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Permit File BLD-2021-0648 1715 O Avenue
City of Anacortes 904 6th Street P.O.Box 547 Anacortes, WA 98221-0547 (360) 293-1901 Invoice/Permit #: Applied date: Issue date: Expire date Job Address: 1715 O AVE Permit Type: Fire Sprinkler Permit ANACORTES WA 98221 Project: APN: Remarks: INSTALL WET PIPE AUTO SPRINKLER SYSTEM AND ONE MAUAL WET STANDPIPE, Owner: MADRONA RE INVESTORS ONE LLC Contractor: Address: 1320 E PIKE ST Address: SEATTLE WA 98122-4020 Phone: (206) 538-2950 Phone License #: BLD-2021-0648 07/30/2021 08/09/2021 02/05/2023 COMMERCIAL FIRE PROTECTION INC 17199 BENNETT RD MOUNT VERNON WA 98273-9789 (360) 848-9093 General Information: Fees: Building Valuation 89767 Building Permit Fee Plan Review Fee State Building Code Fee Comm Total Calculated: Deposits/Receipts: Total Due: 923.75 600.44 25.00 1,549.19 0.00 1,549.19 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. This permit becomes null and void if work or construction authorized is not commenced within 180 days or if construction work is suspended or abandoned for a period of 180 days at any time after work is commenced. I have read anti-ezamihed this application and know the same to be true and correct. / i SIGNATURE OF OWNER OR AUTHORIZED AGENT vim PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT FIRE SPRINKLER PERMIT APPLICATION Mailing Address: P.O. Box 547, Anacortes, WA 98221 .q4;t' Office Location: 904 6rh Street, Anacortes WA 98821 Phone: (360) 2934901, Fax: (360) 2934938 PLEASE REFER TO THE FIRE SPRINKLER PERMIT CHECKLIST FOR SUBMITTAL REQUIREMENTS ❑ MODIIFY EXISTING SYSTEM a INSTALL NEW SYSTEM ❑ UNDERGROUND FIRE LINE PROJECT ADDRESS (Street, Suite ft PARCEL(S) #: 1715 O Ave P55160 PROJECT VALUATION. 899767000 APPLICANT: Phone, Commercial Fire Protection, Inc. 360 848-9093 ext 113 Address (Street, City, State, Zip): E-Mail Address: 17199 Bennett Rd., Mount Vernon, WA 98273 della@cfirepro.com PROPERTY OWNER: Phone: Madrona Real Estate Investors Vill, LLC Address (Street, City, State, Zip): E-Mail Address: 1320 E. Pike St., Seattle, WA 98122 CONTACT PERSON: Phone: Della Dellinger 360 84&9093 ext 113 Address (Street, City, State, Zip): E-Mail Address: same as applicant CONTRACTOR** Phone, Same as Applicate Address (Street, City, State, Zip): E-Mail Address *All Contractors &subcontractors must have a valid City of State Sprinkler Certificate & License #: Exp. Date: Anacortes business license prior to doing work in the City. COMMEFP132MM 08/16/22 Contact the City's Finance Department at (360) 2994968. Business License #: Exp. Date: COMMERCIAL 0 RESIDENTIAL 0 OCCUPANCY CLASS: SPRINKLER STANDARD: NFPA 13-2019 HAZARD CLASS: Is this work, associated with another project? Yes ❑ No ❑ If yes, specify: PROPOSED WORK: Installation of one wet pipe automatic sprinkler system and one manual wet standpipe I declare under penalty of perjury that the information I have provided on this form/application is true, correct, and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: Della Dellinger Owner ❑ Agent A(specify): :" Signature: C.C.CGI. C.c.Glil1iQ Date: 07/26/21 R7 *4 W 9C0 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT FIRE SPRINKLER PERMIT CHECKLIST Mailing Address: P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 2934901, Fax: (360) 2934938 Plans shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed, and conform to the provisions of the adopted International Codes and City Ordinances. PERMiT TYPE SUBMITTAL REQUIREMENTS: The number indicates the number of H n copies for submittal (if applicable). �, O �r CA 0 L7 �p "S Fire Sprinkler Permit Application 1 1 Floor Plan (scaled construction drawings showing): 3 3 o Location of sprinkler heads, piping size and layout o Interior, exterior and underground fire sprinkler components o Indicate wet pipe or dry pipe system o System calculations & manufacturer's information on system components o Water flow and control valves o Site Plan (showing FDC & PIV locations) Final inspection & approval from the Fire Marshal and Building Inspector ✓ ✓ is required once work is complete —Requested by the applicant Underground & above ground installation certificate (provided after ✓ ✓ installed) ES-A-Deringer 30 Job Name Contractor Job Location Engineer Approval ver�nger 3v Double Check Detector Assembly Sizes: 2"** - 8" The DeringerT"' 30 Double Check Detector Assembly (DCDA-II) prevents non -health hazard pollutants from entering a potable water supply system when backpressure and/or backsiphonage conditions occur. Used primarily on fire sprinkler systems when monitoring of unauthorized water use is required. Features • Integral shutoff valves indoor/outdoor application • 100% stainless steel housing • Tamper -resistant test cocks • Patented Dual -action'"'' check modules - Poppet action at low flow - Swing action at high flow • Lead Free* Bronze bypass components • CuFt or gallons bypass meter • DCDA-II single check bypass • Silicone elastomer check discs • Prewired supervisory switches • Flange adapters available • IPS grooved ends Specifications The Deringer 30 Double Check Detector Assembly shall utilize two independent Dual -action check modules and two integral resiliently seated shut-off valves all of which shall be contained within a single rigid valve housing constructed entirely of 304 stainless steel. Both integral shutoff valves shall include pre -wired supervisory tamper switches contained within a weatherproof actuator housing approved for both indoor and outdoor use. Dual -action check modules shall operate as a "poppet style" check under low flow conditions, operate as a "swing style" check under high flow conditions and utilize replaceable silicone elastomer sealing discs. Assembly test cocks shall be handle -less and operate via a tamper resistant actuator. Assembly shall have a single full access service port and cover with an "inline" replaceable elastomer seal. The bypass assembly shall include a meter registering either gallons or cubic feet, a single check valve and required test cocks. Assembly shall be serviceable without special tools and approved for both horizontal and vertical applications. Approval Contractor's P.O. No. Representative Approved for Fire Protection, Waterworks, Plumbing, and Irrigation Applications. Materials Valve Housing Valve Cover: SOV Disks: SOV Shafts: Bypass Spring SOV Bearings: Non -wetted Bolts: Check Disks: Wetted Fasteners: Bypass Components: Check Springs: Check Pins: Check Seats: O-rings: Bypass Internals: 304 Stainless Steel 304 Stainless Steel EPDM/304SS 304 Stainless Steel 302 Stainless Steel Teflon fluoropolymer/Bronze Grade 8 Zinc Plated Silicone (NSF) 18-8 Stainless Steel Lead Free Bronze 17-7 Stainless Steel 17-7/18-8 Stainless Steel Nory10 Polymer (NSF) Buna-N (NSF) ABS Polymer (NSF) Pressure —Temperature Temperature Range: 33°F —140°F Working Pressure: 10—175psi *The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Teflon© is a registered trademark of The Chemours Company. Norylw is a registered trademark of SABIC Global Technologies B.V. The information contained herein is not intended to replace the full product installa- tion and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. FIRE Ames Fire &Waterworks product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measure- ments, please contact Ames Fire &Waterworks Technical Service, Ames fire &Waterworks reserves the dght to change or modify product design, construction: specifications, or matedalswithout pdornotice and without incurring any obligation to make such changes and modifications on Ames Fire &Waterworks products previously or subsequentty sold. tie WATERWORt4� A WATTS Brand = Rated Flow j = UL Tested � = 15 fps 200 300 400 500 600 * Specific orientation &agency flow characteristics available on website 0 ��r :�� 1200 * Specific orientation &agency flow characteristics available on website Standards AWWA C510-07 Compliant NSF/ANSI 372, UL CERTIFIED LEAD FREE End Connections - IPS Groove for Steel Pipe: AWWA C606 - Flange Adapters: ANSI 816.1 Glass 125 �,UsiF,� M V '�� O APPROVED G`VUS fl55E U S C APPROVED 1015 F'itdE Fk'4'VATEi�VVOF�iCS ES-A-Deringer 30 1951 Dimensions -Weights �E�(7 3U�(3 ;24 t 9 f,' <aFl 83 6� J`J i 11i�� Lit) (� �. t it�rl ) 700 800 Rate of Flow (gpm) 1600 2000 2400 Rate of Flow (gpm) �i• 2 (2'/z)** 30 � 1 7.1 180 2.9 74 22.3 566 0.0 0 10.0 254 � 11.0 279 52 24 2'/z 30 7.1 180 2.9 74 18.7 475 0.0 0 10.0 254 11.0 279 47 21 3 30 7.4 188 2.9 74 18.7 475 0.0 0 10.3 262 11.0 279 49 22 4 30 7.9 201 3.1 79 18.7 475 0.2 5 11.0 279 11.0 279 51 23 6 30 10.1 257 4.5 114 25 726 1.0 25 14.6 370 16.9 429 99 45 8 30 10.4 264 5.4 137 31.0 787 1.8 46 15.8 401 13.8 351 150 68 " 2" size utilizes a 2 '%>" assembly �n�ith 2 ;'z" groove to 2" female NPT adapter and couplings. Adapter and couplings ship unassembled. USA: Backflow T: {978) G89-G06G • F: (978) 975-8350 • AmesFireWater.com USA: Control Valves T: (713) 943-0688 • F: {713) 944-9445 • AmesFireWater,com Canada: T: (9051 332-4090 • F: (905) 332-70G8 • AmesFireWater.ca Latin America: T: {52) 55-4122-0138 • AmesFiraWater.com 2020 Watts COMMERCIAL FIRE PROTECTION, INC. 17199 Bennett Road • Mt Vernon, Washington 98273 Phone (360) 848-9093 • Fax (360) 84&1072 License # COMMEFP132MM HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME FIDALGO FLATS JOB NO. 2021017 DATE 07/20/2021 ADDRESS 1715 O AVENUE BY JONATHAN YOUNG ANACORTES WA, 98221 SYSTEM DESIGNATION: 1 HAZARD DESCRIPTION: CLASS 1 MANUAL WET STANDPIPE HAZARD CLASS PER NFPA SPECIFIC RULING: FLOWING (3) REMOTE HOSE VALVES AT A MINIMUM OF 250 GPM AT 100 PSI EACH RULING MADE BY: OF DENSITY: GPM OVER THE MOST HYDRAULICALLY REMOTE SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE GPM IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: STANDPIPE TOTAL NUMBER OF SPRINKLERS THIS SYSTEM "C" FACTOR OVERHEAD MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: MODEL: WATER SUPPLY: STATIC 240 PSI RESIDUAL 130 PSI FLOW 1575 GPM K-FACTOR: ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: SUMMARY "C" FACTOR UNDERGROUND SQUARE FEET TEMPERATURE: SIN #: FIRE DEPARTMENT PUMPER 750 GPM REQUIRED AT 166.57 PSI AT CONNECTION TO FDC (INCLUDING GPM FOR TOTAL HOSE STREAMS) °F Hlrrbon 0100-C Leve13 Mike 7958- � Commercial Fire Protection, Inc. 12131r21 COMMEFP132MM Digitally signed by Mike Hinton Date2021o07,23 -i"gogg 9;:9o1 CERTIFICATE OF COMPETENCY STAMP U Q O C>O a� 0 n `o U C U O B .O w � � rn � ���o N ���`n � � � c u, m ��^E o�-o� cLLd cp c ca .