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HomeMy WebLinkAbout0129298-Building81v5 S W es~haven fir. DUI .~l~~rr;~ (~~,urt, 1'.O. 1>~~~ I.,I<, Fc~n~1 ~1u I..il, ~~'I a-I~).ih 1310 ~)?(}i x)21 ~)U2U }~ • ~;92Oi x)21 2iC~6(i f FIRE PROTECTION ~~~w~« .aherutire.com TRANSMITTAL TO: Building Inspector -- Brian Noe City of Oshkosh 215 Church Avenue -- PO Box 1130 Oshkosh, WI 54901 T-920/236-5051 F-920/236-1 130 DATE: July 31, 2008 PRO.IECT NO.: 490743 RE: POKLASNY-FIBS & BILLS FUNERAL HOME OSHKOSH, WISCONSIN Via: UPS A. Approval or Comments B. For your information C. Other NO. OF DRAWING COPIES STATUS NUMBER DESCRIPTION 1 A FP - 1 Automatic Fire Sprinkler System Plan 1 A -- Hydraulic Calculations AHERN FIRE PROTECTION A division of J. F. Ahern Co. By: ~C/itQt~ ~ ~P~G[~ti![ David W. DewhL~rst, Design Manager DWD/ksj cc: Rob A. Bresnahan (AFP) z ~.ntt~~, t i i o4rn~aeo~a>~ rciTVO~-; i-zoos roc HERN Ahern Fire Protection 3012 E. Capitol Drive, Unit B Appleton, WI 54911-8803 920-954-8242 Job Name POKLANSY Building FP-1 Location :SOUTH WESTHAVEN DRIVE System 1 ATTIC Contract :490743 Data File 490743.WX2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Ahern Fire Protection POKLANSY HYDRAULIC CALCULATIONS for Project name: POKLANSY, FISS, & BILLS Location: SOUTH WESTHAVEN DRIVE Drawing no: FP-1 Date: 07/03/08 Page 1 Date 062108 Design Remote area number: 1 ATTIC Remote area location: 1 ATTIC Occupancy classification: LIGHT Density: .1 - Gpm/SgFt Area of application: 1950 - SgFt Coverage per sprinkler: 120 - SgFt Type of sprinklers calculated: MICROFAST VK300 QR 5.6K 1/2" BRASS UPRIGHT No. of sprinklers calculated: 23 In-rack demand: N/A -GPM Hose streams: 100 -GPM Total water required (including hose streams): 486.81 - GPM@ 49.615 -Psi Type ofsysfem: ANTIFREEZE Volume of dry or preaction system: N/A -Gal Water supply information j Date: 10/01 /2003 Location: MAIN IN FRONT OF BUILDING Source: OSHKOSH WATER DEPARTMENT Name of contractor: JF AHERN Address: 201 MORRIS COURT Phone number: 920.907-5406 Name of designer: C.KOESLING Authority having jurisdiction: CITY OF OSHKOSH Notes: (Include peaking information or gridded systems here.)DEMAND @ BASE OF RISER IS 386.81 GPM @ 48.85 ', Computer Programs by Hydratec Inc.. Route 111 Windham N.H. USA 03087 N O~ O ~ ~- ~ ap ~ co ao to 0 0 O 0 00. 0 0 M M 'd' N -p O O N (6 3N ^E o~~vm cLLa = ~0 ~ o~~V~~rn O w cn vi cn CNN O OM ~ D i O O I O O ti i .-. l!') ~~ 00 r OZ O Cfl ~... O J ~ LL O O ~ O O ',~ O O lf) lf) ~ N i N to I N3 ~ ~ ~ ~ O OdLL L-- ~1 ! M ^^ QLL Q-U "a ~ ~~ •N•~ O N ~(n~~ ~ ~ O . ~ ~ ~ O > ~ >UUU ~ O ~ O d' O M O N O ~ O O O O O O O O O O O U r ~ - r r ~ - ~ O 0 0 1 ` C fl LCD d' M N ~ - ~! ~ W (~ ~ ~ ~ W ti aD 0 M O Q 2 Z E N t v c ~_ N O (with OSY gates) (with BGVIC valves) FEATURES Sizes: ^21/2" ^3" ^4" ^6" ^8" ^10" Maximum working water pressure 175 PSI ', Maximum working water temperature 140'F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged) ANSI 616.1 Class 125 . OPTIONS (Suffixes can be combined) ^ -with flanged end NRS gate valves (standard) ^ FSC -with epoxy coated wye type strainer (flanged only) ^ G -with grooved end NRS gate valves i ^ GF -with grooved inlet gate connection and flanged outlet gate connection ^ FG -with flanged inlet gate connection and grooved outlet gate connection ^ L -less shut-off valves (grooved body connections) ^ OSY -with flanged end OS&Y gate valves ^OSYG - with grooved end OS&Y gate valves ^ PI -with Post Indicator Gate Valves (4"-10") ^BGVIC - with grooved end butterFly valves ACCESSORIES ^ Repair kit (rubber only) ^ Thermal expansion tank (Model WXTP) ^ OS & Y Gate valve tamper switch (OSY-40) ^ Test Cock Lock (Model TCL24) DIMENSIONS 8L WEIGHTS (do not include pkg.) STANDARDS COMPLIANCE (Horizontal & Vertical) • ASSE® Listed 1015 • AWWA Compliant C510 (with gates only) • IAPMO® Listed • CSA® Certified (4"-8") • UL®Classified • C-UL®Classified (excluding BGVIC) • FM®Approved • NYC MEA220-04-M Vol 2 (2-1/2"-8") • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (excluding 10" BGVIC) MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners & springs Stainless Steel, 300 Series Seal ring EPDM (FDA approved) O-ring Buna Nitrite (FDA approved) MODEL3 with OSY option WEIGHT MODEL SIZE in. mm WITHOUT GATES lbs. kg WITH NRS GATES (G)(F) lbs. kg WITH OS&Y GATES (GXF) lbs. kg WITH NRS GATES (GXG) lbs. kg ~ WITH OSBY GATES(GXG) lbs. '~~ kg WITH BUTTERFLY VALVES (GXG) lbs. kg 21/2 65 90 41 184 83.5 192 87 176 80 184 63.5 108.8 49.4 3 80 89 40.5 204 92.5 210 95.3 194 88 200 90.8 109.4 50 4 100 76 34.5 220 100 230 104 194 88 204 93 108 49 6 150 128 572 346 157 362 164 316 143 332 151 178 81 8 200 286 130 738 335 762 335 738 335 738 335 394 179 10 250 339 153.8 966 438.2 1024 464.5 844 382.8 902 409.1 511 232 DIMENSION (9ppr9rim9te) MODEL ~~ A BUTTERFLY B LESS GATE VALVES C D OSBY (WEN E OSaY CLOSED NRB GATE E WITH BUTTERFLY VALVES F G In. 9i. M+. M. mm In, kI. 212 a5 >S to eB2 ]2 to 818 20 tro Stt 41rz 114 Tt/1 tat 16 >ro 418 19 TA 953 11 SM 269 a 20] 8 152 aS SA 1159 3 80 MIA 918 ]25A 829 201/8 511 112 114 ]tl1 181 1a TA ITS 133/8 9B) t291a 911 • 209 8 152 48 TA 1191 t IDp » 88s 391A N2 19Tro 503 412 114 a 209 22911 S'/8 1814 4W 1454 ]73 etro 232 a 152 591A 1949 8 130 47 114 997A tOt9 25 Tro BST 51rz t4D f0 2N 301A 7a5 2334 e99 19 4s9 10IA 25T T 178 93 1851 8 20D 61 SA 1583 N trz 1]81 9e trz 978 10 251 11 279 37 Y4 959 m 1N 74J 2218 ST2 11 1S/16 909 8 trz 216 as TA 2181 10 250 N6ro 142 Ytrz 1M5 301rz 978 10 251 12 903 45 Y4 1162 SSA 898 28Irz 878 13 SI18 998 81x1 216 Nto 2391 '.Attention: Mode1350A(grooved body) and Model 350 (flange body) have different lay .lengths. (a • ~ / ~ ~• ~i Page 1 of 2 FLOW CHARACTERISTICS MODEL 360A 2 7/2", 3" 8 4" (STANDARD & METRIC) FLOW RA7E3 (Us) O.O 12.6 25.2 37.9 16 t~ a y 10 O O W K ~ 6 W K d O O.0 ,_ 16 c~ iL ~ 10 0 J W ~ 6 a O 200 ~ 400 600 FLOW RATES (OPM) MODEL 350A 6", 8" 8. 1 O" (STANDARD 8 METRIC) FLOW F2ATES (1/s) 63.1 126.2 189.3 TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless other- wise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. INDOOR INSTALLATION MODEL 350ABGVIC OUTDOOR INSTALLATION MODEL 350AFS SPECIFICATIONS The Double Check Backflow Prevention Assembly shall be ASSE® Listed 1015, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NORYLT'" the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The checks shall be accessible for maintenance without removing the device from the line. The Double Check Backflow Prevention Assembly shall be a WILKINS Model 350A. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr. Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:9051405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) Website: http://www.zum.com Page 2 of 2 50.5 ~ 104 .R} 69 0 w 35 h w K d ~ p 800 252.4 104 69 0 s 35 H s n. O DO Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ff/sec 7.5 fflsec 10 ft/sec 15 ftlsec 2112" 75 112 149 224 3" 115 173 230 346 4" 198 298 397 595 6" 450 675 9D0 1351 8" 780 1169 1559 2339 10" 1229 1643 2456 3687 12" t763 2644 3525 5288 O Rated Flow (established by approval agencies) INDOOR INSTALLATION (VERY.) MODEL 350A DIRECTION OF FLOW I ~~~,.~..' ----------------1 ~ _..:n 7, 2008 VIKING Sprinkler 51 a MICROFAST®AND MicrofastHP® 4UICK RESPONSE UPRIGHT AND ONVENTIONAL SPRINKLEF The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Microfast~ and MicrofastHP® Quick Response Upright and Conventional (Old Style) Sprinklers are small, thermosensitive, ,glass-bulb spray sprinklers available in several different finishes, temperature ratings, and K-Factors to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addi- tion, these coatings have been investigated for installation in corrosive atmos- pheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon®and Polyester coat- ings as corrosion resistant.) 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class 2020 NYC Approved: Calendar Number 219-76-SA and MEA 89-92-E, Volume 16 ABS Certified: Certificate 04-HS407984B-PDA VdS Approved: Certificate G4060054, G4060056, G4880046, G4930039, and G4980020 LPC Approved: Ref. No. 096e/03, TE30401, and TE30872 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40131, and 0786-CPD-40171 MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008 NOTE: Other International approval certificates are available upon request. Refer to the Approval Chart on page 51d and Design ,Criteria on page 51e for cULus and FM approval requirements that must be followed. I 3. