGHT UPRIGHT I _ UPRIGHT UPRIGHT K-FACTOR' _ 2.8 impJ4.0 S.I. _ 4.2 InnipJ6.11 S.I. 5.6 ImpJ8.1 S.I. 8.0 Im ✓11.5 S.I. CONNECTION � ih"NPT/15mm BSPT 1/2"NPT/15mm BSPT I 'h"NP_T/15mm BSPTAGS 3/4"NPT/20mm BSPTAGS MAX.WORKING PRESSURE 175 psi/1200 kPa 175 psi/1200 kPa 175 psi/1200 kPa 175 psi/1200 kPa _ cULus 250 psi A 725 kPa GLOBE RE-DESIGNATION GL2815 GL4215 - - GLOBE EQUIVALENT GL5615 GL8118 QUICK RESPONSE PENDENT SPRINKLERS _ SIN V2801 V4201 _ V2708 __ V3406 ORIENTATION PENDENT PENDENT PENDENT PENDENT K-FACTOR1 2.8 Im J4.0 S.I. 4.21m J6.1 S.I. 5.6Im J8.1 S.1 8.0 Im ✓11.5 S.I. CONNECTION h"NPT/15mm BSPT ih"NPT/15mm BSPT 1/2"NPT/15mm BSPTAGS 3/4"NPT/20mm B5PT/IGS MAX.WORKING PRESSURE 175 psi/1200 kPa 175 psi/1200 kPa 175 psl/1200 kPa 175 ps1/1200 kPa cULus 250 s1/1725 kPa GLOBE RE-DESIGNATION GL2801 GL4201 - GLOBE EQUIVALENT - GL5601 _ GL8101 _ _ QUICK RESPONSE RECESSED PENDENT SPRINKLERS - SIN_ V2801 V4201 V2708 V340fi ORIENTATION PENDENT PENDENT PENDENT PENDENT K-FACTOR' 2 6 ImpJ4.0 S.I. 4.21m J6.1 S.I. 5.61m J8.1 5.1. 8.0 Inn J11.5 S.I. CONNECTION 1/2"NPT/15mm BSPT 1h"NPT/15mm BSPT V2"NPT115mm BSPT/IGS '/4"NPT/20mm BSPTAGS MAX.WORKING PRESSURE 175 psi/1200 kPa 175 psi/1200 kPa 175 psi/1200 175 psU1200 kPa cULus 250 sf/172 5 kPa ESCUTCHEON Recessed Recessed Recessed Recessed GLOBE RE nESIGNATION GL2801 _ _ GL4201 - _ - GLOBE EQUIVALENT I GL5601 GL8101 AVAILABLE GUARDS/SHIELDS SPRINKLER V28 V42 V27 V34 U right - - -- - ■ -- ■ Pendent AVAILABLE WRENCHES SPRINKLER V56-2 Recessed V56 Open End V27-2 Recessed V27 Open End V34-2 Recessed V34 Open End JAG Hex-Bit V2815 and V4215 ■ V2707 and V2704 _ ■ ■ V3402 _ _ _ _ _ ■ - V2801 and V4201 ■ ■ _ _ - V2706 and V2708 _ ■ ■ ■ V3406 _� _ ___ _ ■ ■ ■ Factory Hydrostatic Test: 100% @ 500 psi/3447 kPa/34 bar Min. Operating Pressure: UL/FM: 7 psi/48 kPa/.5 bar VdS: 5 psi/35 kPa/.35 bar(Upright only) Temperature Rating:See tables in section 2.0 For K-Factor when pressure is measured in bar,multiply S.I.units by 10.0. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION,MAINTENANCE OR SUPPORT. victaulic.com j i! 41.01 16343 Rev C Updated 04/2021 0 2021 Victaulic Company.All rights reserved. RN ,r.�{� tl - 1 �tau l ii c' JAN 2 9 2024 victaulic.com 2.0 CERTIFICATION/LISTINGS UPRIGHT APPROVALS/LISTINGS SIN V2815 V4215 V2704 V3402 Nominal K Factor Imperial 2.8 4.2 _ 5.6 8.0 NominalK Factor S.l? 4.0 6.1 _ 8.1 11.5 Orientation UPRIGHT UPRIGHT UPRIGHT UPRIGHT Approved Temperature Ratings F°/C° 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C cULus 175°F/790C I 175°F/79°C 175°F/79°C 175°F/79°C 200°F/93°C I 200°F/93°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/141°C 286°F/141°C 286°F/1410C 1350F/57°C 135°F/57°C 155°F/68°C 155°F/68°C FM — — 175°F/79°C 175°F//9"C 100°F/93°r 700°F193°C 286°F/141°C 286°F/141°C 135°F/570C 135°F/57°C 155°F/68°C 155°F/68°C LPCB — — 175°F/790C 175°F/79°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/141°C 13S°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C CE — — 175°F/79°C 175°F/79°C 200°F/93°C 200oF/930C 2867/141°C 286°F/141°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C VdS — — 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C 286OF/141°C 286°F/141°C CCC 155°F/68°C 155°F/68°C 175°F/79°C 286°F/141°C 286°F/141°C 2 For K-Factor when pressure is measured in Bar,multiply S.I.units by 10. PENDENT APPROVALS/LISTINGS SIN V2801 V4201 V2708 V3406 Nominal K Factor Im trial i 2.8 4.2 __ 5.6 8.0 Nominal K Factor S.I? 4.0 6.1 8.1 11.5 Orientation PENDENT PENDENT PENDENT PENDENT Escutcheon Flush/Extended Flush/Extended Flush/Extended Flush/Extended Approved Temperature Ratings F°/C° 135°F/57°C 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 155°F/68°C 155°F/68°C cULus 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C 200°F/93°C 200°F/93°C 286°F/141°C 286°F/141°C 286°F/141°C 286°F/141°C ' 135°F/57°C 1357/57C 155°F/68°C 155°F/68°C FM — — 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C 2860F/14loC 286°F/141°C CCC 155°F/68°C 155°F/68°C K ZSTX — — 200°F/93°C 286°F/141°C 286°F/141°C 2 For K-Factor when pressure is measured in Bar,multiply S.I.units by 