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Permit File BLD-2019-0211 1016 27th Street
Y © ' City of Anacortes Invoice/Permit#: BLD-2019-0211 904 6th Street \, Applied date: 04/12/2019 Anacortes, WA 98221-0547 Issue date: 05/28/2019 ,. , Expire date: 11/23/2020 0O Job Address: 1016 27TH ST Permit Type: Fire Sprinkler Permit ANACORTES WA 98221 Project: APN: Remarks: Provide one wet pipe automatic fire sprinkler system to protect the heated interior of the building and one dry automatic fire sprinkler system to protect the unheated attic spaces of the Anacortes Family Center with no sprinklers in the crawlspace. Owner: ANACORTES FAMILY CENTER Contractor: COMMERCIAL FIRE PROTECTION INC Address: 2702 COMMERCIAL AVE Address: 17199 BENNETT RD ANACORTES WA 98221-2734 MOUNT VERNON WA 98273-9789 Phone: Phone: (360)848-9093 License#: COMMEFP132MM General Information: Fees: Building Valuation 70373 Building Permit Fee 790.75 Plan Review Fee 513.99 State Building Code Fee Comm 25.00 Total Calculated: 1,329.74 Deposits/Receipts: 0.00 Total Due: 1,329.74 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I H E--R€AD-At D EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORD CES GOVERNINGNTHIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTI DOES •T PRESUM TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCA W R TING O CTION OR HE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY Permits and Insp... - BLD-2019-0211 - 2019 019202-0044 Carla Br... 05/29/2019 01 :5OPM 11493 - COMMERCIAL FIRE PROTECTION INC BLD-2019-0211 Fire Sprinkler Permit Payment Amount: 1,329.74 Transaction Amount: 1 ,329.f4 CHECK: 071017 4 fru, IPA \tir' , � D — e; ooq — a)_ / l APR 12 2019 Ol Y o� PLANNING, COMMUNITY, &EC� IOCELOPMENT DEPARTMENT ikk FIRE SPRINKLER PERMIT APPLICATION Mailing Address: P.O. Box 547, Anacortes, WA 98221 7'Lq �� Office Location: 904 6th Street, Anacortes WA 98821 ~`` Phone: (360) 293-1901, Fax: (360) 293-1938 PLEASE REFER TO THE FIRE SPRINKLER PERMIT CHECKLIST FOR SUBMITTAL REQUIREMENTS 0 MODIFY EXISTING SYSTEM II INSTALL NEW SYSTEM 0 UNDERGROUND FIRE LINE PROJECT ADDRESS(Street,Suite#): PARCEL(S)#: 1016 27th St. P57346 PROJECT VALUATION: 70,373 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: Anacortes Family Center Address(Street,City,State,Zip): E-Mail Address: 2702 Commercial Ave.,Anacortes,WA 98221 CONTACT PERSON: Phone: Della Dellinger 360 848-9093 EXT 113 Address(Street,City,State,Zip): E-Mail Address: Same as Applicate CONTRACTOR:* 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 State Sprinkler Certificate&License#: Exp.Date: *All Contractors& subcontractors must have a valid City of COMMEFP132MM 08-16-20 Anacortes business license prior to doing work in the City. Contact the City's Finance Department at(360)299-1968. Business License#: Exp.Date: COMMERCIAL El RESIDENTIAL n OCCUPANCY CLASS: SPRINKLER STANDARD: NFPA 13-2016HAZARD CLASS: Is this work,associated with another project? Yes 0 No 0 If yes,specify: PROPOSED WORK: Provide one wet pipe automatic fire sprinkler systems to protect the heated interior of the building and one dry automatic fire sprinkler system to protect the unheated attic spaces. 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: Date: _ PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT (41111114. FIRE SPRINKLER PERMIT CHECKLIST • Mailing Address: P.O. Box 547, Anacortes, WA 98221 `7\4'q 47 Office Location: 904 611'Street,Anacortes WA 98821 Phone: (360) 293-1901, Fax: (360) 293-1938 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: n z o b o to ►*, .0 B .. a° SUBMITTAL REQUIREMENTS: El 14 The number indicates the number of 2 n copies for submittal(if applicable). :� CA o VI ti 0 0 0 "r 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) Page 1 of 5 NIKING® FREEDOM® RESIDENTIAL TECHNICAL DATA 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 (r- 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,fqr the hydraulically designed fire-protection system.The glass bulb operating element and spaal 'flpfj�lparacteris- tics meet the challenges of residential sprinkler standard$,. 1'r — 2. LISTINGS AND APPROVALS APR 1 2 2019 \( Os us UL Listed (C-UL-US-EU): Category VKKW ° - eu If VdS VdS Approved - �11a() N NYC Approved: MEA 89-92-E, Volume 35 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 sinnce 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 For ENT coated sprinklers: Belleville spring- Exposed. Screw and Pipcap- ENT plated. 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. 13637AB. 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 Yz'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 17.10.05 Rev 17.1 Replaces Form No. F_012706 Rev 14.2 (Replaced wrench 10896W/B with 21475M/B) Page 2of5 �� FREEDOM® RESIDENTIAL \ TECHNICAL DATA 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 Viking's current list price schedule or contact Viking directly. TABLE 1 : AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' Ceiling Temperature2 Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) 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 r■ Flats ■ Protective Protective %llli� Amok. ;��s; \ !_ _1 ►k. �l Sprinkler O \• 'i Sprinkler ��iL`!i� I cap Shield alFVF111A A 21475 o\ Figure 1: Standard Sprinkler Wrench 21475M/B Form No. F_012706 17.10.05 Rev 17.1 Page 3 of 5 „silicNG. FREEDOM° R ESIDEN T IAL TECHNICAL DATA PENDENT SPRINK_ER VK468 (K4J) 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 wwvv.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 2 WorkingPressure 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 Listings and Approvals3 MinimumMax. Coverage Rating (155 °F168 °C) Rating (175 °F179 °C) Area' Deflector Installation Spacing Flow4 Pressure4 Flow4 Pressure4 to Type C-UL- Ft. Ft.XFt. GPM PSI GPM PSI Ceiling US- VdS NYC6 NSF (m) (mm) (L/min) (bar) (L/min) (bar) EU5 12 X 12 13 7.0 13 7.0 (3.7 X 3.7) (49.2) (0.48) (49.2) (0.48) Standard sur- face-mounted 14 X 14 13 7.0 13 7.0 escutcheons, the (4.3 X 4.3) (49.2) (0.48) (49.2) (0.48) Microfast® Model F-1 Adjustable See See See See 16 X 16 13 7.0 13 7.0 1-1/8 to Escutcheon, or Foot- Foot Foot Foot- 8 recessed with notes notes note note (2.4) (4.9 X 4.9) (49.2) (0.48) (49.2) (0.48) 2 inch 7 and 7 and the Micromatic® 7. 7. 10. 10. 18 X 18 17 12.0 17 12.0 Model E-1, (5.5 X 5.5) (64.4) (0.83) (64.4) (0,83) E-2, or E-3 Recessed 20 X 20 20 16.7 20 16.7 Escutcheon (6.1 X 6.1) (75.7) (1.15) (75.7) (1.15) Footnotes 1 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. ' 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. 4 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. Approved Finishes are: Brass, Chrome, White Polyester, and Black Polyester9 8 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 17.10.05 Rev 17.1 Page 4of5 NIKING. FREEDOM° RESIDENTIAL TECHNICAL DATA 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 / in=-- -- ---___ -_____111 --:?1-1 111---_-_-_-_-.-_-. - -.1ii ...:..-.....y.:.........y.:.:.:.:.:.:.:,..:...:.:.:: /�Il( /ill. I( 11 HMV 3A11131 © O Sprinkler Wrench ev „_,___ ___,_„ 13577W/B** must be ...._._,_,—..— ....1--- used for installing Step 1: Carefully slide recessed Sprinkler the wrench sideways around the deflector i and protective shield. 1 Mr , Step 2: Carefully press (Note the orientation of J the wrench upward and the shield in the wrench) turn slightly to ensure * A 1/2" ratchet is required engagement with the (not available from Viking). sprinkler wrench flats. Figure 2: Wrench 13577W/B for Recessed Sprinkler Installed with a Microfast Model F-1 1/2" Adjustable Escutcheon (15 mm) --\ -- \ N P T f "'��� 1 I %jilt) -omoi�Ili.voi ...................................... -E. i _i 2-1/4" 1-3/4" in, __._ itiohito O (38,1 mm) : _ `■/ I 1-1/2" (38.1 mm) 2" C518 mm).._. __ ....,. Maximum '\iJi/' 1-1/8" Installed with a .,.. — ...., i standard 1/8" (3.1 mm) _ (28,7 mm) surface-mounted escutcheon Sprinkler VK468 Figure 3: Sprinkler VK468 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon Form No. F_012706 17.10.05 Rev 17.1 Page 5 of 5 N '�, l j/ ® FREEJORP REST ENS T IA. `� I/ �� �� TECHNICAL DATA NIDIPN- SPRINIK R \.% �,A�_ VK468 (M.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 Opening Size: 2-5/16" (58,7 mm) minimum 2-1/2" (63.5 mm) maximum Nommr .............. -�` "IIIu�aoi� I _ °Mu 1�1!L _ mm) .71. I 1-1/8" (28.6 mm) sl _ 1—, 1IJ/ 1 1/8 (28,6 2" _ 1 3/4 = Minimum il Minimum (44,5 mm) `I i C50,8 mm) Maximum .._..,—_._..,,, P Maximum .,...._„—,_...... Iyf■ Installed with a Micromatic Installed with a threaded Micromatic Model E-1 Recessed Escutcheon Model E-2 Recessed Escutcheon Figure 4: Sprinkler VK468 Dimensions with the Model E-1 and E-2 Recessed Escutcheons DESIGN CRITERIA (Also refer to the Approval Chart.) UL Listing Requirements (C-UL-US-EU): 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 mini- 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 17.10.05 Rev 17.1 Replaces Form No. F_012706 Rev 14.2 (Replaced wrench 10896W/B with 21475M/B) Sprinkler 43v February 3, 2014 NIKING® TECHNICAL DATA QUICK RESPONSE SIDEWALL SPRINKLERS 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 A. Standard Wrench: Part No. 10896W/B (available since 2000). B. Wrench for recessed sprinklers with protective shields: Part No. 13655W/B** (available since 2003) **A'/2" ratchet is required (not available from Viking). 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 Viking Quick Response Horizontal and Vertical Sidewall Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributoror contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Protective Fit the wrench Sprinkler Wrench over the sprinkler Protective Flat and protective Shield ® Sprinkler shield as shown. 17AP r+ Shield ki Iy 0'kr,,. tor I1 1 ., ,,, v , 1 • 11 1 I - - --0- 1 1 illill .... or 1 1 , , I wNotei A 1/2" ratchet '0g96 �� Sprinkler Wrench 13655W/Bx for is required. (Not , available from Viking.) Recessed Horizontal Sidewall Sprinklers Figure 1: Figure 2: Standard Sprinkler Wrench 10896W/B Wrench 13655W/B for Recessed Horizontal Sidewall Sprinklers February 3, 2014 Sprinkler 43w \-\„. If IKJ NG TECHNICAL DATA QUICK RESPONSE P R l 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 TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Bulb Color Classification Temperature Rating' Ceiling Temperature2 Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate I 200 °F (93 °C) O 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, Black PTFE, and ENT Corrosion-Resistant Coatings': White Polyester, Black Polyester, Black PTFE, and ENT Footnotes 1 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 Charts. 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 automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. For ENT coated sprinklers, the waterway is coated. Note that the spring is exposed on sprinklers with Polyester, PTFE, and ENT coatings. Approval Chart 1 (UL) (( Temperature KEY Quick Response Sidewall Sprinklers ♦+---- Finish For Light or Ordinary Hazard Occupancies A1X 4—Escutcheon(if applicable) Maximum 175 PSI (12 Bar) WWP Deflector must be located 4" to 12" (102 mm to 305 mm) below the ceiling. Base Part Sprinkler Thread Size Nominal K-Factor Overall Length Listings and Approvals' SIN (Refer also to Design Criteria on page 43x.) Number' Style NPT BSP U.S. metric' Inches mm cULus4 NYC LPCB C E 0 12997 VK305 HSW 1/2" 15 mm 5.6 80.6 2-11/16 68 A1Y, B1X, C2W, D2Z 12983 VK306 VSW U/P 1/2" 15 mm 5.6 80.6 2-1/4 58 -- -- -- -- -- Approved Temperature Ratings Approved Escutcheons A - 135 °F (57 °C), 155 °F (68 °C), 175 W- Installed with standard surface-mounted escutcheons °F (79 °C), 200 °F (93 °C), and 286 °F X - Installed with standard surface-mounted escutcheons or (141 °C) Approved Finishes the Viking Microfast® Model F-1 Adjustable Escutcheon, B 135 °F (57 °C), 155 °F (68 °C), 175 °F 1 - Brass, Chrome, White Poly-esterS6, or recessed with the Viking Micromatic® Model E-1, E-2, (79 °C), and 200 °F (93 °C) Black Polyester5,6, and Black PTFE5 or G-1 Recessed Escutcheon C - 155 °F (68 °C), 175 °F (79 °C), 200 °F 2 - ENT5 Y - Installed with standard surface-mounted escutcheons or (93 °C), and 286 °F (141 °C) the Viking Microfast® Model F-1 Adjustable Escutcheon D 155 °F (68 °C), 175 °F (79 °C} and 200 Z - Installed with standard surface-mounted escutcheons or °F (93 °C) recessed with the Viking Micromatic Model E-1 Footnotes Base part number shown. 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. 'This table shows the listings and approvals available at the time of printing. Other approvals may be in process. 4 Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5cULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. Sprinkler 43x February 3, 2014 \\si Ki NG® TECHNICAL DATA QUICK RESPONSE SIDEWALL SPRINKLERS 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 DESIGN CRITERIA - UL (Also refer to Approval Chart 1 on page 43w.) cULus Listing Requirements: Quick Response Horizontal Sprinkler VK305 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for sidewall standard spray sprinklers. . Designed for use in Light and Ordinary Hazard occupancies. o Locate with the deflector 4" to 12" (102 mm to 305 mm) below the ceiling. . Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. . Minimum spacing allowed is 6 ft. (1.8 m). . Align the top of the deflector parallel with the ceiling. . Locate no less than 4" (102 mm) from end walls. . Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page C2R1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance 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. Approval Chart 2 (FM) Temperature KEY Quick Response Sidewall Sprinklers Finish Al X Escutcheon(If applicable) Maximum 175 PSI WWP Base Part SIN Thread Size Nominal K-Factor Overall Length FM Approvals3.4 Number' NPT BSP U.S. metric2 Inches mm (Refer also to Design Criteria below.) 12997 VK305 1/2" 15 mm 5.6 80.6 2-11/16 68 A1Y, B1X 12983 VK306 1/2" 15 mm 5.6 80.6 2-1/4 58 A2Z Approved Temperature Ratings Approved Escutcheons X - Installed with standard surface-mounted escutcheons or the Viking A- 135 °F (57 °C), 155 °F (68 °C), 175 Approved Finishes Microfast° Model F-1 Adjustable Escutcheon, or recessed with the °F (79 °C), 200 °F (93 °C), and 286 1 - Brass Viking Micromatic® Model E-1, E-2, or G-1 Recessed Escutcheon °F (141 °C) 2 - Brass and Chrome Y - Installed with standard surface-mounted escutcheons or the Viking B - 135 °F (57 °C), 155 °F (68 °C), 175 Microfast® Model F-1 Adjustable Escutcheon °F (79 °C), and 200 °F (93 °C) Z - Installed with standard surface-mounted escutcheons only. Footnotes ' Base part number shown. 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. 'This table shows the FM Approvals available at the time of printing. Other approvals may be in process. 'Viking vertical sidewall sprinklers may be installed pendent or upright. February 3, 2014 Sprinkler 43y NIIKING C TECHNICAL DATA QUICK RESPONSE SIDEWALL SPRINKLERS 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 DESIGN CRITERIA - FM (Also refer to Approval Chart 2 above.) FM Approval Requirements: Horizontal Sidewall Sprinklers VK305 and Vertical Sidewall Sprinkler VK306 are FM Approved as a quick response Non-Storage sidewall sprinklers 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 cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Wall Opening Size: 2-5/16" (57.2 mm) minimum 2-1/2" (63.5 mm) maximum 747 2-1/16" (52.4 mm) �l Minimum 2-7/16" LIII 2-11/16" (68.3 mm) (61.9 mm) - _- -i i lli /Ell ' 2-1/8„ <25.4 mm) 1-Pitirwtilltillt —� I- ,,.tilMinn `�'L��� 9111 (54 mm) • t `• --geTmgMEatilww KOPIIIIMM110 ill . 's\- 1/2 •`�_ (15 mm) NPT 2-5/8" (66,7 mm) - Installed with the Maximum 1/8" (3.1 mm) standard , . Installed with the Microfast surface-mounted escutcheon Model F-1 Adjustable Escutcheon Figure 3: Sidewall Sprinkler VK305 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon Sprinkler 43z February 3, 2014 IIIFs16i® TECHNICAL DATA QUICK RESPONSE SIDEWALL SPRINKLERS 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 Wall Opening Size 1-5/8" 2-5/16" (57,2 mm) minimum 1-3/4" (41.3 mm) iS111 2-1/2" (63.5 mm) maximum l `` ' (44,5 mm) Minimum I Minimum iiiiiiiii I . . .1011 f „ - ilia 218# -_ lA1 1 t: T%/ w-ii I 1%I ICI Il�i -- III (58 nri) ;�..,: 'I9I' (54 mm) '�_��;Il�i�' 9I� C5; '; _ i _ -01N �i�IIIIINI ______ ______ _____ :•,::::„. ... I.::::: . .... ..... I :,:.,.„„ \ 2-1/4" 2-5/8" : (57,2 mm) (67 1/2" mm) m) Maximum Maximum C15 r NPT Installed with the Micromatic Installed with the Threaded Vertical Sidewall Model E-1 Recessed Escutcheon Model E-2 Recessed Escutcheon Sprinkler' VK306 Figure 4: Sidewall Sprinkler VK305 Dimensions with the Model E-1 and E-2 Recessed Escutcheons and Vertical Sidewall Dimensions Wall Opening Size with the Model G-1 Escutcheon: 1/8" 2-5/8" (66 rim) minimum (3.2 rim) ri— 3-3/4" (95 mm) maximum r Adjustable Outer Cup Adjustable 11 . Adapter 40111'1 1 (1,:s 1 s. i 4,„, 1 /14=11 ''� 2-5/8" ///--- I U �ll9I �14 \ <66 r �> C102 � �> [P11" tr01.61111 4( j rI111 r\ / / ‘<.4; Depth: 1-1/16" 1-1/16" , (27 r�r�)~ (27 r m) Maximum Recess: 1/2" (12,7 mm) Figure 5: Sidewall Sprinkler VK305 Dimensions with the Model G-1 Recessed Escutcheons Form No. F_060504 Replaces page 43u-z, dated March 23, 2012. (Added ENT Finish) }: - ` Worldwide tqco F ILE ., . � ��- �,` www.tyco-fire.com Fire Protection 1,, Contacts Products Models BB, SD, HIP, and AP rP: r1 +; Specific Application Sprinklers APR 12 2019 li : For Protecting Attics t� g�, \I OF NA .nwl Lr, General The Specific Application Attic Sprin- klers are the first sprinklers to be: ir"`\ ,. x.;' ; Description • Listed for extended coverage in corn- t , bustible construction The TYCO Models Back to Back Dual • Full-scale fire tested in both wet and Directional (BB), Single Directional (SD), , HIP, and Attic Plus (AP) Specific Appli- dry system scenarios > ' cation Attic Sprinklers for Protecting • Full-scale tested for use in wood Attics are fire sprinklers for combus- truss construction (`� 1 tible and non-combustible sloped attic • Listed for specific roof slopes (Ref. - '' spaces. Table A) _�" While Models BB, SD, and HIP are The Specific Application Attic Sprin- specific application attic sprinklers, klers provide cost control with the the Model AP is a specific application best level of protection by eliminat- combustible concealed-space sprin- ,--'-._ kler with specific application criteria ing the need for additional sprinklers [_ -_\ . y and branchline piping. In many cases, '' for use with Models BB, SD, and HIP ,k_ t- `I__e_ in attic spaces. an attic can be entirely protected with just one line of piping located below the ! 1 Specific Application Attic Sprinklers peak of the roof using Model BB Sprin- ; '`j provide superior fire protection in attic klers. If Model SD Sprinklers or Model ~' spaces. When compared to Stan- HIP Sprinklers are needed, one line of '` F1 1 t dard Spray Sprinklers, cost savings either at each area being covered is a are achieved by eliminating branchline sufficient. ' , materials and the associated installa- For example, while using Standard ion labor. Spray Sprinklers, a system in a 60 ft _ Specific Application Attic Sprinklers for (18,3 m) wide attic with up to a 12:12 -- -- Protecting Attics have undergone the roof pitch designed to NFPA 13, could most extensive fire testing ever per- require seven branchlines to cover the formed for sloped attic spaces. They main portion of the attic and several - "�.--- are UL Listed with their specific appli- additional branchlines to cover the hip . cation guidelines for use as special areas. With Specific Application Attic ' '_ sprinklers as defined by the National Sprinklers, the required coverage can R Fire Protection Association (NFPA). be obtained with just one branchline 1 1 running below the peak and one down ' ---_ , Specific Application Attic Sprinklers each slope of the hip beam. This would T provide an extended coverage spacing result in approximately 90% less pipe w alternative to the restricted spacing of '' . `, Standard Spray Sprinklers. needed for installation. This reduction1/4 in the number of branchlines saves the .. _ cost of the pipe, fittings, hangers, and 1/4- _ , associated labor by eliminating up to five branchlines. Another important aspect of the Spe- ..