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar) i Viking Technical Data may be found on Maximum Working Pressure: Sprinklers VK315 and VK340 are rated for The Viking corporation's web site at use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- http://www.vikinggroupinc.com. sure (HP) sprinklers can be identified by locating "250" stamped on The Web site may include a more recent the deflector. All other Part Nos. not mentioned above are rated to a edition of this Technical Data Page. maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Chart Nominal K-Factor: Refer to the Approval Chart Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: Refer to the Approval Chart Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Brass UNS-C23000 or Copper UNS-C19500 for Sprinklers 066616 and 12281. Copper UNS-C19500 for Sprinklers 066658, 067648, and 07060. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 067196, 067178, and 12286): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 ~ Pip Cap and Insert Assembly: Copper UNS-C11000',and Stainless Steel UNS-S30400 For Teflon® Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon® Coated Form No. F_080488 ~ Replaces page 51 a-e, dated February 1, 2008. (Added Dry System note in approval chart for Small Orifice ) Sprinkler 51b March 7, 2008 MICROFAST®AND ~ . ~ MicrofastHP® QUICK RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Microfast® and MicrofastHP® Quick Response Upright and Conventional Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy®= F, White Polyester = M-/W, Black Polyester = M-/B, and Black Teflon®= N Temperature Suffix (°F/°C): 135°/68° = A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141° = G For example, sprinkler VK300 with a 1/2" thread, Brass finish and a 155 °F/68 °C temperature rating =Part No. 06661 BAB Available Finishes And Temperature Ratings: j . Refer to Table 1 Accessories: (Also refer to the "Sprinkler Accessories" section of the Vking data book.) Sprinkler Wrenches: Standard Wrench: Part No. 10896W/6 (available since 2000) 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 Microfast® and MicrofastHP® Quick Response Upright and Conventional Sprinklers are available through a network of domestic and international distributors. See The eking 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 Vking directly. March 7, 2008 Sprinkler 51c MICROFAST®AND ~ ~ ~ ~ ~ ~ MicrofastHP® QUICK RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com -~ -~ ~ 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 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings': White Polyester, Black Polyester, and Black Teflon® Footnotes ' The sprinkler temperature rating is stamped on the deflector., z 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. ~i, 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on pages 51 d. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. Protective Wrench Sprinkler Flat Cap 10896 m Figure 1: Standard Sprinkler Wrench 10896W/B Sprinkler 51d March 7, 2008 MICROFAST®AND ~ , MicrofastHP® QUICK RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com ~~ Base Part Thread Size Nominal Overall Length Listings and Approvals' Number' SIN K-Factor Refer also to Desi n Criteria on a e 51e. NPT BSP U.S. metric= Inches mm cULus4 FM' NYC' VdS LPCB ~' U ri ht-Standard Orifice 066616 VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 A2 A3 A2 07060 VK345 -- 15 mm 5.6 80.6 2-3/16 56 A3 A3 A3 6372 6314 Conventional-Standard Orifice 067666 VK310 1/2" 15 mm 5.6 80.6 2-3/16 ~ 56 A3 A3 - A3 6312 8314 U ri ht-Lar a Orifice 066656 VK350 3l4° 8.0 115.2 2-5/16 59 A2 A3 A2 A3 A3 B3t2 14817 VK350 20 mm 8.0 115.2 2-5/16 59 A2 A3 A2 A3 C3 6312 - 067646 VK350 1/2" 15 mm 8.0 115.2 2-5/16 59 A2 A2 A3 -- Conventional-Lar a Orifice 067688 VK354 3/4" 20 mm 8.0 115.2 2-5/16 59 A2 A3 A3 6312 U ri ht-Small Orifice'° 067176" VK325 1/2" 15 mm 2.8 40.3 2-3/16 56 A2 Al A2 - - __ 067196" VK327 1/2" 15 mm 4.2 60.5 2-3/16 56 A2 A2 -- - 06931B" VK327 10 mm 4.2 60.5 2-3/16 56 A3 - E1" Maximum 250 PSI (17 bar) WWP U ri ht-Standard Orifice Base Part Thread Size Nominal Overall Length Listings and Approvals' N b ' SIN K-Fa for Refer also to D si n Criteria on a e 51e. um er NPT BSP U.S. metric2 Inches mm cULus4 FM NYC' VdS LPCB 12281 VK315 1/2" 15 mm 5.6 80.6 2-3/16 56 A2 A2 - U ri ht-Smal l Orifice1 0 12286" VK340 112" 15 mm 2.8 40.3 2-3116 56 A2 A2 -- - Approved Temperature Ratings ', A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F',(93 °C), Approved Finishes and 286 °F (141°C) 'i 1 -Brass and Chrome-Enloy® B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F',(141 °C) 2 -Brass, Chrome-Enloy°, White Polyesters•6, Black Polyesters C - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 286 °F',(141°C) and Black Teflon D - 135 °F (57 °C), 155 °F (68 °C), and 175 °F (79 °C) I 3 -Brass, Chrome-Enloy®, White Polyesterb•6, and Blacc Polyesters•6 E -155 °F (68 °C) Footnotes ' Base part number is shown. For complete part number, refer to Vking'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. Check with the manufacturer for any additional approvals. "Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. e cULus Listed as corrosion resistant. ~~ ° Other colors are available on request with the same Listings and Approvals as the standard colors. ' For installation in accordance with the latest applicable FM Loss Prevention Data Sheets and Technical Advisory Bulletins. e Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA. e Accepted for use, City of New York Department of Buildings, MEA 89-92-E, Vol. 16. 10 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. "The sprinkler orifice is bushed. '2 Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003. "~E Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40131. 70 CEMED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008. March 7, 2008 j Sprinkler 51e cUL~s Listing Reauin~ments: Microfast° and MicrofastHP° Quick Response Upright and Conventional Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest ediflon of NFPA 13 for standard spray sprinklers, or old style (conventional) sprinklers. • Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). • The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. For conventional sprinklers, refer to the installation guidelines for old style (conventional) sprinklers. FM Aonroval Reaurrements: For installation in accordance with the latest applicable FM Loss Prevention Data Sheets (including 2-8N) and Technical Advisory Bulletins. FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins 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. The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com ~ ~M N~tO N 0000 00~'V'000CO O r- o o ~ o co u~ o (V N OOtn~00a-MCOO~O M O OD In 0 .- N 0p ~ ~ ~ ~~ ~ OOd'r-000MlOO`7 (B ~ a~ (D O ~ 00 ~ O ~ 00'ct000000NtnO~t ~t In r In ~ In ~ OOMI~OOf~N V'OM ~ ~ ~ ONCOOO NCOON O ~ N ~ O O tnOO N~ CJON ~M00 MM~001n 00 CO ~N~~r-MM~MO~ O tY 0 1q 0 ~ 0 d' CO CON~Ma-NM MOB N ~ ~ t!) N l!> N ~ OpOc-NGONN~NO•- O N MO X0000000 ~ ~-•--~-NCD~N~--NNE M OOOO~OOe--00000 N O M tO In M M ln~-~~10.-~t~~.-!~ 00 O M O N ~ ~ ~ N tnCpCO~~~.-CO ~CD O _ N toOO OO O N .--Otn~MCO .-ln~~ln 'D N ~ (6 CO M m ~ ~Od'ON CO 00'~taD00d' ~ O J ~ ~ M "O ~OMONtnCOM(OCOM X f6 O ONOOOIANIn~N N f6 O c OON000'~tN~ ~N ~ O) OOc-OOOMe-MNNtL N t0 ~ (~~ ~ L~ Tv L O ~, r ~^ ~~ F.- U L U~ j U N ~ ~ > W O N ~ C O m >~ (OY dL O~ C7 U a _h-L_O N m ~ ~ W p ~ U ~Y N ti ~W ~F- Q O O ~ U ~ ~ N O L .O ~ U (6 C7s~ULL ~1- ~F- ULLM L . V U C 'O 'O 'D ~ C '~ ~C U !q a }, ~ N O O) ~ ~ ~ ~ O N ~ ~ '~ ~ U C d NY O O 6 ~O X0000 f ~ ` Y rnm ~ ~ ~_ ~ LL Q~ iiQ [DUWC~_~H~X~NN L ~ U +-+ C C ~ fQ L ~ ~~/~/~ ~. v/ ~ ~ C ~ O d. ~ ~~~111 a +~ V C ~~~a° ~ ~' ~ ~ ~+ •C +~+ ~ C ~ •~ ~ ~ ~ ~ '~ ~ ~ ~~~ ~ ~ •`-. ~3 c ~ ~ DJLL ~ ti O O M O Q S Z f6 L V C_ r r r N O U C U N f6 .D T .a N E c6 O) O d N 7 d O U -ressure /Flow Summary -STANDARD ', Ahem Fire Protection ~ Page 4 POKLANSY ( Date 062108 Node Elevation K-Fact Pt ~ Pn Flow Density Area Press No. Actual Actual Req. S205 120.0 5.6 7.9 ~ na 15.74 0.1 1 0 120 120 7.0 7 0 S206 116.25 5.6 10.31 16 97 na na 17.98 23.07 . 0.1 120 . 7.0 S207 S208 111.917 25 116 5.6 5.6 . 13.13 na 20.29 0.1 120 7.0 S209 . 111.917 5.6 16.21 na 22.55 0.1 1 0 120 120 7.0 7 0 S210 111:917 5.6 20.67 na 25.46 46 25 . 1 0 120 . 7.0 S211 S212 111.917 113.545 5.6 5.6 20.67 19.44 na na . 24.69 . 