� � � � �� �� wci v'i"vi� N � � �rNN OM (d �®®®20(n E N 0 O M O in _� oo�no� �OOMIn NN�-�� .. .. .. .. .. O � _O LL � � f0 7 7 0�3 �� aa� � o � ��� �� � � ai �n x o ,ui teoc��cu O< U��a� r� annan �- E�EEE � » > > � ��a�aa � � � � � � � � � OrNNMM naaaaa E � c� 0 0 0 0 a � o I N O O O O a0 Cp O � O N O O O a0 O tD O d' O N O O O O O O M N N N N N e- �- r � r � O � N � � �J (� (A � OC W 0 c 0 U C U (6 'a, E rn 0 d a� o. E 0 U V N O O O N � � N 0 aVDD v rn N cQ M 0' 0 (D O v 00 M rz O N LO O mm N to to 00 Ln lt) d N 0 cp CO CO N h � In CNN O N O v N N O ti c) CO � � �o N � � vrnoo M I� cD N M UO M Nov � O CO N (a Z � d J m` .ten o� w H Y (n c l ddd LL L� lL Z Z Z t O U C � 7 L aU) cn L O C O 0- CO cn ca N (� C U U1 O w Z) EL O C L L cn U 0 7 Eii so U L N m Dammmmm cQ C O O C U co .a,mmm �- tQ W a w aC LOLL O� �O CZ U > U ' L a ALL Q y � a>U ono mooDO : C � DO co co (1) i y cu N a — O (D L .3 f6 y � A:!M +t+ C '— 3 O 'c6 L DO 'O a)L N a�Ci ca Y a Lazo O U DOa N E y_ N Q DO0 C C a)DO E E _O ccnn N C O v O O C -O ��F- ate) rnm a� cn w C o * � .. N O c0mc o m a� 7 +L+ U 'O 0 (n � N 7 C co C � co DC rnvw (n C O O 0) M cu a O J a) Q O) — y >1 w C >< _ O +-O N -O U LL ;0MEMO O yLL awls N a U Z W o M CO o riuw ouiimidiy - 1MrrM Hydratec Incorporated SUPPLY ANALYSIS Page 3 Date Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure FDC See Information on Pump Curve 223.515 750.0 NODE ANALYSIS 166.569 Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes CZ 54.17 100.0 250.0 33 46.83 103.32 250.0 37 49.6 116.47 250.0 32 54.17 102.72 34 46.83 106.05 35 9.875 123.79 38 49.5 119.23 36 1.625 141.17 39 -183 150.91 310 0.0 163.23 FDC 3.0 166.57 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen -Williams ��ydratec Incorporated Page 4 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf S1 54.170 H250 250.00 2.5 T 18.785 1.000 120 100.000 to 18.785 0.0 S2 54.170 250.0 2.707 19.785 0.1376 2.722 Vel = 13.94 0.0 S2 250.00 102.722 K Factor = 24.67 S3 46.830 H250 250.00 2.5 T 18.785 1.000 120 103.325 to 18.785 0.0 S4 46.830 250.0 2.707 19.785 0.1376 2.722 Vel = 13.94 0.0 S4 250.00 106.047 K Factor = 24.28 S7 49.600 H250 250.00 2.5 T 18.785 1.000 120 116.467 to 18.785 0.043 S8 49.500 250.0 2.707 19.785 0.1376 2.723 Vel = 13.94 0.0 S8 250.00 119.233 K Factor = 22.90 S2 54.170 250.00 4 10.290 120 102.722 to 3.179 S4 46.830 250.0 4.316 10.290 0.0142 0.146 Vel = 5.48 S4 46.830 250.00 4 33.960 120 106.047 to 16.005 S5 9.875 500.0 4.316 33.960 0.0512 1.738 Vel = 10.96 S5 9.875 0.0 4 T 28.063 87.500 120 123.790 to 11 E 154.349 182.412 3.573 S6 1.625 500.0 4.316 269.912 0.0512 13.808 Vel = 10.96 0.0 S6 500.00 141.171 K Factor = 42.08 S8 49.500 250.00 4 2E 28.063 56.750 120 119.233 to 28.063 20.735 S6 1.625 250.0 4.316 84.813 0.0142 1.203 Vel = 5.48 S6 1.625 500.00 4 4E 56.127 12.000 120 141.171 to 56.127 2.363 S9 -3.830 750.0 4.316 68.127 0.1083 7.378 Vel = 16.45 S9 -3.830 0.0 4 T 20.029 10.000 100 150.912 to 4E 40.058 82.118 -1.659 S10 0 750.0 4.316 S 22.032 92.118 0.1518 13.980 Vel = 16.45 S10 0 0.0 4 44.330 140 163.233 to -1.299 FDC 3 750.0 4.1 44.330 0.1046 4.635 Vel = 18.23 0.0 FDC 750.00 166.569 K Factor = 58.11 Computer Programs by Hydratec Inc. Revision: 50.54.4 COMMERCIAL FIRE PROTECTION, 17199 Bennett Road • Mt Vernon, Washington 98273 Phone (360) 848-9093 • Fax (360) 84&1072 License # COMMEFP132MM HYDRAULIC CALCULATION INFORMATION SHEET INC . PROJECT NAME FIDALGO FLATS JOB NO. 2020026 DATE 07/20/2021 ADDRESS 1715 O AVENUE BY JONATHAN YOUNG ANACORTES WA, 98221 SYSTEM DESIGNATION: 2 HAZARD DESCRIPTION: BASEMENT/MECHANICAL HAZARD CLASS PER NFPA 13 : ORDINARY HAZARD GROUP 1 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 632 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 100 GPM IN -RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD: 120 L1l! TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 286 "C" FACTOR UNDERGROUND: 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: VIKING WATER SUPPLY: STATIC 93 PSI RESIDUAL 81 PSI FLOW 1783 GPM MODEL: QR TEMPERATURE: K-FACTOR: 5.6 SIN #: VK3001 EST: 0 ELEVATION OF T DATE OF TEST DATA PROVIDED BY LOCATION OF TEST SUMMARY 410.41 GPM REQUIRED AT 25.87 PSI AT CONNECTION TO CITY WATERMAIN 09/05/2019 CFP FLOW TEST SITE (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) Mike Hlr►ton 7858-0100-C Level3 Commercial Fire Probedion, Inc. 12�'1M1 COMMEFPI3YMM Digitally signed b Hinton Mike Hinton Date: 2021,07,23 -- T0- CERTIFICATE OF COMPETENCY STAMP m o a3 m m ±o / U � � � 3 � k � 9\\ \\ //\/\/ . ...... . � % 7 � t)=( ® cEl��c U .o 2[[[[� o #�e�$c �/ �� �c \� E\m�\� e\�\§nf §cc2lcm E 3 ) \ -/ \ $ /\ ®2 )�/ � ] � \ � l � G /Qy ) .. § .. (kR � ~ @ƒƒ �-- 22§§ o �g2 2 9 n �®mm � \\\ƒ � � #��\ ^ ¢OOO � � / \ \ � \ / E / 2 / / / O� ? q �� I m m 2 y u ■ § # k 2 � § ■ q /I am � @ E E � m � m 0 m D E U um g� 02 c0 �M �I oQ 2I o? co co 2I §@ =2 aR al r2 K (DLO k ® o#cu ]o= cn cn 0 a on{oo \ oC,4$oLO ) $ o�\o_ ƒ $ o�Eon � 2 om� e \k\ /g>2 (De I (DLL I§5OS a_ QG/QQ (D <_< << 2k ƒE2ƒƒ &z zzEzz CL L coWLL q �t km 2 § kU) k ( E %2 o c \/?CL \� \ =fm= = § 2 E o Cl) o�EIL E ea CD I°3Cr Eƒ > e: @ O m > # 9=�C c=k o (1) c o Co CD m� >a§�£LL ca o—o o�>01f k2� � 2 L �mo?o //kk\ a r / co)e a) ma /- 4=m Dca [�E CU gk\mo J�\0 E \ 2 2 $ E \ u EEk 2�ceee ±c 0 c� �fmC:k/m m o 'cc f mJc \2\m$ƒ �2D $® = M 0 m 0 c n c � e = m= � > ® 7 mCaCo �§�E<> o—e>a f_ £ 2 = b R > 0 LL k� � / 2iocow ■ § # § a � k Flow Summary - NFPA Hydratec Incorporated SUPPLY ANALYSIS Page 3 Date Node at Sfatic Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure U4 93.0 81 1783.0 92.207 410.41 NODE ANALYSIS 25.873 Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 101 0.67 5.6 7.0 14.82 0.15 47.13 102 0.67 5.6 7.82 15.66 0.15 57.17 103 0.67 5.6 8.22 16.05 0.15 55.21 104 0.67 5.6 10.97 18.54 0.15 36.42 105 0.67 5.6 13.3 20.42 0.15 47.89 106 0.67 5.6 9.8 17.53 0.15 92.54 107 0.67 5.6 10.76 18.37 0.15 97.41 108 0.67 5.6 11.45 18.95 0.15 84.23 109 0.67 5.6 12.85 20.08 0.15 103.51 6B 0.67 8.29 6A 0.67 8.9 6 0.67 12.84 7A 0.67 10.7 8 0.67 14.55 7 0.67 15.13 9 -3.83 23.54 U 1 -3.83 23.56 U2 -3.83 26.57 U3 0.0 25.12 U4 0.0 25.87 250.0 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen -Williams H;�dratec Incorporated Page 4 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 101 .670 5.60 14.82 1 2E 4.0 8.290 120 7.000 to T 5.0 9.000 0.0 66 .670 14.82 1.049 17.290 0.0747 1.292 Vel = 5.50 0.0 6B 14.82 8.292 K Factor = 5.15 102 .670 5.60 15.66 1 T 5.0 0.750 120 7.816 to 5.000 0.0 6B .670 15.66 1.049 5.750 0.0828 0.476 Vel = 5.81 0.0 6B 15.66 8.292 K Factor = 5.44 103 .670 5.60 16.05 1 E 2.0 0.920 120 8.216 to T 5.0 7.000 0.0 6A .670 16.05 1.049 7.920 0.0866 0.686 Vel = 5.96 0.0 6A 16.05 8.902 K Factor = 5.38 104 .670 5.60 65.07 1.5 T 11.677 7.460 120 10.966 to 11.677 0.0 6 .670 65.07 1.74 19.137 0.0981 1.878 Vel = 8.78 0.0 6 65.07 12.844 K Factor = 18.16 105 .670 5.60 85.49 2 T 14.004 8.380 120 13.298 to 2E 14.004 28.008 0.0 7 .670 85.49 2.215 36.388 0.0502 1.827 Vel = 7.12 0.0 7 85.49 15.125 K Factor = 21.98 106 .670 5.60 17.53 1 2E 4.0 4.875 120 9.795 to 4.000 0.0 7A .670 17.53 1.049 8.875 0.1020 0.905 Vel = 6.51 0.0 7A 17.53 10.700 K Factor = 5.36 107 .670 5.60 35.90 1.5 2E 11.677 9.210 120 10.764 to 11.677 0.0 108 .670 35.9 1.74 20.887 0.0327 0.683 Vel = 4.84 108 .670 5.60 18.95 1.5 T 11.677 7.960 120 11.447 to 11.677 0.0 109 .670 54.85 1.74 19.637 0.0715 1.405 Vel = 7.40 109 .670 5.60 20.07 1.5 T 11.677 1.625 120 12.852 to 11.677 0.0 8 .670 74.92 1.74 13.302 0.1273 1.694 Vel = 10.11 0.0 g 74,92 14.546 K Factor = 19.64 66 .670 30.47 1.5 T 11.677 7.790 120 8.292 to E 5.838 17.515 0.0 6A .670 30.47 1.74 25.305 0.0241 0.610 Vel = 4.11 6A .670 16.05 1.5 T 11.677 15.750 120 8.902 to 2E 11.677 23.354 0.0 104 .670 46.52 1.74 39.104 0.0528 2.064 Vel = 6.28 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final c;aicwations :Hazen-wlniams Hydratec Incorporated Page 5 