�• cific Application Attic Sprinkler technol- r" IMPORTANT ogy, which also allows for cost savings, Always refer to Technical Data is the reduction in system volume. This Sheet TFP700 for the "INSTALLER volume reduction may result in reduc- WARNING" that provides cautions ing the size of a dry pipe valve and air • 5 with respect to handling and instal- compressor, and possibly allows for `' lation of sprinkler systems and corn- quicker water delivery times, eliminat- ponents. the need for an accelerator. Improper handling and ing ._ installation can permanently damage ;' -=--- a sprinkler system or its compo- - nents and cause the sprinkler to fail __ to operate in a fire situation or cause it to operate prematurely. Page 1 of 28 JUNE 2017 TFP610 TFP61O Page 2 of 28 Components: Components: 1 - Frame 4- Bulb 1 - Body 5- Compression 8 - Deflector 2 - Button 5- Compression 2 - Cap Screw 9 - Rivet 3- Sealing Screw 3 - Sealing 6- Lever 10- Diffuser Assembly 6- Deflector Assembly 7 - Deflector 11 - Link 4- Saddle Frame Assembly 2-1/4" i 1-5/8" (57,2 mm) ~(41,3 mm) L.- 1-9/16" 2-1/4" 1-1/8" 13/16" (39,7 mm) (57,2 mm) (28,6 mm) ~(20,6 mm) 10 11 9 1-1/8" \ (28,6 mm) W(1,=7.1,1z,z,,\ `�A 8 'Ti �'T 2-1/8" (\� 7 FLOW FLOW (54,0 mm) i r ~ I2-1/2" D I (63,5 mm)F /______ 16 1FRAME 1/2"(12,7 mm) 4"NPT _\ ARMS MAKE NL WRENCH FRAME 5 CROSS FLATS ARMS 1 2 3 4 7/16" WRENCH HEX NPT SECTION ELEVATION (11,1 mm) NOMINAL CROSS MAKE-IN SECTION ELEVATION FIGURE A FIGURE B MODELS BB1,BB2,AND BB3 WITH 8.0 K-FACTOR MODELS BB1,BB2,AND BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS SPECIFIC APPLICATION ATTIC SPRINKLERS Components: Components: 1 - Frame 4- Bulb 1 - Body 5 - Compression 8- Deflector 2- Button 5- Compression 2 - Cap Screw 9- Rivet 3- Sealing Screw 3- Sealing 6- Lever 10- Link Assembly 6- Deflector Assembly 7- Deflector Assembly 4- Saddle Frame 2-1/4" _ 1-5/8" (57,2 mm) (41,3 mm)~ 1-1/8" 13/16" 1-5/16" 2-1/8" (28,6 mm) ~(20,6 mm)� y (33,3 mm) f - (54,0 mm) 15/16" 8 y (33,4 mm) 6 1 IJJ�/� T 2-1/8" (54,0 mm) 10LOW \‘? --4,' DFRAME F ARMS 6 3„ (76,2 mm) 7/16"(11,1 mm)] 1/2"NPT 5 7 NOMINAL WRENCH FRAME CROSS MAKE-IN FLATS ARMS 4t4 1 SECTION ELEVATION =\ 3 7/16"(11,1 rim)] 2 1 ) WRENCH 1/2" NOMINAL HEX NPT CROSS MAKE-IN SECTION ELEVATION FIGURE C FIGURE D MODELS BB1,BB2,AND BB3 WITH 4.2 K-FACTOR MODELS SDI, SD2,AND SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS SPECIFIC APPLICATION ATTIC SPRINKLERS TFP61 O Page 3 of 28 Components: Components: 1 - Frame 4 - Bulb 1 - Frame 5 - Compression 2 - Button 5 - Compression 2 - Sealing Screw 3 - Sealing Screw Assembly 6 - Deflector Assembly 6 - Deflector 3 - Button 7 - Ejection 4 - Bulb Spring 2-1/8" _ 2" (54,0 mm) (50,8 mm)� 1-11/16" 1-1/16" 1-1/4" a (42,9 mm) 1_r �- �.�. (27,0 mm) (31,8 mm) 6 5 II II SPRINKLER FRAME ARMS 2-1/4" 97 FLOW 4 (57,2 4n 4 5 6 mm) 2-1/8" 7 1 Pill III 2 (54,0 mm) 3 r di WRENCH- 3 THREAD 1 2 i N FLATS RELIEF _ i 1 ` 1/2" NPT 7/16" (11,1 mm)--t 1/2" NPT 7/16" (11,1 mm) i NOMINAL WRENCH FRAME NOMINAL MAKE-IN MAKE IN FLATS ARMS CROSS CROSS SECTION ELEVATION SECTION ELEVATION FIGURE E FIGURE F MODEL HIP WITH 5.6 K-FACTOR MODEL AP WITH 4.2 OR 5.6 K-FACTOR SPECIFIC SPECIFIC APPLICATION ATTIC SPRINKLERS APPLICATION COMBUSTIBLE CONCEALED SPACE SPRINKLERS Another cost reduction is the Listing of There are three different models that HIP Sprinkler BLAZEMASTER CPVC for use in attic account for different roof slopes: BB1, The Model HIP Specific Application spaces to feed the wet system Specific BB2, and BB3. Each model is provided Attic Sprinkler, as seen in Figure E, Application Attic Sprinklers for Protect- in one of three different orifice sizes: covers the area of the hip in the attic. ing Attics, as well as to feed the wet K=4.2, 5.6, or 8.0. This is a slightly different concept than system sprinklers below the ceiling. SD Sprinkler (Single Directional) the BB Model or SD Model Sprinklers. Traditionally, BLAZEMASTER CPVC The Model SD Specific Application The HIP Sprinkler is located along has been used on the lower floors in Attic Sprinkler, as seen in Figure D, the slope running down the hip, and the joist space above a ceiling that throws a narrow but long pattern like throws a 90° pattern toward the outside do not require sprinklers. The cost of the Model BB. However, unlike the eaves. This pattern allows the water to using CPVC on those floors can now Model BB, the Model SD only throws "corner" and control the fire. be translated to the upper floor even if in one direction. sprinklers are required in the attic. The HIP does not throw much water There are four models of the Specific Model BB Sprinklers are primarily used directly up or down the hip, but rather it Application Attic Sprinklers used for where shear walls or draft curtains have throws most of the pattern out to each protecting attics: BB, SD, HIP, and AP. been installed within an attic space. side (90°) down the slope of the roof. The Model BB and Model SD Sprinklers Model BB Sprinklers are also used This sprinkler is typically spaced 6 ft have three separate versions used for when the framing direction is parallel (1,8 m) to 3 ft (0,9 m) on center down different roof pitches. The pitches, as with the outside wall in the hip area. the slope. applicable, can vary from a minimum of For more information, refer to Figure To use the HIP Sprinkler, the framing 3:12 to a maximum of 12:12. For more 13. In this case, the SD Model Sprinkler must be perpendicular to the outside information, refer to Table A. would be used on one side of the slope wall (refer to Figure 12) and the and AP Sprinklers or Standard Spray maximum throw cannot exceed 28 ft BB Sprinkler Sprinklers would be used to protect the (8,5 m) measured horizontally. The HIP, (Back to Back Dual Directional) other side. unlike the BB Model and SD Model, is The Model BB Specific Application The Model SD Sprinklers must be installed with the deflector parallel with Attic Sprinkler, as seen in Figure A, installed in a vertical upright orientation the slope. There is only one model with B and C, throws a narrow and long and not angled with the slope. Achiev- flows and pressures for two different pattern. The narrow spacing along ing the vertical upright orientation may spacings. the ridge serves two purposes: the require the use of a swing joint if the response time is reduced by placing SD Sprinklers are being fed from a line the sprinklers no farther than 6 ft running along and parallel to the roof (1,8 m) apart, and the spray can be concentrated in the throw direction to hip. obtain a pattern that will cover up to There are three different models that 30 ft (9,1 m) in each direction when account for different roof slopes: SD1, measured horizontally. SD2, and SD3. TFP610 Page 4 of 28 AP Sprinkler (Attic Plus) Technical Operation The AP Specific Application Attic Sprin- kler are to be installed in the upright Data BB (K=8.0 and 4.2), HIP (K=5.6) and orientation with their deflector parallel AP (5.6 and 4.2 to the roof. The Model AP Sprinklers, ) as seen in Figure F, are intended to Approvals The glass bulb contains a fluid that be used to provide protection of attic UL and C-UL Listed expands when exposed to heat. When areas outside the scope of applica- These Approvals only apply to the service the rated temperature is reached, the tions for the BB, SD, or HIP Sprinklers. conditions indicated in the Design Criteria fluid expands sufficiently to shatter the The AP Sprinklers must only be used in section on Page 6 and the Design Guidelines glass bulb, allowing the sprinkler to conjunction with other Specific Appli- section on Page 8. activate and water to flow. cation Attic Sprinklers (BB, SD, and Pipe Thread Connection BB (K=5.6) and SD (K=5.6) HIP), or as permitted in other sections 1/2 inch NPT for K=4.2 and 5.6 The fusible link assembly is comprised of this document. The AP Sprinklers of two link halves which are joined by will provide a hydraulic advantage over 3/4 inch NPT for K=8.0 a thin layer of solder. When the rated Standard Spray Sprinklers for the pro- Discharge Coefficient temperature is reached, the solder tection of attic areas outside the scope K = 4.2 GPM/psi1/2 (60,5 LPM/bar1/2) melts and the two link halves separate, of application for the BB Model, SD K = 5.6 GPM/psi'/2 (80,6 LPM/bar'/2) allowing the sprinkler to activate and Model, or HIP Model Sprinklers. K = 8.0 GPM/psi1/2 (115,5 LPM/bar1/2) water to flow. Temperature Rating NOTICE Intermediate Temperature as follows: The Specific Application Attic Sprin- —200 °F (93 °C) for BB (K4.2 and K8.0), klers for Protecting Attics described HIP, AP herein must be installed and maintained -212 °F (100 °C) for BB (K5.6), SD in compliance with this document, as well as with the applicable standards Finish of NFPA, in addition to the standards of Natural Brass any other authorities having jurisdiction. Physical Characteristics Failure to do so may impair the perfor- (Figures A, C and E) mance of these devices. Frame Bronze The owner is responsible for main- Button Bronze/Copper Sealing Assembly . .Beryllium Nickel w/TEFLON taining their fire protection system Bulb Glass (3 mm dia.) and devices in proper operating con- Link MONEL dition. Contact the installing contrac- Compression Screw Brass tor or product manufacturer with any Deflector Brass/Bronze questions. Physical Characteristics (Figures B and D) Sprinkler Body Brass Cap Bronze Identification Sealing Assembly. .Beryllium Nickel w/TEFLON Saddle Brass Link Assembly Nickel Number (SIN) Compression Screw Brass Deflector Brass/Bronze TY4180* BB1 K=8.0 Lever Bronze Deflector Frame Bronze TY4181* BB2 K=8.0 Diffuser Brass TY4182* BB3 K=8.0 Rivet Brass TY3180* BB1 K=5.6 Physical Characteristics TY3181* BB2 K=5.6 (Figure F) TY3182* BB3 K=5.6 Frame Brass TY2180 BB1 K=4.2 Button Bronze Sealing Assembly . .Beryllium Nickel w/TEFLON TY2181 BB2 K=4.2 Bulb Glass (3 mm dia.) TY2182 BB3 K=4.2 Compression Screw Brass TY3183* SD1 K=5.6 Deflector Bronze TY3184* SD2 K=5.6 TY3185* SD3 K=5.6 TY3187* HIP K=5.6 TY3190 AP K=5.6 TY2190 AP K=4.2 * The "TY" prefix is a re-designation of the previous "C" prefix. For example, TY4180 is a re-designation for C4180. Page 5 of 28 Installation The TYCO Specific Application Attic WRENCH ,Iii. Sprinklers for Protecting Attics mustFLATS be installed in accordance with this section. ENGAGE SPRINKLER THREAD RELIEF NOTICE WITH WRENCH Do not install any bulb-type sprinkler DO NOT o JAW FLANGES if the bulb is cracked or there is a loss \ ENCH of liquid from the bulb. With the sprin- FIGURE G JAW RFLANGE kler held horizontally, a small air bubble DO NOT GRASP DEFLECTOR USE END \ / should be present. The diameter of the MARKED air bubble is approximately 1/16 inch "A" ONLY (1,6 mm) for the 155°F (68°C) and 3/32 jI 1, FIGU E IC inch (2,4 mm) for the 200°F(93°C) tern- (�I�I; WRENCH W-TYPE 20 perature ratings. FLATS SPRINKLER WRENCH For Use with A leak-tight 1/2 inch NPT sprinkler joint NIP (K�5.6) Sprinklers should be obtained by applying a min- ENGAGE v imum-to-maximum torque of 7 to 14 SPRINKLER - _ ft-lb (9,5 to 19,0 Nm). Higher levels of THREAD RELIEF �,..1 1=44 torque can distort the sprinkler inlet WITH WRENCHAI WRENCH with consequent leakage or impairment JAW FLANGES of the sprinkler. \ WRENCH - To install the Specific Application Attic USE END JAW FLANGE APPLY / Sprinklers, complete the following: MARKED -j WRENCH "A" ONLY TO WRENCH Step 1. Sprinklers must be oriented FIGURE H HEX ONLY correctly as follows: ADJUST W-TYPE 3 SPRINKLER WRENCH O ® Model BB Sprinklers are to be FOR USE WITH WRENCH JAW p TO FIT WRENCH installed in the upright vertical posi- BB (K=8.0) SPRINKLERS' HEX tion with the flow arrows on the / deflector pointing down the two opposing slopes. . '1�P1 • Model SD Sprinklers are to be Ii1 WRENCH FIGURE L p FLATS iill�� ADJUSTABLE WRENCH installed in the upright vertical posi- _ For Use with BB (K=5.6) and tion with the flow direction arrow SD (K=5.6) Sprinklers on the deflector pointing down the ENGAGE slope. SPRINKLERTHREAD RELIEF _ © The Model HIP Sprinklers are to be W TH WRENCH (1* —n installed with the deflector at the top, JAW FLANGES the sprinkler centerline perpendicular WRLATSH IL A� to the ridge of the hip roof, and the WRENCH wr flow direction arrows on the deflec- USE END \ JAW FLANGE tor pointing down the two oppos- MARKED 7 ENGAGE ing slopes. Unlike the Model BB and "A" ONLY SPRINKLER Model SD, the Model HIP is installed FIGURE J THREAD RELIEF angled so that its deflector is WITH WRENCH g paral- W-TYPE 6 SPRINKLER WRENCH . JAW FLANGES lel with the slope of the hip ridge line. For Use with \ K=4.2 Sprinklers WRENCH BB ® The Model AP Sprinklers are to be (K=4.2) USE END JAW FLANGE installed in the upright position with MARKED the deflector parallel to the roof Step 2. With pipe thread sealant "A" ONLY �`' slope. There are no flow arrows on applied to the pipe threads, hand- the deflector to consider; however, a tighten the sprinkler into the sprinkler FIGURE M good piping practice is to position all fitting. W-TYPE 6 SPRINKLER WRENCH For Use with the Model AP Sprinklers so that their Note: With reference to Figure G, do AP (K=4.2 and 5.6) Sprinklers frame arms are in the same direction. not grasp the sprinkler by the deflector. Step 3. Wrench-tighten the sprin- kler using only the wrenches shown in Figures H through M. Wrenches are only to be applied to the sprin- kler wrench flats or wrench hex, as applicable. TFP610 Page 6 of 28 DesignBB, SD, HIP, or AP Minimum Use of UL Listed BLAZEMASTER Distance to AP Sprinklers or CPVC Piping with Specific Criteria Standard Spray Sprinklers Application Attic Sprinklers for As measured along the peak/ridge Protecting Attics (Wet Systems Area of Use direction, 6 ft (1,8 m) from BB, SD, and Only) The TYCO Specific Application Attic HIP to Standard Spray Sprinklers. For BLAZEMASTER CPVC piping may Sprinklers are designed for use in more information, refer to Figure 4. be used in a combustible concealed roof structures and combustible and As measured along the peak/ridge attic space requiring sprinklers when non-combustible sloped attic spaces, direction, 7 ft (2,1 m) from AP to Stan- installed in accordance with the follow- including wood joist/rafters and wood dard Spray Sprinklers. For more infor- ing guidelines: trussed attics with a ceiling below. mation, refer to Figure 4. Note: Where the use of non-corn- System Type for In the slope direction, 26 ft (7,9 m) from bustible insulation is specified, verify BB, SD, HIP, or AP Sprinklers BB or HIP Sprinklers to AP Sprinklers with the insulation manufacturer as to Wet using CPVC pipe or Standard Spray Sprinklers. For more the non-combustibility of the insula- Wet or dry using steel pipe information, refer to Figure 6. tion. The non-combustible insulation BB, SD, or HIP Deflector Installation (fiberglass) may be faced or unfaced. Note: Use of the 4.2 K sprinklers in dryWhere faced, the facing need not be pipe systems is permitted by NFPA 13 Position Below Peak/Ridge or Deck non-combustible. The insulation is to where piping is corrosion resistant or For roof pitches of 4:12 (33%) to 12:12 have a flame spread index of not more internally galvanized. (100%), 22 in (558,8 mm) maximum and than 25. p 16 in (406,4 mm) minimum. For more Hazard information, refer to Figure 2 and 5. Verify chemical compatibility of the Light Hazard. insulation with BLAZEMASTER CPVC For roof pitches of 3:12 (25%) up to by consulting www.lubrizol.com. BB, SD, or HIP Allowable Roof Span 4:12 (33%), (only 4.2K Model BB), 12 in (Coverage) and Roof Pitch (304,8 mm) maximum below the peak • BLAZEMASTER CPVC may be used Refer to Table A for allowable roof and a minimum of 1 in (25,4 mm) below to feed the wet system ceiling sprin- spans and roof pitches, and for the the bottom of the top chord or solid klers on the floor below. There must associated minimum sprinkler flows wood rafter. be 6 in (152,4 mm) of non-combus- and pressures. Figures 1, 2, 11 and 12 tible insulation covering the horizon- illustrate where the roof span is to be AP Deflector Position and tal or vertical pipe extending 12 in measured. Roof Pitch (304,8 mm) on each side away from 1 to 3 in (25,4 to 75,6 mm) below the the centerline of the pipe. Refer to Coverage Beyond BB, SD or HIP bottom of the top chord or bottom of Figures 9A, 9B, and 9C. The area Allowable Roof Spans solid wood rafter, where the roof pitch above the pipe must be protected Up to 10 ft (3,1 m) of coverage at the is 3:12 to 12:12 and the top chord or by BB, SD, HIP, or AP Sprinklers. For eave(s) beyond the allowable roof solid wood rafter is a nominal 12 in (600 more information, refer to Figure 9A. spans for BB, SD, or HIP Sprinklers mm) or less. If the pipe is located inside the ceil- may be obtained by using a single row ingjoist, the joist channel must be of AP Sprinklers. For more information, BB or SD Deflector Installation refer to Figure 14A, 14B, and 15. Position Above Scissor Truss covered or filled with 6 in (152,4 mm) 18 in (457,2 mm) minimum. For more of non-combustible insulation on top BB, SD, HIP, or AP Minimum information, refer to Figure 5. of the pipe and the area above must Distance Between Sprinklers be protected by BB, SD, HIP, or AP 4 ft (1,2 m) as measured along the BB, SD, or HIP Minimum Distance Sprinklers. For more information, branchline for BB and SD. For more Away from Trusses refer to Figure 9B. Insulation is for fire information, refer to Figure 3. Attic Sprinklers must be installed protection purposes. It is not freeze 6 in (152,4 mm) away from the face of protection. BLAZEMASTER CPVC 3 ft (0,9 m) as measured along the trusses. For more information, refer to must be installed in accordance with branchline for HIP. For more informa- Figure 7. the BLAZEMASTER installation guide tion, refer to Figure 12. SD Distance from Shear Wall or instructions. 