10, NOTES • Listings and approval as of printing. • Where cULus Listed,Polyester and VC-250 Coatings Listed as Corrosion Resistant(V3402 with VC-250 Only) • Where FM Approved,VC-250 Coating Approved as Corrosion Resistant • New York City Acceptance-All UL Listed and/or FM Approved sprinklers acceptable to NYC per section 28-113 of the Administrative Code and the OTCR Rule. • 41.01 16343 Rev C Updated 04/2021 ©2021 Victaulic Company.All rights reserved. victaulic.com 2 �Ott>1U��6r victaulic.com 2.0 CERTIFICATION/LISTINGS (CONTINUED) _ RECESSED PENDENT APPROVALS/LISTINGS SIN _ V2801 V4201 V34Q6 Nominal K Factor Imperial T 2.8 4.2 5.6 8.0 Nominal K Factor S.I 2 4.0 6.1 _ 8.1 11.5 _ Orientation PENDENT PENDENT PENDENT PENDENT _ Escutcheon I _ Recessed _ Recessed _ i Recessed _ Recessed Approved Temperature Ratings F°/C° 135°F/57°C 135°F/57°C 135°F/57°C 155°F/68°C 155°F/68°C 135°F/57°C 155°F/680C t55'F168°C cULus 175°F/79°C 175°F/79°C 175°F/79°C 200°F/93°C 200°F/93°C I 175°F/79°C 200°F/93°C 286°F/141°C 286°F/141°C 200°F/93°C 286°F/1410C 135°F/57°C 1350F/57oC FM 1550F/68oC 155°F/68°C WITH 1/a ADJUSTMENT — — 175°F/79°C 1750F/79oC ESCUTCHEON ONLY 200°F/93°C 200°F/93°C 155°F/68'C 155°F/68°C CCC _ — 200°F/93°C K CC 286°F/141°C 286°F/141°C 2 For K-Factor when pressure is measured in Bar,multiply S.I.units by 10. NOTES • Listings and approval as of printing. • Where cULus Listed,Polyester and VC-250 Coatings Listed as Corrosion Resistant(V3402 with VC-250 Only) • Where FM Approved,VC-250 Coating Approved as Corrosion Resistant • New York City Acceptance-All UL Listed and/or FM Approved sprinklers acceptable to NYC per section 28-113 of the Administrative Code and the OTCR Rule. 41.01 16343 Rev C Updated 04/2021 ©2021 Victaulic Company.All rights reserved. victaulic.com 3 ✓ctaul�c' victaulic.com 3.0 SPECIFICATIONS—MATERIAL Deflector: Bronze Bulb Nominal Diameter:3.Omm 16713 mm Load Screw: Bronze Nominal make-in Pip Cap: Bronze Frame I Spring Seal: PTFE coated Beryllium nickel alloy Lodgement spring rsn Pip cap and 2h"/ Frame: Brass spring seal 63 mm Bulb Lodgement Spring: Stainless steel Loadscmw DeBecter Installation Wrench: Ductile iron Sprinkler Frame Finishes: • Plain brass 33 mm • Chrome plated • White polyestor paintod3.4 Deflector 37mm— • Flat black polyester painted3,4 Loadscrew • Custom polyester palnted3,4 Pip cap and • VC-2505 spring seal 2'k"/ Lodgement spring 63mm a Not available on the Intermediate Level Style Pendent. Frame UL Listed for corrosion resistance. 5 1 UL Listed and FM Approved for corrosion resistance. NOTE ./13 mm • For cabinets and other accessories refer to separate sheet. Nominal make-in 7/d/11 mm fNinal make-in Deflector 40 mm Lodgement spring Load screw Pip cap and _ spring seal1 Bubm Pip cap andR57 '/ Bulb spring sealmm Load screw Lodgement springFrame Frame Deflector 31 mm Vill mm Nominal make-in 177A6"/ Deflector;37 Deflector 37 mm Load screw Bulb Load screw Bulb Pip cap and spring sealZyiy Pip cap and Lodgementspring63mm spring seal 2'h Frame Lodgement spring �.i4 63mm Frame I 1 1 I h"/13 mm Nominal make-in h"/13 mm Nominal make-in 41.01 16343 Rev C Updated 04/2021 ©2021 Victaulic Company.All rights reserved. victaulic.com 4 XALtaulEar A victaulic.com 4.0 DIMENSIONS 23/a"/60 mm 2°/51 mm Hole in ceiling 7A722 mm Max.(3/4°Adj.) _ W/16 mm Max.(�k"Adj.) Ya"/3 mm Min. r i i I Typical ceiUng 1 A"/29 mm in.(YV Adj.) 13/a"/34 mm Min.(W Adj.) Finished surface 1'h"/47 mm Max. 21i6"/75 mm 23A"/60 mm 2"/51 mm Hole in ceiling J 3/e"/22 mm Max(3/4"Adj.) 6/a°/16 mm Max,('h"Adj.) W/3 mm Min. Typical ceiling �^ Finished surface 13%"/47 mm Max 21316775 mm -R 1 Ya°/29 mm Min.(3/a°Adj.) 13/d734 mm Min.(16"Adj.). 23A"/60 mm 2"/51 mm rr Hole in ceiling 1°/25 mm Max.0W AdjJ 3/4 II f °/19 mm Max P/2"Adj.) Y4"/6 mm Min. 1 i Typical ceiling 13f6%30 mm Min.M"Adj.) N6"/24 mm Min.(Y44"Adj.) Finished surface 1%743 mm Max. 216/�6"/75 mm • 41.01 16343 Rev C Updated 04/2021 ©2021 Victaulic Company.All rights reserved. victaulic.com 5 ✓ataul�� victaulic.com 5.0 PERFORMANCE Sprinkler is to be installed and designed as per NFPA, FM Datasheets, or any local standards. 