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 104 46.52 10.966 K Factor = 14.05 6 .670 65.07 2 T 14.004 1.000 120 12.844 to 14.004 0.0 105 .670 65.07 2.215 15.004 0.0303 0.454 Vel = 5.42 0.0 105 65.07 13.298 K Factor = 17.84 7A .670 17.53 1.5 7.420 120 10.700 to 0.0 107 .670 17.53 1.74 7.420 0.0086 0.064 Vel = 2.37 0.0 107 17.53 10.764 K Factor = 5.34 8 .670 74.92 2 T 14.004 0.710 120 14.546 to 14.004 0.0 7 .670 74.92 2.215 14.714 0.0394 0.579 Vel = 6.24 7 .670 85.49 2 E 7.002 6.170 120 15.125 to Fsp 0.0 15.405 4.949 * *Fixed Loss = 3 9 -3.830 160.41 2.215 B 8.403 21.575 0.1608 3.470 Vel = 13.36 9 -3.830 0.0 4 1.830 120 23.544 to 0.0 U1 -3.830 160.41 4.316 1.830 0.0060 0.011 Vel = 3.52 U1 -3.830 0.0 4 1.580 120 23.555 to 3.000 * *Fixed Loss = 3 U2 -3.830 160.41 4.316 1.580 0.0063 0.010 Vel = 3.52 U2 -3.830 0.0 4 2E 28.063 6.330 120 26.565 to 28.063 -1.659 U3 0 160.41 4.316 34.393 0.0063 0.215 Vel = 3.52 U3 0 0.0 4 2E 29.067 92.670 140 25.121 to G 2.907 31.974 0.0 U4 0 160.41 4.1 124.644 0.0060 0.752 Vel = 3.90 250.00 Qa = 250.00 U4 410.41 25.873 K Factor = 80.69 Computer Programs by Hydratec Inc, Revision: 50.54.4 SYSTEM # 2 5T" FLOOR DWELLING UNIT AUXILIARY HYD PER SPRINKLER m � U � � � 0 m % k � \f m m ±O 2 / / £ / I \\k �\ &¢77ƒ\ \ 7 7k=( ® ��a�❑c � o �EE2Ep 2 �� �3 �/ w\\�m� ��qqG\f %Ocnlcm E 3 / % ) I ] ] ] I / / � e \/ $ O � \ k / /Q% .. § .. E \k» � qƒƒ ®-- 2�q§ o ? �¥77 maeG � G\�� / #��� ^ ¢OQO � � / / / � / i E / / g � E 2 9 R \ � � w m m = � w § # § f ƒ k s oGm /000§ � @ E E :3 m � m m � m 0) : � q /i ac / k k k I %J oS4 �000k /000\ �I 0Q\ fl og� =oo0Q /I og» w000e 2I §\2 =000E �I =2� a0002 2 \��2�/ \ e o#N/o°=�= § / on - \o=c = § oar}ow< r ) $ o*�\o�r�� ƒ w Eo n�m K� � � \3:"z75 � eomm 3==>w 0 Rflu,aZ ca LL =ow=w-,CL8 m�«ooP0,= 222/Qq$32 _E a(La»ƒ\>/ƒ \n LLLL�2LLaanILL z zzzu.z000z §k m±LL/oz/ae mt k\ 2 § k� cn k o $ M o c /D\am c @ m E k222 ° = c E�>e: �Uc\ =�f3 nc5�o c=� c o e > =CD LL %oRRC:2 # u1 k2 �22 � \ (D C) �# /\0 eminr2\ m m Ma=� \Eacu Co Co wo k�J2k0 E�2/$� �E\t� k/ƒEEk c25 E\mcwo )cm m�wg3� e � 00 2 �mc \2$�k/ mom\m = m =�»22c = ®_ >� Co @ g b CL E 0 Ec§D . c x E 2 \/k\LL /52i:� 2w0 § # k \ k How Summary - Nt-F'H Hydratec Incorporated SUPPLYANALYSIS Page 3 Date Node at Static Residual Available Source Pressure Pressure Flow Pressure Tofal Demand Required Pressure U4 93.0 81 Node Tag Elevation Node Type 605 49.5 606 49.5 607 49.5 608 49.5 - 0.0 10 49.5 10A 49.5 11 49.5 12 49.5 621 49.5 13 49.5 14 49.5 15 49.5 20 49.5 21 49.5 22 49.5 23 49.5 623 49.5 28 49.5 624 49.5 27 49.5 26 49.5 25 49.5 16 49.5 622 49.5 625 49.5 626 49.5 17 49.5 18 49.5 627 49.5 19 49.5 24 49.5 628 49.5 1 49.5 6 0.67 7 0.67 9 -3.83 U 1 -3.83 U2 -3.83 U3 0.0 U4 0.0 1783.0 92.846 169.28 NODE ANALYSIS Pressure Discharge at Node of Node 54.603 Notes 4.9 12.15 17.08 0.1 170 4.9 12.04 17.0 0.1 170 4.9 12.68 17.45 0.1 170 4.9 13.11 17.74 0.1 170 33.48 13.47 14.88 15.15 15.45 15.69 15.95 16.65 18.4 19.15 19.23 19.25 19.3 12.97 12.36 12.43 13.58 16.1 16.29 15.86 15.89 16.06 16.39 16.52 16.65 18.21 19.37 19.45 19.31 20.76 46.11 47.37 53.05 53.06 56.06 54.44 54.6 100.0 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations: Hazen -Williams Hydratec Incorporated Page 4 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ***** * Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 605 49.500 4.90 17.08 1 O 5.0 0.500 150 12.149 to 5.000 0.0 624 49.500 17.08 1.101 5.500 0.0507 0.279 Vel = 5.76 0.0 624 17.08 12.428 K Factor = 4.84 606 49.500 4.90 17.00 1 O 5.0 1.500 150 12.037 to 5.000 0.0 28 49.500 17.0 1.101 6.500 0.0503 0.327 Vel = 5.73 0.0 28 17.00 12.364 K Factor = 4.83 607 49.500 4.90 17.45 1 O 5.0 0.500 150 12.684 to 5.000 0.0 623 49.500 17.45 1.101 5.500 0.0529 0.291 Vel = 5.88 0.0 623 17.45 12.975 K Factor = 4.84 608 49.500 4.90 17.74 1 O 5.0 3.560 150 13.114 to 5.000 0.0 27 49.500 17.74 1.101 8.560 0.0546 0.467 Vel = 5.98 0.0 27 17.74 13.581 K Factor = 4.81 10 49.500 24.26 1 O 5.0 8.500 150 13.474 to R 1.0 6.000 0.0 10A 49.500 24.26 1.101 14.500 0.0972 1 Al Vel = 8.18 10A 49.500 =14.55 1 O 5.0 9.750 150 14.884 to 5.000 0.0 11 49.500 9.71 1.101 14.750 0.0179 0.264 Vel = 3.27 11 49.500 0.0 1 O 5.0 11.960 150 15.148 to 5.000 0.0 12 49.500 9.71 1.101 16.960 0.0179 0.303 Vel = 3.27 12 49.500 0.0 1 O 5.0 8.580 150 15.451 to 5.000 0.0 621 49.500 9.71 1.101 13.580 0.0178 0.242 Vel = 3.27 621 49.500 0.0 1 O 5.0 9.250 150 15.693 to 5.000 0.0 13 49.500 9.71 1.101 14.250 0.0179 0.255 Vel = 3.27 13 49.500 3.61 1 O 5.0 15.790 150 15.948 to R 1.0 6.000 0.0 14 49.500 13.32 1.101 21.790 0.0321 0.699 Vel = 4.49 14 49.500 =0.95 1 O 5.0 39.875 150 16.647 to 2N 14.0 23.000 0.0 15 49.500 12.37 1.101 4R 4.0 62.875 0.0279 1.757 Vel = 4.17 15 49.500 0.0 1 O 5.0 19.625 150 18.404 to 2R 2.0 7.000 0.0 20 49.500 12.37 1.101 26.625 0.0280 0.745 Vel = 4.17 20 49.500 -5.68 1 O 5.0 4.540 150 19.149 to 5.000 0.0 21 49.500 6.69 1.101 9.540 0.0089 0.085 Vel = 2.25 21 49.500 -4.62 1 O 5.0 13.420 150 19.234 to R 1.0 6.000 0.0 22 49.500 2.07 1.101 19.420 0.0010 0.020 Vel = 0.70 Computer Programs by Hydratec Inc. Revision: 50.54.4 renal (:alculatlons :Hazen-vvllllams Hydratec Incorporated Page 5 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 22 49.500 0.0 1 2N 14.0 28.500 150 19.254 to 5R 5.0 19.000 0.0 23 49.500 2.07 1.101 47.500 0.0010 0.049 Vel = 0.70 23 49.500 4.62 1 O 5.0 9.920 150 19.303 to R 1.0 6.000 0.0 24 49.500 6.69 1.101 15.920 0.0090 0.143 Vel = 2.25 0.0 24 6.69 19.446 K Factor = 1.52 10 49.500 ,,30.42 1 3.375 150 13.474 to 0.0 623 49.500 ,oM42 1.101 3.375-0.1479 ,,OA99 Vel = 10.25 623 49.500 17.45 1 O 5.0 8.000 150 12.975 to N 7.0 12.000 0.0 28 49.500 ,,12.97 1.101 20.000-0.0306 ,,0.611 Vel = 4.37 28 49.500 17.00 1 O 5.0 13.330 150 12.364 to 5.000 0.0 624 49.500 4.03 1.101 18.330 0.0035 0.064 Vel = 1.36 624 49.500 17.08 1 O 5.0 35.330 150 12.428 to 4R 4.0 16.000 0.0 25 49.500 21.11 1.101 N 7.0 51.330 0.0752 3.860 Vel = 7.11 0.0 25 21.11 16.288 K Factor = 5.23 10 49.500 6.16 1 2R 2.0 11.920 150 13.474 to 2.000 0.0 27 49.500 6.16 1.101 13.920 0.0077 0.107 Vel = 2.08 27 49.500 17.74 1 O 5.0 20.580 150 13.581 to R 1.0 6.000 0.0 26 49.500 23.9 1.101 26.580 0.0946 2.515 Vel = 8.05 26 49.500 -15.13 1 O 5.0 7.960 150 16.096 to 5.000 0.0 25 49.500 8.77 1.101 12.960 0.0148 0.192 Vel = 2.96 25 49.500 21.11 1 O 5.0 10.080 150 16.288 to N 7.0 12.000 0.0 24 49.500 29.88 1.101 22.080 0.1430 3.158 Vel = 10.07 0.0 24 29.88 19.446 K Factor = 6.78 10A 49.500 14.55 1 O 5.0 17.830 150 14.884 to 3R 3.0 8.000 0.0 16 49.500 14.55 1.101 25.830 0.0378 0.976 Vel = 4.90 16 49.500 -3.61 1 O 5.0 3.875 150 15.860 to 5.000 0.0 625 49.500 10.94 1.101 8.875 0.0223 0.198 Vel = 3.69 0.0 625 10.94 16.058 K Factor = 2.73 16 49.500 3.61 1 R 1.0 9.710 150 15.860 to 1.000 0.0 622 49.500 3.61 1.101 10.710 0.0029 0.031 Vel = 1.22 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen -Williams H�dratec Incorporated Page 6 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 622 49.500 0.0 1 O 5.0 12.000 150 15.891 to 3R 3.0 8.000 0.0 13 49.500 3.61 1.101 20.000 0.0028 0.057 Vel = 1.22 0.0 13 3.61 15.948 K Factor = 0.90 625 49.500 10.94 1 O 5.0 10.000 150 16.058 to 5.000 0.0 626 49.500 10.94 1.101 15.000 0.0223 0.334 Vel = 3.69 626 49.500 0.0 1 O 5.0 0.830 150 16.392 to 5.000 0.0 17 49.500 10.94 1.101 5.830 0.0223 0.130 Vel = 3.69 0.0 17 10.94 16.522 K Factor = 2.69 26 49.500 15.13 1 2R 2.0 8.500 150 16.096 to 2.000 0.0 17 49.500 15.13 1.101 10.500 0.0406 0.426 Vel = 5.10 17 49.500 10.95 1 1.170 150 16.522 to 0.0 18 49.500 26.08 1.101 1.170 0.1111 0.130 Vel = 8.79 18 49.500 0.95 1 O 5.0 8.080 150 16.652 to 5.000 0.0 627 49.500 27.03 1.101 13.080 0.1188 1.554 Vel = 9.11 627 49.500 0.0 1 O 5.0 4.830 150 18.206 to 5.000 0.0 19 49.500 27.03 1.101 9.830 0.1188 1.168 Vel = 9.11 0.0 19 27.03 19.374 K Factor = 6.14 18 49.500 -0.95 1 2R 2.0 21.710 150 16.652 to 2.000 0.0 14 49.500 -0.95 1.101 23.710-0.0002 -0.005 Vel = 0.32 0.0 14 -0.95 16.647 K Factor = -0.23 19 49.500 32.70 1 O 5.0 3.210 150 19.374 to 5.000 0.0 1 49.500 32.7 1.101 8.210 0.1689 1.387 Vel = 11.02 0.0 1 32.70 20.761 K Factor = 7.18 24 49.500 36.57 1 O 5.0 1.330 150 19.446 to 5.000 0.0 1 49.500 36.57 1.101 6.330 0.2077 1.315 Vel = 12.32 0.0 1 36.57 20.761 K Factor = 8.03 20 49.500 5.67 1 4R 4.0 19.830 150 19.149 to 4.000 0.0 628 49.500 5.67 1.101 23.830 0.0066 0.157 Vel = 1.91 628 49.500 0.0 1 O 5.0 5.170 150 19.306 to 5.000 0.0 19 49.500 5.67 1.101 10.170 0.0067 0.068 Vel = 1.91 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen -Williams Hydratec Incorporated Page 7 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 19 5.67 19.374 K Factor = 1.29 21 49.500 4.62 1 15.080 150 19.234 to 0.0 23 49.500 4.62 1.101 15.080 0.0046 0.069 Vel = 1.56 0.0 23 4.62 19.303 K Factor = 1.05 1 49.500 69.27 2 T 14.004 70.125 120 20.761 to 4E 28.009 53.216 21.148 6 .670 69.27 2.215 4F 11.203 123.341 0.0340 4.197 Vel = 5.77 6 .670 0.0 2 2E 14.004 9.170 120 46.106 to T 14.004 28.008 0.0 7 .670 69.27 2.215 37.178 0.0340 1.264 Vel = 5.77 7 .670 0.0 2 E 7.002 6.170 120 47.370 to Fsp 0.0 15.405 4.949 * *Fixed Loss = 3 9 -3.830 69.27 2.215 B 8.403 21.575 0.0340 0.734 Vel = 5.77 9 -3.830 0.0 4 1.830 120 53.053 to 0.0 U 1 -3.830 69.27 4.316 1.830 0.0016 0.003 Vel = 1.52 U1 -3.830 0.0 4 1.580 120 53.056 to 3.000 * *Fixed