7 ft (2,1 m) between AP Sprinklers. Draft Curtain • With reference to Figure 19, BLAZE- BB, SD, HIP, or AP Maximum 4 to 6 in (101,6 to 152,4 mm) from face, MASTER CPVC may be used Distance Between Sprinklers and a minimum of 8 in (203,2 mm) exposed to feed wet system BB, SD, 6 ft (1,8 m) on center along the branch- above the bottom of the draft curtain. or HIP Sprinklers where: line for BB, SD, and HIP. For more infor- For more information, refer to Figure 2. • Risers are vertical and protected mation, refer to Figure 3 and 12. Draft Curtains by BB, SD, or HIP Sprinklers locat- For AP, the maximum spacing is Draft curtains installed to permit the ed at a maximum lateral distance 10 ft (3,1 m) perpendicular to slope and installation of Attic Sprinklers shall be of 12 in (304,8 mm) from the riser 12 ft (3,6 m) parallel to slope. When constructed so as to not allow heat centerline. there is more than one row of AP Sprin- to escape through or above the draft • BB, SD, or HIP Sprinklers are di- klers, the sprinklers must be staggered curtain. The draft curtain may be con- rectlymounted on the branchline. as seen in Figure 20-B-3. structed of 1/2 in (12,7 mm) plywood. • BB, SD, or HIP Sprinklers are on BB or HIP Maximum Distance from arm-overs and located at a max- the Center Line of the Ridge imum lateral distance of 6 in 6 in (152,4 mm) with the deflector (152,4 mm) from the branchline located 16 to 22 in (406,4 mm to 558,8 centerline. mm) from the peak. For more informa- tion, refer to Figure 8. • BB, SD, or HIP Sprinklers are on vertical sprigs attached to the branchline. TFP610 Page 7 of 28 DRY PIPE ALLOWABLE SYSTEM ROOF SPAN, MINIMUM MINIMUM PITCH, MAXIMUM MODEL K SIN (a)(b)(e) FLOW, PRESSURE, Rise Over Run(%) WATER Feet(m) GPM(LPM) psi(bar) D LIVERY Seconds BB1 8.0 TY4180 <60(18,3) 38(144) 22.6(1,5) 4:12(33)to less than 7:12(58) (c) BB2 8.0 TY4181 <60(18,3) 38(144) 22.6(1,5) 7:12(58)to less than 10:12(83) (c) BB3 8.0 TY4182 <60(18,3) 40(152) 25.0(1,7) 10:12(83)to 12:12(100) (c) BB1 5.6 TY3180 >40(12,2)to A60(18,3) 38(144) 46.0(3,2) 4:12(33)to less than 7:12(58) (c) BB2 5.6 TY3181 >40(12,2)to 60(18,3) 38(144) 46.0(3,2) 7:12(58)to less than 10:12(83) (c) BB3 5.6 TY3182 >40(12,2)to 60(18,3) 38(144) 46.0(3,2) 10:12(83)to 12:12(100) (c) BB1 5.6 TY3180 A40(12,2) 25(95) 20.0(1,4) 4:12(33)to less than 7:12(58) (c) BB2 5.6 TY3181 <40(12,2) 25(95) 20.0(1,4) 7:12(58)to less than 10:12(83) (c) BB3 5.6 TY3182 <40(12,2) 25(95) 20.0(1,4) 10:12(83)to 12:12(100) (c) BB1 4.2 TY2180 <20(6,1) 13(49) 9.6(0,7) 3:12(25)to less than 7:12(58) 45(d) BB2 4.2 TY2181 <20(6,1) 13(49) 9.6(0,7) 7:12(58)to less than 10:12(83) 45(d) BB3 4.2 TY2182 <20(6,1) 13(49) 9.6(0,7) 10:12(83)to 12:12(100) 45(d) SD1 5.6 TY3183 >30(9,1)to<40(12,2) 35(132) 39.0(2,7) 4:12(33)to less than 7:12(58) (c) SD2 5.6 TY3184 >30(9,1)to<40(12,2) 35(132) 39.0(2,7) 7:12(58)to less than 10:12(83) (c) SD3 5.6 TY3185 >30(9,1)to_<40(12,2) 35(132) 39.0(2,7) 10:12(83)to 12:12(100) (c) SD1 5.6 TY3183 >10(3,0)to<30(9,1) 25(95) 20.0(1,4) 4:12(33)to less than 7:12(58) (c) SD2 5.6 TY3184 >10(3,0)to<30(9,1) 25(95) 20.0(1,4) 7:12(58)to less than 10:12(83) (c) SD3 5.6 TY3185 >10(3,0)to<30(9,1) 25(95) 20.0(1,4) 10:12(83)to 12:12(100) (c) SD1 5.6 TY3183 <10(3,0) 19(72) 11.5(0,8) 4:12(33)to less than 7:12(58) (c) SD2 5.6 TY3184 <10(3,0) 19(72) 11.5(0,8) 7:12(58)to less than 10:12(83) (c) SD3 5.6 TY3185 <_10(3,0) 19(72) 11.5(0,8) 10:12(83)to 12:12(100) (c) HIP 5.6 TY3187 >20(6,1)to<28(8,5) 34(129) 36.9(2,5) 4:12(33)to 12:12(100) (c) HIP 5.6 TY3187 <20(6,1) 25(95) 20.0(1,4) 4:12(33)to 12:12(100) (c) AP 5.6 TY3190 10(3,1)x 12(3,6) Minimum 7 psi(0,48 bar) 3:12(25)to 12:12(100) 60(d) See note(e) Minimum].10 gpm/ft2 AP 4.2 TY2190 (4,1 mm/min. Design Density 3:12(25)to 12:12(100) 60(d) NOTES a. The BB and SD roof span is measured horizontally(not along the slope)as shown in Figure 1 and Figure 2. b. The HIP roof span is measured horizontally as shown in Figure 2. c. Refer to NFPA 13. d. Maximum water delivery time for all system sizes. e. The AP roof span is measured along the slope.Maximum 10 ft(3,m)perpendicular to slope by maximum 12 ft(3,6 m)parallel to slope. TABLE A ALLOWABLE ROOF SPAN,FLOW,PRESSURE,AND PITCH FOR SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS TFP61O Page 8 of 28 • BB, SD, or HIP Sprinklers are on Hydraulic Requirements arm-over or angled sprigs, and lo- Refer to Figure 20. Design cated at a maximum lateral dis- Determine the Correct Flow and Guidelines tance of 6 in (152,4 mm) from the branchline centerline. Pressure For BB, SD, or HIP Sprinklers, deter- To design a project with the TYCO Spe- • A minimum lateral distance of mine the roof span (measured horizon- cific Application Attic Sprinklers, use 18 in (450 mm) is maintained be- tally) and the slope of the roof, and then these steps as a guideline: tween the CPVC pipe and a heat refer to Table A. There is no interpola- • Determine if single, dual directional producing device such as heat tion of the flow and pressure shown. or hip sprinkler is needed. pumps, fan motors, and heat Round all cases to the next higher lamps. spacing. For example, a 45 ft (13,7 m) • Determine the roof slope is between • BLAZEMASTER CPVC may be used span with the BB1 (K=8.0) would be 3:12 to 12:12. If more than one slope exposed to provide wet system, ver- calculated at the 60 feet (18,3 m) span. is being used on a project, select the tical or angled, sprigs to AP Sprin- For the AP Sprinklers, the minimum correct sprinkler for each area. klers (refer to Figures 17A and 17B) design pressure is 7 psi, and • Follow the guidelines for each type where: the minimum design density is of sprinkler. • The exposed portion of an angled 0.10 gpm/ft2 (4,1 mm/min). The NFPA • Calculate the sprinkler system in sprig is a maximum length of 3 ft 13, 20 psi (1,4 bar) minimum operating accordance with the appropriate flow (0,9 m), the sprig is supported ad- pressure for Standard Spray Sprinkler and pressure information provided in jacent to the AP Sprinkler, and ver- spacings parallel to the ridge that are Table A, as well as Figure 20. There tical restraint is provided using the above 8 ft (2,4 m) does not apply to the is no interpolation of the flows and CPVC hanger support for horizon- AP. pressures shown on the chart. tal pipe runs. Coverage Area • Coverage area for the BB Sprinklers For BB Sprinklers • Vertical sprigs have a maximum g p (Back to Back Dual Directional) exposed length of 10 ft (3,05 m), is determined by twice the distance • Verify the framing direction is per- the AP Sprinkler is located at a of the furthest throw measured along pendicular to the outside wall (refer maximum lateral distance of 12 in the slope multiplied by the distance to Figure 12). If not, cover that area (3304,8 mm) from the sprig center- along the branchline. The maximum with AP Sprinklers or Standard Spray line, and the sprig is supported at distance along branchline is 6 ft Sprinklers (refer Figure 13). the swing joint to the AP Sprinkler. (1,8 m) regardless of the length of the throw. • Determine the throw needed. For • A minimum 6 in (152,4 mm) deep more information, see the spac- of non-combustible insulation ex- Note: The distance along the branch- ing requirements in Table A. If over tending 12 in (304,8 mm) on each line may have to be reduced to less 20 ft (6,1 m) and up to 60 ft (18,3 m) side away from the centerline of than the maximum of 6 ft (1,8 m) to is required, use the 8.0 K-factor, BB the CPVC branchline feeding the remain under400 ft2(37,2 m2)maximum Sprinklers to reduce the pressure AP sprigs (refer to Figure 17A). If depending on the slope and the span. required. If pressure is not a concern, the CPVC branchline is located in- In no case can the span exceed 60 ft use the 5.6 K-factor, BB Sprinklers to side the ceiling joist, the joist chan- (18,3 m) without additional Standard minimize over discharge. nel must be covered or filled with a Spray Sprinklers. minimum of 6 in (152,4 mm) deepof • If less than 20 ft (6,1 m) is required, Coverage area for the SD (Single use the 4.2 K-factor, Back to Back noncombustible insulation on top Directional) Sprinklers is the distance Dual Directional to minimize pressure of the branchline feeding the AP along the branchline multiplied by and flow requirements. sprigs (refer to Figure 17B). Insula- the distance of the throw down the tion is for fire protection purposes. slope. Regardless of the throw, the • Determine the distance along the It is not freeze protection. Addition- maximum distance along the branch- slope. If the distance is not equal, al depth of non-combustible insu- line is 6 ft (1,8 m), the maximum use the longer side. Multiply the Ion- lation may be added to reduce the throw measured horizontally is 40 ft ger side by two to determine the exposed length of the AP sprigs. (12,2 m), and the maximum coverage spacing down the slope. Four hun- • A minimum lateral distance of per sprinkler is 400 ft2 (37,2 m2). dred divided by this value will deter- mine18 in (450 mm) is maintained be- • Coverage area for the HIP Sprinklers the maximum spacing along tween the CPVC pipe and a heat is the distance down the larger slope the ridge. The maximum distance ee producing device such as heat is 6 ft (1,8 m). For example, a 12:12 p 9 multiplied by two, and multiplied by slope at the maximum span of 60 ft pumps, fan motors, and heat the distance between the sprinklers (18,3 m) will produce a slope length lamps. as measured along the slope of the of approximately 42.5 ft (13,0 m). Mismatched Slopes hip. That number multiplied by two pro- Refer to Figure 10. • Coverage area for the AP (Attic Plus) duces an 85 ft (25,9 m) throw. A Obstructions Sprinklers is the distance along the 400 ft2 maximum divided by an For BB, SD, and HIP, refer to Figure 16. branchline multiplied by the distance 85 ft (25,9 m) throw only allows a For AP Sprinklers, refer to Figure 18. between the branchlines. The max- 4 ft 8 in (1,4 m) spacing along the BB, SD, HIP, and AP Sprinklers may imum spacing is 10 ft (3,1 m) per- ridge. Using the maximum spacing, be installed directly on maximum 2-1/2 pendicular to the slope and 12 ft space the sprinklers along the ridge. inch NPS (DN65) branch lines without (3,6 m) parallel to slope, and as mea- • Avoid obstructions as shown in Fig- suredthe need for sprigs. See NFPA 13 for on the slope. When there is ure 16. If necessary, add Model AP requirements when installed on pipe more than one row of AP Sprinklers, Sprinklers or Standard Spray Sprin- greater than 2-1/2 inch NPS (DN65). the sprinklers must be staggered per klers to maintain coverage around Figure 20-B-3. The maximum spac- obstructions. ing per sprinkler is 120 ft2 (11,1 m2). TFP610 Page 9 of 28 For SD Sprinklers Care and Limited (Single Directional) • Determine the throw needed. Maintenance Warranty • As the 400 ft2 (37,2 m2) is not a factor with the SD Sprinklers, the maximum The TYCO Specific Application Attic For warranty terms and conditions, visit spacing is 6 ft (1,8 m) and the mini- Sprinklers for Protecting Attics must www.tyco-fire.com. mum is 4 ft (1,2 m). For more infor- be maintained and serviced in accor- mation, refer to Figures 2 and 11. The dance with this section. Ordering reason 400 ft2 is not an issue with Before closing a fire protection system the single directional is because, at main control valve for maintenance Procedure its maximum spacing, 6 ft (1,8 m) on work on the fire protection system center / covering 40 ft (12,2 m) flat / that it controls, obtain permission to Contact your local distributor for avail- a 12:12 slope / and the throw being shut down the affected fire ability. When placingan order, indicate 56.5 ft (17,2 m), the 400 ft2 (37,2 m2) protec- the ful product nam and Part Number maximum would not be exceeded. tion system from the proper authorities and notify all personnel who may be (P/N). • Avoid obstructions as shown in Fig- affected by this action. Sprinkler Assemblies with ure 16. If necessary, add Model AP The owner is responsible for the NPT Thread Connections Sprinklers or Standard Spray Sprin- inspection, testing, and maintenance Specify: Model (specify), K-factor klers to maintain coverage around of ( p y)' obstructions. their fire protection system and devices (specify), SIN (specify), Specific Appli- in compliance with this document, as cation Attic Sprinkler, P/N (specify): For HIP Sprinklers well as with the applicable standards of BB1 (K=8.0), • Verify framing direction is perpendic- the NFPA, such as NFPA 25. In addition TY4180 P/N 51-623-1-200 ular to outside wall (refer to Figure to the standards of any other authori- BB2 (K=8.o), 12). If not, cover that area with AP ties having jurisdiction. Contact the TY4181 P/N 51-621-1-200 Sprinklers or Standard Spray Sprin- installing contractor or product manu- BB3 (K=8.o), klers (refer to Figure 13). facturer with any questions. TY4182 P/N 51-622-1-200 • From the intersection of the top of Automatic sprinkler systems should be BB1 (K=5.6), the hip and the ridge, the maximum inspected, tested, and maintained by a TY3180 P/N 50-601-1-212 qualified Inspection Service in accor- BB2 (K=5.6), distance down the slope of the hip is 3 ft (0,9 m). Start the layout with the dance with local requirements and/or TY3181 P/N 50-602-1-212 first sprinkler as close to that point as national code. BB3 (K=5.6), TY3182 P/N 50-603-1-212 possible, but no further, while staying Sprinklers that are found to be leaking 6 in (152,4 mm) away from the face or exhibiting visible signs of corrosion BB1 (K=4.2), of the trusses. Remember the slope must be replaced. TY2180 P/N 50-620-1-200 of the hip is not equal to the slope p BB2 (K=4.2), of the roof from the ridge to the out- Automatic s rinklers must never be TY2181 P/N 50-621-1-200 side wall. Continue to space sprin- painted, plated, coated, or otherwise BB3 (K=4.2), altered after leaving the factory. Modi- TY2182 P/N 50-622-1-200 klers down the hip at a maximum of fled sprinklers must be replaced. sot 6 ft (1,8 m) on center as measured (K=5.6), along the slope of the hip. When the Over-heated solder type sprinklers TY3183 P/N 50-611-1-212 bottom of the hip is encountered, the must be replaced. Bulb-type sprin- SD2 (K=5.6), last sprinkler must be within 7-1/2 ft klers that have been exposed to cor- TY3184 P/N 50-612-1-212 (2,3 m) of the outside wall as mea- rosive products of combustion, but T3(K=5.6), Y 3185 P/N 50-613-1-212 sured flat (plan view). if this pipe is have not operated, should be replaced "cut to fit", remember to account for if they cannot be completely cleaned HIP (K=5.6), the different slopes of the hip and the by wiping the sprinkler with a cloth or TY3187 P/N 51-620-1-200 roof, as well as distances measured by brushing it with a soft bristle brush. AP(K=5.6), along the slope verses horizontal in Care must be exercised to avoid TY3190 P/N 50-625-1-200 plan view must be accounted for. AP (K=4.2), damage to the sprinklers before, TY2190 P/N 50-624-1-200 • Avoid obstructions as shown in Fig- during, and after installation. Sprin- ure 16. If necessary, add Model AP klers damaged by dropping, striking, Sprinkler Wrench Sprinklers or Standard Spray Sprin- wrench twist/slippage, or the like, must Specify: W-Type 3 Sprinkler Wrench, klers to maintain coverage around be replaced. Also, replace any sprinkler P/N 56-895-1-001 obstructions. that has a cracked bulb or that has lost liquid from its bulb. For more informa- Specify: W-Type 20 Sprinkler Wrench, tion, refer to the Installation Section. P/N 56-000-1-106 Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 TFP610 Page 10 of 28 ROOF SPAN 6"(152,4 mm)MAX. ROOF SPAN (COVERAGE) 4"(101,6 mm)MIN.y (COVERAGE) SEE FIG.11 FROM WALL DECK AP or STANDARD BACK TO BACK SPRAY SPRINKLER STANDARD SPRINKLER / SINGLE DIRECTIONAL TRUSS SCISSOR SPRINKLERS 12 TRUSS / q 6,,-,--( SEE 4 12 22"(558,8 mm)MAX.® FIG.11 16"(406,4 mm)MIN. BOTTOM OF SHEATHING DRAFT FULL WALL TO DECK CURTAIN (203,2 mm) \ TO DECK FIGURE 1 FIGURE 2 6'-0"(1,83 m)MAXIMUM 7'-0"(2,1 m)MIN.FOR AP SPRINKLERS - 4'-0"(1,22 m)MINIMUM 6'-0"(1,8 m)MINIMUM FOR - STANDARD SPRAY SPRINKLERS TT— II II II II -1- ----1- --- II II II II I BB or SD ATTIC I I \ I I I AP or STANDARD I I ATTIC I I \ I I 1 I 1 I II SPRINKLERSII I I RIDGE I I SPRAY SPRINKLER SPRINKLER I I RIDGE v II 8 IId II II 1 BRANCH BRANCH LINE LINE TRUSS- CEILING TRUSS- CEILING / / FIGURE 3 FIGURE 4 22"(558,8 mm)MAX. BB,SD or HIP ATTIC BB,SD or HIP 16"(406,4 mm)MIN. SPRINKLER ATTIC -or- STANDARD SPRINKLER FORA ROOF PITCH TRUSS 18"MIN. LESS THAN 4:12(33%), — / 26'-0"(7,92 m) AP or 12"(304,8 mm)MAXIMUM ! (457,2 mm) MINIMUM STANDARD BELOW PEAK AND 1" /A\ N SPRAY (25,4 mm)MINIMUM SPRINKLERS BELOW BOTTOM OF TOP CHORD OR 7 ‘ RAFTER N SCISSOR ,46A%/ k TRUSS FIGURE 5 FIGURE 6 6"(152,4 mm) 6"(152,4 mm) MINIMUM r MAXIMUM y BB or HIP II II II II ATTIC I 1 BB,SD or HIP I 1 \ I / SPRINKLER 11 SPRINKLER RIDGE 11 I I I I I I I I I d 22"(558,8 mm)MAX. I 16"(406,4 mm)MIN. I BRANCH BOTTOM OF SHEATHING I LINE I TRUSS—II CEILING I / FIGURE 7 FIGURE 8 TFP610 Page 11 of 28 12"MIN:-.--F-12"MINA SINGLE DIRECTIONAL ATTIC `304,8 mm) f (304,8 mm) SPRINKLERS AS SPRINKLER + APPROPRIATE FOR PROTECTED RESPECTIVE SLOPE SPACE 6"MIN. (152,4 mm) DRAFT CURTAIN MIN. (SHOWN) /� is„;2803",2,—) OR FULL WALL TO ROOF DECK A 10EILING NON-COMBFRIBLE \\ % JOIST INSULATION FOR FIRE PROTECTION OF CPVC CPVC PIPE CEILING PIPE,NOT FREEZE &FITTINGS SPRINKLER PROTECTION \A B\ WHEN ANGLE"A"DOES FIGURE 9A NOT EQUAL ANGLE"B" FIGURE 10 PERMITTED USE OF ATTIC SPRINKLERS FOR MISMATCHED SLOPES NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED AP or STANDARD OPTION A / OPTION B SPACE SPRAY SPRINKLER / COVERAGE ON SLOPE t ',..♦••,' BB,SD or HIP — COVERAGE ON I HORIZONTAL \ ( 6"MIN. M I mm) / / 152,4 N. CPVC PIPE CEILING JOIST &FITTINGS SPRINKLER CEILING FIGURE 9B I \ NON-COMBUSTIBLE INSULATION ATTIC // CEILING ROOF JOIST FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER JOIST OR TOP CHORD NOT FREEZE PROTECTION PROTECTED SPACE AP or STANDARD VERTICAL SPRAY SPRINKLER RISE COVERAGE ON SLOPE / BB,SD or HIP --��COVERAGE ON 6"MIN. HORIZONTAL (152,4 mm) MAXIMUM 2"(50 mm)VENT tPERMITTED CEILING JOIST TOP OF 771— INSULATION CEILING CPVC PIPE ELEVATION &FITTINGS CHANGE — CEILING .-- FIGURE 9C // NON-COMBUSTIBLE ROOF JOIST INSULATION OR TOP CHORD FIGURE 9 NON-COMBUSTIBLE INSULATION FIGURE 11 FOR THE PROTECTION OF CPVC PIPE COVERAGE STARTING POINT AT EAVE TFP610 Page 12 of 28 7'-6"(2,3 m)MAX.HORIZONTAL SEE FIG.11 I I 1 — I I I HIP SPRINKLERS -- I I BACK PROTECT AREA ON ———— I TO BACK FIGURE 12 BOTH SIDES OF ——— SPRINKLERS HIP ROOF INSTALLATION i HIP RIDGE WITH RAFTERS FRAMED RAFTERS IN HIP SLOPE } PERPENDICULAR TO AREA PERPENDICULAR — HIP--- SLOPE ____ ROOF OUTSIDE WALL TO OUTSIDE WALL i f + \SLOPE (SHOWN WITH HIP b SPRINKLERS PROTECTING OUTSIDE— HIP SLOPE AND ADJACENT RIDGE LINE AREAS TO HIP SLOPE) MAXIMUM WALL 28.-0"(8,5 m) __ 1 I 1 I HORIZONTAL HIP I I I I�/ 1 1 RIDGES _ 1 I I I . I ; I 1 1 1 1 1 1 1 1 6'-0"(1,8 m)MAX. 3'-0"(0,9 m) SEE FIG.11 3'-0"(0,9 m)MIN. MAX.ON ON HIP SLOPE HIP SLOPE FIGURE 13A 6'-0"(1,8 m)MAX. f _ f 6'-0"(1,8 m)MAX. HIP ROOF INSTALLATION WITH TRUSSES FRAMED STANDARD SPRAY PARALLEL TO OUTSIDE WALL SPRINKLERS INSTALLED (SHOWN WITH STANDARD PER NFPA 13 IN HIP SLOPE BACK SPRAY OR AP SPRINKLERS AREA WHEN TRUSSES I TO BACK IN HIP SLOPE) ARE FRAMED PARALLEL I I rS SPRINKLERS TO OUTSIDE WALL i I • TRUSSES IN HIP SLOPE AREA i11 HIP "t WHERE AN AREA PARALLEL TO OUTSIDE WALL (SHOWN NON-SHADED) I SLOPE I� 1 ,.,wt, �-p ROOF IS PROTECTED r I f . SLOPE WITH AP SPRINKLERS, I S I 1 1 I I I I CPVC MAY BE MAXIMUM OUTSIDE WALL I I • USED FOR CEILING I 1 RIDGE LINE PROTECTION BELOW 40-0"(12,2 m) SINGLE I : f;iiiiis `If:` `1 ':IIi HORIZONTAL - DIRECTIONAL 3'-0"(0,9 m) SEE PAGE 6 r ROOF SPAN SPRINKLERS I I � :; MAX.ON (COVERAGE) I HIP SLOPE HIP RIDGES 1 3'-0"(0,9 m) < �.. MAX.ON CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP SLOPE FOR CEILING PROTECTION BELOW(SEE PAGE 6) STANDARD SPRAY f 6'-0"(1,8 m)MAX. SPRINKLERS INSTALLED n, rA , PER NFPA 13 IN HIP SLOPE I ♦ I I 5 AREA WHEN TRUSSES I T I 1 ` ARE FRAMED PARALLEL �� 1 1 I ". BACK TO OUTSIDE WALL I' I I 4` vO.7 , TO BACK I I• SPRINKLERS FIGURE 13B HIP ROOF INSTALLATION TRUSSES IN HIP SLOPE AREA I • � , WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL --1 HIP I61: 4 PARALLEL TO OUTSIDE WALL OUTSIDE WALL SLOPE ROOF 1,� SLOPE (SHOWN WITH STANDARD I I SPRAY OR AP SPRINKLERS IN 1 ` . WHERE AN AREA HIP SLOPE AND ADJACENT (SHOWN NON-SHADED) �1 RIDGE LINE AREAS TO HIP SLOPE) IS PROTECTED / I `' 4:, • WITH AP SPRINKLERS, I• i CPVC MAY BE I USED FOR CEILING `� '` ,1 PROTECTION BELOW • �,p 3` (SEE PAGE 6) CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP RIDGES FOR CEILING PROTECTION BELOW(SEE PAGE 6) Si 31:inOld Sa3T>INIadS dV (9 1E Vd 33S) HOd a31N3O NO MO138 NOI±O310ad (w 0'£ 01 w 1`6 ONn130 HOd b3ab „0-,0I- 01 „0-,L aHCIVHS NI a3Sn 38 AVIN 3dId OndO (w 0'£) < \11N. 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SPRINKLER ANY SPRINKLER (88,9 mm) 36" MIN. DISTANCE AIR SPACE (914,4 mm) NO 1\\\\. GREATER / S\N\N ADDITIONAL 6" MAX. THAN 6" SPRINKLER 4/\ NN 1 (152,4 mm) (152,4 mm) iiNN REQUIRED \ ADDITIONAL AP / / \\\/ // " \\ / ARD SPRAY SOR PRINKLEDR REQUIRED 4 f ` ____x (LOCATE PER FIGURE vr 14A girl FIGURE 16A FIGURE 16B There can be a maximum of a 6 in. (152,4 mm) high Horizontal Obstruction as long as it is 36 in. (914,4 mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger, there must be a sprinkler on the other side of the obstruction. Refer to Figures 16A and 16B. This criteria does not limit the top chord of the trusses or the depth of the raf- ter, but does limit the obstructions that run across the trusses or rafters. BB ATTIC SPRINKLER Dimension A Distance B Additional Maximum Minimum Sprinkler 6" (152,4 mm) 36" (914,4 mm) Required MINIMUM Horizontal Horizontal MINIMUM Beyond NO \, Dimension of Distance to ADDITIONAL Obstruction Obstruction Obstruction SPRINKLER REQUIRED /\ NNN All Vertical Obstructions < 6" (152,4 mm) YES 1/2"-1" (12,7 mm-25,4 mm) 6" (152,4 mm) NO // 1"-4" (25,4 mm-101,6 mm) 12" (304,8 mm NO / 111 4, (1,2 'N\NI MAXIMUM 4" 8" (101,4 mm 203,2 mm) 24" (609,6 mm) NO 8"-10" (203,2 mm-254,0 mm) 5'-0" (1,52 m) NO FIGURE 16C 10"-20" (254,0 mm-508,0 mm) 10'-0" (3,05 m) NO LESS THAN BB ATTIC 20"-30" (508,0 mm-762,0 mm) 15'-0" (4,57 m) NO 6" (152,4 mm) SPRINKLER 30"-40" (762,0 mm-1016,0 mm) 20'-0" (6,10 m) NO 36" (914,4 mm) ADDITIONAL AP �� MINIMUM 40"-48" (1016,0 mm-1219,2 mm) 25'-0" (7,62 m) NO OR STANDARD SPRAY > 48" (1219,2 mm) Any Distance YES SPRINKLER(S) REQUIRED (LOCATE /\ /,��� PER FIGURE / ` Lii 14A OR 14B) // \\ i GREATER THAN DIMENSION A o // F \\h4'-0" (1,2 �\ PER TABLE DIMENSION B -\\ "I FIGURE 16D PER TABLE ADDITIONAL AP OR STANDARD SPRAY SPRINKLER REQUIRED If the Horizontal Obstruction is below the sprinkler, there (LOCATE PER FIGURE must be 6 in. (152,4 mm) clearance over the top of the OR 14B) \\,,,, obstruction, and the obstruction must be 4 ft (1,2 m) or 11// // 14A \1// \ less in width to allow water to pass both over and under the obstruction. The clearance is measured perpendicu- FIGURE 16E lar to and from the bottom of the rafter. If there is not 6 in. must be located on the other side of the obstruc- For Vertical Obstructions, the maximum dimension of the tion. If the obstruction is greater than 4 ft (1,2 m) in width, obstruction is its width and the horizontal distance away a sprinkler must be added below the obstruction. Refer from the obstruction is measured horizontally. to Figures 16C and 16D, where the maximum spacing for AP Sprinklers is 12 ft (3,7 m) and Standard Spray Sprin- klers is 15 ft (4,6 m). FIGURE 16 (1 OF 2) OBSTRUCTIONS TO WATER DISTRIBUTION ® BB, SD AND HIP TFP61 O Page 15 of 28 FIGURE 16F FIGURE 16G AREA OUTSIDE OF MECHANICAL SPACE PIGGYBACK TRUSSES OR SIMILAR COMPARTMENTAL SPACE When a BB Sprinkler can be installed below or between When a BB Sprinkler is 36 in. (914,4 mm) or greater above stiffeners and maintain the 16 to 22 in. (404,4 to 558,8 the space, and 36 in. (914,4 mm) or greater clearance mm) distance to the peak, as well as the "V" and "H" above the space is present, additional sprinklers are not clearance to the stiffeners, additional sprinklers are not needed. required. When a BB Sprinkler is 36 in. (914,4 mm) or greater above When the stiffeners are located a minimum of 12 in. the space, and a 12 to 36 in. (304,8 to 914,4 mm) clear- (304,8 mm) below the BB Sprinkler, the stiffeners are ance above the space is present, Intermediate Level Stan- 7-1/2 in. (190,5 mm) maximum in width, the openings are dard Sprinklers are to be installed to protect the obstructed 12 in. (304,8 mm) minimum, and there is 70% minimum area. open area, additional sprinklers are not required. Otherwise, the area beyond the mechanical space is to be Otherwise, additional sprinklers are required as shown. protected as shown by installing Standard Spray Sprinklers as necessary or by constructing a shear wall and installing P"V" H SD Sprinklers. V BB1 BB2 BB3 Note: In all cases, the mechanical space or similar compartmented g 1 <1 • 0 0 0 0 space is to be sprinklered per its respective hazard rating and sep- 1-1H V > 0" V+ 15" V + 10" V + 8" arated from the light hazard attic space by construction that has a fire resistance rating based on the water supply duration required for the hazard rating within the mechanical space or similar corn- BOTTOM STIFFENERS partmented space. PLANE OF STIFFENERS BB ATTIC SPRINKLER "v' 22" (558,8 mm) MAX. 36" (914,4 mm) --i \ 16" (406,4 mm) MIN. OR GREATER \ 1 NO \ 0 t r \//// ADDITIONAL 36" (914,4 mm) SPRINKLERS REQUIRED AOR GREATER Io N STANDARD MECHANICAL TOP OF BB ATTIC SPRAY SPRINKLER I SPACE DEFLECTOR SPRINKLER 4" (101,6 mm TO BB ATTIC 70% MINIMUM ) �— SPRINKLER /!