6.0 NOTIFICATIONS A WARNING i • Read and understand all instructions before attempting to install Y� any Victaulic products. • Always verify that the piping system has been completely depressur- ized and drained immediately prior to installation,removal,adjust- ment,or maintenance of any Victaulic products- • Wear safety glasses, hardhat,and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. • These products shall be used only in fire protection systems that are designed and installed in accordance with current,applicable National Fire Protection Association(NFPA 13, 13D, 13R, etc.)standards,or equivalent standards,and in accordance with applicable building and fire codes.These standards and codes contain important information regarding protection of systems from freezing temperatures,corrosion, mechanical damage,etc. • The installer shall understand the use of this product and why it was specified for the particular application. • The installer shall understand common industry safety standards and potential consequences of improper product installation. • It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. • The material specifier shall evaluate the effect of chemical composition, pH level,operating temperature, chloride level,oxygen level,and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Ratings:All glass bulbs are rated for temperatures from -67°F/-55°C to those shown in the table below. 1-40:Victaulic FireLoekm Automatic Sprinklers Installation and Maintenance Instructions I-V9:Style V9 Victaulic FireLockT IGSTM Installation-ReadyT Sprinkler Coupling Installation Instructions User Responsibility for Product Selection and Suitability Note Each user bears final responsibility,for making a determinabon 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 tight to change product specifications,designs and standard safety,and warning Instructions.Nothing In this or any other document,rwr any verbal equipment without notice and without Incurring obligations. recommendation,advice.or opinion from any Victaulic employee,shad be deemed to Installation alter,vary,supersede,or waive any provision of Victaulic Company's standard conditions Reference should always be made to the Victaulic installation handbook or installation of sale,installation guide,or this disclaimer. instructions of the product you are installing.Handbooks are included with each shipment Intellectual Property Rights of Victaulic products,providing complete installation and assembly data,and are available No statement contained herein concerning a possible or suggested use of any material, in PDF format on our website at www.victaulie.com. product,service,or design is intended,or should be constructed,to grant any license Warranty under arty patent or other Intellectual property right of Victaulic or any of its subsidiaries Refer to the Warranty section of the current Price List or contact Victaulic for details. or affdates covering such use or design,or asa 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. 41.01 16343 Rev C Updated 04/2021 ©2021 Victaulic Company.All rights reserved. victaulic.com 6 ✓ctau—lie OCR Qoo�a� av m p000a p00 m pp00a poop m pp00a pp00 m p00aa poo p m pp00p p0a m m Opo>eoda Oo;°°,.°,eega m Onva aad Oe°.°,o°;00 m o;<;°a Oo°o e°O9p m Ooo>r;d0 Ooe o°,e;? m Oe;o°p$a a�m;� m Op, aD b¢ ,d� �°;:�:; d0 0¢, do �°• aD v do D 88641,8 �•-� i 6688 J /� {*.y STATE o'o;' �; � -�t O k•�" Z J I ;°o'o 8888 `� ISfl9 ` 8888 Washington State Patrol Fire Protection Bureau Qgo o� oaa: :so 00 a.: o aee :.ao 0 Fire Sprinklerl t 0 009 vo 0 O 000 0 0 00 °a ISSUED TO v v 8968 sees 09 John Thomas DeMartino 0 0 CERTIFICATION LEVEL CERTIFICATION NUMBER °o 0 og o0 0° ag 3 9794-1091-CGS v 8886 sees o a LEGAL EMPLOYER: Crown Fire Protection, Inc. 0000: >000 o THIS CERTIFICATION EXPIRES ON: December 31, 2024 0 �o a o 0 oo< O oo:: ;•n Od d ° 29146 ` - State Fire Marshal ° 3000-420-001(R 9/16) This certification is ONLY VALID when used for the legal employer as listed above. 6866 ��� A¢,.., ......¢A A¢¢..�.. ;.;...°¢A 0¢¢...'::. :.��..do Aw•;;::. •.