0.1 120 7.0 C201 S213 111.917 112.913 5.6 20.78 14.76 na na 21.52 0.1 120 7.0 S214 113.638 5.6 16.21 na 22.55 0.1 120 7.0 C203 S215 111.917 116.694 5.6 18.81 16.78 na na 22.94 0.1 120 7.0 C205 S216 111.917 113.234 5.6 20.98 20.04 na na 25.07 0.1 120 7.0 S217 117.023 5.6 15.26 na 21.88 0.1 120 7.0 C207 111.917 21.2',4 na S219 S218 121.416 125.878 5.6 15.84 11.82 na na 19.26 0.1 120 7.0 1 121.416 15.84 na S220 118.606 18.87 na C208 111.917 22.03 na S221 120.0 19.48 na S222 117.561 20.54 na S223 111.917 22.98 na A201 111.25 22.63 na A202 111.25 22.27 na A203 111.25 22.113 na A204 111.25 22.1, na A205 111.25 22.09 na A206 111.25 22.1 na A208 111.25 22.1'13 na A210 111.25 22.1'.7 na A211 111.25 22.27 na A212 111.25 22.36 na A213 S201 111.25 125.0 5.6 22.52 7.0 na na 14.82 0.1 120 7.0 S202 120.416 5.6 9.64 na 17.38 0.1 120 7.0 S203 116.25 5.6 14.39 na 21.24 0.1 120 7.0 S204 111.25 5.6 19.81 na 24.92 0.1 120 7.0 A200 111.25 23.27 na A217 109.417 35.74 na A218 109.417 37.15 na TOR 109.417 40.62 na BOR 102.0 48.85 na TEST 102.0 49.61 na 100.0 The maximum velocity is 19.89 and it occurs in 1 pipe between nodes S207 and A202 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i Final Calculations -Hazen-Williams ', Ahern Fire Protection POKLANSY Page 5 Date 062108 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or '; Ftng's Pe Pv ******* Notes "***** Point Qt Pf/Ft Eqv. Ln. ', Total Pf Pn S205 15.74 1.08 0.0 ' 10.833 7.899 K Factor = 5.60 to 120.0 0.0 0.0 1.624 5206 15.74 0.0725 0.0 10.833 0.785 Vel = 5.51 S206 17.98 1.08 1 T 5.762 I~ 10.375 10.308 K Factor = 5.60 to 120.0 0.0 ! 5.762 1.877 S207 33.72 0.2968 0.0 16.137 4.789 Vel = 11.81 S207 23.07 1.08 1 Y 5.762 0.667 16.974 K Factor = 5.60 to 120.0 0.0 ~! 5.762 0.289 A202 56.79 0.7783 0.0 6.429 5.004 Vel = 19.89 0.0 , 56.79 22.267 K Factor = 12.03 S208 20.29 1.08 0.0 ';10.375 13.129 K Factor = 5.60 to 120.0 0.0 ' 0.0 1.877 S209 20.29 0.1160 0.0 ' 10.375 1.203 Vel = 7.11 S209 22.55 1.08 1 Y 5.762 0.667 16.209 K Factor = 5.60 to 120.0 1 T 5.762 ' 11.524 0.289 A203 42.84 0.4621 0.0 ~ 12.191 5.634 Vel = 15.00 0.0 42.84 '; 22.132 K Factor = 9.11 S210 25.46 1.08 1 Y 5.762 ' 0.667 20.674 K Factor = 5.60 to 120.0 0.0 i 5.762 0.289 A204 25.46 0.1765 0.0 6.429 1.135 Vel = 8.92 0.0 25.46 22.098 K Factor = 5.42 S211 25.46 1.08 1 Y 5.762 ' 0.667 20.670 K Factor = 5.60 to 120.0 0.0 5.762 0.289 A205 25.46 0.1765 0.0 ' 6.429 1.135 Vel = 8.92 0.0 25.46 ~ 22.094 K Factor = 5.42 S212 24.69 1.08 1 E 2.305 ~,~ 1.500 19.436 K Factor = 5.60 to 120.0 0.0 ~' 2.305 0.705 C201 24.69 0.1666 0.0 3.805 0.634 Vel = 8.65 C201 0.0 1.08 1 Y 5.762 ' 0.458 20.775 to 120.0 0.0 5.762 0.289 A206 24.69 0.1667 0.0 6.220 1.037 Vel = 8.65 0.0 24.69 _ 22.101 K Factor = 5.25 S213 to S214 21.52 21.52 1.08 120.0 0.1293 2E 4.61 0.0 0.0 '~ 9.000 14.610 j13.610 14.765 -0.314 1.760 K Factor = 5.60 Vel = 7.54 S214 22.55 1.08 1 E 2.305 ! 1.500 16.211 K Factor = 5.60 to 120.0 0.0 ! 2.305 0.745 C203 44.07 0.4870 0.0 '; 3.805 1.853 Vel = 15.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams Ahern Fire Protection ', Page 6 POKLANSY ~I Date 062108 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. ' Total Pf Pn C203 0.0 1.08 1 Y 5.762 '~ 0.458 18.809 to 120.0 0.0 ', 5.762 0.289 A208 44.07 0.4868 0.0 ! 6.220 3.028 Vel = 15.43 0.0 ', 44.07 ! 22.126 K Factor = 9.37 S215 22.94 1.08 3E 6.914 7.750 16.776 K Factor = 5.60 to .. 120.0 0.0 ! 6.914 2.069 C205 22.94 0.1455 0.0 14.664 2.133 Vel = 8.03 C205 0.0 1.08 1 Y 5.762 ' 0.458 20.978 to 120.0 0.0 5.762 0.289 A210 22.94 0.1455 0.0 6.220 0.905 Vel = 8.03 0.0 22.94 22.172 K Factor = 4.87 S216 25.07 1.08 1 Y 5.762 ~~ 2.250 20.038 K Factor = 5.60 to 120.0 0.0 5.762 0.859 A211 25.07 0.1715 0.0 8.012 1.374 Vel = 8.78 0.0 25.07 22.271 K Factor = 5.31 S217 21.88 1.08 4E 9.219 ~ 19.000 15.265 K Factor = 5.60 to 120.0 0.0 '~ 9.219 2.211 C207 21.88 0.1333 0.0 ' 28.219 3.763 Vel = 7.66 C207 0.0 1.08 1 Y 5.762 '~ 0.458 21.239 to 120.0 0.0 ~, 5.762 0.289 A212 21.88 0.1333 0.0 6.220 0.829 Vel = 7.66 0.0 j 21.88 ~ 22.357 K Factor = 4.63 S219 0.0 1.08 1 T 5.762 ' 1.917 15.841 to 120.0 0.0 ', 5.762 0.0 1 0.0 0.0 0.0 7.679 0.0 Vel = 0 0.0 0.0 15.841 K Factor = 0 S218 19.26 1.08 3E 6.914 ' 12.875 11.825 K Factor = 5.60 to 120.0 0.0 ' 6.914 1.932 1 19.26 0.1053 0.0 ' 19.789 2.084 Vel = 6.75 1 0.0 1.08 2E 4.61 ~! 12.583 15.841 to 120.0 0.0 '~ 4.610 1.217 S220 19.26 0.1053 0.0 ' 17.193 1.810 Vel = 6.75 S220 0.0 1.408 1 E 3.308 '~ 5.792 18.868 to 120.0 0.0 ' 3.308 2.897 C208 19.26 0.0289 0.0 ~ 9.100 0.263 Vel = 3.97 C208 0.0 1.408 1 Y 6.617 '~, 0.458 22.028 to 120.0 0.0 ~ 6.617 0.289 A213 19.26 0.0290 0.0 ' 7:075 0.205 Vel = 3.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams Ahern Fire Protection '~, Page 7 POKLANSY i Date 062108 Hyd. Qa Dia. Fitting ',, Pipe Pt Pt Ref. "C" or ', Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. ',, Total Pf Pn 0.0 ~, 19.26 22.522 K Factor = 4.06 S221 0.0 1.08 0.0 ~ 10.833 19.479 to 120.0 0.0 ', 0.0 1.056 S222 0.0 0.0001 0.0 10.833 0.001 Vel = 0 S222 0.0 1.08 1 T 5.762 ~ 5.458 20.536 to 120.0 0.0 ' 5.762 2.444 S223 0.0 0.0 0.0 ~ 11.220 0.0 Vel = 0 S223 0.0 1.408 1 Y 6.617 ! 0.458 22.980 to 120.0 0.0 ~; 6.617 0.289 A200 0.0 0.0 0.0 7.075 0.0 Vel = 0 0.0 ~~ 0.0 ~ 23.269 K Factor = 0 A201 -137.56 2.703 0.0 ', 8.000 22.635 to 120.0 0.0 !~ 0.0 0.0 A202 -137.56 -0.0460 0.0 ' 8.000 -0.368 Vel = 7.69 A202 56.79 2.703 0.0 17.917 22.267 ~ 120.0 0.0 0.0 0.0 A203 -80.77 -0.0171 0.0 17.917 -0.135 Vel = 4.52 A203 42.83 2.703 0.0 ~ 8.000 22.132. to 120.0 0.0 0.0 0.0 A204 -37.94 -0.0042 0.0 '; 8.000 -0.034 Vel = 2.12 A204 25.47 2.703 0.0 ~ 7.833 ~ 22.098 to 120.0 0.0 ; 0.0 0.0 A205 -12.47 -0.0005 0.0 ', 7.833 -0.004 Vel = 0.70 A205 25.46 2.703 11 6.683 6.250 22.094 to 120.0 0.0 6.683 0.0 A206 12.99 0.0005 0.0 112.933 0.007 Vel = 0.73 A206 24.68 2.703 0.0 ', 6.000 22.101 to 120.0 0.0 '~ 0.0 0.0 A208 37.67 0.0042 0.0 16.000 0.025 Vel = 2.11 A208 44.07 2.703 0.0 12.625 22.126 to 120.0 0.0 0.0 0.0 A210 81.74 0.0175 0.0 ~' 2.625 0.046 Vel = 4.57 A210 22.94 2.703 0.0 3.583 22.172 to 120.0 0.0 ', 0.0 0.0 A211 104.68 0.0276 0.0 3.583 0.099 Vel = 5.85 A211 25.06 2.703 0.0 ~~ 2.083 22.271 to 120.0 0.0 ~ 0.0 0.0 x212 129.74 0.0413 0.0 ~ 2.083 0.086 Vel = 7.25 A212 21.88 2.703 0.0 ! 3.000 22.357 to 120.0 0.0 0.0 0.0 A213 151.62 0.0550 0.0 ~! 3.000 0.165 Vel = 8.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams Ahern Fire Protection ! Page 8 POKLANSY ! Date 062108 Hyd. Qa Dia. Fitting ', Pipe Pt Pt Ref. "C" o r ' Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. '; Tofal Pf Pn A213 19.26 2.703 51 33.416 131.000 22.522 to 120.0 1 J 16.786 ' 50.202 0.794 A217 170.88 0.0686 0.0 181.202 12.422 Vel = 9.55 0.0 170.88 35.738 K Factor = 28.58 S201 14.82 1.08 2E 4.61 5.417 7.000 K Factor = 5.60 to 120.0 0.0 ! 4.610 ~ 1.985 S202 14.82 0.0648 0.0 10.027 0.650 Vel = 5.19 S202 17.38 1.08 0.0 10.833 9.635 K Factor = 5.60 to 120.0 0.0 ~ 0.0 1.804 S203 32.2 0.2726 0.0 10.833 2.953 Vel = 11.28 S203 21.24 1.408 1 T 6.617 '; 10.375 14.392 K Factor = 5.60 to 120.0 0.0 I 6.617 2.166 S204 53.44 0.1912 0.0 ~ 16.992 3.249 Vel = 11.01 S204 24.93 1.408 1 Y 6.617 '~ 0.667 19.807 K Factor = 5.60 to 120.0 0.0 6.617 0.0 A201 78.37 0.3882 0.0 ~ 7.284 2.828 Vel = 16.15 A201 137.56 2.703 0.0 6.000 22.635 to 120.0 0.0 ; 0.0 0.0 A200 215.93 0.1057 0.0 6.000 0.634 Vel = 12.07 A200 0.0 2.703 1 I 6.683 , 87.000 23.269 to 120.0 1 J 16.786 I~ 23.469 0.794 A217 215.93 0.1057 0.0 110.469 11.675 Vel = 12.07 A217 170.88 3.314 11 7.279 ~ 5.000 35.738 to 120.0 0.0 7.279 0.0 A218 386.81 0.1152 0.0 ' 12.279 1.415 Vel = 14.39 A218 0.0 4.31 41 37.909 ;13.125 37.153 to 120.0 1 C 18.118 ', 95.050 0.0 TOR 386.81 0.0320. 1 B 16.724 108.175 3.465 Vel = 8.51 1 J 22.299 TOR 0.0 4.31 1 Z 13.937 i 5.500 40.618 to 120.0 1 Zim 0.0 13.937 7.610 * Fixed loss = 4.397 BOR 386.81 0.0320 0.0 19.437 0.622 Vel = 8.51 BOR 0.0 6.4 1 X 58.9 155.000 48.850 to 150.0 1 V 27.487 92.277 0.0 TEST 386.81 0.0031 1 G 5.89 247.277 0.765 Vel = 3.86 100.00 ~ Qa = 100.00 486.81 _ ~ 49.615 K Factor = 69.