%%�\ OPEN AREA 6" (152,4 mm)TYP. 12" (304,8 mm)TO 36" (914,4 mm) STIFFENERS o N 36" (914,4 mm) OR GREATER 3-1/2" MIN. 12" MIN. INTERMEDIATE \ N (88,9 mm) (304,8 mm) LEVEL AIR SPACE STANDARD SPRAY BB ATTIC i SPRINKLER ASPIR\\ER >%\\ // NNTI 8 T STANDARD (MECHANICAL 4" (101,6 mm) TO 7-1/2" MAX. _ 12" MIN. SPRAY SPRINKLER SPACE 6" (152,4 mm)TYP. (190,5 mm) a (304,8 mm) ( / BB ATTIC BB ATTIC LESS THAN SPRINKLER STANDARD SPRINKLER OR 70% OPEN AREA, SPRAY SPRINKLER STANDARD SPRAY OPENINGS LESS THAN SPRINKLER 12" (304,8 mm) WIDE, OR STIFFENERS INTERMEDIATE GREATER THAN LEVEL 7-1/2" (190,5 mm) STANDARD a / WIDE SPRINKLER A ri 0 /NICAL SPACE PROTECT WITH ADD SHEAR WALL AND STANDARD SPRAY -OR- PROTECT WITH SINGLE (774 SPRINKLERS DIRECTIONAL SPRINKLERS SINGLE INSTALL SINGLE DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER FIGURE 16 (2 OF 2) OBSTRUCTIONS TO WATER DISTRIBUTION o BB, SD, AND HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as Shown) TFP610 Page 16 of 28 3 0"MAX. AP AP (0,9 m) 6SPRINKLER SPRINKLER AP � AP SPRIG 10'-0"MAX. SPRIG ill 6"MIN. (3,0 m) 6"MIN. JOIST (152,4 mm) JOIST 1 t (152,4 mm) FIGURE 17A EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE OVER I t____12"MIN.�j 12"MIN. I 12"MIN. I /12"MIN. JOISTS (304,8 mm) (304,8 mm) (304,8 mm) (304,8 mm) NON-COMBUSTIBLE 1 NON-COMBUSTIBLE \ INSULATION FOR FIRE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PROTECTION OF CPVC CEILING PIPE,NOT FREEZE PIPE,NOT FREEZE PROTECTION PROTECTION OPTION A OPTION B 3'-0"MAX. AP AP i(0,9 m) N SPRINKLER V- �1 I� IP i SPRINKLER Aqp 10'-0"MAX. l AP SPRIG (3,0 m) SPRIG FIGURE 17B EXPOSED CPVC WITH AP SPRINKLERS \ ! AND BRANCHLINE WITHIN JOIST \- JOIST JOISTS 6"MIN. NON-COMBUSTIBLE 6"MIN. NON-COMBUSTIBLE (152,4 mm) INSULATION FOR FIRE (152,4 mm) INSULATION FOR FIRE PROTECTION OF CPVC PROTECTION OF CPVC PIPE,NOT FREEZE PIPE,NOT FREEZE CEILING PROTECTION CEILING PROTECTION OPTION A OPTION B OBSTRUCTION OBSTRUCTION AP A L SPRINKLER C \\\ SPRINKLER AP C \\ It A>_3C or 3D D A>24"(609,6 mm) I p y, III -- (Use dimension C or D, 111 Ifffrr whichever is greater) ELEVATION VIEW PLAN VIEW Minimum Horizontal Distance Vertical Distance FIGURE 18 Below Deflector OBSTRUCTIONS TO WATER (A) (B) DISTRIBUTION FOR >6" 3" mm) MODEL AP SPRINKLERS A >6'to2,o 9" (7s,2' (>152,4 mm to 228,6 mm) (101,6 mm) g >9"to 12" 6" (>228,6 mm to 304,8 mm) (88,9 mm) AP >12"to 15" B" SPRINKLER (>304,8 mm to 381,0 mm) (203,2 mm) >15"to 18" 9-1/2" OBSTRUCTION (>381,0 mm to 457,2 mm) (241,3 mm) >18"to 24" 12-1/2" (>457,2 mm to 609,6 mm) (317,5 mm) >24"to 30" 15-1/2" (>609,6 mm to 762,0 mm) (393,7 mm) >30" 18" (>762,0 mm) (457,2 mm) TFP6I O Page 17 of 28 A = 6" (150 mm) MAX. A B = 12" (300 mm) MAX. A B A ' ANGLE SPRIG B A RMOVER SPRIG ARMOVER00, :4 BRANCHLINE BRANCHLINE ‘' rr VERTICAL SPRIG r' DIRECT MOUNT VERTICAL RISER VERTICAL RISER FIGURE 19 HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers, the maximum area of attic protected by AP Sprinklers is limited to 3000 ft2 (279 m2) in any single area. Areas must be separated by a minimum of 15 ft (4,6 m) by an area protected by BB, SD,or HIP Sprinklers, in order to be considered separate areas. The hydraulic calculations have been divided into three parts as follows: © FIGURE 20-A: "Attics Protected Entirely 'zy BB, SD, and HIP Attic Sprinklers". 20-A-1 (Page 18) BB Sprinklers 20-A-2 (Page 18) BB and HIP Sprinklers 20-A-3 (Page 19) BB and SD Sprinklers 20-A-4 (Page 19) SD Sprinklers 20-A-5 (Page 19) SD and HIP Sprinklers 20-A-6 (Page 19) HIP Sprinklers o FIGURE 20-B: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And AP Sprinklers". 20-B-1 (Page 20) SD Sprinklers and AP Sprinklers At The Ridge 20-B-2 (Page 20) BB Sprinklers and AP Sprinklers At The Eaves or Beyond An Obstruction 20-B-3 (Page 21) BB Sprinklers and AP Sprinklers At The Hip 20-B-4 (Page 21) BB Sprinklers, SD Sprinklers, HIP Sprinklers, and AP Sprinklers At The Hip 20-B-5 (Page 22) BB, SD, or HIP Sprinklers and AP Sprinklers in a Dormer, at a Cross, or at an ElI 20-B-6 (Page 22) BB,SD, or HIP Sprinklers and AP Sprinklers Separated By Compartmentalization o FIGURE 20-C: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And Standard Spray Sprinklers". 20-C-1 (Page 23) SD Sprinklers and Standard Spray Sprinklers At The Ridge 20-C-2 (Page 23) BB Sprinklers and Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20-C-3 (Page 24) BB Sprinklers and Standard Spray Sprinklers At The Hip 20-C-4 (Page 25) BB Sprinklers, SD Sprinklers, HIP Sprinklers, and Standard Spray Sprinklers At The Hip 20-C-5 (Page 26) BB, SD, or HIP Sprinklers and Standard Spray Sprinklers in a Dormer, at a Cross, or at an ElI 20-C-6 (Page 26) BB, SD, or HIP Sprinklers and Standard Sprinklers Separated By Compartmentalization MODEL BB MODEL SD MODEL AP BACK TO BACK I SINGLE DIRECTIONAL 11 MODEL HIP O OR STANDARD SPRAY FIGURE 20 HYDRAULIC CALCULATIONS NMOHS W31SAS IWIO t0; %; : .0 .1eN e /reigie rr / q. ` r ! i r �� ' r r: • . : r r% / rrr. / /ft % / ✓r 1:•e• { .`.i r 4 f f {.• r. r• A / fff r, fISO. 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Snld . \\\\ \\ \•rN� ' ! i ,+ sielNuuds 89 GAR 6ulpU W0p 3O0I �i \\ \\ \ \\ \ �\ \\\*N,\ \\ \ .\ 4 L I I S M,1�1\\ \ �\ 11 •�\ -\: , 11\ soua a a no : sI.ua s�( a o -\1\�\ \ \\ti ;\\1111\ \ :\\1\\ :1 \ \\ 1\\\\\ \\\\\\ \. \\\ \\ Sd3.��HIddS 1\\ \\ _ 1111\;1\ \,,\\\\ \\ i \\\ i \ \ \ \ 11\1\1 ©S GNV ES •� � f( OZ 3df Old N OI to n El1S8O \\\ \ \\ . \\\\ \ \\\\\\\\\\\ ti\ \ \„„„ \ \„.\ \\ \\\\\\ \ \\ \\\1 ;\\\ \` \\\\,\,\\\\ \\\ 8 11. 0 6 fl % ed Page 20 of 28 :iiiiiiiiiiitiiiivaiiii::iii::;:;:;s tiiiiiiiiiiG.*:*;:iiiiiiiiiiiiiL:iitiG:itiii::i::iiiii::�iii::ii4:iS:i{}::<itiv:ti::�Cii�Viiiiii<i::fLtL:XiiiL:i :i::ii::iiiiiiiii::L....,iii ,,,,{µCif{iiiiii..........„tiitiiiiiCiL.:aLiiC.LLitiiiiiLiC::{iiiiiifii...i4:iiv:i{iLi::„... .:L:iiiiii::i:: :::i4:i..•.,,i::iCi:_tiiii,,,..e Q�{Yan{iiti.,:i..:,,,:.:;:,iiiiiCtCiiiiitii�C :,::,.:i{itii::iCaiit{i{i\tCLiCii•:.•J.ii::�i::iiti::iitiiii �::.XCiiiii •A'::.... 1'•Y !r_•• .. • .0 • 1':'.•: . .. ... Y: .Y:r: : :. .Y::: .4.. ..V:. .Y. a14V4LL:t a:i%.yV�/� r./����y/y /�ty(l'.l1ryl•'�V��\�;V VILV UY VCCCCCCG'U•..,CCs 'UYYYYY:YVVV <Ui%CAa...IYYYY (.�.g � /y p({� C \A ® I rr al{\IKKY\IIKV{IIK.Z.M. \♦,♦atiff.t4trdj\K\ \NLlilVai{44t.:Z@•:C{l\tii{L.43•74CULiitiCCiCLLCICCCLCL{V:CL{L{CiiKr•:::.• % 'Y•' Cl L. Od ! 0 E 20- B _ I s sip M■ R I NKL L R s :xii-0Q'r,dm...... ttsmti i' {Q t j{i1:: \4,uukiull\:1 .1L1::w L :11:4 : 1 : \ \ 1 1:: 1: 1 \ {v «CL lr:. A'V. r.. • • 1..:K • tC}fit{Z•�,• ,tA •.r'iK\41G_Ci{i0.tlit:}}}{}ij}ti{yltwu:CCLi}}C:\}).}):::y}::)}y:iCiyiii�}}}):•••••••••:ii• ® AP SPRINKLERS �qy /�'.'!� 1 THE .. , ....a,Z^,Y •i$' • C� .. is ii{ Lys...ai f{tiC}yyyyi; yytiJJ:ii: G:iyii{iC•:iC•'}'i•{',Y' uk•:CiC AND �/ 1 R I NKL BR S AT T I ■ i. ,�LQC ' 5r{':S-CL\Qii t,,; � t • i:u' r.11,.ii{i{4 21K41:1\.. t11• 1:11:1:▪1 k.�11.\i:i:. •k)L411\.n u{i1 %- �YRL.�\{7{tiY�iC�___.\<LCCEMi___.{��{\\LaCZ_.__4{C{C{{{CA.__:::::{{G::: �.G{{C{{{:::1 _u:{{i•_{:{:___.:Y_itiuti{• ___Yir • RIDGE ... .... ....... . .... ........ ... ......... ............ ........ .... - ...... .. ... ......... ... ..)>< -0 , •.l.. 444 ry.. a r rn4 ,1 .1 , , , ri i„ NN ',{{Ir /ff J / 4 ryL{i{L{4{4ir , { { , { r { i 4{{i i .i i 41444 i {i• 4 i •>>rT5rir ii1»». si*>3%*444i :0:4 •XA?), A ?•.m. *>) w.-6.rSA w4)JY ) > *).&$.i ..s. A%) L>% ..*0. Q > ;* ))A4kmm } } i } 5 }Zi * ,>}?)'•w ?).% } yfp>.?)})i}5YhSi>%Sf5{>r}{5) ?5.? )}5 ?›.T>i5i55555JS5} rAr)i){)S ?Sr {Si RIDGEA , ) ? , •) >)){>) 5y 4..mi ,04 ., q/} A) ){>r>A „..0. r)r5h .i %5{> irr>r5rrto . . AArri){>i)r )r)i ® Wet Systems : Calculate the most \ l •, „/>`r> Af \{>At>r) 7% Ai) % }A > ) rAA • r + >A{> > r» A % AA »LA > %, :„,„, .,A % • . •>)�}1 .# )>))}Z y)„.}>}>}>1>)>i)})i}A).;,)S)}i5)))Si})S)))».,,ii)y5?)>)))>S>)555).•,i>,>h.')',))>)>)>,))....)Si Shi • , ' 1) sq ) , 11 i)AA)),5,>jYrijYi5,5,>A,j»{),$•;s:; rSri{ x$•;5{>AAAA{i.;0.; rLyrSAhr) •;$•; i)<>i>)»li5) demanding fivesprinklers of one .. . :5)) :,fie r ., .. > {}{5)S))%)Ar)r) !{))5})}Sr)}>)ir)r)ti)A,Srk5r5r5%rr)r{{5r )JhrS{)r5r)r5h%)r)r5r5rlr>{5i>{>r>rSrY 1)}>A{>i)i1•i5j)>)%Y%}{>..)%)%)r))*,x4. >r$, %»),%>}>{),SiS,SrYi}%,,,s,i*,,,,,...*\AAi){>r) ),...,){>,,,,$,Ar)rSAr>r>r {>{>r>r>A))) type . Use the most demanding }>�5>)»>5»>)1>.>}>,1»>5)>%»,„,)>Si>,>1>» »>,..4,5»;>,>,))>)) »A.; i.:4- ))>)7)viw.5 »)i:4,>>3r?) }}'h>5}>„„„„'A'„,„,„„„,. calculation . I I I I I V V V V V W 11 I • Dry Systems : Calculate the most WALLS DRAFT OR demanding nine SD Sprinklers , CURTAINS and then calculate the most DRY SYSTEM SHOWN demanding seven AP Sprinklers . Use the most demanding calcula - tion . See the adjacent figure . IV.v• .Y.V.'(•V.Y•Y.V.Y.Y;Y.Y.Y.C(N.Y.Y•Y.YN.V., •.) V V v . .v . . • • • VV1YP ( .r5. .Mf YY - '•Y•,&Y• . ,,{.Y:Y. 15 !C�VtiY \�Y v v< . � . .v. .r : v . 4YN• YYYYY.YVrs YriYYYYYYYYVY ,NNKYYYYYYYVYY , ! 1YY1(YYYY \ YYY ,• • • • • • • • RIDGE '•YN;Y.);.V•Y.YA:;ice"".Y.Y.V.Y.Y•Y.YNN,1i.Y•Y.Y.Y.Y.\•.V;Y.Y.11Y.Y.Y.1f.Y.Y.Y.Y.Y.Y.Y.Y.Y.Y.YA'.Y.Y.YN: - i'• . . V • ® • • • • a DRY SYSTEM SHOWN FIGURE 20- B .2. BB OR SD SPRINKLERS AND AP SPRIN- KLERS AT THE EAVES OR BE ;� ,;� • OBSTRUCTION POND AN OBSTRUCTION : { ® Wet Systems : Calculate the p : :. .; RIDGE most demanding five BB or SD ; l r 4 0 ' tr. t 1 E i Sprinklers plus up to two most demanding AP Sprinklers . ® Dry Systems : Calculate the most .. demanding seven BB or SD V Sprinklers plus up to two most . . . . demanding AP Sprinklers . See the DRY SYSTEM SHOWN adjacent figures . +:Y.Q.Y.Y.Y.Y.Y.Y.Y.1•.Y.Y.•,.Y.Y.V.Y.Y.V.Y.1•.Y.: '< C. '.Y.V.KY.YA•.Y.Y.Y.Y.Y.Y.Y.V. :r.Y.l•.Y.Y.I'.V.\ V V V V r V M1Y.YYYYV Y \.YYYYYY..SYY YYV.V YYY Y N Y V Y YYY V ;\ Y ▪ ...:Y\ Y \ YYYVY .. YYI,� V V • Y V V .J . N.Y.Y.Y.Y.X4C.Y;1(•Y.Y:Y.:4•XiS;Y.Y.Y;Y.Y.Y.N.Y.Y.Y.Y.Y.Y.S.Y.Y.Y.Y.1..Y.\(.Y.Y.:L;1.Y.Y.Y.Y.Y;V.1.,V.Y;1!Y.V. V V V V V'. V V V V .. • • • .y .. . •V • v . , M1Y;1l.Y.Y.V.Y.YN.V.V.Y.Y.YNAhY.Y.Y.Y.Y•) 4;:11. Y.Y.Y.VSY.Y.Y;Y.Y.Y.Y.Y.V.Y.LY.Y.Y.HY.Y.Y.Y.Y.Y.Y.H.Y;Y. yJ . � . .. '.Y•V.Y;Y.Y.Y.Y.YN.YN.Y• N.V.Y.I'.Y.YA'.YA(•Y•Y•Y.Y•Y.YN.Y.\'.Y•Y•Y;Y.Y.Y.Y.Y•Y.Y.Y•{'.Y.Y;Y0401.:Y.Y•Y.Y. :Yit.Y.4.Y.Y.Y.Y.1AY.Y•Y:Y.Y.1f.Y.YX.Y.Y.Y.C•W.V.Y.Y:Y.Y.Y.Yf,.Y.Y.Y.Y.V.Y: .Y.YN:YS'.\ll•.Y.l•.Y:YA'.Y.• DRY SYSTEM SHOWN TFP610 Page 21 of 28 FIGURE 20-B-3. AREA 2 AREA 1 AREA 3 BB SPRINKLERS AND AP SPRIN- WITH AP WITH BB 1 WITH AP -- KLERS AT THE HIP SPRINKLERS SPRINKLERS SPRINKLERS Where the total number of AP Sprinklers STAGGERED • • ;411 at the hip is greater than four: SPACING WHEN• Wet S stems: Calculate the most MORE THAN • •y ONE ROW • demanding five BB Sprinklersplus the two most demanding • • AP Sprinklers. Then calculate the most demanding area up to £ • 1500 ft2 (137 m2) having AP Sprin- I • • klers, for example, Area 2 in the 1 adjacent upper figure. Use the most I • • • • demanding calculation. MINIMUM • Dry Systems: Calculate the most SEPARATION demanding seven BB Sprinklers 15'-0" (4,6 m) plus the two most demanding AP Sprinklers. Then calculate the most demanding area up to 1950 ft2 (181 m2) having AP Sprin- klers, for example, Area 2 in the adjacent upper figure. Use the most demanding calculation. FIGURE 20-B-4. BB SPRINKLERS, SD SPRINKLERS, HIP SPRIN- KLERS, AND AP SPRINKLERS AT WALL OR THE HIP DRAFT w . CURTAIN i • RIDGE' Where the total number of AP Sprinklers *: at the hip is four or less: M • • Wet Systems: Calculate the most de- el manding five BB, SD, or HIP Sprin- klers plus up to two most demanding .. AP Sprinklers. • Dry Systems: Calculate the most DRY SYSTEM SHOWN demanding nine BB, SD, or HIP Sprinklers plus up to two most AREA 2 AREA 1 AREA 3 demanding AP Sprinklers (Of the WITH AP WITH BB &SD WITH AP nine BB, SD, or HIP Sprinklers, SPRINKLERS SPRINKLERS SPRINKLERS calculate up to a maximum of seven , BB Sprinklers, see adjacent upper figure). - Where the total number of AP Sprinklers \ i'\\-:. - at the hip is greater than four: • . . . . • • Wet Systems: Calculate up to the most demanding five BB, SD, or - HIP Sprinklers plus the two most V demanding AP Sprinklers. Then calculate the most demanding area up to 1500 ft2 (137 m2) having AP Sprinklers, for example, Area 2. Use MINIMUM the most demanding calculation. -- SEPARATION 15'-0" (4,6 m) • Dry Systems: Calculate up to the most demanding nine BB, SD, or HIP Sprinklers, plus the two most demanding AP Sprinklers, and then calculate the most demanding area up to 1950 ft2 (181 m2) having AP Sprinklers, for example, Area 2. Use the most demanding calculation. TFP610 Page 22 of 28 AP • SPRINKLERS (4 OR LESS) t FIGURE 20-B-5. BB, SD, OR HIP •� SPRINKLERS AND AP SPRIN- KLERS IN A DORMER, AT A CROSS, AT A HIP, OR AT AN ELL Where the quantity of AP Sprinklers • in each dormer, cross, or ell is four or less (see the adjacent figure) and all AP 40 of the dormers, crosses and ells meet SPRINKLERS the maximum four AP Sprinkler crite- (4 OR LESS) ria, calculate the BB, SD, or HIP Sprin- kler demand as described in Part A-1 through A-6 or Part B-1 through B-4, • plus up to two of the most demanding AP Sprinklers in the dormer, cross, or • ell that is adjacent to the BB, SD, or HIP Sprinklers that are being included in the • ; • • • ; ! • demand calculation. Where the quantity of AP Sprinklers in • • any dormer, cross, or ell is greater than • four, refer to Figure B- 3. go. AP •-� AP SPRINKLERS SPRINKLERS (4 OR LESS) ® • (4 OR LESS) • • FIGURE 20-B-6. BB,SD, OR HIP • • SPRINKLERS AND AP SPRIN- • KLERS SEPARATED BY • COMPARTMENTALIZATION • • RIDGE Wet Systems: Calculate the BB, • • • • • SD, or HIP Sprinkler demand as described in Part A-1 through A-6 or • • Part B-1 through B-4. Then calculate • WALL the most demanding area up to • 1500 ft2 (137 m2) having AP Sprin- • • klers. Use the most demanding calculation. See the adjacent figure. • • DORMER • Dry Systems: Calculate the BB, BUILT ON TOP SD, or HIP Sprinkler demand as OF ROOF OR described in Part A-1 through A-6 or RIDGE SHEATHING Part B-1 through B-4. Then calculate • • • • * • • • • • the most demanding area up to 1950 ft2 (181 m2) having AP Sprin- klers. Use the most demanding calculation. See the adjacent figure. Page 23 of 28 F/�-'I(/II��/�/'�)�rr(II� ///nI ! - �/p/ (7 :::y?:y?:;?:$;: }?:^Sy'SJr`,S•1.1}'•C�C:;FY:}v};t;}��:;1,'ylyXyl,'^t�S?:?:}?:F:ti,F:A�•A^•�,�G:Ftij;y�.1•}••?'�•�1''Y:1��y�•\�'\�:t?:?:ti:g:y?:F:Q%A/^Gy?:f VI IJ RE I:m0 C-1 SD SPRINKLERS �1 tY}1A 11ttVKr^r(��5! {{��]/�'17•�1 f{}!��-:r Y�?^%I! <]�",t\•}\t\\�Q}r!'�/r�r�/,r���•r:::}y'r•.?'r <<]]��'' r�'MFF" '?" •""LY"Y� ! �'S\}YY YJXnli 1A•5�O-}?{YSSTY\A.yA.Yf\�VTYt�}t\Q:n�•�z•t1�.f.•YSVh}Y•�•t1V.1�,Q•P Pr J�• Jtih'K•: ,:t''A\•' ^:5 l it. : \ •Y• .4,:1i:`S.^.t\iY X �} :Q .tv: {:i\: .{L Y {:i{:�.?f. 0•�}:�''x r.i;l•/. R;.. �f>>?}/. `i-St:..:...:.'�.�,�Xc�J.� F 'S�Fi: F�':F;�'1.�T}...R..}.F�}.....0�r. }:F•.�. t::: ^:�:.: : ;�. .}•'ti ;§ \:}?:\:4.1 'C•'.;J'.9S 4' ^' 4:t\:4:: ::!:y\:}t y,•'s.••.ti. .'• tk:i AND STANDARD SPRAY SPPIN� �. ( ;��:•• n _. :F.. . }. }.....r n .:• f :,';�{ ��:....�.n. n r.� :.,:'. ti h�{h'�,}. �T: :}Y•.9: .t;/X ZL• ^' \}}:tit:?: v :4S A J\� t,}?:??.;,:'.Svt. yi'ti.i\S•"' t.y?:tti',:ti !{�[;f{: •v r. /: F}:},,,,•}. .'�, .`(](;/• �,,%:,y:,[p' rri`! /.r.r.• r..:... S•�}Y }M1'J.•h �' ��� �h��N��,-Q.�\: :�A: �•x'J.•T': Q: •1'1'1't ''K. •\� •�• Y41' YA•�\•X�•}l•Y•}:1,�.7: KLERS (//(I��///(I,-y�g5� //�p■�w(■/��+ THE RIDGE F:i:j:?:,$:.0.:J?'f,.\ti(-r JX. Q:�ryS:�T:4'41:C�t�.io •:}':}R:'fy,4:tv: .i.?/.r.•(AC:}{:}%.,§:\:t'.\.A•T.y?.yia.i S�t:i:R:}.$:,,i•'K U �1�f`-�Y 11 4 ■■ ■ Y 4 E '::§: :}?:• it::$}^.f ): 1'• 1...: i''x.(1�t.1,' : p.ip ..,YQ T:� M�•� \i �•�' ; :cs.,;n Y1T:QSt?:\.}?.. .^}�. A A •ZS:S:}l ,%Afl.:l CiV\::P: l,:i.k?:• O:}C.V.V. A' .Vfl ..,t: 'P;..:. .Y..V.V.V. r VV 'V.V. 1YJv.vn�t.Yh•nti•v •.v.\•.•A-,' ri•$•K•K•�Xvv.v.v.v\Jri•n•�i{•:vri•A-.v.v\\.Y\1Y.Y.Ytif1':l':1':1SY.YA A'X•�\':1 rJA':i•K': O ss`i'3 "�3"`iti5i> y'3:'f''3`>''i'f3:f'' `f#``}'`>s.'3'3i'f''"\i5t.i'>kfss.fss�: `'3's `'y s` '`'' " ::'.i''.` s i3> Wet Systems: Calculate the most Ott, t , � ��� t< �+ ,f, < ,{{{{{{�,<:' y{ I ` `tx `: f� fff fSS� f f�f S } f C{u ffSS<SSzi 2SS f fff fU " Sff fTf demanding fives sprinklers of one ff ff $ ��C f f �$$�� �f,�f i } fffSrff;f f fS.. V. . $St$•1kS.< RIDGE {f S�f#f �t.bt. �+t•{tt�S{ fS52��fNt`• S:�tf ff �tr {� �SSf;�yi2f f` � � ` ff.� �2. t t. ftf•.tif g p �f�f�N> �f}f$f�f f��} . • ��f�$f,•k xf<fT>; f • s}\f f�; �.$. ��• f f fr f rr � •> 'f �r.t � { 'k<t � L� type. Use the most demanding fx f f}f S f,*:. f rf fsa f f $A '.f�f \ t f t1, t >, f .serf:{ f�} i t fk # $fit},, ,t� g Zt f t } Stf f f .. { ft}ff{f${4{ t,}$ t f{3f�f •<j.$�'S}•. , . `{ }t •. ycalculation. > >k;,;«>$>��y • >� ' � > y>f { .�< r�.•:� � o Dry Systems: Calculate the most demanding nine SD Sprinklers. Then WALLS DRAFT R calculate the most demanding seven CURTAINS Standard Spray Sprinklers. Use the DRY SYSTEM SHOWN most demanding calculation. See the adjacent figures. FIGURE 20 C-2 BB SPRINKLERS AND STANDARD ANDARD SPRAY S "RIN :. . ..; OBSTRUCTION KLERS BEYOND AN OBS T R v(CTI©N i • Wet Systems: Calculate the most RIDGE demanding five BB Sprinklers plus ; . ! ; up to two most demanding Standard Spray Sprinklers. • Dry Systems: Calculate the most demanding seven BB Sprinklers plus up to two most demanding Standard Spray Sprinklers. See the adjacent DRY SYSTEM SHOWN figures. FIGURE Q�q_ BB SPRINKLERS® FIRST CALCULATION gATION ry FI\Y!URE 20-C-3. BLS S! RII KLERS r r 'r" f/.7rf Jr r :r fr ig r.'. / � /_ 1 AND{� I n ® ® J/ /f /,f�/f /r� {/f / /f f ® ��1 l9®A •' �r �A / ����I tl �/f/6",,:fr / f/ .r. / . .N/� i / / / r r LERSAT THE HIP ® f, r / /. 11) /7/ �. / r. r /�� Where the total number of standard • f "` � `,:`.. � ' • ,. ,- RIDGE / spray sprinklers at the hip is greater ,;�.7/;f.r I. vy� rJ , than four: ® ♦./ r ♦.�,f.: %,,`N, ,, ,f.// / v, • Wet Systems: Calculate the most /r ..r Y e. r ' r / /gy / Jf./ - / ,e /ls / / r .. /r f{fr / % % 9 / f/ demandingfive BB Sprinklers plus y® , / "` ;,//r/ /'_ , . p p J r •fJ/// f y r / - /f Jr ' '-. / -r / up to two most demanding Standard ® ® /� /, f /r r / Spray Sprinklers. Then calculate the ;,1 // f /.. r / ,/.•:;, ,J, ,,, . ` /d4 most demanding remote design DRY SYSTEM SHOWN area, including all sprinkler types, as per NFPA 13. That is, area reduction for quick response and 30% SECOND CALCULATION increase for sloped ceilings. Use the fi��rrr,• -- rf,f -f - ;rr :f = ,rf r • r r .® J.. ® // � .. , ! J,•JJ //f/..;" f rr.- f / J {r /"�,. /// JJ / 07 J • i f most demanding calculation. r ly ,w /rJJ // r.