�::• v4 Ow•...:., ...;:"¢A �p �' m 60pp°o°DO�Q O�v°09�0°9°0Qb° m AOd°0°0°Q9°aQ0 0�0�°0°0°0°9Q ® 4°090e0°0°9°aQ° Up�Op°0°09QQ m /9°9°9°p49QQ Opuo°oo°o°°uQ m o"°o°000vn° �d°0c0o'�° m 00 170� m OO�Op00� �0000 m 00000 �0000 m OOODOp �00000 m 00000 OOp00 m 000 0 {r0000 m a0 b 00 O�Doo m °Oo0o0 00� 00 OOb�v ��0 p OOp� m °a0� 0 00��° m �Op b ( m 0 0 0o a0oo0 0 Oo 000 0 0 000 000 000 Hydraulic Overview Job Number:1 Report Description:Light Hazard Job Job Number Designer 1 JOHN DIMARTINO Job Name: Phone FAX NCS,INC (425)481-7669 Address 1 State Certifostion/License Number 17216 51stAvenue SE,Suite 114 9794-1091-CG Add...2 AHJ Arlington,WA Arlington Address S Job Sita/Buildmg Density Area of Application 0.10gpm/ft2 1500.00ft2(Actual 1900.00ft2) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 14.8 at 7.0 0.0 Cwerege Per Sprinkler Number Of Sprinklers Calculated Number U Nosslas Ca-atsd 100.0oft2 19 0 System Pressure Demand system Flow Demand 25.5 295.6 Total Demand Pressure Result 295.6 @ 25.5 +63.0(71.2%) Supplies Check Point Gauges Node Name Flow m Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow m 1 Water Supply 3150.0 89.0 54.0 BOR(1) 25.5 58.5 295.6 NCS FIRE SPRINKLER LAYOUT Water Supply at Node 1 (3150.0,0.0,89.0,54.0) 100 Static Pressure 89.0 90 295.6 88.6 80 70 -a Q 60 50 3150.0 @ 54.0 fn to 02 40 ....� 30 20 295.6 @ 25.5 System demand curve 10 0 3H09 0501400 1750 2100 2450 2800 3150 3500 Water flow,gpm L�©M.E.P.CAD 41 AutoSPRINK 2023 08.1.33.0 2/13/2024 3:03:32PM Page 1 4 11 Hydraulic Summary Job Number:1 Report Description:Light Hazard Job Job Number Designer 1 JOHN DIMARTINO Job Name: Stale CedifcatioWU.,m..Number NCS,INC 9794-1091-CG Address AHJ 17216 51stAvenue SE,Suite 114 Arlington Address 2 Job Sits/Building Arlington,WA Address 3 Drawing Name NCS FIRE SPRINKLER LAYOUT Syste E6 Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Sum. 5.6 K-Factor 14.8 at 7.0 Light Hazard Hose Allowance At Source Density Area of Application 0.0 0.10gpm/ft2 1500.00ft2(Actual 1900.00ftz) Additional Hose Supplies Number Of Sprinklers Calculated Number Of N—les Calculated Coyerage Per Sprinkler Node Flow(oom) 19 0 100.0oft2 AutoPeak Results:Pressure For Remote Areas)Adjacent To Most Remote Area Total Hose Streams 0.0 System Flow Demand Total Water Required(Including Hose Allowance) 295.6 295.6 Maximum Pressure Unbalance In Loops 0.0 Maximum Velocity Above Ground 9.0 between nodes 64 and 100 Maximum Velocity Under Ground Volume capacity of Wet Pipes Volume rapacity of Dry Pipes 500.8gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m (psi) (psi) °C m si °� m (psi) (psi) 1 Water Supply 89.0 54.0 3150.0 88.6 295.E 25.5 63.0 Contractor Contractor Number Contact Name Contact Ttle Name of Contractor. Phone Extension Address FAX Address 2 E-mail Address 3 Web-Site ©M.E.P.CAD ifli AutoSPRINK 2023 08.1.33.0 2/13/2024 3:03:33PM Page 2 Hydraulic Graph Job Number:1 Report Description:Light Hazard Water Supply at Node 1 100 90 Static Pressure 89.0 295.6 88.6 80 70 60 N 3150.0 54.0 °1 50 40 30 295.E @ 25.5 20 System demand curve 10 0 %50 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow,gpm Hydreulic Graph Water Supply at Node 1 Static:Pressure 89.0 Residual:Pressure Available Flow @ 20 PSI: 54.0 @ 3150.0 4544.6 Available Pressure at System Demand 88.6 @ 295.6 Required Pressure at System Demand 25.5 @ 295.6 Required Pressure at System Demand(Induding Hose All—a—at Source) 25.5 @ 295.6 k,@ M.E.P.CAD AutoSPRINK 2023 08.1.33.0 2/13/2024 3:03:34PM Page 3 IIISummary Of Outflowing Devices Job Number:1 Report Description:Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device pm pm K psi Sprinkler 222 15.1 10.0 5.6 7.3 Sprinkler 223 15.2 10.0 5.6 7.4 Sprinkler 224 16.2 10.0 5.6 8.4 Sprinkler 225 16.3 10.0 5.6 8.5 Sprinkler 228 15.0 10.0 5.6 7.2 Sprinkler 229 15.0 10.0 5.6 7.2 Sprinkler 230 16.1 10.0 5.6 8.3 Sprinkler 231 16.1 10.0 5.6 8.3 Sprinkler 232 15.0 10.0 5.6 7.2 Sprinkler 233 14.9 10.0 5.6 7.1 Sprinkler 234 16.0 10.0 5.6 8.2 Sprinkler 235 16.0 10.0 5.6 8.2 Sprinkler 236 14.8 10.0 5.6 7.0 Sprinkler 237 16.0 10.0 5.6 8.2 Sprinkler 238 14.8 10.0 5.6 7.0 Sprinkler 239 16.0 