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Ahern Fire Protection 3012 E. Capitol Drive, Unit B Appleton, WI 54911-8803 920-954-8242 Job Name POKLANSY Building FP-1 Location :SOUTH WESTHAVEN DRIVE OSHKOSH WI 54902 System 4 GARAGE Contract :490743 Data File 490743.wx4 Computer Programs by Hydratec fnc. Route 111 Windham N.H. USA 03087 Ahern Fire Protection POKLANSY HYDRAULIC CALCULATIONS for Projecf name: POKLANSY-PISS 8~ BILLS ' Location: SOUTH WESTHAVEN DRIVE OSHKOSH WI 54902 Drawing no: FP-1 Date: 07/02/08 Page 1 Date 062508 Design Remote area number: 4 GARAGE ' Remote area location: 4 GARAGE Occupancy classification: ORDINARY HAZARD Density: .15 - Gpm/SgFt Area of application: 900 - SgFt Coverage per sprinkler: 109 - SgFt Type of sprinklers calculated: MICROFAST VK302 1/2" 5.6K BRASS PENDENT No, of sprinklers calculated: 10 ' In-rack demand: N/A -GPM Hose streams: 250 -GPM Total water required (including hose' streams): 451.10 - GPM@ 32.745 -Psi Type of system: ANTIFREEZE Volume of dry or preaction system: N/A -Gal ! Wafer supply information Dafe: 10/01 /2003 i Location: MAIN IN FRONT OF BUILDING Source: OSHKOSH WATER DEPARTMENT Name of contractor: JF AHERN Address: 201 MORRIS COURT FOND DU LAC WI 54936 Phone number: 920/907-5406 Name of designer: C.KOESLING Authority having jurisdiction: CITY OF OSHKOSH Notes:.(Include peaking information or gridded systems here.)DEMAND @ BASE OF RISER IS 201.1 @ 30.352PS1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 O N N O N O O .r ao U O C L r--~ U a~~i O a } ~ ~~ ~ ~Q ~ L J ~ Y ~ ¢a N ~ O ~ O M ~ N M ~ N .. .. .. .. .. .. .. N -a ~ ~ ~ c~ 3 ~ -~ E clLaw cp c i ca U ~ "~ E ~ ~ ` i ° c aa ia i~ ~ o ~ ~ a i c a a~i > N~ > ~ rn , ~ , w c~cn u~ CNN O OM ~ i O I I M i I ~ O O i .-~ M oZ i Cfl v i ~ I ~ O l(') ~ 0 0 O O Lf~ ~ O .~. L fn~0 O ~ a ~ >, ~-- N c~ ^ [ice ~ ~ i i fl-U "O "O ~~='ve'in O o fn~NN N ~(/) ~ ~ O +~ i ~ ~ i O >UUU o 0 0 0 ( o o >+ ~ d' M N ~ O O O O O O O O O O U ~ ~ ~ ~ I ~ - ~ O M ti c 0 to d' M N ~ a. ; ~ W (n (n ~ ~ W 0 M O Q 2 Z E c6 L C O March 14, 2008 Sprinkler 41 a MicrofastHP® QUICK ~ ~ ~ RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes and temperature ratings and K-Factors to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive at- mospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon®and Polyester coat- ings as corrosion resistant.) ~, 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class 2020 NYC Approved: Calendar Number 219-76-SA and MEA 89-92-E, Volume 16 ABS Certified: Certificate 04-HS407984C-PDA VdS Approved: Certificate G4040095, G4040097, G4060056, G4060057, G4880045, G4930038, and G4980021 LPC Approved: Ref. No. 096e/03 and 096e/04 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40130, and 0786-CPD-40170 I, MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008 NOTE: Other International approval certificates are available upon request. Refer to the Approval Chart on page 41d and Design Criteria on page 41e for cULus and FM approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar) Maximum Working Pressure: Sprinklers 12282 and 12290 are rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- sure (HP) sprinklers can be identified by locating "250" stamped on the deflector. All other Part Nos, not mentioned above are rated to a maximum 175 psi (12 bar) wwp. ~ Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Chart ~ Nominal K-Factor: Refer to the Approval Chart Glass-bulb fluid temperature rated to -65 °F (-55 °C) ~, Overall Length: Refer to the Approval Chart Viking Technical Data may be found on The Viking Corporation's Web site at http://www.vikingg roupi nc.com. The Web site may include a more recent edition of this Technical Data Page. i Material Standards: i Frame Casting: Brass UNS-C84400 Deflector: Phosphor Bronze UNS-C51000 or Copper UNS-C19500 for Sprinklers 06662B, 066668, 067656, and 12104. Copper UNS-C19500 for Sprinkler 12282. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 067186, 067208, and 12290): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Pip Cap Attachment: Brass UNS-C36000 Ejector Spring (for Sprinkler 12104): Stainless Steel I Form No. F_081296 Replaces page 41 a-f, dated October 12, 2007. (Added LPCB Approval and updated CE Approval for Sprinkler 066668, Added Dry System note in approval chart for Small Orifice.) Sprinkler 41 b March 14, 2008 m MicrofastHP® QUICK ~ ~ ~ RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877,384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com F r T n° Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon° Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Microfast° and MicrofastHP° Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler fin- ish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy° = F, White Polyester = M-/W, Black Polyester = M-/B, and Black Teflon° = N Temperature Suffix (°F/°C): 135°/68° =A, 155°/68° = B,' 175°/79° = D, 200°/93° = E, and 286°/141° = G For example, sprinkler VK302 with a 1/2" thread, Brass ,finish and a 155 °F/68 °C temperature rating =Part No. 066626A6 Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/B (available since 2000). B. Wrench for coated and/or recessed sprinklers: Part No. 12144W/B" (available since 2003) NOTE: RECESSED PENDENT SPRINKLERS WITH PROTECTIVE CAPS MUST USE WRENCH 12144WI6. "A'/=" ratchet is required (not available from ~lking). j 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. 'I 6. 7 INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. iI AVAILABILITY ~ The Viking Microfast° and MicrofastHP° Quick Response Pendent Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. Wrench Flats \ Protective Sprinkler Cap 90>~96 m Figure 1: Standard Sprinkler Wrench 70896W/B 8. GUARANTEE i For details of warranty, refer to Viking's current list price' schedule or contact Viking directly. March 14, 2008 Sprinkler 41 c MicrofastHP® QUICK ~ ~ ~ RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com .; ~ 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 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings': White Polyester, Black Polyester, and Black Teflon® Foofiotes ' The sprinkler temperature rating is stamped on the deflector.) z 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. ~ s The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on pages 41 d. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surtaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. !, i r l i ~~ -Sprinkler Wrench 12144W/B~~ for installing coated ~ and/or recessed ;;~" pendent sprinklers N ~ Carefully slide the 1 with protective caps, ~-~=~ ~ `-- ~ wrench sideways j r ;--___-; i around the protective '~ ~ ; ~ cap, ensuring engage- `'------`' Ment with the sprinkler ~~A 1/2'I ratchet is required wrench flats. (not available front Viking. Figure 2: Wrench 12144WlB for Coated andlor Recessed Pendent Sprinklers ~ i ~ i Sprinkler 41 d March 14, 2008 MicrofastHP® QUICK ~ ~ ~ RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings M149058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Listings and Approvals' Sprinkler Thread Size Nominal Overall I Base SIN K-Factor Length i (Refer also to Design Criteria on page 41e.) Part No.' NPT BSP U.S. metrics Inches mm cULus~ FM6 NYCB VdS LPCB ~ E Standard Orifice 066626 VK302 1/2" 15 mm 5.6 80.6 2-1 /4" 58' A1X, 61Y A3X, 63Y A1X, B1Y A3 A3X, 63Y C3X, E3Y" C3X, E3Y15 Large Orifice 066666 VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 A1X, 61Y A2X, 62Y A1X, B1Y -- A3X C3" - 12104 VK352 3/4" 20 mm 8.0 115.2 2-1/4" 58 -- -- - G3 -- -- -- 067656 VK352 1/2" 15 mm 8.0 115.2 2-3/8° 60 A1X, 61Y - A1X, 61Y A3 -- -- - Small Orifice' 06718610 VK329 1/2" 15 mm 2.8 40.3 2-3/16" 56 A1X, 61Y A2X A1X, 61Y - - -- - 06720610 VK331 1/2" 15 mm 4.2 60.5 2-1/4" 58, A1X, B1Y -- A1X, 61Y -- - -- -- 069328 VK331 -- 10 mm 4.2 60.5 2-3/8" 60, -- - - A3 -- G2'• -- Maximum 250 PSI (17 bar) WWP Standard Orifice Sprinkler Thread Size Nominal Overall ', Listings and Approvals' Base SIN K-Factor Length (Refer also to Design Criteria on page 41 e.) Part No' NPT BSP U.S. metrics Inches mm cULus~ FM NYC" VdS LPCB ~ E 12282 VK317 1/2" 15 mm 5.6 80.6 2-1/4" 58' A1X, 61Y - A1X - - -- - Maximum 250 PSI (17 bar)1NWP Small Orifice° 12290tD VK342 1/2" 15 mm 2.8 40.3 2-3/16" 56 A1X, B1Y - A1X -- - -- - Approved Temperature Ratings i Approved Escutcheons A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), Approved Finishes X -Standard surtace-mounted escutcheon or and 286 °F (141 °C) B -135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) 1 - I Brass, Chrome-Enloym, White Poly- the Vking Microfast® Model F-1 Adjustable C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F ester'•e, Black Polyester'•s, and Black Escutcheon's (141 °C) Teflon®' Y -Standard surtace-mounted escutcheon or D - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 286 °F 2 -Brass and Chrome-Enloya' the Viking Microfast~' Model F-1 Adjustable (141 °C) ° ° 3 -Brass, Chrome-Enloy®, White Polyesters, Escutcheon's or recessed with the Viking E - 155 F (68 C), 175 °F (79 °C), and 200 °F (93 °C) F - 155 °F (68 °C), 175 °F (79 °C), and 286 °F (141 °C) and Black Polyester8 Micromatic® Model E-1 or E-2 Recessed G - 155 °F (68 °C) i~ Escutcheon ~i Footnotes ' Base part number is shown. For complete part number, refer to Viking's current price schedule. s 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. Check with the manufacturer for any additional approvals. ' Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. e FM Approved for use only in wet-pipe sprinkler systems (or preaction systems qualifying as wet systems) for protection of occupancies described in the Factory Mutual Engineering and Research Loss Prevention Data Sheets and Technical Advisory Bulletins. s Acce ted for use Cit of New Yo k B d f St d d d A l C p , y r oar o an ar s an ppea s, alendar Number 219-76-SA. ' cULus Listed as corrosion resistant. s Other colors are available on request with the same Listings and Approvals as the standard colors . ° Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. 