Loss = 3 U2 -3.830 69.27 4.316 1.580 0.0013 0.002 Vel = 1.52 U2 -3.830 0.0 4 2E 28.063 6.330 120 56.058 to 28.063 -1.659 U3 0 69.27 4.316 34.393 0.0013 0.045 Vel = 1.52 U3 0 0.0 4 2E 29.067 92.670 140 54.444 to G 2.907 31.974 0.0 U4 0 69.27 4.1 124.644 0.0013 0.159 Vel = 1.68 100.00 Qa = 100.00 U4 169.27 54.603 K Factor = 22.91 Computer Programs by Hydratec Inc. Revision: 50.54.4 Contractor: COMMERCIAL FIRE PROTEC Project Address: FIDALGO_F_LATS _ Address: 17199 BENNETT ROAD MT. VERNON, WA, 98248 FAX0N 1715 O AVENUE _ _ Phone: (360) 848-9093 EXT 120 Po"OgBesinessWwidwide ANACORTES, WA Licence: COMMEFP132MM Job # 2021017 Calculations based on 2019 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7' 0" (2.134 m) _ TOLCO"m Component Listed Load Adjusted Load Diameter of Brace 1 Fig. 1001 Clamp 1600 Ibs (726 kg) 1131 Ibs (513 kg) Fig.980 Universal Swivel 2015 Ibs (914 kg) 1425 Ibs (646 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 45 *Calculation Based on CONCENTRIC Loading Min. _ _ •Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" 11 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1310 Ibs (594 kg) TOLCO FIG. 98 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE C Orientation to Connecting Surface NFPA Type B Fastener i Type Lag=Screw + i Diameter 1/2in. Length 4-1/2in. TOLCO FIG. 1001 FAST CLAMP Maximum Load 355 Ibs (161 kg) Brace Identification on Plans EQ BRACE'1' Prying Factor N/A Brace Type Lateral [X] Longitudinal [ ] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) C = 0.5484 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4" (100 mm) Mega -Flow 25 ft (7.6 m) 25 ft (7.6 m) 10.67 lb/ft (15.88 kg/m) 267 Ibs (121 kg) Subtotal Weight 267 Ibs (121 kg) Wp (incl. 15%) 307 Ibs (139 kg) Main Size 44t Type/Sch. Mega -Flow Spacing (ft) 25 Total (Fpw) Maximum Fpw per 18.5.5.2 247 Ibs (112 kg) 1025 Ib (464 kg) {TOLBraceTM' Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement 1 VLLPIaLOC JCI. 1111%10 ♦rAI�.NIA�1V11J Job # 2021017 FIDALGO FLATS 1715 O AVENUE Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener EQ BRACE ' I NFPA Type B 4" MegaFlow Pipe 25' 0" (7.62 m) Lateral 1 " Sch.40 7' 0" (2.13 m) 200 450 1/2in. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence 4" MegaFlow Pipe (101.6 mm) 25 ft (7.6 m) G-Factor Used 0.5484 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 2461bs (112 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 355 Ibs (161 kg) Fig. 1001 Clamp 1131 Ibs (513 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member WOOD FRAMED WALL Calculations prepared by 10NATHAN YOUNG * The description of the Structural Member is for informational purposes only. TOLBrace"" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'"' 8 Visit us at www.tolco.com AYE NeiPowering 6us+ness Mo ddMde Contractor: COMMERCIAL FIRE PROTEC Project Address: FIDALGO FLATS Address: 17199 BENNETT ROAD MT. VERNON, WA, 98248 IF^eT*N 1715 O AVENUE _ Phone: (360) 848=9093 EXT 120 Powering605inessworl"o ANACORTES, WA Licence: COMMEFP132MM Job # 2021017 Calculations based on 2019 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length TO" (2.134 m) _ _ TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 Fig. 1001 Clamp 1600 Ibs (726 kg) 1131 Ibs (513 kg) Fig.980 Universal Swivel 2015 Ibs (914 kg) 1425 Ibs (646 kg) Type of Brace Sch.40 _ _ See Fastener Information *Calculation Based on CONCENTRIC Loading Angle of Brace 450 Min. *Please Note: These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm)_ Seismic Brace Assembly Detail UR Value 200 Max Horizontal Load 1310 Ibs (594 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE 02� Orientation to Connecting Surface NFPAType E ' Fastener s' Type Lag -Screw _ , Diameter 1/2in_ Length 4-1/2in. TOLCO FIG. 1001 Maximum Load 400 Ibs 181 kg) FAST CLAMP Brace Identification on Plans EQ BRACE'2' Prying Factor N/A Brace Type Lateral [X] Longitudinal [ ] 4-Way [ ] ( Sprinkler System Load Calculation (Fpw = CpWp) C = 0.5484 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4" (100 mm) Mega -Flow 22 ft (6.7 m) 22 ft (6.7 m) 10.67 lb/ft (15.88 kg/m) 235 Ibs (107 kg) Subtotal Weight 235 Ibs (107 kg) Wp (incl. 15%) 270 Ibs (123 kg) Main Size 411 Type/Sch. Mega•Flow Spacing (ft) 22 Total (Fpw) Maximum Fpw per 18.5.5.2 217 Ibs (99 kg) 1025 lb (464 kg) TOLBrace� Version 8) Use of TOLBraceTM' is subject to terms and conditions per the end user license agreement JC1,11111. %X111LNIALIVIM Job # 2021017 FIDALGO FLATS 1715 O AVENUE Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener EQ BRACE 'e NFPA Type E 4" MegaFlow Pipe 22' 0" (6.71 m) Lateral 1 " Sch.40 7' 0" (2.13 m) 200 45° 1/2in. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence 4" MegaFlow Pipe (101.6 mm) 22 ft (6.7 m) G-Factor Used 0.5484 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 217 Ibs (98 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 400 Ibs (181 kg) Fig. 1001 Clamp 1131 Ibs (513 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member WOODEN TOP PLATE Calculations prepared by JONATHAN YOUNG * The description of the Structural Member is for informational purposes only. TOLBrace " software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'' B Visit us at www.tolco.com Project Address: FIDALGO FLATS 1715 O AVENUE ANACORTES. WA Job # 2021017 Brace Information Maximum Brace Length Diameter of Brace 1 Type of Brace Sch.40 Angle of Brace 45' Min. Least Rad. of Gyration 0.42" (11 mm L/R Value 200 Contractor: COMMERCIAL FIRE PROTEC Address: 17199 BENNETT ROAD MT. VERNON, WA, 98248 Phone: (360) 848-9093 EXT 120 Licence: COMMEFP132MM Calculations based on 2019 NFPA Pamphlet #13 Max Horizontal Load 1310 Ibs (594 kg) Fastener Information Orientation to Connecting Surface NFPA Type H Fastener Type Diameter Length Maximum Load Prying Factor Lag -Screw 1/2in. 4-1/2in. 230 Ibs 104 kg) N/A �a N Pont ntW Mines!; ft Avide TOLCOTM Brace Components TOLCO'rm Component Listed Load Adjusted Load Fig. 4L Clamp 2015 Ibs (914 kg) 1425 Ibs (646 kg) Fig.980 Universal Swivel 2015 Ibs (914 kg) 1425 Ibs (646 kg) See Fastener Information *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are forTOLCOM components only. Use of any other components voids these calculations and the listing of the assembly. Seismic Brace Assembly Detail TOLCO FIG. 980 UNIVERSAL SWAY BRAC ATTACHMENT A STEEL PIPE TOLCO FIG. 4L PIPE CLAMP FOR SWAY BRACING Brace Identification on Plans EO BRACE'3' Brace Type Lateral ( i Longitudinal Vs-14-Way ( ] Sprinkler System Load Calculation (Fpw = CpWp) C = 0.5484 Diameter Type Length 122 Total Length Weight Per Unit Length Total Weight 4" (100 mm) Mega -Flow ft (6.7 m) 22 ft (6.7 m) 110,67 Ib/ft (15.88 kg/m) 235 Ibs (107 kg) Subtotal Weight 235 Ibs (107 kg) Wp (incl. 15%) 270 Ibs (123 kg) Main Size 491 Type/Sch. Mega•Flow Spacing (ft) 22 Total (Fpw) Maximum Fpw per 18.5.5.2 217 Ibs (99 kg) N/A {TOLBraceT"' Version 8} use of i oLetrace ,m is suo}ect to terms ana commons per me ena user ucense agreement 1 V111=01 LOC JC1,1111L %wOMUTALIV11, FIDALGO FLATS Job # 2021017 1715 O AVENUE Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener EQ BRACE '3' NFPA Type H 4" MegaFlow Pipe 22' 0" (6.71 m) Longitudinal 1" Sch.40 200 45° 1/2in. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence 4" MegaFlow Pipe (101.6 mm) 22 ft (6.7 m) G-Factor Used 0.5484 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 217 Ibs (98 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 230 Ibs (104 kg) Fig. 4L Clamp 1425 Ibs (646 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member WOOD FRAMED WALL Calculations prepared by JONATHAN YOUNG * The description of the Structural Member is for informational purposes only. TOLBrace"" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace^" 8 Visit us at www.tolco.com R,T* N Powering Business ftfi&ide Contractor: COMMERCIAL FIRE PROTEC Project Address: FIDALGO FLATS_ _ _, Address: 17199 BENNETT ROAD MT. VERNON, WA, 98248 IF MAT* 1715 O AVENUE Phone: (360) 848=9093 EXT 120 PoiaoenngBusiness worldwrde ANACORTES, WA Licence: COMMEFP132MM Job # 2021017 Calculations based on 2019 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7' 0"_(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 111 Fig. 1001 Clamp 1600 Ibs (726 kg) 1131 Ibs (513 kg) Fig.980 Universal Swivel 2015 Ibs (914 kg) 1425 Ibs (646 kg) Type of Brace Sch.40 See Fastener Information *Calculation Based on CONCENTRIC Loading Angle of Brace 450 Min. *Please Note: These calculations are for TOLCOTm components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm Seismic Brace Assembly Detail UR Value 200 _ Max Horizontal Load 1310 Ibs (594 kg) G, 980 UNIVERSAL O WAYLCO IBRACE ATTACHMENT Fastener Information STEEL PIPE 02� Orientation to Connecting Surface NFPA Type E ' Fastener id Type Wedge Anchor + 0 Diameter 1/2in. ' Length 3 5/8in. TOLCO FIG. 1001 Maximum Load 438 Ibs (199 kg) FAST CLAMP ' Brace Identification on Plans EQ BRACE'4' Prying Factor 1.850 Brace Type LateralIX) Longitudinal [ ] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.5484 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4" (100 mm) Mega -Flow 28.42 ft (8.7 m) 28.42 ft (8.7 m) 10.67 lb/ft (15.88 kg/m) 303 Ibs (137 kg) Subtotal Weight 303 Ibs (137 kg) Wp (incl. 15%) 348 Ibs (158 kg) Main Size 41V Type/Sch. Mega -Flow Spacing (ft) 28.42 Total (Fpw) Maximum Fpw per 18.5.5.2 280 Ibs (127 kg) 840 lb (381 kg) {TOLBraceTM' Version 81 Use of TOLBrace� is subject to terms and conditions per the enq user license agreement FIDALGO FLATS IVLL;PIA%.0 JCIJ111M %W 1%duIALIVII, lob # 2021017 17 I O AVENUE Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length EQ BRACE '4' NFPA Type E 4" MegaFlow Pipe 28' 4.8" (8.66 m) Lateral 1 " Sch.40 Slenderness Ratio used for Load Calculation 200 AX* N Pmvorfng Business Worldwide True Angle of Brace for Calculation 45° Type of Fastener Wedge Anchor 1/2in. x 3 5/8in. (3,000 PSI Normal Weight Cracked Com Length of Fastener 3 5/8in. Summary of Pipe within Zone of Influence 4" MegaFlow Pipe (101.6 mm) 28.42 ft (8.7 m) G-Factor Used 0.5484 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 280 Ibs (127 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 438 Ibs (199 kg) Fig. 1001 Clamp 1131 Ibs (513 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member CONCRETE WALL Calculations prepared by JONATHAN YOUNG "The description of the Structural Member is for informational purposes only. TMrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com DETAIL PER NFPA 13p 201 FIGURE A.25.12.1la = cj Ndi� I�R i[1i_C® KIG. 084 TOLICdJ F'IC�. 