10.0 5.6 8.2 Sprinkler 240 1 16.0 1 10.0 5.6 8.2 ♦ Sprinkler 241 14.8 10.0 5.6 7.0 Sprinkler 242 16.0 10.0 1 5.6 8.2 ♦ Most Demanding Sprinkler Data ©M.E.P.CAD AutoSPRINK 2023 08.1.33.0 2/13/2024 3:03:35PM Page 4 Node Analysis Job Number:1 Report Description:Light Hazard Node Elevation Foot Fittings Pressure(psi) Dischar e m 1 0-0 S,BOR 25.5 295.6 222 9-0 S r-7.3,fd 24-0 7.3 15.1 223 9-0 S r-7.4,fd 24-0 7.4 15.2 224 9-0 S r-8.4,fd 24-0 8.4 16.2 225 9-0 S r-8.5,fd 24-0 8.5 16.3 228 9-0 Spr-7.2,fd 24-0 7.2 15.0 229 9-0 Spr-7.2,fd 24-0 7.2 15.0 230 9-0 S r-8.3,fd 24-0 8.3 16.1 231 9-0 S r-8.3,fd 24-0 8.3 16.1 232 9-0 S r-7.2,fd 24-0 7.2 15.0 233 9-0 S r-7.1 ,fd 24-0 7.1 14.9 234 9-0 S r-8.2,fd 24-0 8.2 16.0 235 9-0 S r-8.2,fd 24-0 8.2 16.0 236 9-0 Spr-7.0,fd 24-0 7.0 14.8 237 9-0 Spr-8.2,fd 24-0 8.2 16.0 238 9-0 S r-7.0,fd 24-0 7.0 14.8 239 9-0 S r-8.2,fd 24-0 8.2 16.0 240 9-0 S r-8.2,fd 24-0 8.2 16.0 241 9-0 S r-7.0,fd 24-0 7.0 14.8 242 9-0 S r-8.2,fd 24-0 8.2 16.0 19 10-0 PO 26-4 21.1 62 10-0 PO12-0 11.6 63 10-0 PO12-0 11.4 64 10-0 PO12-0 11.4 100 10-0 T 12-0 9.4 105 10-0 T 5-0 9.1 107 10-0 T 5-0 10.5 109 10-0 T 5-0 10.6 112 10-0 T 5-0 9.2 117 10-0 T 5-0 9.0 119 10-0 T 5-0 10.3 122 10-0 T 5-0 9.0 124 10-0 T 5-0 10.4 131 10-0 T 5-0 9.0 133 10-0 T 5-0 10.3 136 10-0 T 5-0 8.9 138 10-0 T 5-0 10.3 140 10-0 T 5-0 8.8 142 10-0 T 5-0 10.2 144 10-0 T 5-0 10.2 146 10-0 T 5-0 10.2 149 10-0 T 5-0 8.7 150 10-0 T 5-0 10.2 ©M.E.P.CAD AutoSPRINK 2023 v18.1.33.0 2/13/2024 3:03:35PM Page 5 III Hydraulic Analysis Job Number:1 Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pin Fittings Eq.Length Summary Upstream Total Length M•••••Route 1••••• DY 1.049 14.8 5.5 120 0.074703 0-0 Pf 2.2 241 9-0 14.8 5.6 7.0 Sprinkler, 29-0 Pe -0.4 153 10-0 8.7 T(5-0),fd(24-0) 29-0 Pv CM 2.469 14.8 1.0 120 0.001156 8-0 Pf 0.0 153 10-0 8.7 Pe 149 10-0 8.7 8-0 Pv CM 2.469 29.6 2.0 120 0.004169 6-0 Pf 0.0 149 10-0 14.8 8.7 Flow(q)from Route 2 Pe 140 10-0 8.8 6-0 Pv CM 2.469 44.5 3.0 120 0.008836 10-0 Pf 0.1 140 10-0 14.8 8.8 Flow(q)from Route 3 Pe 136 10-0 8.9 10-0 Pv CM 2.469 59.4 4.0 120 0.015087 8-0 Pf 0.1 136 10-0 14.9 8.9 Flow(q)from Route 4 Pe 122 10-0 9.0 8-0 Pv CM 2.469 74.4 5.0 120 0.022891 10-0 Pf 0.2 122 10-0 15.0 9.0 Flow(q)from Route 5 Pe 112 10-0 9.2 10-0 Pv CM 2.469 89.6 6.0 120 0.032284 5-8 Pf 0.2 112 10-0 15.2 9.2 Flow(q)from Route 9 Pe 100 10-0 9.4 5-8 Pv CM 2.469 134.8 9.0 120 0.068672 17-4 Pf 2.0 100 10-0 45.1 9.4 Flow(q)from Route 6 12-0 Pe 64 10-0 11.4 PO(12-0) 29-4 Pv CM 4.260 134.8 3.0 120 0.004821 9-0 Pf 0.0 64 10-0 11.4 Pe 63 10-0 11.4 9-0 Pv CM 4.260 215.1 4.8 120 0.011450 9-0 Pf 0.1 63 10-0 80.3 11.4 Flow(q)from Route 10 Pe 62 10-0 11.6 9-0 Pv CM 4.260 295.6 6.7 120 0.020617 425-6Yz Pf 9.6 62 10-0 80.5 11.6 Flow(q)from Route 12 39-6 Pe 0.0 19 10-0 21.1 E(13-2),PO(26-4) 465-0Yz Pv FIR 8.249 295.6 1.8 120 0.000825 9-1% Pf 0.1 19 10-0 21.1 66-11'/2 Pe 4.3 1 0-0 25.5 f,sCV(52-10),BV(14-1),S,BOR 76-1 Pv 0.0 Hose Allowance At Source 1 295.6 -•••••Route 2••••• DY 1.049 14.8 5.5 120 0.074774 0-0 Pf 2.2 238 9-0 14.8 5.6 7.0 Sprinkler, 29-0 Pe -0.4 149 10-0 8.7 T(5-0),fd(24-0) 29-0 Pv %&•••••Route 3••••• DY 1.049 14.8 5.5 120 0.074966 0-0 Pf 2.2 236 9-0 14.8 5.6 7.0 Sprinkler, 29-0 Pe -0.4 140 10-0 8.8 T(5-0),fd(24-0) 29-0 Pv M•••••Route 4••••• DY 1.049 14.9 5.5 120 0.075644 0-0 Pf 2.2 233 9-0 14.9 5.6 7.1 Sprinkler, 29-0 Pe -0.4 136 10-0 8.9 T(5-0),fd(24-0) 29-0 Pv Q•••••Route 5••••• DY 1.049 15.0 5.6 120 0.076569 0-0 Pf 2.2 229 9-0 15.0 5.6 7.2 Sprinkler, 29-0 Pe -0.4 122 10-0 9.0 T(5-0),fd(24-0) 29-0 Pv v•••••Route 6••••• DY 1.049 15.0 5.6 120 0.076708 0-0 Pf 2.2 232 9-0 15.0 5.6 7.2 Sprinkler, 29-0 Pe -0.4 131 10-0 9.0 T(5-0),fd(24-0) 29-0 Pv CM 2.469 15.0 1.0 120 0.001187 8-0 Pf 0.0 131 10-0 9.0 Pe 117 10-0 9.0 8-0 Pv CM 2.469 30.1 2.0 120 0.004281 12-0 Pf 0.1 117 10-0 15.0 9.0 Flow(q)from Route 7 Pe 105 10-0 9.1 12-0 Pv ©M.E.P.CAD I®AutoSPRINK 2023 08.1.33.0 2/13/2024 3:03:36PM Page 6 III Hydraulic Analysis Job Number:1 Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 2.469 45.1 3.0 120 0.009081 12-8'/2 Pf 0.3 105 10-0 15.1 9.1 Flow(q)from Route 8 24-0 Pe 100 