{//�`f `r�/ r f J f . /•// ' fi. J / `fy f r / f r • Dry Systems: Calculate the most ,./:; J /, �®•• :•,• � -, / , f l �.:;, :�;.', /./,/ ./, ,�J, r •/ r7f 7 /: / demanding seven BB Sprinklers :,® , r y ,,,,, .,,JJ / � /:, . J , r- /.,, � Y ,,, /: / . J .. - . J/ . RIDGE • /, totwo most demanding / J >r. r Gfr y . / ,.. /f . plus up / ,,ysf , r, ,r J Stand Spray Sprinklers. Then r / / r ;,,r. //r :y. ;;,ll(/ I. .5y:l. .rr'r fir „i. r, , �® /J .. ,r 0. , ,.. /i f� !calculate the most demandin , ��' ,, � r « , .� .,, � ' design area, including all sprinkler / � /.� ./''.,,,,, 2535 SQ. FT: .,:, /;. •; /, (235,5 SQ. METERS) r types, as er NFPA 13. That is 30% f® , � / � � '/�� / -. increase for sloped ceilings and 30% ' ® ` , �f -` 1 � ,.,..;: f increase for dry systems. Include all sprinkler types within this area. See DRY SYSTEM SHOWN the adjacent figure. Use the most NOTE: demanding calculation. Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1 .3 x 1 .3 = 2535 SQ. FT. • aanb !J Tueoefpo auk 'ld ' OS 9E93 = El. x E ' I. x (przuH TY5fl VddN) 'ld ' OS 0091 = ed! d /Ga aaS ' ea-le siuj u ! u4 ! M sadAj aalNuuds :31ON Ile epnloul • swojsAs Cap aoj aseaaou ! NMOHS wa1SAS Aaa cmg pue sbu ! l ! aa padols aoj aseaaou ! \\ � \IN.\ \ ����� \���\� /00C s ! leul ' � � bddN as se sa l \\ ,•\ \\\ \ \\ \\\ \\ aalNuuds Ile bu ! pnlau ! ' ewe ub ! sap bu ! 99EZ \ \ \ \\\ (sa�l� w Os ) \ \ \\ �� - puouaap isoua an ajelnoleo uau1 • aan k\,\\\ \\\ Os 9293 \ \\ \\ \, .. - 6 aaddn jueaef e a as • saa uIad�� \ .�- . p u S I�i S N \` \ \ \ \� uanas jo wnu yew e ol dn °wino N\t, \\ \� ,�� ` \ \,\\�k\ - lea saaINu ! ads dIH I aS 88 au ! u •\ \\� � oaia \ \\ •,•\ an JO • saapiu ! adg Awds piepueis bu ! \\,\• \\ \ \ - puewop JsoW oMJ of dn snid saal � \\ \ \ ,\* uuds dIH ao ' Gs 88 auIU bu ! puewap !,e \ \. \\* ,,,, A \ JsoW auk alolnale : suaa4sACs Aaa • ,\Ic\S\\\„,\ Noil�ino�do alloo� s • uoiletnoleo buipuewop jsoua all esn • sbu ! l ! eo padols aoj asewau ! % UC pue esuodsaa jo ! nb ao1 uo ! 4onpa) NMOHS VN LSAS AUG ewe ` s ! leg" • E i- \MAN aed se ` sedAT \ \ \\\�� saalNuuds Ile buipnloui ' ewe ub ! sep � � \\ \� alouaaa buipuewap jsow NNT ol2lnoleo \ \ \ �� `\ • ua • saa uiad Aeid a � u � bu ! \ \ \ \ \ N \\.\ \N \ ul I �i S S p p �S \ \ \ \\ \\ \\\ - puewap 1.soua oMT of dn snid saaIN \ �, \•` • - uud aoani bui ucwo N .\\ N\\ \\ \ \ S dIH gas ' 88 .� . p p \\ NN, 1����� ;\: jsoua auk ajeInoleO : swaisAS laM • , , ‘\, , \ . �� koala � \� `� �. \Ns ` • • : anol ueul \ ' \ • \ \ \ aaleaab s ! diu auk le saal � u ! ads Aeids N \\ \ \ \ ® a � ue s o as uanu Imo' a aaa � \ \ '\ \ ‘ � \ \\ ` p p � � q I � � u � u M \ \ \\ \ \ \. \ \\. .,\�. \ \ \ \% . •. \ N , • aan64 Nownno]bo _Wald aaddn luaoefpe au ' Gas • saaINu ! adS 88 uanas Jo wnw ! xew e o), dn ale _ - nalpa ` saaINu !adS dIH ao ` aS ` 88 au ! u auj jO • saa _ >iuuds /Caads piepuels bu ! - puewap 1.soua o/ i ol dn snid swop - uUds dIH ao 'as ` 88 au ! u buipuewap 'sow au ' avelnole : swalsAs iCaa • • Saaliu !ads Aeadg paepue g NMOHS w31SAS MCI buipuewep 1soW oMl of dn snid saapi - uadS dIH ao ' CIS ' 99 anJ bupucwop \\ \ \ \ \ \ \\\ \ \ 1sow au a ].2InoIeQ : swajsAS TUM • . \ \ ; \ \ \\\ ,\,, \ \k \ \\ \ \�\ : ss • 4 Be al\ \ \ \ \ \\ \ \ AO ano4 s ! dig auk 4a saNuuds Awdg \ \\ti \ \ \ ->\ \\ ae ue o iaqwnu ' elm a wow, \ le \\\ \\ \� \ \� t • M d!H31411V \ \\\ \ \ �\\\ 3oaia ,\\ ,\` \ \ \ • Nib'lano 17 \'\\ ;\ ;ti \\ "\\ \\ \\�\`ti SU-137DINlEd S \ \\ \\ \\ Ab'NdS ®dV®Nb'1S ®NV SS137M1 \� \ \ \ \`, \ dO 11VM \\\ \ \. \ \ \\ -N1E1dS dIH SI1373NI�1dS GS \\��\�:�`\.\�,\ \�Zi�\`�\�\ t�i��\ ���\»�\ i: 5�37�N1® vs GB �/ 00 3 : I 1 01� 1 8g 10 vz 06ed ® I9dJJ. TFP610 Page 25 of 28 STANDARD SPRAY • SPRINKLERS (4 OR LESS) • • • N FIGURE 20-C-5. BB, SD, OR HIP SPRINKLERS AND STANDARD • SPRAY SPRINKLERS IN A DOR- MER, AT A CROSS, AT A HIP, OR • AT AN ELL Where the quantity of standard spray STANDARD SPRAY • sprinklers in each dormer, cross, or ell SPRINKLERS is four or less (see the adjacent figure) (4 OR LESS) • and all of the dormers, crosses and ells meet the maximum four standard sprin- kler criteria, calculate the Attic Sprin- kler demand as described in Part A-1 • through A-6 or Part B-1 through B-4, • plus up to two of the most demanding standard spray sprinklers in the dormer, • • • • • • • • - cross, or ell that is adjacent to the Attic Sprinklers that are being included in the • • demand calculation. 7 Where the quantity of standard spray sprinklers in any dormer, cross, or ell • is greater than four, refer to Figure C-3. �� STANDARD SPRAY STANDARD SPRAY SPRINKLERS • SPRINKLERS (4 OR LESS) • • • (4 OR LESS) • • \i, • RIDGE • • • 0 • • • FIGURE 20-C-6. BB, SD, OR HIP • SPRINKLERS AND STANDARD • SPRINKLERS SEPARATED BY • WALL COMPARTMENTALIZATION • • Calculate the Attic Sprinkler demand as described in Part A-1 through A-6 or • • Part C-1 through C-4, and then calcu- DORMER late the Standard Spray Sprinklers per BUILT ON TOP NFPA 13. Use the most demanding cal- OF ROOF OR SHEATHING culation. See the adjacent figure. RIDGE • • • • • • • • • • SH37)INIHdS )IOV3-01-)IOVG BG 73O0W HOd NOIiVOI7ddV dO 3dOOS 3H1 3O1S111O SV31:1W dIH NI O3Sf7 31:Ib'SH37)INIHdS AVHdS UeIVONV1S HO dV 73O0IN 3H3HM SH37INIHdS AVHdS OHVONV1S S3SH3A SH37)INIHdS dV 73O0W dO NOSIHVdWOO V3HV NOIS3O O17111/H0AH 14131SAS 3dld 13M V HOd 37d1/11VX3 &Z 3Hf'l0ld •6ulllao 'll OZ Jo'. uoilonpaa %9 `d , �i�x4 ��2Y .�... .saaINuudS /ceads �e �. See'. • ,,, _ :� ,,,,. paepuelS ayl nnolaq saai�{uiads 6ulllao • �� < ayl AO Siepiuuds Meads p.i puelS eq . , k,�»= "�" Aiddns o asn a adld oAdo UOI e no L' • e • ���:����� •. ����� �� z i i i o • • • • • • I r• t,g• * < ; r: ezi i n en saa uud ae ue aaa a��,,x.�. � ��a, 'o� p .I.� I� S p p lS yM • ‘ti 4' : ' •Aiddns • a \, aalenn ayl to Aoenbepe ayl anoad of uoileinoleo 6uipuewap 'sow ayl asn (w Vs) (w z`5G) ,09 - (w Vs) `� a0i)1141dS 88 1Sel ayl to ewe (w j7`5z) ,ow. - abeaanoo eiq.ua au} dn >ioid of all Ng aq of peau limn `aanannoy 'ewe u6isap e ��.,: � rat, • lenloe eyl "(8"I- x ,,52"0 X zll 0091-) • `� :: sl ewe ubisa eoilaioa . N ;,<� ���� zll 891�L p I yl • , ` ° • ayl aseo sly . uI -(s6u!Iiao padois aol • '` (w aseaaoui o ue asuodsaa oinb _mi. uoile'noleo • • • , - : ��r` ' • • • z'oG) /008 p liffiriking 'at uollonpaa ewe "el) Cl- VdZN aed sedAl • • .. . • sieplupds lie 6uipnioui 'ewe u6isap • Ottalowai 6uipuewap lsow ayl aleinOieO ® ?. �a�. ;. • • :Z uogeinoleO w0zg `I (w z`51-) ,09 wOZo 'sJeIjuladS /leads paepuels 6ui - , (w 17'0 ,001_ _ -puewap sow onnl ayl snid saal)iul.1ds gg am. 6uipuewap lsow ayl aleinoieO 4. uogelnoleO (£-O-OZ aan6i� •saa) � W31SAS 3dld 13M z� SH37NNIHdS AVHdS 0HVQNd1S e • �/i'•194y ai.is'• .Mgr "9 abed aas uoilewaolui '% aaow and •saai)luiadS dd ayl nnolaq saapi VV • ° % *� -uuds 6ulllao ail se Ham se `saai>iuiads (w 1. 9) (w 1:5) dV ayl Aiddns of pasn aq Aew adid ,oz . (w z 5�) 09 - ,oz OAdC `paziiiln we saapiuuds db aaayM (w 17'9z) ,00L .Aiddns as enn a i l any) Aoenbape ayl anoad of uoileinoleo 6uipuewap }sow ayl asn OPSii Sri / iy ' (•ll 0CJ X "ll 0 V) ,;� >s0sf0:/y: s; a inn eaae u6isa a aseo s!in <,y.G, ,�„fr,,0,,,�41 u •saa upd 6uine o dn mono %%'f/ oofro . (w z`ol.) I I>I S db` y zll 000l- .//b�// r rrr I. uoi}e�noieo • ewe bul uewa sow a a e no e • •• ii9iiir�" % to. -As -0m,wiff00 00 • • UggigyiegOW %%. • saapiu!adS dd 6ui -puewap sow OM ayl snid saapluuds (w t s) (w z'S1.) ,09 .r (w s) ® 99 anil 6uipuewap lsow ayl aleinoleQ ,oz ,OE (w 1'93) ,00G :l. uoRelnoleO (£-a-OZ aan6u olaal.aa) W31SAS 3dId 13M SH37MNI Hd S dV 73O0W zG z� 8z Jo9Zabed OI9da1 SHJ37MNIddS MOH9-01 NOVG a9 7300W tdOd NOLLV317ddt/dO 3dOOS 3H1 3aIsinO SV3HV dIH NI 03Sn 3&V Sd37)MNlddS AVddS OdVUNV1S dO dV 7300141 3l:3HM SU37NNItldS AVddS atlb'ONb'1S S3S1i3A SU37XNIUdS dV 730OW dO NOSIUVdWOO V dlb'NOIS30 O1711VUGAH W31SAS 3dld AUG V llOd 37dWVX3 Zz 3dfl0ld I .\ oV • 1 •AIddns as enn aul to ,(oenbape aui anoad t 41 • I "\ . w : of uoq noleo 6ulpuewap sow al.]; asn • • • I `.,Ka . ri \v1e I "AG piupdS 88 Ise' aui to eaae (woz5) I— (w z`51.) ,09 (woz9) a6eaanoo aaliva aui do Mold 01 ell OZLZ (w b`9z) ,00i. aq of paau IIIM `aanamoq 'ewe u6lsap lenioe aul '(E'I- x E'I- x z1J 008 L) z1J 5Es3 ad IIInn eaae u6lsap leoliaaoayi aui • • • <:>: I v . . . aseo slut uI 'suaals�(s Cap ao� aseaaoul • i Y %OE pue s6ullleo padols aoI aseaaoul • I 0> %OE `sl 1eul 'E L `ddd N aad se `sad1l 1 (wzoi.) , :� x ' r x saapiulads He 6ulpnloul 'ewe ublsap uoi;einoleo •.` . ,A .� • I ' .` lob alouaaa 6upuewep lSOua aul alelnoleO • :z uoi�elno,e0 \;, , ,,.....:.� •saal){uladS Ieadg paepuelS (w 1-`s) L- (w z`5G) l09 —I (w 1'9) 6ulpuewep lsow onnl aui snld saapiuladS .0Z .0z 88 uanas 6ulpuewep isoua aui elelnoleo - (w b`9z) .001. :1. uoi}elnoleO (E-O-Oz eAn6!J 'OH) \ "—I W31SAS 3d/d Abla zL SE137DINWNdS AVLIdS GUVONb'1S z� 'J'�•k' ,7 IIIIIIIIIIII �J.CS'i ,-, „ n (w Z`0 L) e Z uoi,elno� 0 ` , A • V. 'Aiddns aalenn aqi to Aoenbape ail anoad (`�0Z5) — (w z`9I.) 109 - = (woz�) of uolielnoleo 6ulpueuaap 'sow aLli asn (w 17`56 loot — ('ll 0Z x 1I 017) all 00iStinagE 8 eq II!M ewe u6lsap aul aseo slut uI 'saal�{uladS dY 6ulneu all 056E of do • 1 ewe 6ulpueuaap 'sow aul alelnoleo ' * nA.: ` uoi anoe _ ti�K � F u L uonenoleo 'saal�uadS db 6ulpu euap • M .1.. < lob �ht4, _ sow ()ANT a sn d saa upd '•1 uanas 6ulpueuap iSOU aul aelnoleo: fwA a • • I l¢ $ ` ` f • • :I. uoleinoie0 ng : . f (S-B-Oz aan6!d 'Iaa) (w �`5) I . (w z`90 .09 (w �`5) oz toz W31SAS (w b`9z) .00L3dld ANO Sb137)INIddS dV 73OOW —in z� 8Z Jo LZ a6ed Ob9dd1 TFP61 A Page 28 of 28 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2017 Tyco Fire Products, LP. All rights reserved. TEFLON is a registered trademark of DuPont, MONEL is a registered trademark of Special metals Corporation Fire Protection Products BLAZEMASTER is a registered trademark of The Lubrizol Corporation ____ ReIiabId1 PILE COPY TECHNOLOGY • QUALITY • SERVICE a 11/1 liI APR 122019 ►ii�i � i1ii�� ' , '1 EJc0Rhhulu1hfi 01 c_A 3 COMPRESSORS I S260R- LD1 -115P , , , , , _ WHISPERQUIETsodB 7Xn11 c� EASY TO INSTALL \ , FEWER STARTS AND STOPS 0 J SPECS: 4144. IDEAL FOR QUIET SETTINGS HP 1 - Nursing Homes SYSTEM CAPACITY 40 PSI 260 GALLONS 20PSI 520GALLONS _A Apartments I 10 PSI 1040 GALLONS -Churches �� PRESSURE SWITCH ON @55PSI,OFF @120PSI �'' DESIGNED TO LAST 11 YEARS CFM 2.35 @9OPSI PUMP 2 CYLINDER,OIL FREE BASED ON RUN TIME OF CYLINDERS CERAMIC COMPOSITE 30 MINUTES PER DAY VOLTS 115 PHASE 1 ..9j MOUNTS TO RISERS TANK SIZE 1GALLON '., 2.5"AND LARGER OUTLET 1/2"NPT rn DIMENSIONS 36"x10.5"x7" INCLUDES MOUNTING BRACKET WEIGHT 42 LBS. Must be used with an Air Pressure Maintenance Device. t-4 'C;' The Advar?ta > 380 WEST 1ST STREET,DRESSER,WI 54009//800.762.2247//651 462 3440//WWW,C-AIREINC.COM IF A SY TO I N STA 1.1_, AS EASY AS ONE , TWO , THREE , DONE . -, _. ,_ __ __ _ �I . ! � {rr- e ill . 1 . 11111116 - —1 uunum „,niui, i' t -t , . iv .,. 1. Install mounting bracket on riser 1 f 1 Al IF 9 t .,-..,,,.. .. lit, 1 / I , isi , : i l i� • 2. Hang unit on mounting bracket I.ij::1 I • _ 1 f 1 ,f_.. --' 111 07 r , ri.,011 '„. ' '‘.9 -.. "�;� , 1 i,�,�1 �V Ii 3. Bolt unit to mounting bracket 4. Install air filter assembly - r rep � $ �. .4 � 8.,... tP DcDA-II BACKFLO APR 12 2019 DIRECT ersuger (x� W Double Check Detector Assembly y The Deringer,, 1 A neck Detector a ,_ Assembly 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 - E , monitoring of unathorized water use is required. M R I. 1 Sizes: 2/ ■ , 3", 4', 6", 8 - '' �^ T Working g Pressure: 10-175 si 0.7-12.1 bar) I Temperature Range: 33 -140 F(1 -60 C) End Connections A x -IPS Groove for Steel Pipe: AWWA C606 HORIZONTAL — > L �l. NSF/ANSI372 " ' I 'c C AWWA -Flange Adapters: ANSI B16.1 Class 125 UL CERTIFIED U�"%M v v t/ cs„-07 Lead Free: 0.25%Maximum by Weigh) LEAD FREE nPPeov[o 1015 APPROVED COMPLIANT Lead Free Bronze CuFt or Gallons DCDA II Single Bypass Componets Bypass Meter Check Bypass Integral Shut-Off Valves Indoor/Outdoor Application ^ ilili r Prewired Q Supervisory -to" .. mi . Switches 100%Stainless �, R' Steel Housing `es , • `,'� 4 I III, Silicone Elastomer • Dual ActionTM Check Modules 1 O Check Discs •Poppet Action at Low Flow — r — e •Swing Action at High Flow `l i r- - IPS Grooved Ililailir I 1 Ends Tamper Resistent 1 Test Cocks r F , --,,. Flange Adapters Available Engineering Specifications The Deringer 30(x)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. Job Name: Contractor: r F A r l !m l!., Job Location: Approval: Engineer: Contractor's P.O. No: Approval: Representative: Backflow Direct,LLC • 3290 Monier Circle•Rancho Cordova•California•95742• United States of America Phone: 916-760-4524 Website: www.backflowdirect.com FlowPerformance ii 379 7.7 i 1 f 1893 ! 5rJ 3028 18 1 124 •• 16 110 a 14 - 2 �/2" (30) - 3" (30) 4" (30) -- 96 w 12 - • 83 0 10 - _ 69 J _= 55 8 - - - 6 - , } ' 41 4 -- 8 t2 - I �_� 14 • 0 - ! - *Pa) 0 100 200 300 400 500 600 700 800 - Rated Flow - UL Tested .' `, - 15 fps) Rate of Flow (gpm) HorizO,I'tul CJl+eflLiZ;oh DC:LW�sil1y How 6056 7571 9085 16 ' 110 73 14 in 8„ (30) - 96 12 - -- - - - - _ _ -- 83 g 10 - - 6" (30x) - - --- 69 _1 8 - _- - 55 v 6 - _ ---- - 41 cn 4 - - 28 2 14 0 r ! P:1l, 0 400 800 1200 1600 2000 2400 'Specific orientation & agency flow characteristics available on website Rate of Flow(gpm) 'treasures st laTat1'rlals Horizontal Orientation Decreasing Flo, , Sc • I" Ht t �c__i_ . - 0 1 Hb I L W • ( Size Model Ht Hb L Ec D H W Weight Sc in mm in mm in mm in mm in mm in mm in mm in mm lbs kg NPT 2 % 65 _ 30 7.1 180 2.9 74 18.7 475 2 '/1 65 0.0 0 10.0 254 11.0 279 47 21 _ W 3 80 30 7.4 188 2.9 74 18.7 475 3 80 0.0 0 10.3 262 11.0 279 49 22 %" 4 100 30 7.9 201 3.1 79 18.7 475 4 100 0.2 5 11.0 279 11.0 279 51 23 14" 6 150 30x 8.7 221 4.8 122 28.4 721 6 150 1.0 25 13.5 343 13.8 351 137 62 %" 8 200 30 10.4 264 5.4 137 30.7 780 8 200 1.8 46 15.8 401 13.8 351 150 68 W Valve IIousing: 304 Stainless Steel SOY Bearings: Teflon/Bronze Check Springs: 1 7-7 Stainless Sleet Valve Cover: 304 Stainless Steel Non Wetted Bolts: Grade 8 Zinc Plated Check Pins: 17-7/18-8 Stainless Steel SOV Disks: EPDM/304SS Wetted Fasteners: 18-8 Stainless Steel Cheek Seats: Nay/Polymer (NSF) SOY Shafts: 304 Stainless Steel All Cheek Disks: Silicone (NSF) 0-Rings: Brma-N(NSF) Bypass Spring: 302 Stainless Steel Bypass Components:LeadFree Bronze Bypass Internals: ABS Polymer (NSF) Backtlow Direct, LLC • 3290 Monier Circle • Rancho Cordova • California • 95742 • United States of America Phone: 916-760-4524 Website: www.backflowdirect.com Cricchio, Kevin From: Cricchio, Kevin Sent: Friday, April 12, 2019 3:19 PM To: Kennedy, Jack; Cooper, Tess Cc: Frisinger, Rob; Fyrrce, Groc Subject: 1016 27th Street Hey Jack.We just received a fire sprinkler permit application for 1016 27th Street for your review. Kevin Cricchio, AICP, ISA, WPIT I Senior Planner I Certified Arborist Planning, Community & Economic Development Dept. City of Anacortes 1 P.O. Box 547 904 6th Street Anacortes, WA 98221 360.293.1937 (work) 1 kevinc©cityofanacortes.org www.cityofanacortes.org My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 631/1 ,tigvi,4 & Ar Rao .5e,,',1c1( ,-- C(2,7) o1 Commercial Fire Protection, Inc. Transmittal I 17199 Bennett Road Mt.Vernon WA 98273-9789 Date: 04/11/2019 360 848-9093 License: COMMEFP 132 MM To: Anacortes Permit Center APR 122019 Project: 2018039 P.O. Box 547 Anacortes Family Apartments AFC PH2 904 6th Street OF ANACOR i:$ 1016 27th St Anacortes WA 98221 Anacortes WA 98221 Prepared By: DELLA DELLINGER Item Quantity Description 1 3 Plans&Calcs for Approval 2 3 Backflow, Sprinkler Head &AirCompressor Submittal 3 1 Permit Application Notes Please sign and date this form as proof that you are in receipt of the above listed items. Return form to Commercial Fire Protection, Inc. Signed: Date: COMMERCIAL FIRE PROTECTION, INC. 17199 Bennett Road • Mt Vernon, Washington 98273 Phone (360) 848-9093 • Fax (360) 848-1072 License # COMMEFP132MM HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME ANACORTES FAMILY APARTMENTS JOB NO. 2018039 DATE 04/04/2019 ADDRESS 1016 27th STREET BY JONATHAN YOUNG ANACORTES WA,98221 SYSTEM DESIGNATION: 1 HAZARD DESCRIPTION: DWELLING UNITS APR 1 2 • 2019 HAZARD CLASS PER NFPA 13 : RESIDENTIAL SPECIFIC RULING: FLOWING (4) HEADS AT A MINIMUM OF 20 GPMA-1 -PSI,PER SPRINKLER RULING MADE BY: OF DENSITY: GPM OVER THE MOST HYDRAULICALLY REMOTE SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM FILE t OUTSIDE HOSE 100 GPM NODE 0 IN-RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 158 "C" FACTOR OVERHEAD : 150 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 200 SQUARE FEET SPRINKLER MANUFACTURER: VIKING MODEL: RES. TEMPERATURE: 175 ° F K-FACTOR: 4.9 SIN#: VK468 WATER SUPPLY: ELEVATION OF TEST: 0 STATIC 74 PSI DATE OF TEST: 3/22/2018 RESIDUAL 62 PSI DATA PROVIDED BY: CFP FLOW TEST FLOW 876 GPM LOCATION OF TEST: SITE WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Mike Hinton 7358-0100-C Level 3 SUMMARY Commercial Fire Protection,Inc. �1fe6 COMMEFP132MM 12l31l19 181.28 GPM REQUIRED AT 39.85 PSI AT CONNECTION TO CITY WATERMAIN `=�n " pate al (INCLUDING 100 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP Water Supply Curve C Your Company Name Page 1 Date City Water Supply: Demand: C1 -Static Pressure : 74 D1 - Elevation : 4.097 C2 - Residual Pressure: 62 D2 -System Flow : 81.279 C2 - Residual Flow : 876 D2 - System Pressure : 39.846 Hose ( Demand ) : 100 D3 -System Demand : 181.279 Safety Margin : 33.503 150 140 130 p 120 R 110 E 100 S 90 S 80 C1 U 70 - C2 • R60 E 50 D2 40 n o 30 D3 20 10 IL....D1.. . .. ... . . . . 