909 t AN4HS?Fi Pryir�B F�rtnrs IwrNFP�1 13, 2015 Spr.Finn!3_i.5:12 t,hpn insthlled in dnrN:�� s:ah a'P.['i15 - A B C D E F G. N I pr P,: Pr Pr Pr Pr P, p. P, 3.275 1.156 1.738. 1,461 1850 2194 3.418 2.459 INS FIB 909 A B C h [ F G H I Pr P� — pr - pr - pr pr - - pr - pr P 2,fi2ti '1,D111, 1,230 1,513 1:487 222C� 2.4fi4 1,7d4 1,420 Phr'i'g FM:tn'$ nfr NFPA 13;2015 Sertifl!j1f.i;5:17 whE.rf i IFii in:mncretF mrtafCPclrs wit pi t"c:ant�raft"ser Fig:S�i1j910 A B C D E G h B'r pr Pr pr It Pr pi pr Pr 3.275 1.15G [L738 FiB. 9I?9 A B C DI t A F G' H I pe pr- Pr Prr P, Pr Pr P. P; 2.626 LIP02 1.230 - - T P. *ji n8 Fuelors nur VFPrl 13, 2016% Sceliors 9.3.5:12 !rihc:•i inskillec in >.uncrela rnclu dct ss T' lh 1.125" a:c •iier u ffsc i Fig. �DI910' A ® C D [ F Cs h I pr pr Pr Pr Pr Pr Pr p: P 3,275 1.156 1,738 - - - - Fig- 9{lq A I C D E F G to I Pr rl p,. P, P, p, R, pr 2.626 1,001 1.23 0 - *ti'rhFn intsa!IFr1 in A cn-,�r�te meta' decx;Ty;ae 4'J 41,1�" x 3`'j, r#'.menstc, �'6' wc►u c' b� depFnrPnt uaon tip rnntmrt an:a. For 5[Y2 a: �rhnrst�.P max nf♦SQt is 1"sn'B' wou'd he 1.23". Fnr Ba �-It and Vfanc- nkockF II Ulm'1nr<r tF►e max nffsPt is 7. I Contractor: COMMERCIAL FIRE PROTEC Project Address: FIDALGO FLATS _ Address: 17199 BENNETT ROAD MT. VERNON, WA, 98248 FITS N1 1715 0 AVENUE Phone: (360) 848=9093 EXT 120 Pov&nngOusrnesswondmde ANACORTES, WA Licence: COMMEFP132MM Job # 2021017 Calculations based on 2019 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7' 0" (2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 Fig. 4L Clamp 2015 Ibs (914 kg) 1425 Ibs (646 kg) Fig.980 Universal Swivel 2015 Ibs (914 kg) 1425 Ibs (646 kg) Type of Brace Sch.40 _ See Fastener Information 45' Min. *Calculation Based on CONCENTRIC Loading Angle of Brace *Please Note: These calculations are for TOLCOT"' components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Seismic Brace Assembly Detail L/R Value 200 FIG. 980 Max Horizontal Load 1310 Ibs 594 kq) UNIOVEROSAL SWAY BRACE ATTACHMENT 041 r Fastener Information STEEL PIPE r Orientation to Connecting Surface NFPA Type E Fastener i Type Through -Bolt TOLCO FIG. 4L PIPE CLAMP FOR Diameter SWAY BRACING;— --- --- 1/2in. Length 3-1/2in. I Maximum Load 350 Ibs (159 kg) --- ---- J Brace Identification on Plans EQ BRACE'5' Prying Factor N/A Brace Type Lateral (] Longitudinal [X] 4-Way [ ] ( Sprinkler System Load Calculation (Fpw = CpWp) %'p = I5484 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4" (100 mm) Mega -Flow 25 ft (7.6 m) 25 ft (7.6 m) 10.67 lb/ft (15.88 kg/m) 267 Ibs (121 kg) Subtotal Weight 267 Ibs (121 kg) Wp (incl. 15%) 307 Ibs (139 kg) Main Size 4" Type/Sch. Mega -Flow Spacing (ft) 25 Total (Fpw) Maximum Fpw per 18.5.5.2 247 Ibs (112 kg) N/A TOLBraceT"' Version 8) Use of TOLBraceT" is subject to terms and conditions per the end user license agreement vLDrace�--. aelllsrnic %.a1cu1atwns FIDALGO FLATS 1715 O AVENUE Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener lob # 2021017 EQ BRACE 'S' NFPA Type E 4" MegaFlow Pipe 25' 0" (7.62 m) Longitudinal 1 " Sch.40 7' 0" (2.13 m) 200 45° 1/2in. X 3-1/2in. Through -Bolt 3-1/2in. Summary of Pipe within Zone of Influence 4" MegaFlow Pipe (101.6 mm) 25 ft (7.6 m) G-Factor Used 0.5484 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 246 Ibs (112 kg) Material Capacity 1310 Ibs (594 kg) Fastener Capacity 350 Ibs (159 kg) Fig. 4L Clamp 1425 Ibs (646 kg) Fig.980 Universal Swivel 1425 Ibs (646 kg) Structural Member WOOD JOIST Calculations prepared by 10NATHAN YOUNG * The description of the Structural Member is for informational purposes only. MraceTM' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace'"' 8 Visit us at www.tolco.com RT*N lowering Business Woddwrde Page 1 of 4 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384=5464 Fax: 269-818A680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION The Viking VK3001 Quick Response Upright Sprinkler is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive environments and are Listed and Approved as indicated in the Approval Chart, 2. LISTINGS AND APPROVALS C UL US UL Listed: Category VNIV F M FM Approved: Classes 2016, 2043 Approved for use in FM Approved vacuum dry sprinkler systems AFFIRM"with a maximum supervisory vacuum pressure of-3 psi (-207 mbar). Refer to the Approval Chart and Design Criteria for requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to: UL - 250 PSI (24 bar) WWP FM - 175 PSI (12 bar) WWP Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2" NPT (15 mm BSPT) Nominal K-factor: 5.6 U.S. (80.6 metric*) Glass -bulb fluid temperature rated to -65 OF (-55 *C) * Metric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K Material Standards: Sprinkler Body: Brass CW602N, UNS-C84400 or QM Brass Deflector: Stainless Steel UNS S30400 Pip Cap Shell - Stainless Steel UNS-S44400 Pip Cap Disc - Stainless Steel UNS-S30100 Belleville Spring - Nickel Alloy Pip Cap Seal - Polytetrafluoroethylene (PTFE) Compression Screw: Brass CW612N, CW508L, UNS-C36000 or UNS-C26000 Shipping Cap: Polyethylene Bulb: Glass, nominal 3 mm diameter Finishes and Temperatures: -factor shown by 10.0. WARNING: Cancer and Reproductive Harm- www. P65 Warning s. ca.g ov Finish Brass Chrome White Polyester Black Polyester ENT -- Suffix A F M-IW M-IB JN -- Temperature 135 OF 57 °C 155 OF 68'C 175 OF 79 °C 200 OF 93 °C 286 OF 141 °C Open Suffix A B D E G Z Ordering Information: (Refer to Table 1 and the current Viking List Price Book.) 4. INSTALLATION Refer to appropriate NFPA, FM Global, and/or any other applicable installation standards. 5. OPERATION During fire conditions, when the temperature around the sprinkler reaches its operating temperature, the heat -sensitive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking Sprinkler Model VK3001 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Vikings current list price schedule or contact Viking directly. Form No. F 0205'16 19.09.23 Rev 19.6 Replaces Form No. F 020516 Rev. 19.5 (added 250 PSI rated PN for UL) Page 2 of 4 VKJUUI QUICK RESPONSE UPRIGHT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings M149058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com TABLEORDERIRG IRFORFhATIGmA Instructions: Using the sprinkler base part number, .. the suffix for the desired Finish .. the suffix for the desired Size 1: Finishes 21 Temperature Ratings Sprinkler Base Part NPT BSPT Max. Ambient Ceiling No. Description Nominal Rating Bulb Color Suffix Inch mm Temperature 19916 1/2 -- Brass JA 135 °F (57 °C) Orange 100 °F (38 °C) A 19928 -- 15 Chrome 155 °F (68 °C) Red 100 °F (38 °C) B 231006 1/2 White Polyester 3j5 175 °F (79 °C) Yellow 150 °F (65 °C) D Black Polyester 3,5 200 °F (93 °C) Green 150 °F (65 °C) E ENT 3,4.5 286 OF (141 °C) Blue 225 °F (107 °C) G OPEN -- -- Z Example: 19916MB/W = VK3001 with White Polyester Finish and -155 °F (68 °C) Nominal temperature rating. This sprinkler is to be installed into an area with a maximum ambient temperature of 100 °F (38 °C) meaning if the area will experience temperatures above the maximum ambient rating, you shall use a higher temperature -rated sprinkler. Accessories Sprinkler Wrenches (see Figure 1): A. Installer Wrench: Part No. 22055. B. Cabinet Wrench: Part No. 20901 M/B. C. Straight Wrench: Part No. 22940MB Sprinkler Cabinet: A. Up to 6 sprinklers: Part number 01724A. B. 6-12 Sprinklers: Part number 01725A. Footnotes Where a dash (-) is shown in the Finish suffix designation, insert the desired Temperature Rating suffix. See example above. ]. Based on NFPA 13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3, UL Listed as corrosion resistant. 4. FM Approved as a corrosion proofing coating for installation in corrosive environments. 