10-0 9.4 2T(12-0) 36-8'/z Pv M•••••Route 7••••• DY 1.049 15.0 5.6 120 0.076781 0-0 Pf 2.2 228 9-0 15.0 5.6 7.2 Sprinkler, 29-0 Pe -0.4 117 10-0 9.0 T(5-0),fd(24-0) 29-0 Pv Q•••••Route 8••••• DY 1.049 15.1 5.6 120 0.077175 0-0 Pf 2.2 222 9-0 15.1 5.6 7.3 Sprinkler, 29-0 Pe -0.4 105 10-0 9.1 T(5-0),fd(24-0) 29-0 Pv M•••••Route 9••••• DY 1.049 15.2 5.6 120 0.078322 0-0 Pf 2.3 223 9-0 15.2 5.6 7.4 Sprinkler, 29-0 Pe -0.4 112 10-0 9.2 T(5-0),fd(24-0) 29-0 Pv Q•••••Route 10••••• DY 1.049 16.0 5.9 120 0.086003 0-0 Pf 2.5 239 9-0 16.0 5.6 8.2 Sprinkler, 29-0 Pe -0.4 144 10-0 10.2 T(5-0),fd(24-0) 29-0 Pv CM 2.469 16.0 1.1 120 0.001331 6-0 Pf 0.0 144 10-0 10.2 Pe 142 10-0 10.2 6-0 Pv CM 2.469 32.0 2.1 120 0.004799 10-0 Pf 0.0 142 10-0 16.0 10.2 Flow(q)from Route 11 Pe 133 10-0 10.3 10-0 Pv CM 2.469 48.0 3.2 120 0.010177 8-0 Pf 0.1 133 10-0 16.0 10.3 Flow(q)from Route 14 Pe 119 10-0 10.3 8-0 Pv CM 2.469 64.1 4.3 120 0.017372 10-0 Pf 0.2 119 10-0 16.1 10.3 Flow(q)from Route 16 Pe 107 10-0 10.5 10-0 Pv CM 2.469 80.3 5.4 120 0.026370 23-0'/2 Pf 0.9 107 10-0 16.2 10.5 Flow(q)from Route 18 12-0 Pe 63 10-0 11.4 PO(12-0) 35-0'/2 Pv Q•••••Route 11••••• DY 1.049 16.0 5.9 120 0.086064 0-0 Pf 2.5 237 9-0 16.0 5.6 8.2 Sprinkler, 29-0 Pe -0.4 142 10-0 10.2 T(5-0),fd(24-0) 29-0 Pv M•••••Route 12••••• DY 1.049 16.0 5.9 120 0.086156 0-0 Pf 2.5 242 9-0 16.0 5.6 8.2 Sprinkler, 29-0 Pe -0.4 150 10-0 10.2 T(5-0),fd(24-0) 29-0 Pv CM 2.469 16.0 1.1 120 0.001333 8-0 Pf 0.0 150 10-0 10.2 Pe 146 10-0 10.2 8-0 Pv CM 2.469 32.0 2.1 120 0.004808 10-0 Pf 0.0 146 10-0 16.0 10.2 Flow(q)from Route 13 Pe 138 10-0 10.3 10-0 Pv CM 2.469 48.1 3.2 120 0.010196 12-0 Pf 0.1 138 10-0 16.0 10.3 Flow(q)from Route 15 Pe 124 10-0 10.4 12-0 Pv CM 2.469 64.2 4.3 120 0.017421 12-0 Pf 0.2 124 10-0 16.1 10.4 Flow(q)from Route 17 Pe 109 10-0 10.6 12-0 Pv CM 2.469 80.5 5.4 120 0.026476 23-0Yz Pf 0.9 109 10-0 16.3 10.6 Flow(q)from Route 19 12-0 Pe 62 10-0 11.6 PO(12-0) 35-0'/z Pv Q•••••Route 13••••• DY 1.049 16.0 5.9 120 0.086237 0-0 Pf 2.5 240 9-0 16.0 5.6 8.2 Sprinkler, 29-0 Pe -0.4 146 10-0 10.2 T(5-0),fd(24-0) 29-0 Pv Q•••••Route 14••••• DY 1.049 16.0 6.0 120 0.086429 0-0 Pf 2.5 234 9-0 16.0 5.6 8.2 Sprinkler, 29-0 Pe -0.4 133 10-0 10.3 T(5-0),fd(24-0) 29-0 Pv Q•••••Route 15••••• ©M.E.P.CAD 411 AutoSPRINK 2023 08.1.33.0 2/13/2024 3:03:36PM Page 7 4 Hydraulic Analysis Job Number:1 Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DY 1.049 16.0 6.0 120 0.086603 0-0 Pf 2.5 235 9-0 16.0 5.6 8.2 Sprinkler, 29-0 Pe -0.4 138 10-0 10.3 T(5-0),fd(24-0) 29-0 Pv M•••••Route 16••••• DY 1.049 16.1 6.0 120 0.087048 0-0 Pf 2.5 230 9-0 16.1 5.6 8.3 Sprinkler, 29-0 Pe -0.4 119 10-0 10.3 T(5-0),fd(24-0) 29-0 Pv v•••••Route 17••••• DY 1.049 16.1 6.0 120 0.087533 0-0 Pf 2.5 231 9-0 16.1 5.6 8.3 Sprinkler, 29-0 Pe -0.4 124 10-0 10.4 T(5-0),fd(24-0) 29-0 Pv M•••••Route 18••••• DY 1.049 16.2 6.0 120 0.088368 0-0 Pf 2.6 224 9-0 16.2 5.6 8.4 Sprinkler, 29-0 Pe -0.4 107 10-0 10.5 T(5-0),fd(24-0) 29-0 Pv Q•••••Route 19••••• DY 1.049 16.3 6.1 120 0.089120 0-0 Pf 2.6 225 9-0 16.3 5.6 8.5 Sprinkler, 29-0 Pe -0.4 109 10-0 10.6 T(5-0),fd(24-0) 29-0 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 4.87( Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) Factor Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD g11 AutoSPRINK 2023 08.1.33.0 2/13/2024 3:03:36PM Page 8 4 Hydraulic Analysis Job Number:1 Report Description:Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90' FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SN Swing Nipple DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90'Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45'Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11'/4'Elbow points Eel 22'/�Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90'FireLock(TM)Elbow fEE 45'FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD AutoSPRINK 2023 08.1.33.0 2/13/2024 3:03:36PM Page 9 �JIILFlow Diagram (Top View) Job Number:1 Report Description:Light Hazard ©M.E.P.CAD 'l AutoSPRINK 2023 v18.1.33.0 2/13/2024 3:03:37PM Page 10 �JIILFlow Diagram (Isometric View) Job Number:1 Report