100 200 300 400 500 600 700 800 900 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Your Company Name Page 2 Date Fitting Legend Abbrev. Name 'I 3/ 1 1% 1'/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N* CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 P* CPVC 45'Elbow 1 1 1 2 2 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVC Coupling Tee-Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary-NFPA Your Company Name Page 3 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure 0 74.0 62 876.0 73.349 181.28 39.846 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 0 0.0 39.85 100.0 1 1.0 39.17 2 2.58 36.48 3 3.17 36.23 4 9.46 33.02 10 9.46 30.87 11 9.46 27.13 12 9.46 25.75 13 9.46 25.73 13A 9.46 25.71 14 9.46 25.68 15 9.46 25.59 16 9.46 25.47 19 9.46 25.23 18 9.46 25.11 20 9.46 25.23 21 9.46 25.22 22 9.46 25.22 23 9.46 25.21 24 9.46 25.21 25 9.46 25.24 26 9.46 25.52 27 9.46 25.64 28 9.46 25.68 29 9.46 25.51 30 9.46 25.74 31 9.46 27.67 32 9.46 28.16 33 9.46 28.82 17 9.46 24.91 34 19.92 19.84 35 19.92 19.72 36 19.92 19.63 37 19.92 19.61 39 19.92 19.58 53 19.92 19.58 40 19.92 19.56 41 19.92 19.51 43 19.92 19.4 44 19.92 19.4 45 19.92 19.4 46 19.92 19.39 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary-NFPA Your Company Name Page 4 Date NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 43A 19.92 19.36 47 19.92 19.39 48 19.92 19.4 49 19.92 19.48 50 19.92 19.53 51 19.92 19.51 52 19.92 19.53 54 19.92 19.71 55 19.92 19.76 38 19.92 19.61 42 19.92 19.29 57 19.92 18.26 58 30.08 13.55 59 30.08 13.63 60 30.08 11.89 61 30.08 9.81 63 30.08 8.06 64 30.08 7.87 65 30.08 8.37 66 30.08 10.68 69 30.08 11.7 70 30.08 12.69 75 30.08 12.75 74 30.08 12.78 76 30.08 13.54 73 30.08 12.7 72 30.08 12.33 62 30.08 9.88 68 30.08 12.01 71 30.08 12.8 67 30.08 12.03 301 9.46 4.9 17.87 20.72 302 9.46 4.9 16.96 20.18 303 9.46 4.9 16.7 20.02 304 9.46 4.9 17.27 20.36 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name 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 H100 -81.28 4 2G 5.813 91.420 140 39.846 to 3E 43.601 49.414 -0.433 1 1 -81.28 4.1 0.0 140.834 -0.0017 -0.241 Vel= 1.98 1 1 0.0 4 0.0 1.580 120 39.172 to 0.0 0.0 -2.684 **Fixed Loss=-2 2 2.580 -81.28 4.31 0.0 1.580 -0.0019 -0.003 Vel= 1.79 2 2.580 0.0 4 0.0 0.500 120 36.485 to 0.0 0.0 -0.256 3 3.170 -81.28 4.31 0.0 0.500 -0.0020 -0.001 Vel= 1.79 3 3.170 0.0 1.5 Ball 3.528 6.500 120 36.228 to S 12.701 16.229 0.276 **Fixed Loss=3 4 9.460 -81.28 1.728 Fsp 0.0 22.729 -0.1532 -3.482 Vel= 11.12 4 9.460 0.0 1.5 N 9.0 5.500 150 33.022 to 0.0 9.000 0.0 10 9.460 -81.28 1.598 0.0 14.500 -0.1484 -2.152 Vel= 13.00 10 9.460 45.57 1 0 5.0 11.830 150 30.870 to 2R 2.0 7.000 0.0 11 9.460 -35.71 1.101 0.0 18.830 -0.1989 -3.745 Vel= 12.03 11 9.460 13.17 1 0 5.0 9.170 150 27.125 to 2R 2.0 7.000 0.0 12 9.460 -22.54 1.101 0.0 16.170 -0.0848 -1.372 Vel= 7.60 12 9.460 18.32 1 0 5.0 2.170 150 25.753 to 0.0 5.000 0.0 13 9.460 -4.22 1.101 0.0 7.170 -0.0039 -0.028 Vel= 1.42 13 9.460 2.67 1 0 5.0 10.170 150 25.725 to 3R 3.0 8.000 0.0 13A 9.460 -1.55 1.101 0.0 18.170 -0.0006 -0.011 Vel= 0.52 13A 9.460 0.0 1 2N 14.0 32.790 150 25.714 to 2R 2.0 16.000 0.0 14 9.460 -1.55 1.101 0.0 48.790 -0.0006 -0.029 Vel= 0.52 0.0 14 -1.55 25.685 K Factor= -0.31 13 9.460 -2.67 1 2R 2.0 22.670 150 25.725 to 0.0 2.000 0.0 14 9.460 -2.67 1.101 0.0 24.670 -0.0016 -0.040 Vel= 0.90 14 9.460 -1.55 1 0 5.0 17.330 150 25.685 to 2R 2.0 7.000 0.0 15 9.460 -4.22 1.101 0.0 24.330 -0.0038 -0.093 Vel= 1.42 15 9.460 -6.41 1 0 5.0 0.670 150 25.592 to 0.0 5.000 0.0 16 9.460 -10.63 1.101 0.0 5.670 -0.0212 -0.120 Vel= 3.58 16 9.460 0.0 1 0 5.0 6.670 150 25.472 to 0.0 5.000 0.0 19 9.460 -10.63 1.101 0.0 11.670 -0.0212 -0.247 Vel= 3.58 19 9.460 0.84 1 0 5.0 1.330 150 25.225 to 0.0 5.000 0.0 18 9.460 -9.79 1.101 0.0 6.330 -0.0182 -0.115 Vel= 3.30 18 9.460 15.24 1 0 5.0 10.330 150 25.110 to R 1.0 6.000 0.0 24 9.460 5.45 1.101 0.0 16.330 0.0062 0.101 Vel= 1.84 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name 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 0.0 24 5.45 25.211 K Factor= 1.09 19 9.460 -0.83 1 0.0 0.920 150 25.225 to 0.0 0.0 0.0 20 9.460 -0.83 1.101 0.0 0.920 0 0.0 Vel= 0.28 20 9.460 0.0 1 0 5.0 9.210 150 25.225 to 0.0 5.000 0.0 21 9.460 -0.83 1.101 0.0 14.210 -0.0002 -0.003 Vel= 0.28 21 9.460 0.0 1 0 5.0 14.750 150 25.222 to 2N 14.0 19.000 0.0 22 9.460 -0.83 1.101 0.0 33.750 -0.0002 -0.006 Vel= 0.28 22 9.460 0.0 1 0 5.0 6.540 150 25.216 to 0.0 5.000 0.0 23 9.460 -0.83 1.101 0.0 11.540 -0.0002 -0.002 Vel= 0.28 23 9.460 0.0 1 0 5.0 4.830 150 25.214 to N 7.0 12.000 0.0 24 9.460 -0.83 1.101 0.0 16.830 -0.0002 -0.003 Vel= 0.28 24 9.460 5.45 1 0 5.0 1.330 150 25.211 to 0.0 5.000 0.0 25 9.460 4.62 1.101 0.0 6.330 0.0044 0.028 Vel= 1.56 25 9.460 0.0 1 0 5.0 35.750 150 25.239 to 2N 14.0 27.000 0.0 26 9.460 4.62 1.101 8R 8.0 62.750 0.0045 0.284 Vel= 1.56 26 9.460 0.0 1 0 5.0 19.125 150 25.523 to R 1.0 6.000 0.0 27 9.460 4.62 1.101 0.0 25.125 0.0045 0.113 Vel= 1.56 27 9.460 0.0 1 0 5.0 4.125 150 25.636 to 0.0 5.000 0.0 28 9.460 4.62 1.101 0.0 9.125 0.0046 0.042 Vel= 1.56 28 9.460 -15.54 1 0 5.0 2.710 150 25.678 to 0.0 5.000 0.0 29 9.460 -10.92 1.101 0.0 7.710 -0.0223 -0.172 Vel= 3.68 29 9.460 17.68 1 0 5.0 18.875 150 25.506 to 2R 2.0 7.000 0.0 30 9.460 6.76 1.101 0.0 25.875 0.0092 0.237 Vel= 2.28 30 9.460 -13.17 1 0 5.0 11.290 150 25.743 to 2R 2.0 7.000 0.0 15 9.460 -6.41 1.101 0.0 18.290 -0.0083 -0.151 Vel= 2.16 0.0 15 -6.41 25.592 K Factor= -1.27 28 9.460 15.54 1 6R 6.0 40.710 150 25.678 to 0.0 6.000 0.0 31 9.460 15.54 1.101 0.0 46.710 0.0426 1.992 Vel= 5.24 0.0 31 15.54 27.670 K Factor= 2.95 30 9.460 13.17 1 4R 4.0 40.000 150 25.743 to 0.0 4.000 0.0 11 9.460 13.17 1.101 0.0 44.000 0.0314 1.382 Vel= 4.44 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name 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 11 13.17 27.125 K Factor= 2.53 31 9.460 15.54 1 0 5.0 6.580 150 27.670 to 0.0 5.000 0.0 32 9.460 15.54 1.101 0.0 11.580 0.0427 0.494 Vel= 5.24 32 9.460 0.0 1 0 5.0 2.290 150 28.164 to N 7.0 13.000 0.0 33 9.460 15.54 1.101 R 1.0 15.290 0.0426 0.652 Vel= 5.24 33 9.460 30.03 1 0 5.0 1.580 150 28.816 to 0.0 5.000 0.0 10 9.460 45.57 1.101 0.0 6.580 0.3122 2.054 Vel= 15.36 0.0 10 45.57 30.870 K Factor= 8.20 18 9.460 -15.25 1 0.0 4.875 150 25.110 to 0.0 0.0 0.0 17 9.460 -15.25 1.101 0.0 4.875 -0.0410 -0.200 Vel= 5.14 0.0 17 -15.25 24.910 K Factor= -3.06 12 9.460 -18.32 1 0 5.0 14.790 150 25.753 to N 7.0 13.000 -4.530 38 19.920 -18.32 1.101 R 1.0 27.790 -0.0579 -1.608 Vel= 6.17 0.0 38 -18.32 19.615 K Factor= -4.14 17 9.460 -15.25 1 N 7.0 14.460 150 24.910 to 0 5.0 12.000 -4.530 42 19.920 -15.25 1.101 0.0 26.460 -0.0412 -1.090 Vel= 5.14 0.0 42 -15.25 19.290 K Factor= -3.47 29 9.460 -17.68 1 0 5.0 15.080 150 25.506 to N 7.0 12.000 -4.530 51 19.920 -17.68 1.101 0.0 27.080 -0.0542 -1.467 Vel= 5.96 0.0 51 -17.68 19.509 K Factor= -4.00 33 9.460 -30.03 1 N 7.0 18.790 150 28.816 to 0 5.0 12.000 -4.530 34 19.920 -30.03 1.101 0.0 30.790 -0.1443 -4.443 Vel= 10.12 34 19.920 22.36 1 0 5.0 5.250 150 19.843 to 0.0 5.000 0.0 35 19.920 -7.67 1.101 0.0 10.250 -0.0115 -0.118 Vel= 2.58 35 19.920 3.50 1 0 5.0 19.290 150 19.725 to 2R 2.0 7.000 0.0 36 19.920 -4.17 1.101 0.0 26.290 -0.0038 -0.099 Vel= 1.41 36 19.920 1.97 1 0 5.0 4.250 150 19.626 to R 1.0 6.000 0.0 37 19.920 -2.2 1.101 0.0 10.250 -0.0011 -0.011 Vel= 0.74 37 19.920 -0.32 1 0 5.0 19.170 150 19.615 to R 1.0 6.000 0.0 39 19.920 -2.52 1.101 0.0 25.170 -0.0015 -0.038 Vel= 0.85 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name Page 8 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 39 19.920 0.24 1 0 5.0 7.460 150 19.577 to 2R 2.0 7.000 0.0 40 19.920 -2.28 1.101 0.0 14.460 -0.0012 -0.017 Vel= 0.77 0.0 40 -2.28 19.560 K Factor= -0.52 36 19.920 -1.97 1 6R 6.0 51.290 150 19.626 to 2N 14.0 20.000 0.0 40 19.920 -1.97 1.101 0.0 71.290 -0.0009 -0.066 Vel= 0.66 0.0 40 -1.97 19.560 K Factor= -0.45 35 19.920 -3.50 1 5R 5.0 42.580 150 19.725 to N 7.0 12.000 0.0 53 19.920 -3.5 1.101 0.0 54.580 -0.0027 -0.148 Vel= 1.18 53 19.920 3.75 1 0 5.0 10.000 150 19.577 to R 1.0 6.000 0.0 39 19.920 0.25 1.101 0.0 16.000 0 0.0 Vel= 0.08 0.0 39 0.25 19.577 K Factor= 0.06 40 19.920 -4.25 1 0 5.0 8.000 150 19.560 to 0.0 5.000 0.0 41 19.920 -4.25 1.101 0.0 13.000 -0.0039 -0.051 Vel= 1.43 41 19.920 -2.07 1 0 5.0 8.670 150 19.509 to 0.0 5.000 0.0 43 19.920 -6.32 1.101 0.0 13.670 -0.0080 -0.110 Vel= 2.13 43 19.920 5.65 1 0 5.0 1.125 150 19.399 to 0.0 5.000 0.0 44 19.920 -0.67 1.101 0.0 6.125 -0.0002 -0.001 Vel= 0.23 44 19.920 0.0 1 0 5.0 8.750 150 19.398 to R 1.0 6.000 0.0 45 19.920 -0.67 1.101 0.0 14.750 -0.0001 -0.002 Vel= 0.23 45 19.920 0.0 1 0 5.0 12.375 150 19.396 to 2N 14.0 19.000 0.0 46 19.920 -0.67 1.101 0.0 31.375 -0.0001 -0.004 Vel= 0.23 46 19.920 0.0 1 0 5.0 9.875 150 19.392 to R 1.0 6.000 0.0 47 19.920 -0.67 1.101 0.0 15.875 -0.0001 -0.002 Vel= 0.23 0.0 47 -0.67 19.390 K Factor= -0.15 43 19.920 -5.65 1 0 5.0 1.330 150 19.399 to 0.0 5.000 0.0 43A 19.920 -5.65 1.101 0.0 6.330 -0.0066 -0.042 Vel= 1.90 43A 19.920 8.65 1 0 5.0 10.080 150 19.357 to R 1.0 6.000 0.0 47 19.920 3.0 1.101 0.0 16.080 0.0021 0.033 Vel= 1.01 47 19.920 -0.67 1 0 5.0 2.210 150 19.390 to 0.0 5.000 0.0 48 19.920 2.33 1.101 0.0 7.210 0.0012 0.009 Vel= 0.79 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name Page 9 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 48 19.920 0.0 1 0 5.0 34.790 150 19.399 to 8R 8.0 27.000 0.0 49 19.920 2.33 1.101 2N 14.0 61.790 0.0013 0.079 Vel= 0.79 49 19.920 0.0 1 0 5.0 23.920 150 19.478 to 2R 2.0 14.000 0.0 50 19.920 2.33 1.101 N 7.0 37.920 0.0013 0.048 Vel= 0.79 50 19.920 -5.34 1 0 5.0 2.670 150 19.526 to R 1.0 6.000 0.0 51 19.920 -3.01 1.101 0.0 8.670 -0.0020 -0.017 Vel= 1.01 51 19.920 4.68 1 0 5.0 20.080 150 19.509 to R 1.0 6.000 0.0 52 19.920 1.67 1.101 0.0 26.080 0.0007 0.018 Vel= 0.56 0.0 52 1.67 19.527 K Factor= 0.38 41 19.920 2.07 1 0 5.0 9.960 150 19.509 to 2R 2.0 7.000 0.0 52 19.920 2.07 1.101 0.0 16.960 0.0011 0.018 Vel= 0.70 52 19.920 1.67 1 R 1.0 15.420 150 19.527 to 0.0 1.000 0.0 53 19.920 3.74 1.101 0.0 16.420 0.0030 0.050 Vel= 1.26 0.0 53 3.74 19.577 K Factor= 0.85 50 19.920 5.34 1 3R 3.0 28.750 150 19.526 to 0.0 3.000 0.0 54 19.920 5.34 1.101 0.0 31.750 0.0059 0.188 Vel= 1.80 54 19.920 -1.88 1 0 5.0 10.000 150 19.714 to 2R 2.0 7.000 0.0 55 19.920 3.46 1.101 0.0 17.000 0.0026 0.045 Vel= 1.17 55 19.920 -5.34 1 0.0 2.080 150 19.759 to 0.0 0.0 8.627 56 0 -1.88 1.101 0.0 2.080 -0.0005 -0.001 Vel= 0.63 0.0 56 -1.88 28.385 K Factor= -0.35 54 19.920 1.88 1 2P 2.0 31.500 150 19.714 to 3R 3.0 19.000 8.627 56 0 1.88 1.101 2N 14.0 50.500 0.0009 0.044 Vel= 0.63 0.0 56 1.88 28.385 K Factor= 0.35 55 19.920 5.34 1 0 5.0 8.170 150 19.759 to R 1.0 6.000 0.0 34 19.920 5.34 1.101 0.0 14.170 0.0059 0.084 Vel= 1.80 0.0 34 5.34 19.843 K Factor= 1.20 43A 19.920 -8.65 1 0.0 4.670 150 19.357 to 0.0 0.0 0.0 42 19.920 -8.65 1.101 0.0 4.670 -0.0143 -0.067 Vel= 2.91 0.0 42 -8.65 19.290 K Factor= -1.97 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name Page 10 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 37 19.920 0.33 1 0.0 2.000 150 19.615 to 0.0 0.0 0.0 38 19.920 0.33 1.101 0.0 2.000 0 0.0 Vel= 0.11 0.0 38 0.33 19.615 K Factor= 0.07 34 19.920 -17.02 1 N 7.0 19.290 150 19.843 to 0 5.0 12.000 0.0 57 19.920 -17.02 1.101 0.0 31.290 -0.0505 -1.579 Vel= 5.74 0.0 57 -17.02 18.264 K Factor= -3.98 38 19.920 -18.00 1 0 5.0 15.250 150 19.615 to N 7.0 13.000 -4.400 59 30.080 -18.0 1.101 R 1.0 28.250 -0.0560 -1.582 Vel= 6.07 0.0 59 -18.00 13.633 K Factor= -4.88 42 19.920 -23.90 1 0 5.0 17.250 150 19.290 to N 7.0 13.000 -4.400 67 30.080 -23.9 1.101 R 1.0 30.250 -0.0946 -2.862 Vel= 8.05 0.0 67 -23.90 12.028 K Factor= -6.89 51 19.920 -22.37 1 0 5.0 15.550 150 19.509 to N 7.0 12.000 -4.400 71 30.080 -22.37 1.101 0.0 27.550 -0.0837 -2.306 Vel= 7.54 0.0 71 -22.37 12.803 K Factor= -6.25 57 19.920 -8.91 1 0 5.0 13.375 150 18.264 to 2R 2.0 7.000 -4.400 58 30.080 -8.91 1.101 0.0 20.375 -0.0153 -0.311 Vet= 3.00 58 30.080 13.77 1 0 5.0 9.170 150 13.553 to 2R 2.0 7.000 0.0 59 30.080 4.86 1.101 0.0 16.170 0.0049 0.080 Vel= 1.64 59 30.080 -18.00 1 0 5.0 38.875 150 13.633 to 5R 5.0 17.000 0.0 60 30.080 -13.14 1.101 N 7.0 55.875 -0.0313 -1.747 Vel= 4.43 60 30.080 -8.25 1 0 5.0 17.000 150 11.886 to 4P 4.0 10.000 0.0 61 30.080 -21.39 1.101 R 1.0 27.000 -0.0771 -2.081 Vel= 7.21 61 30.080 -6.43 1 0 5.0 7.920 150 9.805 to R 1.0 6.000 0.0 63 30.080 -27.82 1.101 0.0 13.920 -0.1253 -1.744 Vel= 9.38 63 30.080 20.18 1 0 5.0 12.000 150 8.061 to 0.0 5.000 0.0 64 30.080 -7.64 1.101 0.0 17.000 -0.0115 -0.195 Vel= 2.57 64 30.080 20.02 1 0 5.0 11.000 150 7.866 to 2R 2.0 7.000 0.0 65 30.080 12.38 1.101 0.0 18.000 0.0281 0.505 Vel= 4.17 65 30.080 20.36 1 0 5.0 8.625 150 8.371 to 0.0 5.000 0.0 66 30.080 32.74 1.101 0.0 13.625 0.1694 2.308 Vel= 11.03 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name Page 11 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 66 30.080 -20.84 1 0 5.0 27.080 150 10.679 to 7R 7.0 12.000 0.0 69 30.080 11.9 1.101 0.0 39.080 0.0260 1.017 Vel= 4.01 69 30.080 0.0 1 0 5.0 24.080 150 11.696 to 2R 2.0 14.000 0.0 70 30.080 11.9 1.101 N 7.0 38.080 0.0261 0.992 Vel= 4.01 70 30.080 -8.29 1 0 5.0 15.875 150 12.688 to 2R 2.0 7.000 0.0 75 30.080 3.61 1.101 0.0 22.875 0.0029 0.066 Vel= 1.22 75 30.080 0.0 1 0 5.0 4.420 150 12.754 to 0.0 5.000 0.0 74 30.080 3.61 1.101 0.0 9.420 0.0028 0.026 Vel= 1.22 74 30.080 4.50 1 0 5.0 37.375 150 12.780 to 2N 14.0 22.000 0.0 76 30.080 8.11 1.101 3R 3.0 59.375 0.0128 0.762 Vel= 2.73 76 30.080 0.0 1 0 5.0 17.080 150 13.542 to 3R 3.0 8.000 4.400 57 19.920 8.11 1.101 0.0 25.080 0.0128 0.322 Vel= 2.73 0.0 57 8.11 18.264 K Factor= 1.90 58 30.080 -13.76 1 R 1.0 24.080 150 13.553 to 0.0 1.000 0.0 73 30.080 -13.76 1.101 0.0 25.080 -0.0341 -0.855 Vel= 4.64 0.0 73 -13.76 12.698 K Factor= -3.86 74 30.080 -4.50 1 2R 2.0 17.170 150 12.780 to 0.0 2.000 0.0 73 30.080 -4.5 1.101 0.0 19.170 -0.0043 -0.082 Vel= 1.52 73 30.080 -13.76 1 0 5.0 1.375 150 12.698 to 0.0 5.000 0.0 72 30.080 -18.26 1.101 0.0 6.375 -0.0576 -0.367 Vel= 6.15 72 30.080 10.00 1 0 5.0 21.625 150 12.331 to 3R 3.0 12.000 0.0 60 30.080 -8.26 1.101 4P 4.0 33.625 -0.0132 -0.445 Vel= 2.78 0.0 60 -8.26 11.886 K Factor= -2.40 72 30.080 -10.01 1 R 1.0 15.875 150 12.331 to 0.0 1.000 0.0 68 30.080 -10.01 1.101 0.0 16.875 -0.0189 -0.319 Vel= 3.37 0.0 68 -10.01 12.012 K Factor= -2.89 61 30.080 6.43 1 0.0 8.750 150 9.805 to 0.0 0.0 0.0 62 30.080 6.43 1.101 0.0 8.750 0.0083 0.073 Vel= 2.17 62 30.080 20.71 1 0 5.0 10.830 150 9.878 to 2R 2.0 7.000 0.0 68 30.080 27.14 1.101 0.0 17.830 0.1197 2.134 Vel= 9.15 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name Page 12 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 68 30.080 -13.06 1 2R 2.0 20.250 150 12.012 to 0.0 2.000 0.0 71 30.080 14.08 1.101 0.0 22.250 0.0356 0.791 Vel= 4.74 71 30.080 -22.36 1 0 5.0 2.670 150 12.803 to R 1.0 6.000 0.0 70 30.080 -8.28 1.101 0.0 8.670 -0.0133 -0.115 Vel= 2.79 0.0 70 -8.28 12.688 K Factor= -2.32 68 30.080 3.05 1 0.0 7.540 150 12.012 to 0.0 0.0 0.0 67 30.080 3.05 1.101 0.0 7.540 0.0021 0.016 Vel= 1.03 67 30.080 -23.89 1 0 5.0 12.375 150 12.028 to R 1.0 6.000 0.0 66 30.080 -20.84 1.101 0.0 18.375 -0.0734 -1.349 Vel= 7.02 0.0 66 -20.84 10.679 K Factor= -6.38 301 9.460 4.90 20.72 1 0 5.0 7.875 150 17.874 to 0.0 5.000 -8.931 62 30.080 20.72 1.101 0.0 12.875 0.0726 0.935 Vel= 6.98 0.0 62 20.72 9.878 K Factor= 6.59 302 9.460 4.90 20.18 1 0.0 0.500 150 16.957 to 0.0 0.0 -8.931 63 30.080 20.18 1.101 0.0 0.500 0.0700 0.035 Vel= 6.80 0.0 63 20.18 8.061 K Factor= 7.11 303 9.460 4.90 20.02 1 0.0 1.420 150 16.700 to 0.0 0.0 -8.931 64 30.080 20.02 1.101 0.0 1.420 0.0683 0.097 Vel= 6.75 0.0 64 20.02 7.866 K Factor= 7.14 304 9.460 4.90 20.36 1 0.0 0.500 150 17.266 to 0.0 0.0 -8.931 65 30.080 20.36 1.101 0.0 0.500 0.0720 0.036 Vel= 6.86 0.0 65 20.36 8.371 K Factor= 7.04 Computer Programs by Hydratec Inc. Revision: 50.53.5 COMMERCIAL FIRE PROTECTION, INC. JOB NO. 2018039 ANACORTES FAMILY APARTMENTS SYSTEM#1 2ND FLOOR DWELLN MATS AUXILIARY HYDRAULIC CALCULATION FLOWING(4)SPRINKLERS AT A MINIMUM OF 20 GPM AT 16.7 PSI EACH SYSTEM DEMAND AT POINT OF CONNECTION 181.30 GPM AT 37.90 PSI (INCLUDING 100 GPM FOR TOTAL HOSE STREAMS) Water Supply Curve C Your Company Name Page 1 Date City Water Supply: Demand: C1 - Static Pressure : 74 D1 - Elevation : 4.097 C2 - Residual Pressure: 62 D2 - System Flow : 81.304 C2 - Residual Flow : 876 D2 -System Pressure : 37.897 Hose ( Demand ) : 100 D3 - System Demand : 181.304 Safety Margin : 35.452 150 140 130 P120 R 110 E 100 S 90 i S 80 Cl c3 U 70 C2 R60 0 E 50 40 ®o 30 D3 20 10 `� ...n7.. .... .... . 100 200 300 400 500 600 700 800 900 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.53,5 Fittings Used Summary Your Company Name Page 2 Date Fitting Legend Abbrev. Name '/z 3/4 1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N* CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 P* CPVC 45'Elbow 1 1 1 2 2 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVC Coupling Tee-Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a *show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Your Company Name Page 3 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure 0 74.0 62 876.0 73.349 181.3 37.897 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 0 0.0 37.9 100.0 1 1.0 37.22 2 2.58 34.54 3 3.17 34.28 4 9.46 31.07 10 9.46 28.92 11 9.46 25.07 12 9.46 23.7 13 9.46 23.64 13A 9.46 23.62 14 9.46 23.56 15 9.46 23.35 16 9.46 23.16 19 9.46 22.75 18 9.46 22.56 20 9.46 22.75 21 9.46 22.74 22 9.46 22.73 23 9.46 22.73 24 9.46 22.72 25 9.46 22.77 26 9.46 23.24 27 9.46 23.43 28 9.46 23.5 29 9.46 23.35 30 9.46 23.56 31 9.46 25.66 32 9.46 26.2 33 9.46 26.91 17 9.46 22.22 34 19.92 18.26 35 19.92 18.0 36 19.92 17.87 37 19.92 17.87 39 19.92 17.47 53 19.92 17.47 40 19.92 17.25 41 19.92 16.7 43 19.92 14.78 44 19.92 13.22 45 19.92 12.2 46 19.92 12.2 Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Your Company Name Page 4 Date NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 43A 19.92 14.93 47 19.92 13.27 48 19.92 13.23 49 19.92 15.86 50 19.92 17.47 51 19.92 17.55 52 19.92 17.3 54 19.92 17.94 55 19.92 18.05 38 19.92 17.92 42 19.92 15.88 57 19.92 17.85 58 30.08 13.36 59 30.08 13.36 60 30.08 13.15 61 30.08 13.06 63 30.08 13.04 64 30.08 13.01 65 30.08 12.99 66 30.08 12.97 69 30.08 13.04 70 30.08 13.1 75 30.08 13.17 74 30.08 13.19 76 30.08 13.37 73 30.08 13.19 72 30.08 13.15 62 30.08 13.05 68 30.08 13.04 71 30.08 13.1 67 30.08 12.87 201 9.46 4.9 16.7 20.02 202 9.46 4.9 16.7 20.02 203 9.46 4.9 17.73 20.63 204 9.46 4.9 17.72 20.62 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name Page 5 Date Nadel 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 H100 -81.30 4 2G 5.813 91.420 140 37.897 to 3E 43.601 49.414 -0.433 1 1 -81.3 4.1 0.0 140.834 -0.0017 -0.241 Vel= 1.98 1 1 0.0 4 0.0 1.580 120 37.223 to 0.0 0.0 -2.684 **Fixed Loss=-2 2 2.580 -81.3 4.31 0.0 1.580 -0.0019 -0.003 Vel= 1.79 2 2.580 0.0 4 0.0 0.500 120 34.536 to 0.0 0.0 -0.256 3 3.170 -81.3 4.31 0.0 0.500 -0.0020 -0.001 Vel= 1.79 3 3.170 0.0 1.5 Ball 3.528 6.500 120 34.279 to S 12.701 16.229 0.276 **Fixed Loss=3 4 9.460 -81.3 1.728 Fsp 0.0 22.729 -0.1533 -3.484 Vel= 11.12 4 9.460 0.0 1.5 N 9.0 5.500 150 31.071 to 0.0 9.000 0.0 10 9.460 -81.3 1.598 0.0 14.500 -0.1485 -2.153 Vel= 13.01 10 9.460 45.04 1 0 5.0 11.830 150 28.918 to 2R 2.0 7.000 0.0 11 9.460 -36.26 1.101 0.0 18.830 -0.2045 -3.851 Vel= 12.22 11 9.460 13.81 1 0 5.0 9.170 150 25.067 to 2R 2.0 7.000 0.0 12 9.460 -22.45 1.101 0.0 16.170 -0.0843 -1.363 Vel= 7.57 12 9.460 16.03 1 0 5.0 2.170 150 23.704 to 0.0 5.000 0.0 13 9.460 -6.42 1.101 0.0 7.170 -0.0084 -0.060 Vel= 2.16 13 9.460 4.06 1 0 5.0 10.170 150 23.644 to 3R 3.0 8.000 0.0 13A 9.460 -2.36 1.101 0.0 18.170 -0.0013 -0.023 Vel= 0.80 13A 9.460 0.0 1 2N 14.0 32.790 150 23.621 to 2R 2.0 16.000 0.0 14 9.460 -2.36 1.101 0.0 48.790 -0.0013 -0.064 Vel= 0.80 0.0 14 -2.36 23.557 K Factor= -0.49 13 9.460 -4.06 1 2R 2.0 22.670 150 23.644 to 0.0 2.000 0.0 14 9.460 -4.06 1.101 0.0 24.670 -0.0035 -0.087 Vel= 1.37 14 9.460 -2.36 1 0 5.0 17.330 150 23.557 to 2R 2.0 7.000 0.0 15 9.460 -6.42 1.101 0.0 24.330 -0.0083 -0.203 Vel= 2.16 15 9.460 -7.55 1 0 5.0 0.670 150 23.354 to 0.0 5.000 0.0 16 9.460 -13.97 1.101 0.0 5.670 -0.0349 -0.198 Vel= 4.71 16 9.460 0.0 1 0 5.0 6.670 150 23.156 to 0.0 5.000 0.0 19 9.460 -13.97 1.101 0.0 11.670 -0.0350 -0.409 Vel= 4.71 19 9.460 1.09 1 0 5.0 1.330 150 22.747 to 0.0 5.000 0.0 18 9.460 -12.88 1.101 0.0 6.330 -0.0302 -0.191 Vel= 4.34 18 9.460 20.06 1 0 5.0 10.330 150 22.556 to R 1.0 6.000 0.0 24 9.460 7.18 1.101 0.0 16.330 0.0102 0.167 Vel= 2.42 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name 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 0.0 24 7.18 22.723 K Factor= 1.51 19 9.460 -1.08 1 0.0 0.920 150 22.747 to 0.0 0.0 0.0 20 9.460 -1.08 1.101 0.0 0.920 0 0.0 Vel = 0.36 20 9.460 0.0 1 0 5.0 9.210 150 22.747 to 0.0 5.000 0.0 21 9.460 -1.08 1.101 0.0 14.210 -0.0004 -0.005 Vel = 0.36 21 9.460 0.0 1 0 5.0 14.750 150 22.742 to 2N 14.0 19.000 0.0 22 9.460 -1.08 1.101 0.0 33.750 -0.0003 -0.010 Vel = 0.36 22 9.460 0.0 1 0 5.0 6.540 150 22.732 to 0.0 5.000 0.0 23 9.460 -1.08 1.101 0.0 11.540 -0.0003 -0.004 Vel = 0.36 23 9.460 0.0 1 0 5.0 4.830 150 22.728 to N 7.0 12.000 0.0 24 9.460 -1.08 1.101 0.0 16.830 -0.0003 -0.005 Vel = 0.36 24 9.460 7.18 1 0 5.0 1.330 150 22.723 to 0.0 5.000 0.0 25 9.460 6.1 1.101 0.0 6.330 0.0076 0.048 Vel = 2.06 25 9.460 0.0 1 0 5.0 35.750 150 22.771 to 2N 14.0 27.000 0.0 26 9.460 6.1 1.101 8R 8.0 62.750 0.0076 0.474 Vel = 2.06 26 9.460 0.0 1 0 5.0 19.125 150 23.245 to R 1.0 6.000 0.0 27 9.460 6.1 1.101 0.0 25.125 0.0076 0.190 Vel = 2.06 27 9.460 0.0 1 0 5.0 4.125 150 23.435 to 0.0 5.000 0.0 28 9.460 6.1 1.101 0.0 9.125 0.0076 0.069 Vel = 2.06 28 9.460 -16.24 1 0 5.0 2.710 150 23.504 to 0.0 5.000 0.0 29 9.460 -10.14 1.101 0.0 7.710 -0.0195 -0.150 Vel = 3.42 29 9.460 16.39 1 0 5.0 18.875 150 23.354 to 2R 2.0 7.000 0.0 30 9.460 6.25 1.101 0.0 25.875 0.0080 0.206 Vel = 2.11 30 9.460 -13.80 1 0 5.0 11.290 150 23.560 to 2R 2.0 7.000 0.0 15 9.460 -7.55 1.101 0.0 18.290 -0.0113 -0.206 Vel = 2.54 0.0 15 -7.55 23.354 K Factor= -1.56 28 9.460 16.23 1 6R 6.0 40.710 150 23.504 to 0.0 6.000 0.0 31 9.460 16.23 1.101 0.0 46.710 0.0462 2.160 Vel = 5.47 0.0 31 16.23 25.664 K Factor= 3.20 30 9.460 13.80 1 4R 4.0 40.000 150 23.560 to 0.0 4.000 0.0 11 9.460 13.8 1.101 0.0 44.000 0.0342 1.507 Vel = 4.65 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name Page 7 Date Nodel 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 11 13.80 25.067 K Factor= 2.76 31 9.460 16.23 1 0 5.0 6.580 150 25.664 to 0.0 5.000 0.0 32 9.460 16.23 1.101 0.0 11.580 0.0463 0.536 Vel = 5.47 32 9.460 0.0 1 0 5.0 2.290 150 26.200 to N 7.0 13.000 0.0 33 9.460 16.23 1.101 R 1.0 15.290 0.0462 0.707 Vel = 5.47 33 9.460 28.82 1 0 5.0 1.580 150 26.907 to 0.0 5.000 0.0 10 9.460 45.05 1.101 0.0 6.580 0.3056 2.011 Vel = 15.18 0.0 10 45.05 28.918 K Factor= 8.38 18 9.460 -20.06 1 0.0 4.875 150 22.556 to 0.0 0.0 0.0 17 9.460 -20.06 1.101 0.0 4.875 -0.0685 -0.334 Vel = 6.76 0.0 17 -20.06 22.222 K Factor= -4.26 12 9.460 -16.03 1 0 5.0 14.790 150 23.704 to N 7.0 13.000 -4.530 38 19.920 -16.03 1.101 R 1.0 27.790 -0.0452 -1.256 Vel = 5.40 0.0 38 -16.03 17.918 K Factor= -3.79 17 9.460 -20.06 1 N 7.0 14.460 150 22.222 to 0 5.0 12.000 -4.530 42 19.920 -20.06 1.101 0.0 26.460 -0.0684 -1.811 Vel = 6.76 0.0 42 -20.06 15.881 K Factor= -5.03 29 9.460 -16.39 1 0 5.0 15.080 150 23.354 to N 7.0 12.000 -4.530 51 19.920 -16.39 1.101 0.0 27.080 -0.0471 -1.275 Vel = 5.52 0.0 51 -16.39 17.549 K Factor= -3.91 33 9.460 -28.81 1 N 7.0 18.790 150 26.907 to 0 5.0 12.000 -4.530 34 19.920 -28.81 