'OThe sprinkler orifice is bushed. "Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 16. 121'he Vking Microfast~ Model F-1 Ad1ustable Escutcheon is considered asurface-mounted escutcheon bec it d t ll th f ibl l f th t ause oes no ow a e us emen e e o e sprinkler to be recessed behind the face of the wall or ceiling. 13CE Certified Standard EN 12259-1 EC rtif t f f it 0832 CPD , , -ce ica e o orm con y - -2001 and 0832-CPD-2003. '°CE Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40130 and 0786-CPD-40170. 15 MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008. March 14, 2008 j Sprinkler 41 e MicrofastHP® QUICK ~ ~ ~ RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com c L ~ i ina R a~irem nts: Microfasta and MicrofastHP® Quick Response Pendent Sprinklers a're cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. ~ • Designed for use in Light and Ordinary Hazard occupancies (exception: smaN orifice sprinklers are limited to Light Hazard when: allowed by the installation standards being applied, with hydraulically calculated wet systems only). • The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must lie followed. FM Aoaroval Requirements: For installation in accordance with the latest applicable FM Loss Prevention Data Sheets (including 2-8N) and Technical Advisory Bulletins. FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins 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. '~ Ceiling Opening Size 2-5/16' (58,7 r~r1) MinirluM 2_1/8, 2-1/2" C63,5 rnrn) rlaxiriurn <54 r~M) I f 1/2' C15 roro) ~\ NPT - - l~dib. ~ 2-1/4' (4 ) ~ Pendent Sprinkler 06662B CVK302) 1-3/4' (44.5 r~rn) Installed with a standard 1/8' surface- rlounted escutcheon. i 2' 1-1/2" (38.1 rnrl) (50.8 rlrn> MIYIIMUI`1 Maxirlurl Installed with a Microfast Model F-1 Adjustable Escutcheon Figure 3: Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon Sprinkler 41f March 14, 2008 The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 2-1/8" Ceiling, Opening Sizes Z_I/g" (54 r1r1) 2-5/16' 058.7 rnr~> MiniMUr1 (54 r~r~) 2-1/2" (63,5 r~r1) r~axirour~ i ... .. .......:::... I l~°IIY~\ ;:. __ <.; i 1-3/4" 1-I/8" (28.6 r~r~) Minirnur~ ' 2' 1-1/8" <28.6 rnM) (44.5 r~r~) t j (50.8 r~r~) MIY11MUr'1 MQXIf`1ut"1 j MaxiMUr1 _~ ~ ~I Installed with a Micromatic Model E-1 Recessed Escutcheon ( Installed with a thread on Model E-2 Recessed Escutcheon Figure 4: Sprinkler VK302 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No. F_081296 Replaces page 41a-f, dated October 12, 2007. (Added LPCB Approval and updated CE Approval for Sprinkler 066666, Added Dry System note in approval chart for Small Orifice.) APPLICATION '; Designed for installation on potable water lines to protect ~j~ ~~ p, against both backsiphonage and backpressure of polluted '! ~ ~~~ water into the potable water supply. The Model 350A shall provide protection where a potential health hazard does not exist. (with OSY gates) (with BGVIC valves) FEATURES Sizes: ^21/2" ^3" ^4" ^6" ^8" ^10" Maximum working water pressure 175 PSI Maximum working water temperature 140'F Hydrostatic test pressure 350 PSI End connections i (Grooved for steel pipe) AWWA C606 (Flanged) ANSI 816.1 Class 125' OPTIONS (Suffixes can be combined) ' ^ -with flanged end NRS gate valves (standard) ^ FSC -with epoxy coated wye type strainer (flanged only) ^ G -with grooved end NRS gate valves ~ ^ GF -with grooved inlet gate connection and flanged outlet gate connection I ^ FG -with flanged inlet gate connection and grooved outlet gate connection ! ^ L -less shut-off valves (grooved body connections) ^ OSY -with flanged end OS&Y gate valves ~~ ^OSYG - with grooved end OS&Y gate valves ^ PI -with Post Indicator Gate Valves (4"-10") ^BGVIC - with grooved end butterfly valves ACCESSORIES ^ Repair kit (rubber only) ^ Thermal expansion tank (Model WXTP) ^ OS & Y Gate valve tamper switch (OSY-40) ^ Test Cock Lock (Model TCL24) DIMENSIONS 8~ WEIGHTS (do not include pkg.) STANDARDS COMPLIANCE (Horizontal 8r Vertical) • ASSE® Listed 1015 • AWWA Compliant C510 (with gates only) • IAPMO® Listed • CSA®Certified (4"-8") • UL® Classified C-UL®Classified (excluding BGVIC) • FM®Approved • NYC MEA 220-04-M Vol 2 (2-1l2"-8") • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (excluding 10" BGVIC) MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners & springs Stainless Steel, 300 Series Seal ring EPDM (FDA approved) O-ring Buna Nitrite (FDA approved) MODEL 350A with OSY 8r FSC option WEIGHT MODEL SIZE in. mm WITHOUT GATES Ibz. kg WRH NRS GATES (GXF) bs. kg MATH OSBY GATEB (GXF) 9>s. kg WITH NRS GATES (GXG) lbs. kg ~~ WITH OSBY GATES(GXG) ~ lbs. ~ kg WITH BUTTERFLY VALVES (GXG) lbs. kg 21/2 65 90 41 184 83.5 192 87 776 80 184 83.5 108.8 49.4 3 BO 89 40.5 204 82.5 210 95.3 194 88 200 90.8 109.4 50 4 100 76 34.5 220 100 230 704 794 88 204 '93 108 49 6 150 126 571 346 t57 362 164 376 143 332 151 178 81 8 200 286 130 736 335 762 335 738 335 738 335 394 179 10 250 339 153.8 986 438.2 1024 464.5 844 382.8 902 409.1 511 232 G --~ MODE DIMENSION (epprpzim9te) L BILE A 9VTTERFLY LESS GATE VALVES O D OS6Y OPEN ~~ OS6Y CLOSED NRB GATE eU7TERFLY VALVES F O m. ti. x,. :1. 61. m. m. m. 212 95 35 tro 982 32 tro 816 Al/6 511 412 114 7114 16a 163ro It6 137ro ]52 t11ro tea a 200 a 152 q3 Sre 1159 3 eo setre s7e szve ezs zo7re s17 s1rz n4 71M 191 7e7re 479 1s5re 397 tt3re 3u a zos s 7sz a6lre n9t 4 100 06 965 30 tre M2 197ro 505 H2 714 a 201 22314 579 to 1N 48q t4 va 075 91re 232 S 152 53 tre 7ND 6 15D 17 1t94 ~7re t01] 257ro ~7 512 140 10 25a 30 tre 7e5 233/4 603 78 483 10 tro 25T T 176 9e 1651 s 200 s7516 t3e5 547rz 7364 ae 12 ale 10 25a n na nv4 esa ~7w 7u a1n s72 n1sn9 303 91rz r9 es Ire z7e7 10 2:A 9~ 6.9 1642 59 t2 14e5 3612 976 10 254 t3 ]OS 45 3/4 1162 3532 gap 26 t2 975 115/te 339 612 218 9a tre 2397 Attention: Model 350A (grooved body) and Model 350 (flange body) have different lay lengths. Page 1 of 2 FLOW CHARACTERISTICS MODEL 360A 2 1/2", 3" & 4" (STANDARD ffi METRIC) FLOW RATES p/s) O.O 12.6 ' 25.2 37.9 16 of d - . _. ,-- _. _. 3000 in 1 0 0 w ~ 6 H W C d 0 O O 200 ~. 400 600 FLOW RATES (GPM) MODEL 360A 6", 8" 8. 1 O" (STANDARD & METRIC) FLOW RATES (I/s) ca ~ ~'~a 7 'IRO 7 16 ~ 10 0 J W H 6 q W R' O I 1000 2000 FLOW RATES (GPM) p Rated Flow (established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless other- wise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. INDOOR INSTALLATION MODEL 350ABGVIC OUTDOOR INSTALLATION MODEL 350AFS SPECIFICATIONS The Double Check Backflow Prevention Assembly shall be ASSE® Listed 1015, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron {ASTM A 536 Grade 4), the seat ring and check valve shall be NORYLT"" the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The checks shall be accessible for maintenance without removing the device from the line. The Double Check Backflow Prevention Assembly shall be a WILKINS Model 350A. • WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) Website: http://www.zurn.com Page 2 of 2 50.5 104 .Si 69 ~ 0 w 35 N w d 800 252.4 104 69 ~ 0 w K 35 N w K O_ 0 4000 Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 it/sec 7.5 ff/sec 10 fUsec 15 fUsec 21/2" 75 112 149 224 3" 115 173 230 346 4" 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 INDOOR INSTALLATION (VERY.) MODEL 350A DIRECTION OF FLOW - - - - - - - - - - - - - - - I ----- C O ~ < N ~ c~ M O c ~ ~ CA +. N ~ ao C s C 0 U u t C r r C >, L c~ C ~ O ~ U ~ ~ OL ~ ~- ~ -a d ~_ ~ N f~C (A L.L Q ~ Z ~ Y ~ u. Q a ~ a ~M Nd'O~ OOCC rOO~~CO (C r O O IA ~ 0 0~ MCC M IA O ~ N oC) IA 0 0~ ~ 0 0 0 MIA ~ OO~COOOGONtA~ OOC~7f~0Ot~Nd~'M ~ONCCOOGOONCOCN ~ONIAOOIOANtOAN .