Description:Light Hazard ©M.E.P.CAD AutoSPRINK 2023 v18.1.33.0 2/13/2024 3:03:38PM Page 11 - - - - - - - - - - - - - - - - - o Hanger No.015 Top Beam C-Clamp xN V— I 63 0 - - - - - - - - - - - - - - - - 105 \222 1 Ce • 107 09 112 223 (2 117_ i -28 22 0 229119 MOt 124 231 233 \,X I -e 2 32 36 1aa234 -- TEELOX(TM)Mechanical Branch Connector oUrb,d b-111 oldetS.TEELOXI-tt—ds conform to ASME 81201 138, 11"11"U Pli, 235 OUT ReMead Suspended Ceiling Detail 142 NPS Pjp� It.1cont"A to 1M Nola Di..C Take Out 149 -D 146 1-1/4 x 1/2 198 M 1,19 144 1 114 x 3/4205 119 Li 9 I'i238 �231F,:] 11/4x1 213 119 119 1-1/2.1/2 193 119 119 1-1/2 x 3/4 2,05 119 119 1 1/2xl 2.13 119 119 2 x 1/2 2,26 1.19 47 2 0/4 233 119 �241 -2 V 1.47 W 2.41 119 147 2-V2 x W 2157 119 178 it 2-1/2 x 3,14 2.64 119 1.78 Lig[A Hazard-0.10grpnn/W for 1500.00ft' 2-1/2 x 1 2.72 119 1 1.78 NCS Sprinkler Plan 0'2-4- 8- Sprinkler Legend Symbol I Manufacturer SIN IModel Quantity I K-Factorl Type Size j Response Orifice I Finish Temperature Note �Victaulic V2708�FL-QR 42� 5.8 Pendenl �Quick I OIChrome Total=42 syelheS Joh.Tharraw,DeMarfino 9794-1091-03 LeVOI 3 C—Fift Protecean,Inc. 0101"FP14411 0 7 L. ............. DATE: DESCRIPTION: NCS, INC CONMIT#TRACT# PER xxxx3m Fire Sprinkler Plan APPROVAL uty.06AHRton DRAM BY: ND PIPING PLAN, HEAD LAYOUT DATE: O2/12/2024 SCALE: V-u- 17216 51 st Avenue SE, Suite 114 REVISION DATE: P-0 NSA 0Arlington, WA I I#OF SHEETS: 1 of 1 SIE1#: F 10 Permit#: 5803 Permit Date: 02/05/24 Permit Type: FIRE SPRINKLER Project Name: NCS, Inc Applicant Name: Crown Fire Protection, Inc. Applicant Address: PO Box 12113 Applicant, City, State, Zip: Mill Creek, WA 98082 Contact: Cristie Ogland Phone: 425-481-7669 Email: cristie@crownfp.com Scope of Work: Add 42 fire sprinkler heads for tenant improvement Valuation: 9500.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: Permit Expires: Form Permit Type: FIRE SPRINKLER Status: IN PROCESS Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning SMARTCAP ARLINGTON 301 AP- 31052100400100 7216 51 ST AVE NE,Suite AIRPORT AIRPORT INDUSTRIAL 1 / INDUSTRIAL MANUFACTURING PARK QOZB,LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# 4932 W CONSTRUCTION LABOR& CROWN FIRE 425-481-7669 INTERURBAN CROWNFP044LL PROTECTION INC BLVD CONTRACTOR INDUSTRIES 4932 W CONSTRUCTION CROWN FIRE 425-481-7669 INTERURBAN COA 601 699 980 PROTECTION INC BLVD CONTRACTOR Plan Reviews Date Review Type Description Assigned To Review Status 02/05/2024 FIRE SPRINKLER BUILDING In Review 02/05/2024 FIRE SPRINKLER PW-WAT-REV In Review Notes Date Note Created By: 02/05/2024 Emailed for NICET and hydraulic calculations. Kristin Foster Uploaded Files Date File Name 02/05/2024 1$445010-20240129 BLD5803 EquipmentSpccspdf 02/05/2024 18445011-20240129 BLD5803 Application.pdf CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 17216 51ST AVE NE,Suite 114 Permit#: 5803 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31052100400100 DATE OF ISSUANCE. Scope of Work:Add 42 fire sprinkler heads for tenant improvement Valuation: 9500.00 OWNER APPLICANT CONTRACTOR SMARTCAP ARLINGTON AIRPORT Crown Fire Protection,Inc. CROWN FIRE PROTECTION INC INDUSTRIAL PARK QOZB,LLC 8201 164TH AVE NW, SUITE 110 PO Box 12113 4932 W INTERURBAN BLVD REDMOND,WA 98052 Mill Creek,WA 98082 BOTHELL,WA 98012 425-481-7669 425-481-7669 LIC:CR0WNFP044LL EXP:04/10/2025 LIC:601 699 980 EXP:03/31/2024 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: FIRE SPRINKLER CODE YEAR: 2018 STORIES: 1 CONST.TYPE: 111B DWELLING UNITS: OCC GROUP: S-1; Storage Mod Hazard BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC I I OARC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. c1 02/29/2024V' Applicant Signature Date Building Official Date CONDITIONS Adhere to the approved plans.Approved job copy shall be onsite for inspections.Call for inspections. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 02/29/2024 Fire System Plan Review $169.18 02/29/2024 Credit Card Service $5.08 02/29/2024 Processing/Technology $25.00 02/29/2024 Fire Sprinkler System $375.00 Total Due: $574.26 Total Payment: $174.26 Balance Due: $400.