5. The corrosion resistant and corrosion proofing coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway. e. UL Listed for 250 PSI (17.2 bar) WWR 145/16" M (49 mm) sA 1/2" NPT 15 mm BSPT 7/16" (11 mm) Nominal Pipe Engagement Figure 2: Sprinkler Dimensions Form No. F_020516 19.09.23 Rev 19.6 Page 3 of 4 VKJUU1 QUICK RESPONSE UPRIGHT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945=9501 Technical Services: 877-384-5464 Fax: 269-818=1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com APPROVAL CHART Finish(es)Z Temperature(s) —4 A 1 X KEY Viking Quick Response Upright Sprinkler VK3001 K5.6 (80.6 metric Escutcheon(s), If applicable Thread Size Listings and Approvals' Sprinkler Base Part Number' NPT BSPT cULus FM Inch mm Approval Code(s) Maximum WWP Approval Code(s) Maximum WWP 19916 1/2 -- Al 175 PSI (12 bar) Al 175 PSI (12 bar) 19928 -- 15 Al 250 PSI (17.2 bar) Al 175 PSI (12 bar) 23100 1/2 -- Al 250 PSI (17.2 bar) Al 175 PSI (12 bar) Approved Temperature Rating Codes: A = 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C) and 286 °F (141 'C) Approved Finish Codes:e 1 = Brass, Chrome, White Polyester 3.4, Black Polyester 314, and ENT4,5 Footnotes Base Part number is shown. For complete part number, refer to Viking's current price schedule. 2 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 3 Other colors are available upon request with the same Listings and Approvals as the standard colors. 4 cULus Listed as corrosion resistant. 5 FM Approved as corrosion -proofing for installation in corrosive environments. DESIGN CRITERIA - Ut cULus Listing Requirements: The Viking VK3001 Quick Response Upright Sprinkler is cULus Listed as indicated in Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers shall be followed. IMPORTANT: Always refer to Form No. F 091699 -Care and Handling of Sprinklers. Also refer to Form No. F 080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking Technical Data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. DESIGN CRITERIA - FM FM Approval Requirements: The Viking VK3001 Quick Response Upright Sprinkler is FM Approved as quick response Non -Storage upright sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM Installation guidelines may differ from UL and/or NFPA criteria. IMPORTANT: Always refer to Form No. F 091699 -Care and Handling of Sprinklers. Also refer to Form No. F 080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking Technical Data, the appropriate standalyds of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_020516 19.09.23 Rev 19.6 Page 4 of 4 VK3001 QUICK RESPONSE UPRIGHT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269=945=9501 Technical Services: 877=384=5464 Fax: 269=818=1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com �-1 �2 1. Slide the wrench around the protective cap 2. Press the wrench downward to engage on the wrench flats. 3. Rotate the wrench clockwise to install the sprinkler. NOTE: The sprinkler frame arms shall be parallel to the pipe. Figure 3: Installation 1 1. Carefully slide the wrench around the protect 2. Press the wrench downward to engage on the 3. Rotate the wrench clockwise to install the spr NOTE: The sprinkler frame arms shall be para Figure 4: Installation (Straight Wrench) Form No. F 020516 19.09.23 Rev 19.6 Replaces Form No. F_020516 Rev. 19.5 (added 250 PSI rated PN for UL) Page 1 of 5 VIKING" FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION Viking Freedom® Residential Pendent Sprinkler VK468 is a small, thermosensitive, glass - bulb residential sprinkler available in several different finishes and temperature ratings to meet varying design requirements. The Electroless Nickel PTFE (ENT) coating has been investigated for installation in corrosive atmospheres and is C-UL-US-EU Listed as corro- sion resistant as indicated in the Approval Chart. The orifice design, with a K-Factor of 4.9 (70.6 metrict), allows efficient use of available water supplies for the hydraulically designed fire -protection system. The glass bulb operating element and special deflector characteris- tics meet the challenges of residential sprinkler standards. 2. LISTINGS AND APPROVALS c 4U us UL Listed (C-UL-US-EU): Category VKKW vds VdS Approved NYC Approved: MEA 89-92-E, Volume 35 WARNING: Cancer and Reproductive Harm- www. P65 Wa mings. ca.gov UL Classified to: NSF/ANSI Standard 61, Drinking Water System Components (MH48034). Refer to the Approval Chart and Design Criteria for C-UL-US-EU Listing requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 2006. Minimum Operating Pressure: Refer to the Approval Chart. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2" (15 mm) NPT Nominal K-Factor: 4.9 U.S. (70.6 metrict) tMetric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass -bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4" (58 mm) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Brass UNS-C23000, Phosphor Bronze UNS-051000, or Brass UNS-C26000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Polytetrafluoroethylene (PTFE) Tape Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Compression Screw: Brass UNS-C36000 Gnr GAIT r•na4er! enrinlrinrc• Belleville enrinn _ Gvnneerl Crre�ei anti Pinran _ t=NT nlatnri Ordering Information: (Also refer to the current Viking price list.) Sprinkler: Base Part No. 13637 Order Sprinkler VK468 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the tempera- ture rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix: 155 °F (68 °C) = B, 175 °F (79 °C) = D For example, sprinkler VK468 with a Brass finish and a 155 °F (68 °C) temperature rating =Part No. 13637A6. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: A. Standard Wrench: Part No. 21475M/B (available since 2017) B. Wrench for recessed sprinklers: Part No. 13577W/B* (available since 2006) C. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool** Part No. 15915 (available since 2010.) *A'/2" ratchet is required (not available from Viking). **Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Form No. F 012706 19.02.21 Rev 19.1 Replaces Form No. F_012706 Rev 17.1.P65 (Removed F-1 Escutcheon.) Page 2 of 5 FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945=9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A (available since 1971) B. Twelve -head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat -sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Model VK468 Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Vikings current list price schedule or contact Viking directly. Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' Ceiling Temperature' Ordinary 155 OF (68 °C) 100 OF (38 °C) Red Intermediate 175 °F (79 °C) 150 OF (65 OC) Yellow Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion Resistant Coatings': ENT Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are compat- ible with or suitable for the proposed environment. For ENT coated sprinklers, the waterway is coated. Note that the spring is exposed on sprinklers with ENT coating. Wrench F= fats Protecti Sprinkle Shield Protective Sprinkler Cap m Figure 1: Standard Sprinkler Wrench 21475MIB Form No. F_012706 19.02.21 Rev 19.1 Page 3 of 5 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818=1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Approval Chart Viking VK468, 4.9 K=Factor Residential Pendent Sprinkler For systems designed to NFPA 13D or NFPA 13R. For systems designed to NFPA 13, refer to the design criteria. For Ceiling types refer to current editions of NFPA 13, 13R or 13D Sprinkler Base NPT Thread Size Nominal K-Factor Maximum Water Overall Length Part Number' SIN Working Pressure Inches mm U.S. metric' Inches mm 13637 VK468 1/2 15 4.9 70.6 175 psi (12 bar) 2-1/4 58 Ordinary Temp Intermediate Temp 3 Listings and Approvals Max. Coverage Rating (155 °F/68 °C) Rating (175 °F/79 °C) Minimum Area Deflector Installation Spacing Ft.X Ft. Flow4 Pressure Flow° Pressure" to Type C-UL- Ft. GPM PSI GPM PSI Ceiling US- VdS NYC6 NSF1 (m X m) (m) (L/min) (bar) (L/min) (bar) EU5 12 X 12 13 TO 13 TO (3.7 X 3.7) (49.2) (0.48) (49.2) (0,48) Standard 14 X 14 13 TO 13 7.0 (4.3 X 4.3) (49.2) (0.48) (49.2) (0.48) surface-mountedescutcheons, or See See See See 16 X 16 13 7.0 13 7.0 1-1/8 to recessed with Foot- Foot- Foot- Foot- 8 (4.9 X 4.9) (49.2) (0.48) (49.2) (0.48) 2 inch the Micromatic® notes notesModel n7, note (2,4) E-1, 7 and 7 and E-2, or 10, 10, 18 X 18 17 12.0 17 12.0 E-3 Recessed (5.5 X 5.5) (64.4) (0.83) (64A) (0.83) Escutcheon 20 X 20 20 16.7 20 16.7 (6.1 X 6.1) (75.7) (1.15) (75.7) (1.15) Footnotes ' Part number shown is the base part number. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10,0. 3 This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Refer also to Design Criteria. " For areas of coverage smaller than shown, use the "Flow" and "Pressure" for the next larger area listed. Flows and pressures listed are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum "Flow" and "Pressure" used. 5 Listed by Underwriter's Laboratories, Inc. for use in the U.S., Canada, and European Union, 6 Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 35. 1 Approved Finishes are: Brass, Chrome, White Polyester, and Black Polyester9 9 UL Classified to: NSF/ANSI Standard 61, Drinking Water System Components (MH48034). 9 Other paint colors are available on request with the same C-UL-US-EU listings as the standard finish colors. 