1.101 0.0 30.790 -0.1337 -4.117 Vel = 9.71 34 19.920 17.00 1 0 5.0 5.250 150 18.260 to 0.0 5.000 0.0 35 19.920 -11.81 1.101 0.0 10.250 -0.0257 -0.263 Vel = 3.98 35 19.920 6.96 1 0 5.0 19.290 150 17.997 to 2R 2.0 7.000 0.0 36 19.920 -4.85 1.101 0.0 26.290 -0.0050 -0.131 Vel = 1.63 36 19.920 6.56 1 0 5.0 4.250 150 17.866 to R 1.0 6.000 0.0 37 19.920 1.71 1.101 0.0 10.250 0.0008 0.008 Vel = 0.58 37 19.920 -10.87 1 0 5.0 19.170 150 17.874 to R 1.0 6.000 0.0 39 19.920 -9.16 1.101 0.0 25.170 -0.0161 -0.404 Vel = 3.09 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name Page 8 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 39 19.920 0.24 1 0 5.0 7.460 150 17.470 to 2R 2.0 7.000 0.0 40 19.920 -8.92 1.101 0.0 14.460 -0.0153 -0.221 Vel= 3.01 0.0 40 -8.92 17.249 K Factor= -2.15 36 19.920 -6.56 1 6R 6.0 51.290 150 17.866 to 2N 14.0 20.000 0.0 40 19.920 -6.56 1.101 0.0 71.290 -0.0087 -0.617 Vel= 2.21 0.0 40 -6.56 17.249 K Factor= -1.58 35 19.920 -6.96 1 5R 5.0 42.580 150 17.997 to N 7.0 12.000 0.0 53 19.920 -6.96 1.101 0.0 54.580 -0.0097 -0.527 Vel= 2.35 53 19.920 7.19 1 0 5.0 10.000 150 17.470 to R 1.0 6.000 0.0 39 19.920 0.23 1.101 0.0 16.000 0 0.0 Vel= 0.08 0.0 39 0.23 17.470 K Factor= 0.06 40 19.920 -15.49 1 0 5.0 8.000 150 17.249 to 0.0 5.000 0.0 41 19.920 -15.49 1.101 0.0 13.000 -0.0424 -0.551 Vel= 5.22 41 19.920 -14.08 1 0 5.0 8.670 150 16.698 to 0.0 5.000 0.0 43 19.920 -29.57 1.101 0.0 13.670 -0.1403 -1.918 Vel= 9.96 43 19.920 -11.22 1 0 5.0 1.125 150 14.780 to 0.0 5.000 0.0 44 19.920 -40.79 1.101 0.0 6.125 -0.2542 -1.557 Vel= 13.75 44 19.920 20.63 1 0 5.0 8.750 150 13.223 to R 1.0 6.000 0.0 45 19.920 -20.16 1.101 0.0 14.750 -0.0691 -1.019 Vel= 6.79 45 19.920 20.02 1 0 5.0 12.375 150 12.204 to 2N 14.0 19.000 0.0 46 19.920 -0.14 1.101 0.0 31.375 0 0.0 Vel= 0.05 46 19.920 20.03 1 0 5.0 9.875 150 12.204 to R 1.0 6.000 0.0 47 19.920 19.89 1.101 0.0 15.875 0.0673 1.069 Vel= 6.70 0.0 47 19.89 13.273 K Factor= 5.46 43 19.920 11.21 1 0 5.0 1.330 150 14.780 to 0.0 5.000 0.0 43A 19.920 11.21 1.101 0.0 6.330 0.0234 0.148 Vel= 3.78 43A 19.920 -36.22 1 0 5.0 10.080 150 14.928 to R 1.0 6.000 0.0 47 19.920 -25.01 1.101 0.0 16.080 -0.1029 -1.655 Vel= 8.43 47 19.920 19.88 1 0 5.0 2.210 150 13.273 to 0.0 5.000 0.0 48 19.920 -5.13 1.101 0.0 7.210 -0.0055 -0.040 Vel= 1.73 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name Page 9 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 48 19.920 20.64 1 0 5.0 34.790 150 13.233 to 8R 8.0 27.000 0.0 49 19.920 15.51 1.101 2N 14.0 61.790 0.0425 2.626 Vel = 5.23 49 19.920 0.0 1 0 5.0 23.920 150 15.859 to 2R 2.0 14.000 0.0 50 19.920 15.51 1.101 N 7.0 37.920 0.0425 1.611 Vel = 5.23 50 19.920 -8.76 1 0 5.0 2.670 150 17.470 to R 1.0 6.000 0.0 51 19.920 6.75 1.101 0.0 8.670 0.0091 0.079 Vel = 2.27 51 19.920 -13.65 1 0 5.0 20.080 150 17.549 to R 1.0 6.000 0.0 52 19.920 -6.9 1.101 0.0 26.080 -0.0095 -0.247 Vel = 2.33 0.0 52 -6.90 17.302 K Factor= -1.66 41 19.920 14.09 1 0 5.0 9.960 150 16.698 to 2R 2.0 7.000 0.0 52 19.920 14.09 1.101 0.0 16.960 0.0356 0.604 Vel = 4.75 52 19.920 -6.90 1 R 1.0 15.420 150 17.302 to 0.0 1.000 0.0 53 19.920 7.19 1.101 0.0 16.420 0.0102 0.168 Vel = 2.42 0.0 53 7.19 17.470 K Factor= 1.72 50 19.920 8.75 1 3R 3.0 28.750 150 17.470 to 0.0 3.000 0.0 54 19.920 8.75 1.101 0.0 31.750 0.0147 0.468 Vel = 2.95 54 19.920 -3.08 1 0 5.0 10.000 150 17.938 to 2R 2.0 7.000 0.0 55 19.920 5.67 1.101 0.0 17.000 0.0066 0.113 Vel = 1.91 55 19.920 -8.75 1 0.0 2.080 150 18.051 to 0.0 0.0 8.627 56 0 -3.08 1.101 0.0 2.080 -0.0019 -0.004 Vel = 1.04 0.0 56 -3.08 26.674 K Factor= -0.60 54 19.920 3.08 1 2P 2.0 31.500 150 17.938 to 3R 3.0 19.000 8.627 56 0 3.08 1.101 2N 14.0 50.500 0.0022 0.109 Vel = 1.04 0.0 56 3.08 26.674 K Factor= 0.60 55 19.920 8.75 1 0 5.0 8.170 150 18.051 to R 1.0 6.000 0.0 34 19.920 8.75 1.101 0.0 14.170 0.0147 0.209 Vel = 2.95 0.0 34 8.75 18.260 K Factor= 2.05 43A 19.920 36.22 1 0.0 4.670 150 14.928 to 0.0 0.0 0.0 42 19.920 36.22 1.101 0.0 4.670 0.2041 0.953 Vel = 12.21 0.0 42 36.22 15.881 K Factor= 9.09 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name Page 10 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 37 19.920 10.86 1 0.0 2.000 150 17.874 to 0.0 0.0 0.0 38 19.920 10.86 1.101 0.0 2.000 0.0220 0.044 Vel = 3.66 0.0 38 10.86 17.918 K Factor= 2.57 34 19.920 -8.25 1 N 7.0 19.290 150 18.260 to 0 5.0 12.000 0.0 57 19.920 -8.25 1.101 0.0 31.290 -0.0132 -0.414 Vel = 2.78 0.0 57 -8.25 17.846 K Factor= -1.95 38 19.920 -5.17 1 0 5.0 15.250 150 17.918 to N 7.0 13.000 -4.400 59 30.080 -5.17 1.101 R 1.0 28.250 -0.0056 -0.158 Vel = 1.74 0.0 59 -5.17 13.360 K Factor= -1.41 42 19.920 16.16 1 0 5.0 17.250 150 15.881 to N 7.0 13.000 -4.400 67 30.080 16.16 1.101 R 1.0 30.250 0.0459 1.387 Vel = 5.45 0.0 67 16.16 12.868 K Factor= 4.50 51 19.920 -2.74 1 0 5.0 15.550 150 17.549 to N 7.0 12.000 -4.400 71 30.080 -2.74 1.101 0.0 27.550 -0.0017 -0.048 Vel = 0.92 0.0 71 -2.74 13.101 K Factor= -0.76 57 19.920 -4.57 1 0 5.0 13.375 150 17.846 to 2R 2.0 7.000 -4.400 58 30.080 -4.57 1.101 0.0 20.375 -0.0044 -0.090 Vel = 1.54 58 30.080 5.59 1 0 5.0 9.170 150 13.356 to 2R 2.0 7.000 0.0 59 30.080 1.02 1.101 0.0 16.170 0.0002 0.004 Vel = 0.34 59 30.080 -5.17 1 0 5.0 38.875 150 13.360 to 5R 5.0 17.000 0.0 60 30.080 -4.15 1.101 N 7.0 55.875 -0.0037 -0.207 Vel = 1.40 60 30.080 0.08 1 0 5.0 17.000 150 13.153 to 4P 4.0 10.000 0.0 61 30.080 -4.07 1.101 R 1.0 27.000 -0.0036 -0.097 Vel = 1.37 61 30.080 1.65 1 0 5.0 7.920 150 13.056 to R 1.0 6.000 0.0 63 30.080 -2.42 1.101 0.0 13.920 -0.0014 -0.019 Vel = 0.82 63 30.080 0.0 1 0 5.0 12.000 150 13.037 to 0.0 5.000 0.0 64 30.080 -2.42 1.101 0.0 17.000 -0.0014 -0.023 Vel = 0.82 64 30.080 0.0 1 0 5.0 11.000 150 13.014 to 2R 2.0 7.000 0.0 65 30.080 -2.42 1.101 0.0 18.000 -0.0014 -0.025 Vel = 0.82 65 30.080 0.0 1 0 5.0 8.625 150 12.989 to 0.0 5.000 0.0 66 30.080 -2.42 1.101 0.0 13.625 -0.0014 -0.019 Vel = 0.82 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name Page 11 Date Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 66 30.080 5.16 1 0 5.0 27.080 150 12.970 to 7R 7.0 12.000 0.0 69 30.080 2.74 1.101 0.0 39.080 0.0017 0.068 Vel = 0.92 69 30.080 0.0 1 0 5.0 24.080 150 13.038 to 2R 2.0 14.000 0.0 70 30.080 2.74 1.101 N 7.0 38.080 0.0017 0.065 Vel = 0.92 70 30.080 0.85 1 0 5.0 15.875 150 13.103 to 2R 2.0 7.000 0.0 75 30.080 3.59 1.101 0.0 22.875 0.0028 0.065 Vel = 1.21 75 30.080 0.0 1 0 5.0 4.420 150 13.168 to 0.0 5.000 0.0 74 30.080 3.59 1.101 0.0 9.420 0.0029 0.027 Vel = 1.21 74 30.080 0.09 1 0 5.0 37.375 150 13.195 to 2N 14.0 22.000 0.0 76 30.080 3.68 1.101 3R 3.0 59.375 0.0030 0.176 Vel = 1.24 76 30.080 0.0 1 0 5.0 17.080 150 13.371 to 3R 3.0 8.000 4.400 57 19.920 3.68 1.101 0.0 25.080 0.0030 0.075 Vel = 1.24 0.0 57 3.68 17.846 K Factor= 0.87 58 30.080 -5.58 1 R 1.0 24.080 150 13.356 to 0.0 1.000 0.0 73 30.080 -5.58 1.101 0.0 25.080 -0.0064 -0.161 Vel = 1.88 0.0 73 -5.58 13.195 K Factor= -1.54 74 30.080 -0.09 1 2R 2.0 17.170 150 13.195 to 0.0 2.000 0.0 73 30.080 -0.09 1.101 0.0 19.170 0 0.0 Vel = 0.03 73 30.080 -5.58 1 0 5.0 1.375 150 13.195 to 0.0 5.000 0.0 72 30.080 -5.67 1.101 0.0 6.375 -0.0067 -0.043 Vel = 1.91 72 30.080 5.75 1 0 5.0 21.625 150 13.152 to 3R 3.0 12.000 0.0 60 30.080 0.08 1.101 4P 4.0 33.625 0 0.001 Vel = 0.03 0.0 60 0.08 13.153 K Factor= 0.02 72 30.080 -5.75 1 R 1.0 15.875 150 13.152 to 0.0 1.000 0.0 68 30.080 -5.75 1.101 0.0 16.875 -0.0068 -0.114 Vel = 1.94 0.0 68 -5.75 13.038 K Factor= -1.59 61 30.080 -1.65 1 0.0 8.750 150 13.056 to 0.0 0.0 0.0 62 30.080 -1.65 1.101 0.0 8.750 -0.0007 -0.006 Vel = 0.56 62 30.080 0.0 1 0 5.0 10.830 150 13.050 to 2R 2.0 7.000 0.0 68 30.080 -1.65 1.101 0.0 17.830 -0.0007 -0.012 Vel = 0.56 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name Page 12 Date Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 68 30.080 5.25 1 2R 2.0 20.250 150 13.038 to 0.0 2.000 0.0 71 30.080 3.6 1.101 0.0 22.250 0.0028 0.063 Vel = 1.21 71 30.080 -2.75 1 0 5.0 2.670 150 13.101 to R 1.0 6.000 0.0 70 30.080 0.85 1.101 0.0 8.670 0.0002 0.002 Vel = 0.29 0.0 70 0.85 13.103 K Factor= 0.23 68 30.080 -11.00 1 0.0 7.540 150 13.038 to 0.0 0.0 0.0 67 30.080 -11.0 1.101 0.0 7.540 -0.0225 -0.170 Vel = 3.71 67 30.080 16.16 1 0 5.0 12.375 150 12.868 to R 1.0 6.000 0.0 66 30.080 5.16 1.101 0.0 18.375 0.0056 0.102 Vel = 1.74 0.0 66 5.16 12.970 K Factor= 1.43 201 9.460 4.90 20.02 1 0.0 0.500 150 16.700 to 0.0 0.0 -4.530 45 19.920 20.02 1.101 0.0 0.500 0.0680 0.034 Vel = 6.75 0.0 45 20.02 12.204 K Factor= 5.73 202 9.460 4.90 20.02 1 0.0 0.500 150 16.700 to 0.0 0.0 -4.530 46 19.920 20.02 1.101 0.0 0.500 0.0680 0.034 Vel = 6.75 0.0 46 20.02 12.204 K Factor= 5.73 203 9.460 4.90 20.63 1 0.0 0.500 150 17.728 to 0.0 0.0 -4.530 48 19.920 20.63 1.101 0.0 0.500 0.0700 0.035 Vel = 6.95 0.0 48 20.63 13.233 K Factor= 5.67 204 9.460 4.90 20.62 1 0.0 0.500 150 17.717 to 0.0 0.0 -4.530 44 19.920 20.62 1.101 0.0 0.500 0.0720 0.036 Vel = 6.95 0.0 44 20.62 13.223 K Factor= 5.67 Computer Programs by Hydratec Inc. Revision: 50.53.5 COMMERCIAL FIRE PROTECTION, INC. 17199 Bennett Road • Mt Vernon, Washington 98273 Phone (360) 848-9093 • Fax (360) 848-1072 License# COMMEFP132MM HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME ANACORTES FAMILY APARTMENTS JOB NO. 2018039 DATE 04/04/2019 ADDRESS 1016 27TH STREET BY JONATHAN YOUNG ANACORTES WA,98221 SYSTEM DESIGNATION: 2 HAZARD DESCRIPTION: ATTIC HAZARD CLASS PER NFPA 13 : LIGHT HAZARD SPECIFIC RULING: FLOWING (8) SD1 SPRINKLERS AT A MINIMUM OF 25 GPM AT 20 PSI PER SPRINKLER& FLOWING (2)AP SPRINKLERS AT A MINIMUM OF 0.10 GPM/FT2 AT 7 PSI PER SPRINKLER RULING MADE BY: OF DENSITY: GPM OVER THE MOST HYDRAULICALLY REMOTE SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 100 GPM NODE 0 IN-RACK SPRINKLER DEMAND N/A GPM SYSTEM TYPE: DRY TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 96 "C" FACTOR OVERHEAD : 100 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 172 SQUARE FEET SPRINKLER MANUFACTURER: TYCO MODEL: SD1 TEMPERATURE: 212 ° F K-FACTOR: 5.6 SIN#: TY3183 WATER SUPPLY: ELEVATION OF TEST: 0 STATIC 74 PSI DATE OF TEST: 3/22/2018 RESIDUAL 62 PSI DATA PROVIDED BY: CFP FLOW TEST FLOW 876 GPM LOCATION OF TEST: SITE WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Mike Hinton 7358-0100-C Level 3 SUMMARY Commercial Flre Protection,Inc. 1 '1re 9 COMMEFP132MMM 357.47 GPM REQUIRED AT 52.03 PSI �t L.. LU 4/9/I /9 AT CONNECTION TO CITY WATERMAIN `a:ature Date (INCLUDING 100 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP Water Supply Curve C Your Company Name Page 1 Date City Water Supply: Demand: C1 -Static Pressure : 74 D1 - Elevation : 15.158 C2 - Residual Pressure: 62 D2 - System Flow : 257.474 C2 - Residual Flow : 876 D2 - System Pressure : 52.027 Hose ( Demand ) : 100 D3 - System Demand : 357.474 Safety Margin : 19.687 150 140 130 p120 R 110 E 100 S 90 S 80 C1 Q U 70 — C2 0 R 60 D2 0 E 50 40V D3 30 20 10 100 200 300 400 500 600 700 800 900 FLOW ( NA1.85 ) Computer Programs by Hydratec Inc. Revision: 50.53.5 Fittings Used Summary Your Company Name Page 2 Date Fitting Legend Abbrev. Name 1/ 3/ 1 1% 1% 2 2'/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dge Dry Gem DPV-1 2.2 4.9 8.9 22 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a *will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.53.5 Flow Summary - NFPA Your Company Name Page 3 Date SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure 0 74.0 62 876.0 71.714 357.47 52.027 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 0 0.0 52.03 100.0 1 1.0 49.56 2 2.58 48.85 3 3.08 48.62 5 3.08 48.18 6 3.79 47.44 7 7.08 45.08 40 32.29 26.33 42 32.29 26.02 43 32.29 25.78 44 32.29 23.85 46 32.29 23.93 48 32.29 25.76 49 32.29 24.77 41 39.0 22.09 42B 32.29 25.64 42A 32.29 25.63 47 32.29 23.83 45 32.29 23.74 50 32.29 24.5 401 39.0 5.6 20.85 25.57 402 39.0 5.6 21.57 26.01 403 37.0 5.6 21.73 26.11 404 37.0 5.6 20.78 25.53 405 35.0 5.6 20.07 25.09 406 35.0 5.6 20.0 25.04 407 33.5 5.6 21.12 25.74 408 33.5 5.6 21.05 25.69 409 33.5 5.6 22.26 26.42 410 33.5 5.6 22.02 26.28 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name 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 0 0 H100 -257.47 4 2G 5.813 91.420 140 52.027 to 3E 43.601 49.414 -0.433 1 1 -257.47 4.1 0.0 140.834 -0.0145 -2.038 Vel = 6.26 1 1 0.0 4 0.0 1.580 120 49.556 to 0.0 0.0 -0.684 2 2.580 -257.47 4.31 0.0 1.580 -0.0152 -0.024 Vel = 5.66 2 2.580 0.0 4 0.0 0.500 120 48.848 to 0.0 0.0 -0.217 3 3.080 -257.47 4.31 0.0 0.500 -0.0140 -0.007 Vel = 5.66 3 3.080 0.0 4 T 27.874 1.500 120 48.624 to 0.0 27.874 0.0 5 3.080 -257.47 4.31 0.0 29.374 -0.0151 -0.443 Vel = 5.66 5 3.080 0.0 4 T 27.874 0.750 120 48.181 to 0.0 27.874 -0.308 6 3.790 -257.47 4.31 0.0 28.624 -0.0151 -0.431 Vel = 5.66 6 3.790 0.0 4 B 11.936 3.625 100 47.442 to Dge 8.853 40.683 -1.425 7 7.080 -257.47 4.31 T 19.894 44.308 -0.0211 -0.937 Vel = 5.66 7 7.080 0.0 3 4E 29.094 74.000 100 45.080 to 0.0 29.095 -10.918 40 32.290 -257.47 3.314 0.0 103.095 -0.0760 -7.837 Vel = 9.58 40 32.290 51.57 3 0.0 6.000 100 26.325 to 0.0 0.0 0.0 42 32.290 -205.9 3.314 0.0 6.000 -0.0502 -0.301 Vel = 7.66 42 32.290 51.64 3 0.0 8.375 100 26.024 to 0.0 0.0 0.0 43 32.290 -154.26 3.314 0.0 8.375 -0.0295 -0.247 Vel = 5.74 43 32.290 101.56 3 0.0 4.920 100 25.777 to 0.0 0.0 0.0 48 32.290 -52.7 3.314 0.0 4.920 -0.0041 -0.020 Vel = 1.96 0.0 48 -52.70 25.757 K Factor=-10.38 43 32.290 -50.74 1.5 T 8.058 13.460 100 25.777 to 0.0 8.058 0.0 44 32.290 -50.74 1.728 0.0 21.518 -0.0898 -1.932 Vel = 6.94 44 32.290 25.05 1.5 0.0 4.000 100 23.845 to 0.0 0.0 0.0 45 32.290 -25.69 1.728 0.0 4.000 -0.0255 -0.102 Vel = 3.51 0.0 45 -25.69 23.743 K Factor= -5.27 43 32.290 -50.83 1.5 T 8.058 12.460 100 25.777 to 0.0 8.058 0.0 46 32.290 -50.83 1.728 0.0 20.518 -0.0901 -1.848 Vel = 6.95 46 32.290 25.09 1.5 0.0 4.000 100 23.929 to 0.0 0.0 0.0 47 32.290 -25.74 1.728 0.0 4.000 -0.0258 -0.103 Vel = 3.52 0.0 47 -25.74 23.826 K Factor= -5.27 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name 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 40 32.290 -51.58 1.5 T 8.058 6.330 100 26.325 to 0.0 8.058 -2.906 41 39 -51.58 1.728 0.0 14.388 -0.0925 -1.331 Vel = 7.06 0.0 41 -51.58 22.088 K Factor= -10.97 48 32.290 -52.70 1.5 0.0 10.250 100 25.757 to 0.0 0.0 0.0 49 32.290 -52.7 1.728 0.0 10.250 -0.0963 -0.987 Vel = 7.21 49 32.290 26.42 1.5 0.0 10.000 100 24.770 to 0.0 0.0 0.0 50 32.290 -26.28 1.728 0.0 10.000 -0.0266 -0.266 Vel = 3.60 0.0 50 -26.28 24.504 K Factor= -5.31 41 39 -25.57 1 T 3.568 0.753 100 22.088 to 0.0 3.568 0.0 401 39 -25.57 1.049 0.0 4.321 -0.2872 -1.241 Vel = 9.49 0.0 401 -25.57 20.847 K Factor= -5.60 41 39 -26.01 1 0.0 1.750 100 22.088 to 0.0 0.0 0.0 402 39 -26.01 1.049 0.0 1.750 -0.2966 -0.519 Vel = 9.66 0.0 402 -26.01 21.569 K Factor= -5.60 42 32.290 -26.11 1.5 T 8.058 6.460 100 26.024 to 0.0 8.058 0.0 42B 32.290 -26.11 1.728 0.0 14.518 -0.0263 -0.382 Vel = 3.57 42B 32.290 0.0 1 E 1.427 4.830 100 25.642 to 0.0 1.427 -2.040 403 37 -26.11 1.049 0.0 6.257 -0.2984 -1.867 Vel = 9.69 0.0 403 -26.11 21.735 K Factor= -5.60 42 32.290 -25.53 1.5 T 8.058 7.460 100 26.024 to 0.0 8.058 0.0 42A 32.290 -25.53 1.728 0.0 15.518 -0.0252 -0.391 Vel = 3.49 42A 32.290 0.0 1 T 3.568 4.830 100 25.633 to E 1.427 4.995 -2.040 404 37 -25.53 1.049 0.0 9.825 -0.2864 -2.814 Vel = 9.48 0.0 404 -25.53 20.779 K Factor= -5.60 46 32.290 -25.09 1 T 3.568 4.670 100 23.929 to E 1.427 4.995 -1.174 405 35 -25.09 1.049 0.0 9.665 -0.2774 -2.681 Vel = 9.31 0.0 405 -25.09 20.074 K Factor= -5.60 44 32.290 -25.04 1 T 3.568 4.670 100 23.845 to E 1.427 4.995 -1.174 406 35 -25.04 1.049 0.0 9.665 -0.2764 -2.671 Vel = 9.30 Computer Programs by Hydratec Inc. Revision: 50.53.5 Final Calculations : Hazen-Williams Your Company Name Page 6 Date Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 406 -25.04 20.000 K Factor= -5.60 47 32.290 -25.74 1 T 3.568 2.500 100 23.826 to E 1.427 4.995 -0.524 407 33.500 -25.74 1.049 0.0 7.495 -0.2907 -2.179 Vel = 9.56 0.0 407 -25.74 21.123 K Factor= -5.60 45 32.290 -25.69 1 T 3.568 2.500 100 23.743 to E 1.427 4.995 -0.524 408 33.500 -25.69 1.049 0.0 7.495 -0.2898 -2.172 Vel = 9.54 0.0 408 -25.69 21.047 K Factor= -5.60 49 32.290 -26.42 1 T 3.568 1.500 100 24.770 to E 1.427 4.995 -0.524 409 33.500 -26.42 1.049 0.0 6.495 -0.3053 -1.983 Vel = 9.81 0.0 409 -26.42 22.263 K Factor= -5.60 50 32.290 -26.28 1 T 3.568 1.500 100 24.504 to E 1.427 4.995 -0.524 410 33.500 -26.28 1.049 0.0 6.495 -0.3021 -1.962 Vel = 9.76 0.0 410 -26.28 22.018 K Factor= -5.60 Computer Programs by Hydratec Inc. Revision: 50.53.5 TOLBraceTM Seismic Bracing Calculations Contractor: COMMERCIAL FIRE PROTEC Project Address: THE ANACORTES FAMILYAPARTN Address: 17199 BENNETT RD MT VERNON,WA 98273 Ea1•N 1016 27TH STREET —__ Phone: (360)848-9093 Powering Cosiness Worldwide ANACORTES WA, 98221 License: COMMEFP132MM Job#2018039 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Loa Diameter of Brace 1"Sch.40 Fig. 1001 Clamp 1600 lbs(726 kg) 1131 lbs(513 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) Type of Brace Sch. 7 --_ See Fastener Information `Calculation Based on CONCENTRIC Loading Angle of Brace 45 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 lbs(594 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Fastener Information STEEL PIPE �; Orientation to Connecting Surface NFPA Type B Fastener :!./ Type Dual Through-Bolts-Fig.906 + •♦'� II—C., ,/, , Diameter 1/2in. (13 mm) /''P� Length Minimum 4x Wood Member itb'TOLCO FIG. 1001 �: i FAST CLAMP Maximum Load 600 lbs(272 k•) 4 * Brace Identification on Plans EQ BRACE'2' Prying Factor N/A _ Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.537 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3"(80 mm) Sch.7 26 ft(7.9 m) 26 ft(7.9 m) 7.18 lb/ft(10.68 kg/m) 187 lbs(85 kg) 3"(80 mm) Sch.7 26 ft(7.9 m) 26 ft(7.9 m) 7.18 lb/ft(10.68 kg/m) 187 lbs(85 kg) 1.5"(40 mm) Sch.7 96 ft(29.3 m) 96 ft(29.3 m) 2.71 lb/ft(4.03 kg/m) 260 lbs(118 kg) 1"(25 mm) Sch.40 136 ft(41.5 m) 136 ft(41.5 m) 2.05 lb/ft(3.05 kg/m) 279 lbs(127 kg) Subtotal Weight 913 lbs(414 kg) Wp(incl. 15%) 1050 lbs(476 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 564 lbs(256 kg) 3" Sch.7 26 Maximum Fpw per 9.3.5.5.2(if applicable) 453 lb(205 kg) {TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation THE ANACORTES FAMILY APARTMENTS Job#2018039 1016 27TH STREET E,.T•N Powering BusinessWoddwrdt Brace Identification EQ BRACE'2' Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 3" Sch.7 Steel Pipe Spacing of Brace 26'0"(7.92 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 1/2(13 mm) Dual Through-Bolts Perpendicular to Beam-TOLCO Fig Length of Fastener Minimum 4x Wood Member Summary of Pipe within Zone of Influence 3"Sch.7 Steel Pipe(76.2 mm) 26 ft(7.9 m) 3"Sch.7 Steel Pipe(76.2 mm) 26 ft(7.9 m) 1.5"Sch.7 Steel Pipe(38.1 mm) 96 ft(29.3 m) 1"Sch.40 Steel Pipe(25.4 mm) 136 ft(41.5 m) G-Factor Used 0.537 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 563 lbs(255 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 600 lbs(272 kg) Fig. 1001 Clamp 1131 lbs(513 kg) Fig.980 Universal Swivel 1425 lbs(646 kg) Structural Member WOODEN TOP PLATE Calculations prepared by JONATHAN YOUNG The description of the Structural Member is for informational purposes only. TOLBracelM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'"'8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: COMMERCIAL FIRE PROTEC Project Address: THE ANACORTES FAMILY APARTN Address: 17199 BENNETT RD MT VERNON,WA 98273 T. 1016 27TH STREET Phone: (360)848-9093 Powering BusinessWorldwida ANACORTES WA,98221 License: COMMEFP132MM Job#2018039 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0" (2.134 m) TOLCOTM Component Listed Load Adjusted Loa Diameter of Brace 1"Sch.40 Fig.4L Clamp 2015 lbs(914 kg) 1425 lbs(646 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) Type of Brace Sch. 7 See Fastener Information "Calculation Based on CONCENTRIC Loading Angle of Brace 45°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"t11 mm) Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG. 981 - Max Horizontal Load 1310 lbs(594 kg) UNIVERSAL SWAY BRACE C ATTACHMENT STEEL PIPE Fastener Information Orientation to Connecting Surface NFPA Type B /!