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail Permit#: 5803 Permit Date: 02/05/24 Permit Type: FIRE SPRINKLER Project Name: NCS, Inc Applicant Name: Crown Fire Protection, Inc. Applicant Address: PO Box 12113 Applicant, City, State, Zip: Mill Creek, WA 98082 Contact: Cristie Ogland Phone: 425-481-7669 Email: cristie@crownfp.com Scope of Work: Add 42 fire sprinkler heads for tenant improvement Valuation: 9500.00 Square Feet: 31824 Number of Stories: 1 Construction Type: 111B Occupancy Group: S-1; Storage Mod Hazard ID Code: CIC Permit Issued: Permit Expires: Form Permit Type: FIRE SPRINKLER Status: VOID/WITHDRAWN Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning SMARTCAP 17216 51 STAVE NE,Suite ARLINGTON 301 AP- 31052100400100 114 AIRPORT AIRPORT INDUSTRIAL/ INDUSTRIAL MANUFACTURING PARK QOZB,LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# CROWN FIRE 4932 W CONSTRUCTION LABOR& PROTECTION INC 425-481-7669 INTERURBAN CONTRACTOR INDUSTRIES CROWNFP044LL BLVD CROWN FIRE 4932 W CONSTRUCTION PROTECTION INC 425-481-7669 INTERURBAN CONTRACTOR COA 601 699 980 BLVD Plan Reviews Date Review Type Description Assigned To Review Status 02/05/2024 FIRE SPRINKLER BUILDING Approved 02/05/2024 FIRE SPRINKLER no comments for this review.Gus PW-WAT-REV Approved Fees Fee Description Notes Amount Fire System Plan Review Table 4-2 $169.18 Credit Card Service $5.08 Processing/Technology $25.00 Fire Sprinkler System Commercial NFPA 13/13R $375.00 Total $574.26 Attached Letters Date Letter Description 02/29/2024 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 02/05/2024 XBP Con£ $169.18 164875725 02/05/2024 Cristie Ogland 164875725 Hannah Hardwick $5.08 03/07/2024 XBP Conf: $400.00 167386559 Outstanding Balance $0.00 Notes Date Note Created By: 03/22/2024 Permit has been withdrawn as the applicant submitted twice for the same application.Issued Kristin Foster permit is BLD5788 03/20/2024 Sent a follow up email regarding the permit for signature. Kristin Foster 03/07/2024 Emailed the permit for signature. Kristin Foster 02/13/2024 Received stamped plans and hydraulic calculations. Kristin Foster Emailed to verify the NICET information and to stamp the plans.Let the applicant know that we 02/09/2024 Kristin Foster will require hydraulic calculations. 02/05/2024 Emailed for NICET and hydraulic calculations. Kristin Foster 02/05/2024 Applicant emailed the NICET information,however I was not able to verify. Kristin Foster Uploaded Files Date File Name 02/13/2024 18540450-20240213 BLD5803 HydraulicCalcs.PDF 02/13/2024 18540451-20240213 BLD5803 StampedPlans.pdf 02/05/2024 18445010-20240129 BLDL03 EquipmentSpecs.pdf 02/05/2024 18445011-20240129 BLD5803 Application.pdf Hartge No.01S i Top Beam 0.01amp 7-0 64 1 zmJ�r a l a ` l - I • • �] I _ 1os -• j • e - I ,112 �z2a T 224� 225� i�: • �t171 •:.228, .122;•f—. --• I 6 j I' J2S� UL � 231 fir z3a ;3 •z r TEELOXI(TM)Mechani, B zsz r cal Branch 31� LT Connector �^`7 r W L....i J • !'' i / i.--,E A � z3r'- �.a6 1'Tex:fead5usperrded Ceiling pef�rit 23S l �x • 1ao lax; • 1L+ i _. NPS P1 olme Af tO Hole ota.e Txke Put .��. mm i-i.x 112 1,95 1.19 1.19 � 145 �- t-t:x3/9 205 719 I.L9 238) 239, 240 �-''� -- r L -. 1t112x 1 213 1.19 119 _ _ -- - i-112x 112 198 119 1.i9 ill 1 �. • -..I 150'•� \•� ,< �.,, e 11122x22421 4... (l5 iP) ;15 53 2x3/4 2.'f3 719 137 241 119 1.47 - - x U2 1 5I 113 t 76 2-112 j �'Ttzard-0.10qpni,/W 2-112X 3i4 264 1.19 for 150 :OOk' � - � � � - - z-tiz x.1 1 NCS Sprinkler Plan 0'2'4' 8' Sp`nkler Legend odel Quantity K-F a c 5 ze �s Or firer° s�E T FCITYeratur Note �� Q :� LIN�T NTON T aaw c V27087 F e 42 _ j ,�ome i o BUILDING DEPARTMENT MEN7 Total=az _ —_ APPROVED DATE HY4 NOON GPROVE..BY: ❑ UNLESS APPROVED�/T{P_ ' BUILDING INSPECTOR John Thane 13~o a .4 �0794/091CG L-13 •down Fin Prow b.,Ma. CRGNNFPO"LL FEB 13 2024' L # DATE: DESCRIPTION. NCS, INC : :CONTRACT# PERMIT# xxxxxxx - Fire Sprinkler an kler Plan APPROVAL aryorar11n9fDc �- - - PIPING PLAN, HEAD LAYOUT oA ENT By - - �z /zo SCALE: 17216 51stAvenue SE, Suite 114 RE�SIONDATE NA --1 ,1 Arlington #O FP1 F SHEETS', - Of 1 SHEET# , WA