10 Approved finish is Electroless Nickel PTFE (ENT). ENT is C-UL-US-EU Listed as corrosion resistant. ENT is available with standard surface -mounted escutcheons or the Micromatic Model E-1 Recessed Escutcheon. Form No. F_012706 19.02.21 Rev 19.1 Page 4 of 5 FREEDOM® RESIDENTIAL PENDENT SPRINKLER VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269418-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www,vikinggroupinc.com Step 1� Carefull the wrench sid around the def and protective (Note the orient. the shield in the wrench,) Sprinkler Wrench 3577W/Bow Must be used for Installing recessed Sprinkler ��A 1/2" rntchet Is required (not available from Viking). i •u L I�LLYTH1SM i0111 iOfitl Q i I � 1 Step 2j Carefully press the wrench upward and f f turn slightly to ensure engagement with the sprinkler wrench flats, Figure 2: Wrench 13577WIB for Recessed Sprinkler NPT C38,1 mm) C28.7 mm) Sprinkler VK468 (44,5 mm) Installed with a standard 1/8" <3,1 mm) surface -mounted escutcheon Figure 3: Sprinkler VK468 Dimensions with a Standard Escutcheon Form INo. F_012706 19.02.21 Rev 19.1 Page 5 of 5 viwivcs VK468 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www,vikinggroupinc.com Ceiling ❑pening Size 2-5/16" (58,7 mm) minimum 2-1/2' (63.5 mm) maximum Minimum (44.5 mm) Maximum Installed with a Micromatic Model E-1 Recessed Escutcheon C50.8 mm) Maximum Minimum t_ Installed with a threaded Micromatic Model E-2 Recessed Escutcheon Figure 4: Sprinkler VK468 Dimensions with the Model E-1 and E-2 Recessed Escutcheons ��'�- -�� _ � (Also refer to the Approval Chart.) UL Listing Requirements (C-UL-US-EU1: When using Viking Residential Pendent Sprinkler VK468 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of coverage and minimum water supply requirements shown in the Approval Chart. For systems designed to NFPA 13: The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The mink mum required discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in the Approval Chart for NFPA 13D and NFPA13R applications for each listed area of coverage, or • Calculated based on a minimum discharge of 0.1 gpm/sq. ft. over the "design area" in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13. • Minimum distance between residential sprinklers: 8 ft. (2.4 m). IMPORTANT: Always refer to Bulletin Form No. F_091699 -Care and Handling of Sprinklers. Also refer to Form No. F_080614, F_080415 and F_080190 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, VdS, and any other similar Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities Having Jurisdiction. Form No. F_012706 19.02.21 Rev 19.1 Replaces Form No. F_012706 Rev 17.1.P65 (Removed F-1 Escutcheon.) I l YARD FDC <' FDC PING BY OTHERS OTTERS —�BY A. SUPPLY PIPING ,1 Br m1HER0 SEE RISER DEFA'.I �/9$ _'ARD PIYDY OTHERS SHEET OFX- JS FI DALGO F LATS a D AVENUE SYSTEM #1 DATA STANDPIPE AREA DESCRIPTION NO. OF HOSE VALVES STAIRWAYS 13 HYDRAULIC CALCULATION DATA STAIR STAND PIPE - 750 GPM TOTAL DEMAND AT F.D.C. - 750 GPM W 168.57 PSI SYSTEM #2 DATA AREA DESCRIPTION AREA SQ. FOOTAGE NO.OF SPRINKLERS BASEMENT 632 SQ.F7. 9 FIRST FLOOR 42M SOFT. 57 SECOND FLOOR 4337 SQ.FT. 54 THIRD FLOOR 4330 SQ.FT. 64 FOURTH FLOOR 4330 SQ.FT. 54 FIFTH FLOOR 42M SOFT. 58 TOTAL 22143 SOFT. 286 HYDRAULIC CALCULATION DATA DESIGN DENSITY - .15 GPM / SOFT. OVER 032 SOFT. DEMAND AT CITY CONNECTION = 410.41 GPM AT 25.97 PSI INCLUDES 250 GPM FOR TOTAL HOSE ALLOWANCE SPARE SPRINKLERS 5 WRENCHES MANUFACTURER SIN! TYPE MODEL FINISH K-FACTOR THREAD I TEMP OTY VI VIKING VK3001 VK489 SSU SSP OR RES BRASS WHITE 5.8 4.8 1/C 117 2W° 200° 3 9 MIXING MODEL 23559M/B STANDARD SPRINKLER WRENCH VIKING MODEL 13557W/B RECESSED SOCKET WRENCH 1 1 SITE PLAN REM OTY 812E 44• WATER SUPPLY DATA 2 2 3 4• 4 V STATIC 93 PSI 5 1 P" 8 1 1.25• RESIDUAL 81 PSI 7 1 E" 8 1 2' FLOWING 1783 GPM 9 910 1 2 2' 114- DATA PROVIDED BY COMMERCIAL FIRE PROTECTION FLOW TEST 11 12 2 1 12 12 HEAD ROOF MEMBRMIF/NR WRIER OVER RIGIOINSUTADON VC PLY1Y000 TW OVER ,t-710'TJI.JOI5TWl H2) LAYER59,H' GRID CEIUNO TFP 5008 TER B00 "ONE STEP SOLVENT CEMENTS 200 P81 MU TEST PRESSURE AMBIENTTSM TU DURINGCUREPERIOD b•II PF-e!F 1 1-1R HOURS 24HOURS IIm N ,BHOURS 120HOIAIB 2 WHOURS RISER EQUIPMENT LIST DESCRIPTION MANUFACTURER DOUBLE DETECTOR CHECK VALVE ASSEMBLY BACKFLOW DIRECT SWING CHECKVALVE RELIABLE BUTTERFLY VALVE -TAMPERED RELIABLE WATERFLOW SWITCH POTTER ELECTRIC TEST AND DRAIN VALVE RELIABLE TEST AND DRAIN VALVE RELIABLE BUTTERFLY VALVE - TAMPERED FPPI SWING CHECK VALVE RELIABLE WATERFLOW SWITCH POTTER ELECTRIC WATER PRESSURE GAUGE VIKNG HOSE VALVE ZURN SPARE HEAD CABINET TYCO HSI TO %PE CLAMP WITH! lwaoaRDw>swuvl'_ GENERAL NOTES ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED OTHERWISE. ALL STEEL PIPE TO BE AS FOLLOWS: BONE W 1E.0 SPECIFlgTIONB %PE 812E WALL T4ICIQIE85 IHIERN4L DWAETEP END PREP TYPES WEIGHT OF FlILEO PIPE GPICIIY/,T WI.ONB 1 0.199 ,.049 THREAOED,CUTBROLLOROOVED. PLAN ENO,PIX18Mm SLOW 0044 4 1 UPb 1 4.02e THREADED, CUTfl ROLL GROOVED, PLAW ENO,PIXIBfI® IBM 090 MEGAFLOA' SPECIFICATR]NS ppppEE 8DE yy//AA�LL THICIOlEBB A�N2Rg!MAL� DMMEI@i END PREP TYPES Rfl IDN OU•AApPAACODI1yyl8�1 GIN2DMBI R. 1U2I 0.1 1.1b f10LL GROOVED. POLIBHED,PWNEND (BInTWELOIW) 2488 min 2 0.050 2.2t6 ROLLGROOVEDP0US1HED,PWNEND(B Wa.gNG) 9.891 0.1i 4 0.005 4,331 ROLL GROWED,PWNENDIBUIT VIELDINGI t0A9 I am ALL CPVC PIPE TO BE AS FOLLOWS: SI/12E MA31ER URC %PEA9TM Fd92 i THIgWESS 01 M�Ai m F780 PREP TYPES %WLLFD% DAP,�ny (W101M/F�1'. 1 OYA 1.101 PAN END 1 0.879 1 .0b5 2 1 D.012 YA08 PUMNEND 1 222.1 1 AW MAXIMUM DISTANCE BETWEEN HANGERS TO BE AS FOLLOWS:: NOMINAL F1PE80f B/4 1 11N IIt2 2 21M. 9 4 5 8 s BfEEL%PE PYA 12O 180 150 I" I"I" 1S0 108 150 I" CFYC%RE I Be Be M 74 60 W I I" WA WA WA I WA MAXIMUM DISTANCE FROM CPVC SPRINKLER DROP TO HANGER TO BE AS FOLLOWS: NOMINAL PIPE SIZE I eN I i 1 11N IIM 1 1 2 21M 1 9 1 4 1 5 1 6 8 LE88THANHOP51 1 P 1 1! 1 1! W 1 81' ii IMP I W I WA 1 14% 1 WA WA MgiET,MN 100 PM ! I P I 1! I 1! I 1! I ,2 I I! I WA I MIA I WA I WA SCOPE OF WORK FLANGE LOCATION ELEVATION PLAN COMMERCIAL FIRE PROTECTION(CFP) WILL PROVIDE ONE WET PIPE AUTOMATIC FIRE SPRINKLER SYSTEMS TO PROTECT THE HEATED INTERIOR OF THE BUILDING, MODEL j 2 SI10-1 CFP WILL PROVIDE ONE MANUAL STANDPIPE DERINGER 30 G CFP WILL BEGIN WORK INSIDE THE BUILDING AT A 4• SUPPLY FLANGE AND A 4" FIRE DEPARTMENT BFG-300 S CONNECTION FLANGE LEFT MINIMUM OF S' ABOVE THE FINISHED FLOOR BY OTHERS. VSR TO r ANNULAR SPACE REQUIRED CLARIFICATIONS TO AROUND PIPE -TYPICAL 06-526-00 G 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM VSR OF 40° F TO PREVENT FREEZING. VWATERSF 4'FDC PIPE 4- SUPPLY PIK 212-FlOOG BV OIHEPS BY OTHERS - 2. CFP ASSUMES THE STRUCTURE TO BE ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM. 1124 r---- /� EXCLUSIONS h _ 4'GROOVEDPUWGE 4•GFDONEDELANGE h as 4•aRDDED IM'ELBOW V4 t uB h 6To 4 1. PAINTING OR LABELING OF SPRINKLER PIPING AND/OR EQUIPMENT. h R A• GROOVED OUET Sl B d 1 LI Q � 2. ELECTRICAL WIRING OF ANY KIND. h 3. CENTRAL STATION ALARM EQUIPMENT, WIRING, AND MONITORING. �lGROOVEO aLrTLEr 4. ALARM NOTIFICATION DEVICES (STROBES, BELLS, ETC) TO BE SUPPLIED AND INSTALLED BY FIRE ALARM CONTRACTOR. 5. UNDERGROUND WORK, INCLUDING BACKFLOW PREVENTER IN VAULT, AND YARD FDC. 7. SPRINKLER PROTECTION SHALL NOT BE REQUIRED IN BATHROOMS LESS THAN 55 SO.FT. IN 4 AREA 8. SPRINKLER PROTECTION SHALL NOT BE REQUIRED IN ATTIC CONCEALED SPACE COMPLETELY I FILLED WITH NONCOMBUSTIBLE INSULATION PER NFPA 13 - SECTION 9.2.1.7. I 9. SPRINKLER PROTECTION SHALL NOT BE REQUIRED UNDER NONCOMBUSTIBLE EXTERIOR I I BALCONY / DECK OVERHANG PER NFPA 13 - SECTION 0.2.3.2 h I I -- DESIGN CRITERIA T BLIND PUTE RANGE WITH l THREADED COIIPI+10 SECUH&D 1YnH Pl 1? [! le\\f BOU9� PIPE STAND DETAIL f FLANGE LOCATION PLAN s BCAlEI r r.r. rY .r. r-z . ,•a ,B 1?[41? Vl39CIRW h 0 h H 4a BRACE %PE PER NFPA 13 - 2019 EDITION INSTALLATION OF SPRINKLER SYSTEMS MECHANICAL BASEMENT ORDINARY HAZARD GROUP 1 .15 GPM / SOFT. OVER 032 SQ.FT. RESIDENTIAL SECTION 19.4.1.1 THE DESIGN AREA SHALL BE THE AREA THAT INCLUDES THE FOUR ADJACENT SPRINKLERS THAT PRODUCE THE GREATEST HYDRAULIC DEMAND. SECTION 19.4.1.3 THE MINIMUM REQUIRED DISCHARGE FROM EACH OF THE FOUR HYDRAULICALLY MOST DEMANDING SPRINKLERS SHALL BE THE GREATER OF THE FOLLOWING: (1) IN ACCORDANCE WITH MINIMUM FLOW RATES INDICATED IN INDIVIDUAL LISTINGS. (2) CALCULATED BASED ON DELIVERING A MINIMUM 0.1 GPM/SO.FT. OVER THE DESIGN AREA PER THE SPECIFIC USTING OF THE VIKNG MODEL VK468 RESIDENTIAL SPRINKLER MAXIMUM COVERAGE AREA - 18 FT. X 181"T. = MINIMUM DESIGN FLOW -16 GPM AT12 PSI CITY OF ANACORTES. FIRE MARSHAL: APPROVED PLANS PERMIT Jl: 262- 4 7 1S ADDRESS: 17I m APPROVED BY: SUBJECT TO E INSPECTION. APPROVED PLANS SHALL NOT B LTERED WITHOUT AUTHORIZATIOI BUILDING SECTION EQ BRACE '1' RISER DETAIL °®COMMEFP132MM eG1F 1?�1'4' �' COPY FIRECERTIFICATE OF COMPETENCY PROTECTION SPRINKLER SYSTEMS 17358-OIDO- 1 � 7358-011x)-C Level "BeExpl� Commercial Fire Protection, Inc. 121371 DIVKaIIY Sip MCI Hid, Mike Hinton Dee202,.W.23 HANGER LEGEND SPRINKLER LEGEND ASBREVWTIONS SYMBOL LEGEND REMSIONS IXIMRACTYA2H MADRONA REAL ESTATE 1320 EAST PIKE STREET SEATTI-E WA, 98122 PROJECT MANAGER: JAMES SULLIVANFIDALGO PHONE: (206) 51 ONAREALESTATE.COM E-MNL: MIKE SUPERIN7ENDENT: AIKE TVETER PHONE: (3S0) 391-69M FAX: KEY PUN COMYBBCIAL PIAB PAOTBCTION, INC. 171 W SENNETT ROAD E VE SE I ON,WA 88219 U N e 12801 PHONE'. (38D1 A4B.BW3 FAX: 848-10>2 SIN IN4 MANOFACN161 TYPE MCOEL .