/ / Fastener O, TOLCO FIG. 4L IOC Type Lag Screw PIPE CLAMP FOR Diameter 1/2in. SWAY BRACING 0( Length 4-1/2in. 0 I ) 1 Maximum Load 355 lbs(161 kg) O Brace Identification on Plans EQ BRACE'3' Prying Factor N/A _ Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.537 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3"(80 mm) Sch.7 40 ft(12.2 m) 40 ft(12.2 m) 7.18 lb/ft(10.68 kg/m) 287 lbs(130 kg) 3"(80 mm) Sch.7 40 ft(12.2 m) 40 ft(12.2 m) 7.18 lb/ft(10.68 kg/m) 287 lbs(130 kg) Subtotal Weight 574 lbs(260 kg) Wp(incl. 15%) 660 lbs(299 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 354 lbs(161 kg) 3" Sch.7 40 Maximum Fpw per 9.3.5.5.2(if applicable) N/A {TOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation THE ANACORTES FAMILY APARTMENTS Job#2018039 1016 27TH STREET E T•N Powering Business Woddw06 Brace Identification EQ BRACE'3' Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 3" Sch.7 Steel Pipe Spacing of Brace 40'0" (12.19 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 1/2in.x 4-1/2in. Lag-Screw Length of Fastener 4-1/2in. Summary of Pipe within Zone of Influence 3"Sch.7 Steel Pipe(76.2 mm) 40 ft(12.2 m) 3"Sch.7 Steel Pipe(76.2 mm) 40 ft(12.2 m) G-Factor Used 0.537 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 355 lbs(161 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 355 lbs (161 kg) Fig.4L Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs(646 kg) Structural Member FRAMED WALL DOUBLE TOP PLATE Calculations prepared by JONATHAN YOUNG The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBraceT"8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: COMMERCIAL FIRE PROTEC Project Address: THE ANACORTES FAMILY APARTN Address: 17199 BENNETT RD MT VERNON,WA 98273 F T N 1016 27TH STREET Phone: (360)848-9093 PowenfWQusinessWorldwide ANACORTES WA,98221 License: COMMEFP132MM Job#2018039 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Loa Diameter of Brace 1"SCh.40 _ Fig. 1001 Clamp 1600 lbs(726 kg) 1386 lbs(629 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1745 lbs(792 kg) Type of Brace Sch. 7 _ See Fastener Information 60°Min. *Calculation Based on CONCENTRIC Loading Angle of Brace ""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 1604 lbs(728 kg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACH M ENT Fastener Information ; *; STEEL PIPE Orientation to Connecting Surface NFPA Type C " i', / / Fastener f '4 Type Lag-Screw ♦;� 1/tin. ♦ Diameter tr--+ ' _ "'�","0 Length 4-1/2in. TOLCO FIG. FAST CLAMP Maximum Load 380 lbs(172 kg) _ 4 4. Brace Identification on Plans EQ BRACE'1' Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.537 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3"(80 mm) Sch.7 25 ft(7.6 m) 25 ft(7.6 m) 7.18 lb/ft(10.68 kg/m) 180 lbs(82 kg) 3"(80 mm) Sch.7 24 ft(7.3 m) 24 ft(7.3 m) 7.18 lb/ft(10.68 kg/m) 172 lbs(78 kg) Subtotal Weight 352 lbs(160 kg) Wp(incl. 15%) 405 lbs(184 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 217 lbs(99 kg) 3" Sch.7 25 Maximum Fpw per 9.3.5.5.2(if applicable) 552 lb(250 kg) {TOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation THE ANACORTES FAMILY APARTMENTS Job#2018039 1016 27TH STREET •�� Powering BusinessWorfdwide Brace Identification EQ BRACE'1' Brace Type(Per NFPA#13) NFPA Type C Braced Pipe(ft) 3"Sch.7 Steel Pipe Spacing of Brace 25'0"(7.62 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener 1/2in.x 4-1/2in. Lag-Screw Length of Fastener 4-1/2in. Summary of Pipe within Zone of Influence 3"Sch.7 Steel Pipe(76.2 mm) 25 ft(7.6 m) 3"Sch.7 Steel Pipe(76.2 mm) 24 ft(7.3 m) G-Factor Used 0.537 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 217 lbs(98 kg) Material Capacity 1604 lbs(728 kg) Fastener Capacity 380 lbs(172 kg) Fig. 1001 Clamp 1386 lbs(629 kg) Fig.980 Universal Swivel 1745 lbs(792 kg) Structural Member FRAMED WALL Calculations prepared by JONATHAN YOUNG *The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace°'8 Visit us at www.tolco.com FRAMED WALL i GENERAL NOTES t al)1 j ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED OTHERWISE. v (2)TOLCO FIG 980 J 45° 45°\ (2)1/2"x 4 1/2"LAG SCREW LI )1 , 7- SWIVEL END •l ALL STEEL PIPE TO BE AS FOLLOWS: --1 r------_---.-.--------..-,I SCHEDULE 40 SPECIFICATIONS - -• (2)1"x(4-0)SCH 40 BRACE PIPE ) r 4•SUPPLY FLANGED PIPE WALL INTERNAL i? ! 1 ± i WEIGHT OF CAPACITY IN (2)TOLCO FIG 1001 ,-, ,II SIZE THICKNESS DIAMETER END PREP TYPES FILLED PIPE_GALLONS/FT. FAST CLAMP 4 A11` (2),"MIN EXCESS PIPE a O O p 1 0.133 1 049 THREADED,CUT&ROLL GROOVED,PLAIN END,POLISHED 2.050 0.044 • .` �,�. THROUGH FAST CLAMP I ALLIED DYNA-FLOW SPECIFICATIONS ' 4"FDC FLANGE i I ! PIPE WALL WEIGHT OF CAPACITY IN [fI u SIZETHICKNESS INTERNAL WEIGHT^-•---� Y-- I , _-- ' 1 0.086 1.728 ROLL GROOVED,POLISHED,PLAIN END)BUTT.WELDING FILLED 0PIPE GALLONS/FT. I11 .122 _I ) ._..-_.._--:_._-.-_.__.-___.,.,._.-.... -. -...._.�1___.... ......_J. .....- - _�c..._...-"^�I 3 0.093 3.3,4 ROLL GROOVED,PLAIN END(BlfrT WELDING) 7.180 0.448 EQ BRACE I�I I 4 0.095 4.310 ROLL GROOVED,PLAIN END(B TT WELDING) 10.86 0.758 III ALL CPVC PIPE TO BE AS FOLLOWS: f , BLAZE MASTER CPVC PIPE ASTM F-442 PIPE WALL INTERNAL I� N __ SIZE THICKNESS DIAMETER END PREP TYPES FILLED PIPE GALLONS/IFT. 'fl1( / 1 0.214 1.101 PLAIN END 0.674 .0495 k 1 1/2 0.302 1.598 PLAIN END 1.417 .1042 1! ANACORTES 1 h' �j MAXIMUM DISTANCE BETWEEN HANGERS TO BE AS FOLLOWS:: - ! I FRAMED WALL / 1 NOMINAL PIPE SIZE 3/4 1 1 1/4 1 1/22 2 1/2 3 4 5 6 8 , 1 f - '--"""""""""�" STEEL PIPE N/A 12-0 12-0 15-0 15-0 15.0 15-0 15.0 15-0 15-0 15-0 FAMILY EXISTING BUILDING y N AS EI� "Dia 1 1 CPVC PIPE 5-6 6.0 6-6 7.0 8-0 9-0 10-0 N/A N/A N/A N/A APARTMENTS SEE RISER DETAIL GG 00I a SHEET,OF L I 'I `\ MAXIMUM DISTANCE FROM CPVC SPRINKLER DROP TO HANGER TO BE AS FOLLOWS: �I FLANGE LOCATION PLAN NOMINAL PIPE SIZE 3/4 11,4 ,12 2 2„2 3 4 5 6 6 O L� - I I� 10 ( ,, ` LESS THAN 100IS PSI 9" 12" 16" 24" 24" 24" 24" NA N/A N/A N/A 1-5/8'x 1-50 x 24"LONG UNI-STRUT(2) p 0 �,/f 3/8"x2-1;2"LAG SCREW(4) ■I■ 00000 \'f�; 0 2 4 MORE THAN 100 PSI 6" 9" 12' 12" 12" 12" 12" N/A N/A NIA N/A • (TACK WELD)3/8"STRUT NUT(4) 3/8"PLATE WASHER(4) ) 3/8"x 2"BOLT&WASHER(4) 11 ' MI SCALE 1/2"=1'-0" 1 I [ ! 1{ - • 1 SCOPE OF WORK 4"FDC PIPING 1 BY OTHERS 1 1 � YARD PIV�" YARD FDC COMMERCIAL FIRE PROTECTION(CFP)WILL PROVIDE ONE WET PIPE AUTOMATIC FIRE SPRINKLER BY OTHERS r r &!RI BY OTHERS • SYSTEMS TO PROTECT THE HEATED INTERIOR OF THE BUILDING ONE DRY PIPE AUTOMATIC FIRE _II s - i i SPRINKLER SYSTEM TO PROTECT THE UNHEATED ATTIC SPACES., 7 ._" CFP WILL BEGIN WORK INSIDE THE BUILDING AT A 4"SUPPLY FLANGE AND A 4"FIRE DEPARTMENT -.---4"SUPPLY PIPING ~�''� s'-5.5° O .. CONNECTION FLANGE LEFT A MINIMUM OF 6"ABOVE THE FINISHED FLOOR BY OTHERS. I _ BY OTHERS ®®� AFF 1'+ _ _ -' I�� ' CLARIFICATIONS N 4'x3" n d f GROOVED REDUCER 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM I. _ . & 6. . 1 & -0 ' OF 40°F TO PREVENT FREEZING. ?i Iy II ; Q 2. CFP ASSUMES THE STRUCTURE TO BE ADEQUATE TO SUPPORT THE SPRINKLER SYSTEM. I I. L 11 dI AIR COMPRESSOR MOUNTING DETAIL © , EXCLUSIONS Y' 1.5(0.4)xG, j-� ; A. ' ° �f 1. PAINTING OR LABELING OF SPRINKLER PIPING AND/OR EQUIPMENT. ` , 6 04 i 0" 2. ELECTRICAL WIRING OF ANY KIND. L 27TH STREET I m 111 _ �00 0 n 3. CENTRAL STATION ALARM EQUIPMENT,WIRING,AND MONITORING. 0 �. I 4. ALARM NOTIFICATION DEVICES(STROBES,BELLS,ETC)TO BE SUPPLIED AND INSTALLED BY LJ LJ m FIRE ALARM CONTRACTOR. yy - 5. UNDERGROUND WORK,YARD P.I.V.AND YARD FDC. EXISTING 4 ro ..-----1 .. .�... t I CITY WATERMAIN - 4"GROOVED FLANGE ' ! O •- 4"(0-8)G x G G4LV I I 4"GROOVED x FLANGE ADAPTER /,/' I 4"SUPPLY PIPE-- 1 - -4"F6C PIPE / f BY OTHERS BY OTHERS _ .-.._._...-.„... �._.-._.,_. ✓✓� r--•-^-�f-}-~,•-. 2'ANNULAR SPACE REQUIRED DESIGN GN CRITERIA /// T I AROUND PIPE-TYP±CAL RISER DETAIL PER NFPA 13-2016 EDITION INSTALLATION OF SPRINKLER SYSTEMS SITE PLAN 0 2 4 RESIDENTIAL ^1 0 5 10 15 20 25 SCALE 1/2°=1'-0" SECTION 11.3.1.1 THE DESIGN AREA SHALL BE THE AREA THAT INCLUDES THE FOUR ADJACENT SCALE 1"=10, WATER SUPPLY DATA RISER EQUIPMENT LIST SPRINKLERS THAT PRODUCE THE GREATEST HYDRAULIC DEMAND. O1 SECTION 11.3.1.3 THE MINIMUM REQUIRED DISCHARGE FROM EACH OF THE FOUR 2 ITEM QTY SIZE DESCRIPTION MANUFACTURER MODEL HYDRAULICALLY MOST DEMANDING SPRINKLERS SHALL BE THE GREATER OF THE FOLLOWING: STATIC 74 PSI 1 4" DOUBLE DETECTOR CHECK VALVE ASSEMBLY BACKFLOW DIRECT DERINGER 30 60,0° RESIDUAL 62 PSI 2 1 4" SWING CHECK VALVE GLOBE RCV (1)IN ACCORDANCE WITH MINIMUM FLOW RATES INDICATED IN INDIVIDUAL LISTINGS. __- ASPHALT COMP ROOFING OVER PLYWOODSHEATHING 3 1 1.5" TAMPERED BALL VALVE AMES LFAFBV-FP-GV-SW (2)CALCULATED BASED ON DELIVERING A MINIMUM 0.1 GPM/SQ.FT.OVER THE DESIGN AREA. OVER ROOF TRUSSES WITH BATT INSULATION AND GWB CEIUNGS 4 1 1.5" SWING CHECK VALVE t2 FLOWING 876 GPM NIBCO KT-403-W t 5 1 1.5" COMMERCIAL RISERPACK AGF 8430A PER THE SPECIFIC LISTING OF THE TYCO MODEL TY2234 LFII RESIDENTIAL SPRINKLER 4.5 DRY PIPE VALVE(WITH CONTROL VALVE) GLOBE RCW-LP MAXIMUM COVERAGE AREA-16 FT.X 16 FT.=MINIMUM DESIGN FLOW-13 GPM AT 7 PSI DATA PROVIDED BY COMMERCIAL FIRE PROTECTION FLOW TEST 6 1 4" 7 1 520 GALLON AIR COMPRESSORa / = 82 2.5" HOSE VALVE FPPI 0281 R-0D1-115PD MAXIMUM CALCULATED COVERAGE AREA=130 SQ.FT. FPPI 07-001.00 �� i/ �� - = �� 9 1 12 HEAD SPARE HEAD CABINET TYCO 1124AT°T°IC.___.. \ ` n Dnn 0)101 � • SYSTEM #1 DATASPECIAL APPLICATION SPRINKLERS FOR PROTECTING ATTICS r C",C II I 1,tC...,1,(M 11 ,oplm �Il n:. a4 LO�r P, I it"� L O'° 1 pI'F(s101 ^±Ii - ^^^� ^°- - "��-•_._. D�i AREA DESCRIPTION AREA SQ.FOOTAGE NO.OF SPRINKLERS SD1 (TY3183)MINIMUM DESIGN FLOW-25 GPM AT 20 PSI FILE C ,.TY FIRST FLOOR 4248 SQ.FT. 53 SPARE SPRINKLERS&WRENCHES ROOF SLOPES 4:12 TO LESS THAN 7:12 AND A SPAN GREATER THAN 10 FEET LESS THAN OR AIM EQUAL TO 30 FEET. �� SECOND FLOOR 4248 SQ.FT. 53 MANUFACTURER SIN# TYPE MODEL FINISH K-FACTOR THREAD TEMP QTY pQ.�EI`G�RE O-B-4 DRY SYSTEMS-CALCULATE THE MOST DEMANDING(8)SD1 SPRINKLERS HALL .� #3B KITCHEN ,..■ [f #3ATHIRD FLOOR KITCHEN \.. ! 11 !:! i tl/"� J °i TOTAL 12744 SO.FT. 159 VIKING VK468 SSP RES. WHITE 5.6 1/2" 175' 2 LuI(I.__ 119132"PLYWOOD OR OSB FLOORING OVER VIKING VK305 HSW QR BRASS 5.6 1/2" 200° 2 11.1 14 BCI BOO 1.8 DF I FLOOR JOIST W/BATTINSULATION&GWBCEIUNGS HYDRAULIC CALCULATION DATA TYCO TY3180 ATTIC BB1 BRASS 5.6 1/2" 212° z �1 ,I _ i,' TYCO TY3183 ATTIC SO1 BRASS 56 1/2" 212° 2 _ FIRE MARSHAL. I ELEVATOR J'-?- , FLOWING(4)SPRINKLERS AT A MINIMUM OF 20 GPM AT 16.7 PSI TYCO TY3190 ATTIC AP BRASS 5.6 1/2" 200° 2 r SHAFT �r -. _.;,; r,, ;. ��j J ,J�! �'�� DEMAND AT CITY CONNECTION=181.28 GPM AT 39.85 PSI APPROVED PLANS COC� ,- /'( r 1 'a Z-. f • INCLUDES 100 GPM FOR TOTAL HOSE ALLOWANCE VIKING MODEL 13577W/B RECESSED SPRINKLER WRENCH 1 w ■ s�1 VIKING MODEL 21478M/B STANDARD SPRINKLER WRENCH 1 7 ■� #2A KITCHEN , TYCO MODEL W-TYPE 6 SPRINKLER WRENCH 1 PERMIT#: FL O - 2 0 / q '� 45211 L.f, /`fit s--S 2, (-_ SYSTEM #2 DATA- DRY /J� r�/� ^ jI‘ii ' �� TFP 400&TFP 500"ONE STEP"SOLVENT CEMENTS ADDRESS: /0 2 / _ ■ha��- AREA DESCRIPTION AREA SQ.FOOTAGE NO.OF SPRINKLERS Zoo PSI((MAXIMUM TEST PRESSURE iY- - - - _ ---- - ,! ATTIC 4248 SQ.FT. 96 AMBIENT MAVEPF ATURM DURING CURE PERIOD I I( .._.... .- I IhIIIIANIIIIlNmIII�I NItl�U�IlitlflfUl PIPE APPROVED BY: `I HYDRAULIC CALCULATION DATA s!zE 60F.,2U°F 40°F-59°F 0°F-39F . 1 45 MINUTES 1-1/2 HOURS 24 HOURS ■• '■ FLOWING(8)SDISPRINKLERSATAMINIMUMOF25GPMAT20PSI ;'/a ,-UZHOURS 16HOURS 12oHOURS SUBJECT TO FI INSPECTION. APPROVED PLANS Eo --_1�„'_■„ ■ ■ FLOWING(2)AP SPRINKLERS AT A MINIMUM OF 0.10 GPM FTC AT 7 PSI !2 1-1/2 HOURS 1s HouRs 1zo HOURS / SHALL NOT BE TERy��(+�� { QUT AUTHORiZATI� WASHINGTON STATE ■ , t �� DEMAND AT CITY CONNECTION=357.47 GPM AT 52.03 PSI 1 �� �" L, CERTIFICATE OF COMPETENCY ui11 111f F�I �� INCLUDES 100 GPM FOR TOTAL HOSE ALLOWANCE R; $I FIRE PROTECTION SPRINKLER SYSTEMS " ELEVATOR ; tIE(iBaK . �� :" fi DRY SYSTEM CAPACITY = 80 GALLONS 1 e� - _ t' I ° < AP>R I e� LU'� M358 01100nC Level 3 Expires $D)N� ! I!(1 A l� L L -1f PIT - CRAWLSPACE t u r/'Er, 1I,1.I.I,I. III 111.11 al it Protection,Inc. A Nx.v = r.e u, V y COMMEFP132MM 12/31/19 BUIDLING SECTION Y O ANAC;CR'- Mil.._ , LL ` Signature Date ,HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CONTRACT WITH COMMERCIAL FIRE PROTECTION. INC. Y SYM SIN# „ MANUFACTURER TYPE MODEL °.„g„ ,,,„ ..-,o" S. Km. AFF ABOVE FINISMFD FLOOR NO. DATE BY REASON FOR REVISION --g--BOB BOTTOM OF(lbw 12 CENTERLINE OF PIPE TO REFERENCED BOD BOTTOM OF6EDR -2 STRUCTURE IN INCHES • QUANTUM CONSTRUCTION 17199 BENNETT ROAD ^_ BOJ BOTTOM OF J$�t B D i mir---___Iiimir MT VERNON,WA 98273 BOP BOTTOM OF TJIHJR 1 2-WAY EARTHQUAKE SWAY BRACE 12761 QUANTUM LANE LICENSE#COMMEFP132MM BOT BOTTOM OF Tglgg CTS CUT TO SUIT �` NUMBER INDICATES TYPE FD FIELD OOSS 2�.I}.. ANACORTES WA,98221 PHONE: (360)848-9093 FAX: (360)e4s-,o72 !POW INSIDE FACE BB r,v Y 4-WAY EARTHQUAKE SWAY BRACE - OFOW OUTSIDE FACE OF WALL NUMBER INDICATES TYPE NAS NO AUTOMAT4j SPRINKLERS - NND UNLESS NO Ei O-IERWSE f HANGER LOCATION PROJECT MANAGER:JOSH BALDWIN ANACORTES FAMILY APARTMENTS ELEVATION ABOVE REFERENCED PHONE:(360)293-0656 - POINT IN FEEr AND INCHES E-MAIL;JOSHB@QUANTUMCI,COM 1016 27TH STREET O HYDRAULIC CALCULATION NODE SUPERINTENDENT: ANACORTES WA,98221 - -III- FLEXIBLE COUPLING PHONE -{- RIGID COUPLING AUTHORITY HAVING JURISDICTION:CITY OF ANACORTES FAX. DESIGNER DATE SHEET JOB NO. KEY PLAN J.YOUNG 04/05/2019 1 OF 3 2018039 0 0 0 74'-11" 0 ',17.7`......,....."--.—..41„....3..—...4,,,,,,.4, r..if...",7'-'-'''''', 0 4 ,, #1A BATH OOA';0 i fi--„±-. i- - r7,-,,---jr„---,- --7----- -, -,- - „ ,• ,, ,, --;--*--•H, -,' -., p Y '',� ----•:i 1: !#1F BATHROOM i� I' JI1 , �i# II n 11 II ' .. I' I 1' II I. r i it - "!1 ,, i! 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' n ,. 1. 4E) , i 1' 1 i rr : 1 : • -' �"' ,r � � .? 1_ ,, , ,I 11CL0,�ET ;: I II :I 1 - ,a (I)-.�.- - Mr,�lat�t"'��t•r( ""'"1R' 'i :r »H......1 ...J.r..».. _ ' I ' 1 . (1A% FIRST FLOOR SPRINKLER PLAN h^� SECOND FLOOR SPRINKLER PLAN ' �o►! D 4 8 l!4li, D 4 eTsai SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" FITTER / LISTER NOTES i FITTER / LISTER NOTES 1. ALL PIPING TO BE INSTALLED 7.5"BELOW BOTTOM OF DECK U.N.O. 1. ALL PIPING TO BE INSTALLED 7.5"BELOW BOTTOM OF DECK U.N.O. 2, ALL PIPING TO BE 1"CPVC U.N.O. 2. ALL PIPING TO BE 1"CPVC U.N.O. y 3. ALL DROPS TO BE 1"CPVC WITH 1"x 1/2"CPVC R.C.U.N.O. 3. ALL DROPS TO BE 1"CPVC WITH 1"x 1/2"CPVC R.C.U.N.O. TOLCO FIG 28 STAND OFF HANGER 1•SCH 40 PER PIAN WITH(1)FIG 276 BAC,ONG NUT -----..r 3/8'x 3'KWIK BOLT(2"EMBED) I"SPUT PoIJG N m G1 � 1 ^x7•x 1fYG TEE WITH HSW O+ t/2+HEADUARD•1'PLUG HOLE THRU TJI JOIST �••:- � 95 \ 0 i-AFCON SIDE MOUNTWITH BOD -4-4 (2)#tOx i-t/2 HEX HEAD SCREWS 9.5 `�I AND1/2"x1-1/2"x4"PLYWOODBLOC r. � - ,may y.. N GWB CEILINGS \_GWB CEILINGS �,�ti /4/ HANGER 'SO' ELEVATOR PIT DETAIL HANGER 'SM' ' WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Mike Hinton 7358-0100-C Level 3 QE:_t_ires Commercial Fire Protection,Inc. 31/19 COMMEFP132MM it4i L it L 4/9119 I. Signature Date HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONSCONTRACT COMMERCIAL FIRE Paor6crtorr, INC. SVM_ SIN* MANUFACTURER TYPE MODEL FIN NI ESCius�"n" -.,,,a, 55 M3. °wV.' AFF ABOVE F11,18'1EO FWOR NO. DATE BY REASON FOR REVISION 'SO' STAND OFF HANGER-SEEDETAILSHEET2OF3 BOB BOTTOM CA BE0J 12 CENTERLINE OF PIPE TO REFERENCED QUANTUM CONSTRUCTION BOO BOTTOM or DM( STRUCTURE IN INCHES 17199 BENNETT ROAD • VK468 VIKING SSP RES. WHITE WHITE 4.9 1/2' 175° 105 BP, Borr0M Or,osr BOD MT VERNON,WA 98273 'SM' SIDE MOUNT-SEE DETAIL SHEETS OF3 BOP BOTTOM OF R.NUN 1 2-WAY EARTHQUAKE SWAY BRACE 12761 QUANTUM LANE LICENSE*COMMEFP132MM BOT BOTTOM Or TRIGS VK305 VIKING HSW QR BRASS --- 5.6 1/2" 200° 1 crs cur TO±s4Tt ...--.. NUMBER INDICATES TYPE PHONE 360 848-9093 FAX: (360) 848-1072 FO FIELD ORFIts06 2 ANACORTES WA,98221 ( ) 0FOW INSIDE FADE pot WALL 4-WAY EARTHQUAKE SWAY BRACE — OFOW OUTSIDE FADE OF WALL NUMBER INDICATES TYPE NAB N0 AUTO84115 SFRINIBFRB ONO INLESS'W ED O NERWSE —L HANGER LOCATION PROJECT MANAGER:JOSH BALDWIN ANACORTES FAMILY APARTMENTS ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES PHONE:(360)293-0656 E-MAIL:JOSHB@QUANTUMCLCOM 1016 27TH STREET - O HYDRAULIC CALCULATION NODE SUPERINTENDENT: ANACORTES WA,98221 — —1— FLEXIBLE COUPLING PHONE: I AUTHORITY HAVING JURISDICTION:CITY OF ANACORTES— FAX DESIGNER DATE SHEET JOB NO. 106 -{F- RIGID COUPLING KEY PLAN J.YOUNG 04/05/2019 2 OF 3 2018039 _ __M_____ ___ _____ _ ________ ___.- _ANL__ _Al o 0 0 0 74'-11" 74'-11" I HYDRAUUCALLY MOST DEMANDING AREA-SYSTEM#1 FLOWING(4)HEADS AT A MINIMUM OF 20 GPM AT 16.7 PSI s DEMAND AT OTY CONNECTION:18128 GPM AT 39.85 PSI INSPECTORS TEST HYDRAULICALLY MOST DEMANDING AREA-SYSTEM#2 0FLOWING 93I SID1 SPRINKLERS AT A MINIMUM OF 25 GPM AT 20 PSI R i, , ''. 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II II t 11 Jil P 1 4 r i1i cciser f', II 1r 1 „ ` II ''I �_o•I , i0 ' '' J...°...� '' 11 1 II _.L.............. .....d..,.........: .....,,.,....,. I, I' 'I ry �pp�$y I / I, n_ ._.JL 0.6 Y _ _ Ire:: ;r f '!.i_ uI ..u_-L R_ �� l �I I. II II 1 i I III q I ( 11 I N II i1 !1 11 I II I 11 0_ 1 __ J� I I 1 L li 1 1 1, ,y t i II _ - ..._ . -...._._._ '�A � THIRD FLOOR SPRINKLER PLAN ----_'--- ---------- I • p l TA* a 4 B SCALE I/4"=1'-0' i. 2"x 4"x 22-1/2.WOOD BLOCK ATTIC SPRINKLER PLAN (DRY) ._. -- TOLCO FIG 58 SIDE BEAM BRACKET '�� � , WITH(2)#t0 x 2.1/2'HEX HEAD SCREWS WITH 3/8"x 2'LAG SCREW ANDWASHER 1.I 0 4 R •(i IMaiii FITTER / LISTER NOTES FRAMED WALL H zs SCALE Il4"=1'-0 1. ALL PIPING TO BE INSTALLED 4-1/4"ABOVE BOTTOM OF TRUSS U.N.O. t I `-3/8'AIR FITTER / LISTER NOTES WOOD TRUSS- / 2. ALL PIPING TO BE I"CPVC U.N.O. TOP CHORD OF ,.HANGER RING AMMY GSTpJ ^3/e"ATR 3. ALL DROPS TO BE 1"CPVC WITH 1"x 1/2"CPVC R.C.U.N.O. -- WOOD TRUSS rRu �� 1. ALL MAINS TO BE PITCHED A MINIMUM OF 1/4"PER 10 FT. ,..„...-HANGER RN 4. ALL HANGERS TO BE TYPE'2H'U.N.O. / 45 ds -(2),2 x 4-,rruc SCREW 2. ALL BRANCHLINES TO BE PITCHED A MINIMUM OF 1/2"PER 10 FT. (2)TOLCO FIG ND J / \ SWIVEL END r TOLCO FIG 232-HOLE STRAP \ / `(2)I"x(4-0)SOH 40 BRACE PIPE HANGER 'SB' �+ -----.••.. _ (2)TOLCOS FIG 1001 FAST CLAMP (2)1•MIN EXCESS PIPE f THROUGH FAST CLAMP HANGER 'SS' ._ i q{ 3_ . `-BOTTOM CHORD OF W000 TRUSS LOCATE RESTRAINT WHERE INDICATED ON PLAN AND WITHIN EQ BRACING '1' t'-0"OF THE SPRINKLER(TYPICAL WITH BACK TO BACK SPRINKLERS) _ HANGER '2H' )�+, - IX -WOODEN ROOF TRUSSES F i AT 24.O.C. - t°MINIMUM EXCESS PIPE TOLCO FIG 4L BRACE CLAMP Y- I rTHROUGH FAST CLAMP I BACK N BA"OFI AZI KL C SPRINER i L 2'x 4'x 22-112°WOOD BLOCK f 18 WITHIN CI -TIC AK ! ri CCIPI WITH(2)#10x2-1M"HEX HEAD SCREWS *. ��� 1 - I 1"x 1/2•R.C. TOLCO FIG 23 2-HOLE STRAP I //���\\\ WOOD TRU55 ~WOOD THROUGH USS �� 1"x(4.0)SCH 40 BRACE PIPED I (4)TIGHTWITHIN S x #12•..LB WIRE ._ 1'x(7-0)SCH 40 BRACE PIPE- -1/4'HOLE DRILLED AT 45 ANGLE TOLCO FIG 1001 FAST CLAMP THROUGH WOOD TRUSS ) a, _ . . � TOLCO FIG 980 SWIVEL ENO 1 ' + (ORE 30b OF WOOD TRUSS TOLCO FIG 9013 SWAY BRACE ADAPTER , FR' 59° I f I FOUR TIGHT TURNS BOTTOM CHORD �� 45'•59' i/2'xe'ATR WITH FROM VERTICAL . I TYPICAL (2)1/2•xe'ATR WITH FRON VERTICAL (2),.2'NUT AND WASHER '"SPRIG-UP �' / #12440 LB PARE r 7 (2)1n•NUT AND WASHER TOLCO FIG 980 SWIVEL END ' 'u t"STUB-UP J TWO WRAPS AROUND PIPE WASHINGTON STATE • 1/2'x1-1/2"BOLTW/NUT BWASHER CERTIFICATE OF COMPETENCY HANGER 'WH' + - ; I FIRE PROTECTION SPRINKLER SYSTEMS I +\ Mike Hinton -INTERIOR WALL 7358-0100-C Level 3 Expires INTERIOR WALL STUB-UP RESTRAINT Commercial Fire Protection,Inc. 1119 COMMEFP132MM1 ! �4������ EQ BRACING '2' EQ BRACING '3' /Oil ILL- I. Date HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONSCONTRACT WITH COMMERCIAL FIRE PROTECTION, INC. SYM SIN# MANUFACTURER TYPE MODEL rww `"0, ®" .cmn :e w`„".a '""""^ AFF ABOVE FINISrs9 8008 NO DATE BY REASON FOR REVISION '2H' 2-HOLE PIPE STRAP-SEE DETAIL SHEET 30F3 BOO BOTTOM OF 4ac 812 STRUCTURE IN PIPE INCHES REFERENCED QUANTUM CONSTRUCTION /7199 BENNETT ROAD MT VERNON,WA 98273 • VK468 VIKING SSP RES. WHITE WHITE 4.9 1/2" 175° 53 BOA aorrou OF[xsr 12761 QUANTUM LANE LICENSE#COMMEFP132MM MM' WOODEN HEADER-SEE DETAIL SHEET3 OF 3 BM BOTTOM OF.IFILINMUSS I 2-WAY EARTHQUAKE SWAY BRACE SOT BOTTOM OF MUSS PHONE: (980)INNS-9# FAX: (360)848-1072 um TTY3180 TYCO ATTIC BB1 BRASS --- 5.6 1/2. 212° Ilicm cur To SUIT NUMBER INDICATES TYPE ANACORTES WA,9$221 5S' SAMMY GST 20-SEE DETAIL SHEET 3 OF 3 INW INSIDE FAu gF wnu 2 t 4-WAY EARTHQUAKE SWAY BRACEC4 TY3183 TYCO ATTIC SDI BRASS - 5.6 1/2° 212° OFOW oursme FAO OF w.0 " NUMBER INDICATES TYPE 'SB' SIDE BEAM BRACKET-SEE DETAIL SHEET 3OF3 N. NOAUTPA ABS SGRBxdER4 / ANACORTES FAMILY APARTMENTS • Tv31so TYCO ATTIC AP BRASS 5.6 1/z' 200° i6 aeoT UNLESS eorro° T HANGER LOCATION PROJECT MANAGER:JOSH BALDWIN ELEVATION ABOVE REFERENCED PHONE:(360)293-0656 POINT IN FEET AND INCHES E-MAIL:JOSHB@QUANTUMCI.COM 1016 27TH STREET I 0 HYDRAULIC CALCULATION NODE SUPERINTENDENT ANACORTES WA,98221 - - FLEXIBLE COUPLING PHONE DESIGNER DATE SHEET JOB NO. 105 -- RIGID COUPLING AUTHORITY HAVING JURISDICTION:CITY OF ANACORTES FAX: KEY PLAN J.YOUNG 04/05/2019 3 OF 3 2018039 II