�.m. API II,M am o % Fv OOe M-n rmer—®Im, IIPGW ,! w .m,-aE I. �IOY R✓a, -p1XW1 ,O 7AZa�YL MQ AV aYILL MA—IM°�Oorm BRn—.Ia ,2 UD 1 2 f CENTERUNE OF PIPE TO REFERENCED BmUCNRE IN INCNE9 2-WAY EARTHWAIO: SWAY BRACE NUMBER INOMATES TYPE 4-WAY EARTHDUVVQ: MAY SPACE NUMBER IMORQIARES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYpuuuC CALCULATION NODE FIDONE COIPUNG RK1D couPurlo ND. RATE BY REASON FpirENBX1N FLATS 1715 O AVENUE ANACORTES WA, 98221 O $ AUTHORITY HAVING JURISDICTION: CITY OF ANACORTES �E �T Joe NO. J.YOUNG 07AlV2D21 1 OF 7 2021017 1rz7r 012-GR00VEU H VERIMK PEED MAN DEruL SHEET7 K] �, SEE STAR H WANG MPE OEn I I 1.8.5 BQI 83A o- ELEVATOR EIF/ATOR BIKE SfORNiE PR M.IGIINE POIXA IIYOHPLlIG417 MOST 0EMA10 0,1 MFA-1=90.1. OENSM:.0 ION 410.41 OVEWMABR 90.Fr. DEMAND AT LRY CONNECTION Rt D.R1 (iPM AT E W P& f BASEMENT SPRINKLER PLAN aonE w•-ra HANGER'WH' IMEnCq WNL� r �NMOUB,SMvn.7WUA-RIM EQ BRACE '2' HANGER 'SS' r Xr X1r% HANGER 'SS' 8 :AM &UCNET 0. HOIEAM1TJiJOIg ].E � TACO FlOYI SIDE MOIMI a0U : PJ H0a1d2 HIX 1CAOSCRE'M �^12X1.12XC 0.YIAOOBCOI( BNB ®.PJIi4 HANGER 'SM2' CONCRETE WA1 ,2 • SJ/s' MILT IMM 1101T 9WIV£L END - (�,2 MINIMUM EASED) .,. �TgCO FXiOtl 9NA6EID ' B Pi1CI1 V13RD 1' (Rq 9CHN1 aRILf PIPE) ro1C0 me 1Wt BRPCECAAMP Y MIN. EXCEWMPE THROI CLM1P J EQ BRACE '3' EQ BRACE W mrRa (t2( IP � 2�12' MF]t NEA)N'Op PLYWODDf1FAllEIIJ� EQ BRACE W rj J09T FIRST FLOOR SPRINKLER PLAN o� SCAE,M'1'a FITTER / LISTER NOTES 1. ALL PIPING TO BE INSTALLED 7.5' BELOW BOTTOM OF DECK U.N.O. 2. ALLPIPING TO BE 1' CPVC U.N.O. 3. ALL DROPS TO BE 1' CPVC WITH 1' x 1/2' CPVC R.C. U.N.O. 4. ALL BRANCHLINE HANGERS TO BE TYPE'SOV U.N.O. ;�mmwAJOFF HRNOER BNCptq N1] i6 I? `GAG CEILINGS HANGER'SOV FIRE PROTECTION SPRINKLER SYSTEMS Mike Hinton 735"100-C Level3 � Commercial Fire Protection, Inc. 12lJ721 COMMEFP132MM Digitally Bignee Mike Hinton Hintont2G21.07.23 _ ePLCoxY' -1 -------tiJNn 2ET--- - h R11' I ® fl4THPOOM 6iTHP00M 101C0 RD a STANo OCR HNNGBI a w11H D1 pose ePJ:wND Nur BIDS DWSCESJNtMf HANGER'S01' SECOND FLOOR SPRINKLER PLAN i� BDMI I i 17 9TAIP• - -, - --- --- .f --V _ - SM1 F M ... o;v_- FITTER / LISTER NOTES a 1. ALL PIPING TO BE INSTALLED 7.5" BELOW BOTTOM OF DECK U.N.O. 2. ALL PIPING TO BE I-CPVC U.N.O. ]s 3. ALL DROPS TO BE 1' CPVC WITH 1' 91/7 CPVC R.C. U.N.O. BOD 4. ALL BRANCHUNE HANGERS TO BE TYPE ZDV U.N.O. O a BATHROOM y <8.1994. X. a UNR9G L lflflt 1 zM� Y9G19/B vB6T _`� rlVti'AS:-IAT r... H AOT UTJIJ IST SIDE 1GUb FlG N 910E MOUNT pJnl Lt42 HIX HEM 9CPEY/8 -Jllp 1? FtM•4"PLYVDQOBI `GWB CEIUNG9 HANGER'SM11 FIRE PROTECTION SPRINKLER SYSTEMS Mike Hinton 7358-0100-C 110 13 EImI1m Commercial Fire Protectlon, Inc. 72f3121 COMMEFP132MM Digitally ei0 Mike Hinton De,e:HirRDO 202,.D7.23 HANGER LEGEND SPRINKLER LEGEND I ABBREWITION3 I SYMBOL LEGEND REVISIONS ^n'�"41N MADRONA REAL ESTATE 1320 EAST PIKE STREET SEATTLE WA, 33122 PROJECT MANAGER: JAME3SULLIVAN PHONE: (206) 533-2951 EMAIL: JAMESS®MADRONAREALESTATE.COM SUPERINTENDENT: MIKE TVETER PHONE:(3B0) 381-8908 FAX: KEY PUW COMMERCIAL FIRE FAOT6CfI0A,111C. 1710 BENNETT BDPD M] VERNON. WA 91 PHONE: �C°wBEe NFL pm II (9901 &B-10i2 '8D 3fI1D OFFMANGEN-BEE OETNLBHEET90Fi SYM ml MNiUFAOIUBI TYPE MODEL rs. 4F ® o m rn PRS D,aY II,F Mo Moe Pw•M9gm, CNOYRtM, omMv� lonall a 1w� Mnm MPr se MOME a w1u one-._arwi ,IP MINYIC PMAL3FIDALGO uMS Mq®any 1Y 1 " Z' _ `♦- f Q IIH CEMERUNE OF MIRE TO REFERENCED BTRUMAE IN INCHES 2 WAY EARTHOUANE MAY APACE NUMBER INDICATES TYPE 4WAY FARIHOUAIQ SWAY BRACE NUMBER INDICATEST E HANGER LOCAnON ELEVATIONABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CMCUTAnON NODE FIEJDeLE couP.INc RIGID COUPUNG NO. DAIS 8Y REA90N FOP RENBKIN eN 910E MOIM.SEE DETAIL 9HEJT9GF] VNMS V90NG REDD BBP RFS WNITE WI •A 111 9100E M FLAT 1715 O AVENUE ANACORTIES WA, S3221 DESIGNER DALE eNEET JOB N0. - I AUTHORITY HAVING JURISDICTION: CITY OF ANACORTES J. YOUNG I 0700M 3 OF 7 2021017 a Q 0 f THIRD FLOOR SPRINKLER PLAN �( Est 90ue 1MrQ �rr TpLO rp ®erANDaFR HANDER WTNm FlG EIBB,ICpfIp NUf BDD — GW9 GEILINGB HANGER 'SO1' mini> T 1E CEREIUNE OF %PE M RMMNICED STRICTURE IN INCHES s pI FD -a MW pD-EF tN� �r MAY UFES SWAY BRACE w a�m w.w R INDIC NUMBER INpKATE3 TYPE FPw na N'w'a wru �- LWAY EARMO� MAY BRIDE NUMBER INDICATES TYPE ewi F unlrss rorto ornanxee � HANGER LOCATION PANNESCEODNT IN AND O HYquUUC CALCUTATION NODE FLEEIBIECOUPUNG — RIGIDCOUPUN(I FITTER / LISTER NOTES 1. ALL PIPING TO BE INSTALLED 7.5- BELOW BOTTOM OF DECK U.N.O. 2. ALLPIPINGTOSEI-CPVC U.N.O. 3. ALL DROPS TO BE P CPVC WITH V E 112- CPVC R.C. U.N.O. 4. ALL BRANCHUNE HANGERS TO BE TYPE BOP U.N.O. AUTHORITY HAVING JURISDICTION: CITY OF ANACORTES h HONE THRU TJI JOIST T+ �� TOIGO F1G M SIDE MOUNT "DD b Wl10a1�12 HIX HEM 9CREW8 _.. _.AND t2af.t?ae PLYWDOD BLOCK ` M!I CMUNGS HANGER ISM11 MADRONA REAL ESTATE 1320 EAST PIKE STREET SEATTLE WA, 9B122 PROJECT MANAGER. JAMES SULLIVAN PHONE: (206) 5W2951 E-MAIL: JAMESS®MADRONAREALESTATE.COM SUPERINTENDENT: MIKE TVETER PHONE: (3B0) 391-6905 FAX: *k j Ply Mike Hinton ' 7358.0100-C Level3 EtmYN Commercial Fire otectlon, Inc. COMMEFP132MM Digitally Big 12/3/21 ; Mike Hinton a �1.07.29 �— ='�"==------------- Daft --jI VE BENW 9&o COMMB!<CI1M BEN PIIOTBCTI011, INC. 1 1 NE Mr VFANON, WA LICENSE lCOMMEFPI�APIBEN IM PHONE: MD) 9 -S FAX ISBD) SIS-I= FIDALGO FLATS 1715 O AVENUE ANACORTES WA, 98221 DESIGNER 1 DATE 1 SHEET IJpB NC. NEY PAN J. YOUNG 07/2132021 1 4 OF 7 1 2021017 4 m o�- 27a 13 THIRD FLOOR SPRINKLER PLAN scALE ur-ra Tam no seSrAXOas NNgER h W11N (II RB ZIB BICNINa NUr zs ^ BOB ..::x+ssa1s=:.=<sas `O158Ca1N(38 HANGER ISO1' 1P (FNiERLINE OF PIPE TO REFEPENCEO STRUCTURE IN INCHES 1Y 1 SWAY EARr1 G!JA SWAY BRACE �-' NUMBER INDICATES TYPE RIBRACE t 6 wYr NUMBER INDICATES TYPEY s P waw ® m,awE �rL NAIIOEP LOCATION FITTER / LISTER NOTES 1. ALL PIPING TO BE INSTALLED 7.5'BELOW BOTTOM OF DECK U.N.O. 2. ALL PIPING TO BE V CPVC U.N.O. 3. ALLDROPS TO BE 1' CPVC WITH 1' x 1/2' CPVC RC. U.N.O. 4. ALL BRANCHUNE HANGERS TO BE TYPE SOT U.N.O. Ira b NOTE THRU TJI 1OBT 7b A�Taf0 FN3b910EMWM BOo q ®® (M rlaa112 NEx NEAO BCREWB -_ `--JNp 1RAt-1/YaP0.YWW0SLOG( OWB MIUNGS HANGER'SM1' ODNTn Wm MADRONA REAL ESTATE 1320 EAST PIKE STREET SEATTLE WA, 98122 PROJECT MANAGER : JAMES SULUVAN PHONE. (206) 538-2951 E-MAIL: JAMESS®MADRONAREALESTATE.COM SUPERINTENDENT: MIKE TVETER PHONE: (360) 391-61906 FAX: VC CERTIFZ.A.T. E OF COMYJPVETENCY � FIRE PROTECTION SPRINKLER SYSTEMS Mike Hinton 1 7358-0100-C Level EpPirep Commercial Fire Protection, Inc. 12/3121 COMMEFP132MM Digitally pipped a Mike Hinton D g 2021.07.23 i2-iBZ3-af0�- COMMERCIAL FIRE PROTECTION, INC. 171M BENNM ROAD W VERNON. WA 0=1 LICENSE •COMMEFP1MMM PHONE. (3W) 848-9013 FAX: PW) W 10" FIDALGO FLATS 1715 O AVENUE ANACORTES WA, 98221 O H MUUC CALCULATION NODE — FLF]IIBLECGUPUNG RIGID COUPLING AUTHORITY HAVING JURISDICTION : CITY OF ANACORTES ON PLAN J. YOUNG I 07R0/2021 1 5 OF 7 1 2021017 STAIR TWO STANDPIPE DETAIL a 2 saL,:lrz.td 1 W W NNe VWAT9VBF 1VA191 PIE891111E 6W OE 4•[1•gWN W WIt•a IWe11811WG 2N11mvAWEsW 4 N 1? N 101 e51" - - - ----- eNar.an i - - — — — — - 21 I 13 FIFTH FLOOR SPRINKLER PLAN BCNE IM'-1'd FITTER / LISTER NOTES 1. ALL PIPING TO BE INSTALLED 3-1/4' ABOVE BOTTOM OF JOIST U.N.O. 2. ALLPIPING TO BE 1' CPVC U.N.O. 3. ALL DROPS TO BE 1' CPVC WITH 1' a 1/2' CPVC SPIGOT U.N.O. 4. ALL BRANCHUNE HANGERS TO RETYPE'SOVU.N.O. =4� pOeF.pfr TOLL. FIG 2.-m0 OFF HANGER MCO FW N slm MOUNT W MHOFt-1m HIX mfil 7� WT. (1) FIG 2!B BM.grvG NUL 1 ND IR• t-1IY n Y FLYWWO 9LOCI( IgIE WTJI�FJ.IeT M ]RSMIMM r_>KA1A 3g �GWa HANGER 'S02' HANGER 'SS' HANGER ISM2' f� STAIR TOWER ROOF SPRINKLER PLAN sale t/a•=rd FITTER / LISTER NOTES 1. ALL PIPING TO BE INSTALLED 3-1/4' ABOVE BOTTOM OF JOIST U.N.O. 2. ALL PIPING TO BE 1' CPVC U.N.O. S. ALL DROPS TO BE 1' CPVC WITH 1' x 12' CPVC SPIGOT U.N.O. 4. ALL BRANCHUNE HANGERSTO BE TYPE'SOP U.N.O. CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Mike Hinton 735M1%1 Level3 I`-><N� Commercial Fire Protection, Inc. 12CJ121 COMMEFP132MM Dipltally sign Mike Hinton Date 2021.07.23 STAIR 1 STAND PIPE DETAIL ap'.l .p rp rz rz atre r Z-a r .oz aC1LE1R�1'P W 1p CENTERUNE OF PIPE TO REFERENCED a STRUCNRE IN INCHES rt AWAY EARlHOIJ N SWAY SHADE -1 NUMBER INDICATES TYPE F V SPACE s�`wILL NUMBER INDICATES CATES TYPE A mews �- HANGER LOCATION O HYDRMIUC CALCULATION NODE ii FIFXIBLE COUPUND ii MID COUPUNO AUTHORITY HAVING JURISDICTION: CITY OF ANACORTES MADRONA REAL ESTATE 1320 EAST PIKE STREET SEATTLE WA, 98122 PROJECT MANAGER: JAMES SU W VAN PHONE:(206) 538-2951 E-MAIL: JAMESS@MADRONAREALESTATE.COM SUPERINTENDENT: MIKE TVETER PHONE: (350) 39145905 FAX: 7 FIRE PROTECTION SPRINKLER SYSTEMS Mike Hinton 7358-0100-C Leve13 Epp Commercial Fire Protection, Inc. 12lJ721 COMMEFP132MM Digitally sign Mike Hinton pg 2021.07.23 COMMBBC106 PBOTOCT1011, INC. 1TN SEN eENNEROAD MINVERNON. WA Yma LICENSE fCOMMSi18BAI PHONE (m m-WW F p) NS-10Y2 FIDALGO FLATS 1715 O AVENUE ANACORTES WA, 98221 KEY PIN1 J. YOUNG I 07)20/2021 1 7 OF 7 2021017