-MC10 MMLA CO IA CC ~N~7r-MM~M~ O~ OtAO~O'd' OD N ~ M ~ N M M ~ N ~~IANIAN COO~NOONN~N~ N M O ~ CC O O O O ~~r-NCC~N~N~ ti ~ OO00.-OO~CO.-OD O M M O In.-r~~lnr-.-n.-I. M O N N 3 In cc~.-v~~cn.-co O LL C N 117tAO O O ~OtA~M00~-O~O~ a~ u~ m CC M m ~-O'ctONCCCO[fCC)~ ~ O J ~ ~ M a ~OMONIA CC MCCM X LL f6 OONOOOIANIAN N (6 d c O O N O O O ~t N V' N p~ m O O ~ O O O M ~ M N L L N (6 > ~ ~ O N TEL 3~N ~ Y ~ O~ U~ 7 U U > > W O N > m> L O V N L O~ ~~ U~ ~~ U `- W 0 3 0 C~L~~ii>FL-- ~F~lir`Ai ciU cv'a~ 3 cv U u~ ~ pl ;..0 O i Z 0 f0 N -` c ~ c_Cn ~C7 U` LLL.L ~CY U~ O X 0 0 0 0 (6 N -- >cgrn~rnrnrnrntiC9~ E [OUWC~_~F->XNIV L U ~ ~ CC ~ G f~ L ~ ff^~^ Q vJ ~ t" C ~ O ~ N //~~ '~ ++ t,/ ~ ~ ~ L ~ ~ ~ ~ ~ ~ ~ ~ ~C ~ N = C ~ ~ ~~~ ~ ~ ~~3 c D J ~ ~ ~ M O M O Q 2 Z E N t >_C r O 7 O r c U N f6 2 L to f0 Q (V 7 Q O U Pressure /Flow Summary -STANDARD Ahern Fire Protection I~ Page 4 POKLANSY ~ Date 062508 Node Elevation K-Fact Pt Pn Flow Density Area Press 'o. Actual ' Actual Req. D301 109.0 5.6 12.13 na 19.5 0.15 D302 109.0 5.6 12.13' na 19.5 0.15 S401 111.25 K = K @ EQ01 12.01 na 19.5 S402 111.25 K = K @ EQ01 13.35' na 20.55 C401 111.25 18.93'. na S403 111.25 K = K @ EQ01 12.021 na 19.5 S404 111.25 K = K @ EQ01 13.35' na 20.56 C402 111.25 18.93 na S405 111.25 K = K @ EQ01 12.04' na 19.52 S406 111.25 K = K @ EQ01 13.38 na 20.58 C403 111.25 18.97' na S407 111.25 K = K @ EQ01 12.12' na 19.58 S408 111.25 K = K @ EQ01 13.46: na 20.64 C404 111.25 19.09' na S409 111.25 K = K @ EQ02 12.18' na 19.94 S410 111.25 K = K @ EQ01 13.57! na 20.72 C405 111.25 19.31 ' na 8301 110.5 21.92' na C301 111.25 21.61'., na 6302 110.5 21.91 '', na C302 111.25 21.61 ' na 6303 110.5 21.931 na C303 111.25 21.63 na 8304 110.5 21.97' na C304 111.25 21.67' na 6305 110.5 22.2 ' na x305 111.25 21.88 na 306 110.5 22.74', na .:306 111.25 22.38' na D401 110.5 21.91 ', na D402 110.5 21.92'.. na D403 110.5 21.96'.. na D404 110.5 22.09 na D405 110.5 22.37'., na A301 111.25 21.7 ', na A302 111.25 21.72'. na A303 111.25 21.74' na A304 111.25 21.77 ! na A305 111.25 21.77 j na A306 111.25 21.78' na A307 111.25 21.79' na A308 111.25 21.82'. na A309 111.25 21.851 na A310 111.25. 21.9 ! na A311 111.25 21.97 '~ na A312 111.25 22.04', na 8307 110.5 22.82' na A216 110.5 22.92 ' na A217 110.5 23.35' na TOR 110.5 24.381 na BOR 105.0 30.35' na TEST 100.0 32.74 '', na 250.0 I I he maximum velocity is 14.24 and it occurs in the pipe between nodes S410 and C405 130 7.0 130 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams Ahern Fire Protection Page 5 POKLANSY Date 062508 Hyd. Qa Dia. Fitting '; Pipe Pt Pt Ref. "C" or ~ Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D301 19.50 1.08 ' 1 T 5.762 2.250 12.125 K Factor = 5.60 to 120.0 0.0 5.762 -0.974 EQ01 19.5 0.1077 0.0 8.012 0.863 Vel = 6.83 0.0 19.50 ~ 12.014 K Factor = 5.63 D302 1 g.50 1.08 1 E 2.305 2.250 12.125 K Factor = 5.60 to 120.0 0.0 2.305 -0.974 EQ02 19.5 0.1078 0.0 4.555 0.491 Vel = 6.83 0.0 ~i 19.50 11.642 K Factor = 5.72 S401 19.50 1.08 0.0 12.375 12.014 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 S402 19.5 0.1078 0.0 ' 12.375 1.334 Vel = 6.83 S402 20.55 1.08 1 E 2.305 ', 11.375 13.348 K Factor @ node EQ01 to 120.0 0.0 2.305 0.0 C401 40.05 0.4080 0.0 'i 13.680 5.582 Vel = 14.03 C401 0.0 1.08 1 T 5.762 '~ 0.750 18.930 to 120.0 0.0 5.762 0.325 D401 40.05 0.4082 0.0 ! 6.512 2.658 Vel = 14.03 0.0 40.05 ~ 21.913 K Factor = 8 56 S403 19.50 1.08. 0.0 ';12.375 12.016 K Factor @ node EQ01 to 120.0 0.0 0.0 0.0 S404 19.5 0.1078 0.0 ' 12.375 1.334 Vel = 6.83 S404 20.56 1.08 1 E 2.305 ' 11.375 13.350 K Factor @ node EQ01 to 120.0 0.0 '! 2.305 0.0 C402 40.06 0.4081 0.0 i 13.680 5.583 Vel = 14.03 C402 0.0 1.08 1 T 5.762 0.750 18.933 to 120.0 0.0 5.762 0.325 D402 40.06 0.4082 0.0 16.512 2.658 Vel = 14.03 0.0 40.06 21.916 K Factor = 8.56 S405 19.52 1.08 0.0 ~ 12.375 12.042 K Factor @ node EQ01 to 120.0 0.0 ~ 0.0 0.0 S406 19.52 0.1080 0.0 112.375 1.336 Vel = 6.84 S406 20.58 1.08 1 E 2.305 ',11.375 13.378 K Factor @ node EQ01 to 120.0 0.0 2.305 0.0 C403 40.1 0.4090 0.0 ' 13.680 5.595 Vel = 14.04 C403 0.0 1.08 1 T 5.762 0.750 18.973 to 120.0 0.0 '; 5.762 .0.325 D403 40.1 0.4089 0.0 6.512 2.663 Vel = 14.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I' Final Calculations -Hazen-Williams Ahern Fire Protection POKLANSY Page 6 Date 062508 Hyd. Qa Dia. Fitting i Pie P Pt Pt Ref. "C" or ; Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. j Total Pf Pn 0.0 40.10 21.961 K Factor = 8.56 S407 19.58 1.08 0.0 ~ 12.375 12.118 K Factor @ node EQ01 to 120.0 0.0 ( 0.0 0.0 S408 19.58 0.1086 0.0 ':12.375 1.344 Vel = 6.86 S408 20.65 1.08 1 E 2.305 j 11.375 13.462 K Factor @ node EQ01 to 120.0 0.0 ~ 2.305 0.0 C404 40.23 0.4113. 0.0 i 13.680 5.627 Vel = 14.09 C404 0.0 1.08 1 T 5.762 j 0.750 19.089 to 120.0 0.0 ! 5.762 0.325 D404 40.23 0.4112 0.0 ~ 6.512 2.678 Vel = 14.09 0.0 40.23 22.092 K Factor = 8.56 S409 19.94 1.08 0.0 j 12.375 12.178 K Factor @ node EQ02 to 120.0 0.0 ~ 0.0 0 0 S410 19.94 0.1123 0.0 ~ 12.375 . 1.390 Vel = 6.98 S410 20.73 1.08 1 E 2.305 ~ 11.375 13.568 K Factor @ node EQ01 120.0 0.0 ~ 2.305 0.0 C405 40.67 0.4197 0.0 13.680 5.742 Vel = 14.24 C405 0.0 1.08 1 T 5.762 ~j 0.750 19.310 to 120.0 0.0 1 5.762 0.325 D405 40.67 0.4198 0.0 i 6.512 2.734 Vel = 14.24 0.0 j 40.67 j 22.369 K Factor = 8.60 B301 3.88 1.408 1 T 6.617 1 0.750 21.922 to 120.0 1 E 3.308 ; 9.925 -0.325 C301 3.88 0.0015 0.0 1 10.675 0.016 Vel = 0.80 C301 0.0 1.408 8E 26.466 '74.955 21.613 to 120.0 1 T 6.617 '33.083 0.0 A305 3.88 0.0015 0.0 1'.08.038 0.162 Vel = 0.80 0.0 3.88 21.775 K Factor = 0.83 B302 4.92 1.408 1 T 6.617 ! 0.750 21 914 to 120.0 1 E 3.308 1 9.925 . -0.325 C302 4.92 0.0023 0.0 10.675 0.025 Vel = 1.01 C302 0.0 1.408 1 T 6.617 771.083 21.614 to 120.0 0.0 ! 6.617 0.0 A307 4.92 0.0023 _ 0.0 1 77.700 0.180 Vel = 1.01 0.0 4.92 _ 21.794 K Factor = 1.05 B303 5.06 1.408 1 T 6.617 0.750 21.929 to 120.0 1 E 3.308 , 9.925 -0.325 C303 5.06 0.0024 0.0 .10.675 0.026 Vel = 1.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams Ahern Fire Protection ~ ~ Page 7 POKLANSY I Date 062508 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn C303 0.0 1.408 1 T 6.617 ! 71.083 21.630 to 120.0 0.0 ! 6.617 0.0 A308 5.06 0.0024 0.0 ~; 77.700 0.190 Vel = 1.04 0.0 5.06 ~ 21.820 K Factor = 1.08 B304 4.86 1.408 1 T 6.617 0.750 21.971 to 120.0 1 E 3.308 ~ 9.925 -0 325 C304 4.86 0.0023 0.0 ~ 10.675 . 0.025 Vel = 1.00 C304 0.0 1.408 1 T 6.617 71.083 21.671 to 120.0 0.0 ~ 6.617 0.0 A309 4.86 0.0023 0.0 77.700 0.175 Vel = 1.00 0.0 I 4.86 21.846 K Factor = 1.04 B305 1.22 1.408 1 T 6.617 0.750 22.203 to 120.0 1 E 3.308 ~ 9.925 -0.325 C305 1.22 0.0002 0.0 ;10.675 0.002 Vel = 0.25 C305 0.0 1.408 8E 26.466 '83.000 21.880 to 120.0 1 T 6.617 ,33.083 0.0 A310 1.22 0.0002 0.0 1'16.083 0.020 Vel = 0.25 0.0 1.22 21.900 K Factor = 0.26 B306 -6.44 1.408 1 T 6.617 ~ 0.750 22.742 to 120.0 1 E 3.308 ~ 9.925 -0.325 C306 -6.44 -0.0037 0.0 :.10.675 -0.040 Vel = 1.33 C306 0.0 1.408 5E 16.542 ,77.750 22.377 to 120.0 2T 13.233 29.775 0.0 A311 -6.44 -0.0038 0.0 107.525 -0.410 Vel = 1.33 0.0 -6.44 21.967 K Factor = -1.37 B301 -26.91 2.703 0.0 ! 4.083 21.922 to 120.0 0.0 0.0 0.0 D401 -26.91 -0.0022 0.0 , 4.083 -0.009 Vel = 1.50 D401 40.05 2.703 0.0 2.208 21.913 to 120.0 0.0 0.0 0.0 B302 13.14 0.0005 0.0 ~ 2.208 0.001 Vel = 0.73 B302 -4.91 2.703 0.0 j 6.542 21.914 to 120.0 0.0 ~ 0.0 0.0 D402 8.23 0.0003 0.0 6.542 0.002 Vel = 0.46 D402 40.05 2.703 0.0 1 1.958 21.916 to 120.0 0.0 0.0 0.0 B303 48.28 0.0066 0.0 ~ 1.958 0.013 Vel = 2.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams Ahern Fire Protection j POKLANSY Page 8 Date 062508 Hyd. Qa Dia. Fitting i Pipe Pt Pt Ref. "C" or ! Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. i Total Pf Pn B303 -5.06 2.703 0.0 6.042 21.929 to 120.0 0.0 ~ 0.0 0.0 D403 43.22 0.0053 0.0 6.042 0.032 Vel = 2.42 D403 40.10 2.703 0.0 0.542 21.961 to 120.0 0.0 0.0 0.0 B304 83.32 0.0185 0.0 ; 0.542 0.010 Vel = 4.66 B304 -4.86 2.703 0.0 7.458 21.971 to 120.0 0.0 ~ 0.0 0.0 D404 78.46 0.0162 0.0 7.458 0.121 Vel = 4.39 D404 40.22 2.703 0.0 i 3.167 22.092 to 120.0 0.0 0.0 0.0 B305 118.68 0.0350 0.0 ; 3.167 0.111 Vel = 6.64 B305 -1.21 2.703 0.0 4.833 22.203 to 120.0 0.0 0.0 0.0 D405 117.47 0.0343 0.0 4.833 0.166 Vel = 6.57 D405 40.67 2.703 0.0 to 120.0 0.0 B306 158.14 0.0593 0.0 6.292 22.369 0.0 0.0 6.292 0.373 Vel = 8.84 B306 6.44 2.703 0.0 to 120.0 0.0 A216 164.58 0.0642 0.0 2.833 22.742 0.0 0.0 2.833 0.182 Vel = 9.20 0.0 164.58 22.924 K Factor = 34.37 6301 23.03 2.703 21 13.366 46.917 21.922 to 120.0 0.0 113.366 -0.325 A301 23.03 0.0017 0.0 60.283 0.102 Vel = 1.29 A301 0.0 2.703 0.0 14.000 21.699 to 120.0 0.0 ~ 0.0 0.0 A302 23.03 0.0016 0.0 .14.000 0.023 Vel = 1.29 A302 0.0 2.703 0.0 10.000 21.722 to 120.0 0.0 ~ 0.0 0.0 A303 23.03 0.0017 0.0 10.000 0.017 Vel = 1.29 A303 0.0 2.703 1I 6.683 9.625 21.739 to 120.0 0.0 ~ 6.683 0.0 A304 23.03 0.0017 0.0 16.308 0.027 Vel = 1.29 A304 0.0 2.703 0.0 ~ 5.042 21.766 to 120.0 0.0 0.0 0.0 A305 23.03 0.0018 0.0 ~ 5.042 0.009 Vel = 1.29 A305 3.88 2.703 0.0 4.542 21.775 ~ 120.0 0.0 0.0 0.0 A306 26.91 0.0022 0.0 4.542 0.010 Vel = 1.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams Ahern Fire Protection ! Page 9 POKLANSY ~ Date 062508 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or ~ Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn A306 0.0 2.703 0.0 i ~ 4.083 21.785 to 120.0 0.0 ~ 0.0 0.0 A307 26.91 0.0022 0.0 ~ 4.083 0.009 Vel = 1.50 A307 4.92 2.703 0.0 8.458 21.794 to 120.0 0.0 0.0 0.0 A308 31.83 0.0031 0.0 8.458 0.026 Vel = 1.78 A308 5.06 2.703 0.0 ~ 6.583 21.820 to 120.0 0.0 0.0 0.0 A309 36.89 0.0039 0.0 6.583 0.026 Vel = 2.06 A309 4.86 2.703 0.0 10.625 21.846 to 120.0 0.0 0.0 0.0 A310 41.75 0.0051 0.0 :10.625 0.054 Vel = 2.33 A310 1.22 2.703 0.0 ~ 12.458 21.900 to 120.0 0.0 0.0 0.0 A311 42.97 0.0054 0.0 i 12.458 0.067 Vel = 2.40 A311 -6.44 2.703 11 6.683 10.833 21.967 to 120.0 0.0 ~ 6.683 0.0 A312 36.53 0.0039 0.0 17.516 0.069 Vel = 2.04 A312 0.0 2.703 61 40.099 i 76.583 22.036 to 120.0 0.0 ~ 40.099 0.325 8307 36.53 0.0039 0.0 116.682 0.460 Vel = 2.04 8307 0.0 2.703 1 J 16.786 ~ 9.083 22.821 to 120.0 0.0 ~ 16.786 0.0 A216 36.53 0.0040 0.0 ' 25.869 0.103 Vel = 2.04 A216 164.57 3.314 11 7.279 ~ 5.000 22.924 to 120.0 0.0 ~ 7.279 0.0 A217 201.1 0.0343 0.0 ; 12.279 0.421 Vel = 7.48 A217 0.0 4.31 41 37.909 ~ 13.125 23.345 to 120.0 1 B 16.724 ; 95.050 0.0 TOR 201.1 0.0095 1 C 18.118 108.175 1.033 Vel = 4.42 1 J 22.299 j TOR 0.0 4.31 1Z 13.937 ~ 5.500 24.378 to 120.0 1 Zim 0.0 ;13.937 5.787 * Fixed loss = 3.405 BOR 201.1 0.0096 0.0 i 19.437 0.187 Vel = 4.42 BOR 0.0 6.4 1 X 58.9 155.000 30.352 to 150.0 1 V 27.487 92.277 2.166 TEST 201.1 0.0009 1 G 5.89 247.277 0.227 Vel = 2.01 250.00 Qa = 250.00 451.10 ; 32.745 K Factor = 78 83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ~~ 4' ne . Y r~ .', ~~`~~ AUG 2068 fi,^ INSPECfIC7i4 S~K'~I~~=`~° UI~`ISION Ahern Fire Protection 3012 E. Capitol Drive, Unit B Appleton, WI 54911-8803 920-954-8242 Job Name POKLANSY Building FP-1 Location :SOUTH WESTHAVEN DRIVE OSHKOSH WI 54902 System 2 ATTIC Contract :490743 ~ Data File 490743.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Ahern Fire Protection POKLANSY Page 1 Date 061908 HYDRAULIC CALCULATIONS for Project name: POKLANSKY FISS & BILLS FUNERAL HOME Location: SOUTH WESTHAVEN DRIVE OSHKOSH WI 54902 Drawing no: FP-1 Date: 07/03/08 Design Remote area number: 2 ATTIC Remote area location: 2 ATTIC Occupancy classification: LIGHT HAZARD Density: .1 - Gpm/SgFt '~, Area of application: 7 HEADS - SgFt Coverage per sprinkler: 337.8 - SgFt Type of sprinklers calculated: TYCO BB1 TY4180 8.0 K No. of sprinklers calculated; 7 In-rack demand: N/A -GPM Hose streams: 100 -GPM ~! Total water required (including hose streams); 332.72 - GPM@ 46.026 -Psi Type of system: WET Volume of dry or preaction system: N/A -Gal Water supply information Date: 10/01 /2003 Location: MAIN IN FRONT OF BUILDING Spurce; OSHKOSH WATER DEPARTMENT Name of contractor: AHERN FIRE PROTECTION Address: 201 MORRIS COURT FOND DU LAC WI 54935 Phone number: 920/907-5406 ', Name of designer: C.KOESLING ~! Authority having jurisdiction: CITY OF OSHKOSH Notes: (Include peaking information or gridded systems here.)DEMAND @ BASE OF RISER IS 232.72 GPM @ 43.562 PSI Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N ti ~ 0 ti~ ~~ ~ COMA MIS N M ~ -p ~ ~ ~ O 3 ~ --E o~~va~ °~~U~~rn o w cn cn cn ~~-NN O OM (p O O M O O ti r p Z p ~ ..~ II ~ O J LL I O O lL') ~O~ I ' O O In to O N O ~ j N~ ~ ~ O I M ~ O O ~aLL ~1L~~ M Q~ ~~~~ N ~(~Q'0' ~ ~ O ... ~ ~ ~ O >UUU t 0 o 0 d' 0 M 0 N 0 ~ 0 0 0 0 0 0 0 0 0 O O U r r ~ - r r r ~ Op i ~ C O In ~' M N ~ - ~ ~ W (n (A ~ ~ W 0 M O Q 2 Z E N s c_ O U C U N (6 T z .n E rn O a N Q E O U 1 APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of polluted water into the potable water supply. The Model 350A shall provide protection where a potential health hazard does not exist. (with OSY gates) (with BGVIC valves) FEATURES Sizes: 021/2" ^3" ^4" ^6" ^8" 010" Maximum working water pressure 175 PSI ', Maximum working water temperature 140'F Hydrostatic test pressure 350 PSI End connections '~ (Grooved for steel pipe) AVWVA C606 (Flanged) ANSI 616.1 Class 125 OPTIONS (Suffixes can be combined) ^ -with flanged end NRS gate valves (standard) ^ FSC -with epoxy coated wye type strainer (flanged only) ^ G -with grooved end NRS gate valves ^ GF -with grooved inlet gate connection and flanged outlet gate connection ^ FG -with flanged inlet gate connection and grooved outlet gate connection ^ L -less shut-off valves (grooved body connections) ^ OSY -with flanged end OS&Y gate valves ^OSYG - with grooved end OS&Y gate valves ', ^ PI -with Post Indicator Gate Valves (4"-10") ^BGVIC - with grooved end butterfly valves ', ACCESSORIES ^ Repair kit (rubber only) ^ Thermal expansion tank (Model VJXTP) ^ OS & Y Gate valve tamper switch (OSY-40) ^ Test Cock Lock (Model TCL24) DIMENSIONS 8L WEIGHTS (do not include pkg.) STANDARDS COMPLIANCE (Horizontal ~ Vertical) • ASSE® Listed 1015 • AWWA Compliant C510 (with gates only) • IAPMO® Listed • CSA® Certified (4"-8") • UL®Classified • C-UL®Classified (excluding BGVIC) • FM®Approved • NYC MEA220-04-M Vol 2 (2-1/2"-8") • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (excluding 10" BGVIC) MATERIALS Main valve body. Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLT"', NSF Listed Fasteners & springs Stainless Steel, 300 Series Seal ring EPDM (FDA approved) O-ring Buna Nitrite (FDA approved) MODEL 350A with OSY &FSC option WEIGHT MODEL SIZF in. mm WITHOUT GATES lbs. kg WITH NRS GATES (GXF) ms. kg WITH OS3Y GATES (GXF) Ibs: kg WITH NRS GATES (GXG) lbs. kg '~ WITH OSBY GATES(GXG) lbs. kg WITH BUTTERFLY VALVES (GXG) bs. kg 2 112 65 90 47 184 83.5 192 87 176 80 184 83.5 108.8 49.4 3 80 89 40.5 204 92.5 210 95.3 194 88 200 90.8 109.4 50 4 100 76 34.5 220 100 230 104 191 88 2D4 93 708 49 6 150 126 57.2 346 157 362 164 316 143 332 151 178 81 8 200 286 130 738 335 762 335 738 335 738 335 394 179 10 250 339 153.8 966 438.2 1024 464.5 844 382.8 902 409.1 511 232 G --~ DIMENSION (9ppro3irnNe) MODEL SIZE A A WITN BUTTERFLY B LESS OATS VALVES C D E OSBY OVEN E 086Y tL09ED E NRS GATE E NgTX BVTTERFLY VALVES F O 9,. 9t. xt. 9t. In. xt. m. In. 21rs 85 3512 082 3212 e16 3012 511 41rs 114 ]tN tN 1632 416 13]2 Y52 1132 289 8 203 8 152 4332 1159 3 90 38116 HB 3252 829 291/6 Slt 41/1 111 71N 1e4 to 72 1]9 1532 ~7 1232 373 8 2033 B 152 467A 1191 4 7W 38 88s 33 t2 842 19]2 505 41/2 111 0 203 223N 5]e 1e /N 461 t4 sN 3]5 912 232 8 152 S3 to 1349 8 130 1] 1194 >072 1013 2572 85] 512 too 10 25s 3012 ]OS 233N 803 19 NS 1012 25] ] 170 ~ lit 6 200 8152 1603 61 trz 1384 >s trz 8]e to 25a 11 Z)9 3734 939 2B 1N ]V 221rz 5]2 tt 1SI16 309 errs 218 65]2 2101 to 250 61510 1642 5012 1483 >d 1rz %8 t0 254 12 30S 35 Y4 1162 3332 090 2812 6]3 133/16 ]39 612 218 9112 2391 Attention: Mode1350A (grooved body) and Modet 350 (flange body) have different lay lengths. ~ . ~ ~~ ~ ~~ ~i Page 1 of 2 FLOW CHARACTERISTICS MODEL 350A 2 1/2", 3" & 4" (STANDARD 8 METRIC) FLOW RATES (I/s) O.O 12.6 25.2 37.9 16 c~ d ,'~,~ 1 O 0 W K ~ 6 H N W K d O O.O ,_ 15 M d r~ 10 0 J W h 5 H W K d 200 ~ 400 600 FLOW RATES (GPM) MODEL 350A 6", 8" 8. 1 O" (STANDARD & METRIC) FLOVV RATes <us) 63.1 1126.2 189.3 O 1000 '2000 FLOW RATES (GPM) O Rated Flow (established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless other- wise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. INDOOR INSTALLATION MODEL 350ABGVIC OUTDOOR INSTALLATION MODEL 350AFS SPECIFICATIONS The Double Check Backflow Prevention Assembly shall be ASSE® Listed 1015, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NORYLT"' the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The checks shall be accessible for maintenance without removing the device from the line. The Double Check Backflow Prevention Assembly shall be a VVILKINS Model 350A. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:9051405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) Website: http:!lwww.zurn.com Page 2 of 2 3000 50.5 104 si 69 0 w 35 ~ N W O! O_ 800 252.4 ~ 104 ~' 69 0 W 0: 35 N W O! O_ .a O 4000 Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 fUsec 7.5 fUsec 10 tUsec 15 tUsec 2 1/2" 75 112 149 224 3" 115 173 230 346 4" 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 INDOOR INSTALLATION (VERY.) MODEL 350A DIRECTION OF FLOW I ~..~-..~.,~ ---------------~ *(~~Q Fire & Building Products Technical Services: Tel: (800) 381-9312 /Fax: (800) 791-5500 ~TM PERFORMANCE ATTIC PROTECTIQN SPRINKLER SYSTEM Models 66, SD, HIP, and AP "Specific Application Sprinklers for Protecting Attics" ', General Description The Tyco® PeakTM Performance Mod- els BBT"' (Back to Back), SDT"' (Single Directional), HIPT"", and APTM (Attic Plus) "Specific Application Sprinklers for Protecting Attics" are fire sprinklers for combustible and non-combustible sloped attic spaces. The Model BB, SD, and HIP are Specific Application Attic Sprinklers, whereas the Model AP is a Specific Application Combusti- ble Concealed Space Sprinkler having specific application criteria for its use with the Model BB, SD, and HIP in attic spaces. Specific Application Attic Sprinklers provide superior fire protec- tion in attic spaces and, when com- pared to Standard Spray Sprinklers, cost savings are achieved by eliminat- ing branchline materials and the asso- ciated installation labor. "The Specific Application Sprinklers for Protecting Attics" have undergone the most ex- tensive fire testing ever performed for sloped attic spaces. They are UL Listed with their specific application guidelines for use as special sprinklers as defined by the NFPA. The Specific Application Attic Sprin- klers provide an extended coverage spacing alternative to the restricted spacing of Standard Spray Sprinklers. The restricted spacings of Standard Spray Sprinklers used within attics is described in the 2007 edition of NFPA IMPORTANT Always refer to Technical Data Sheet TFP700 for the °INSTALLER WARNING" that provides cautions with respect to handling and instal- lation ofsprinklersystems and com- ponents. Improper handling and in- stallation 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 13, Table 8.6.2.2.1 (a) and Section 8.6.4.1.4. The Specific Application Attic Sprin- klers are the first sprinklers to be: • Listed for extended coverage in combustible construction. • Full-scale fire tested in both wet and dry system scenarios. • Full-scale fire tested, for use in wood truss construction. • Listed for specific roof slopes (Refer to Table A). The Specific Application Attic Sprin- klers provide the best level of protec- tion and control cost by eliminating the need for additional sprinklers and branchline piping. In many cases, an attic can be entirely protected with just one line of piping located below the peak of the roof using Model BB (Back to Back) Sprinklers. If there is a need for Model SD (Single Directional) or Model HIP Sprinklers, one line of either of these sprinkler types is usu- ally sufficient at each area being cov- ered-. For example and assuming the use of Standard Spray Sprinklers, a system in a 60 foot (18,3 m) wide attic, with up to a 12:12 roof pitch, designed to the 2007 edition of NFPA 13, would require seven branchlines to cover the main portion of the attic and several additional branchlines to cover the hip areas. With the Specific Application Attic Sprinklers, the required coverage can be obtained with just one branch- line below the peak and one down each slope of the hip beam. This would result in approximately 90% less pipe needed for installation. This reduction in the number of branchlines saves the cost of the pipe, fittings, hangers, and associated labor by eliminating up to five branchlines. Another important aspect of the Spe- cific Application Attic Sprinkler tech- nology is the reduction in system vol- ume. This volume reduction may result in reducing the size of a dry pipe valve (and air compressor) and possibly al- DECEMBER, 2007 *~ ,~ r . ~ ;ar•. 1 L =-._....---~ TFP610 Page 2 of 28 Components: i 1 -Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw i Assembly 6 -Deflector I 2-1/4" 1-5/8' (57.2 mm) (41,3 mm) 1-1/8" 6 13/16" (28,6 mm) ~ (20,6 mm) FLOW FLOW r ~ 4 5 FRAME ~ ARMS 1 2-1/8" ~ ' THREAD (54,0 mm) RELIEF 3 ' 2 1/2" 3/4" NPT ', (12,7 mm) NOMINAL WRENCH ' MAKE-IN FLATS CROSS FRONT SECTION ELEVATION ~~, i FIGURE A ii MODEL BB1, 662 & 663 WITH 8.0 K-FACTOR ~ SPECIFIC APPLICATION ATTIC ', SPRINKLERS 'I Components: 1 -Frame 4 - Bulb 2 - Bulton 5 - Compression ' 3 - Sealing Screw Assembly 6 - Deflector 2-1/4" 1-5/8" (57.2 mm) (41,3 mm) 1-1/B" L-___ 6 13116" (28,6 mm) I _ (20,6 mm) F=OW FLOW 4 5 FRAME ARMS 1 2 ' 2-1/6" THREAD (54,0 mm) RELIEF 3 ' 7116' 1/2' NPT (11,1 mm) NOMINAL WRENCH MAKE-IN FLATS CROSS FRONT SECTION ELEVATION FIGURE C MODEL BB1, BB2 & BB3 WITH 4.2 K FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS '; TFP610 Components: 1- Body 5 - Compression 8 - Defleclw 2 - Cap Screw 9 - Rivet 3 - Sealing 6 - Lever 10 - Diffuser Assembly 7 - Deflector 11 -Link 4 - Saddle Frame Assembly 1-9/16" 2-1/4" (39,7 mm) (57,2 mm) 10 11 9 1-1/8" (28,6 mm) 8 7 FLOW FLOW 6 2-1/2" FRAME (63,5 mm) ARMS 5 4 1/2' NPT 3 2 1 7116' (11,1 mm) WRENCH NOMINAL MAKE-IN HEX CROSS SIDE SECTION ELEVATION FIGURE B MODEL BB1, 662 & B63 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS 2 1 CROSS SECTION 7/1s" (11,1 mm) NOMINAL MAKE-IN 1/2" NPT SIDE ELEVATION FIGURE D MODEL SD1, SD2 & SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1- Body 5 - Compression 8 - Defledw 2 - Cap Screw 9 - Rivet 3 -Sealing 6 - Lever 10 - Link Assembly 7 - Deflector Assembly 4 - Saddle Frame 1-5/16" (33,3 mm) 2-1/8" (54,0 mm) 1-5/16" 8 (33,4 mm) 9 t0 3' FLOW (76,2 mm) / 7 FRAME ARMS 6 WRENCH HEX 5 4 TFP610 Components: , 1 -Frame 4 - Bulb 'I 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector I 2-1/8" 2" (54,0 mm) (50,8 mm) 1-1/16" 1-1/4' (27,0 mm) ~ 6 (31,8 mm) FLOW 4 5 FRAME 1 ARMS THREAD 21/8" RELIEF (54,0 mm) 3 ~ 2 7/16' 1/2" NPT (11,1 mm) NOMINAL WRENCH MAKE-IN FLATS i i CROSS SIDE , SECTION ELEVATION I FIGURE E MODEL HIP WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS low for quicker water delivery times, eliminating the need for an accelera- tor. The other cost reduction is the Listing of BlazeMaster* CPVC for use in attic spaces to supply the wet system "Spe- cificApplication Sprinklers for Protect- ing Attics", as well as the wet system sprinklers below the ceiling. Tradition- ally BlazeMaster CPVC has been used on the lower floors in the joist space above a ceiling that does not require sprinklers. The savings of using CPVC on those floors can now be translated to the upper floor even if sprinklers are required in the attic. There are four (4) models of the "Spe- cific Application Sprinklers for Protect- ing Attics" -BBTM (Back to Back Dual Directional), SDTM (Single Direc- tional), HIPTM, and APTM (Attic Plus). The BB and SD Sprinklers have three separate versions that are used for different roof pitches. The pitches, as applicable, can vary from a minimum of 3:12 to a maximum of 12:12 (Ref. Table A). BB Sprinkler (Back to Back Dual Directional) The Tyco® Model BBTM Specific Appli- cation Attic Sprinkler (Figure A, B & C) throws a narrow but long pattern. The Components: 1 - Frame 5 - Compression 2 -Sealing Screw Assemby 6 - Deflector 3 -Button 7 - Ejection 4 -Bulb Spring 1-11/16" (42,9 mm) 6 5 SPRINKLER FRAME ARMS 4 7 2-1/4' 3 (57,2 mm) WRENCH 2 FLATS 1 1/2" NPT 7/16" (11,1 mm) NOMINAL MAKE-IN CROSS FRONT SECTION ELEVATION FIGURE F MODEL AP WITH 4.2 or 5.6 K-FACTOR SPECIFIC APPLICATION COMBUSTIBLE CONCEALED SPACE SPRINKLERS Page 3 of 28 narrow spacing along the ridge serves two purposes. The response time is reduced by placing the sprinklers no farther than 6 feet (1,8 m) apart, and the spray can be concentrated in the throw direction to obtain a pattern that will cover up to 30 feet (9,1m) in each direction when measured horizontally. There are three different models (i.e., BB1, BB2 & BB3) that account for dif- ferent roof slopes, and each model is available in one of three different ori- fice sizes (K=4.2, 5.6, or 8.0). SD Sprinkler (Single Directional) The Tyco®Model SDTM Specific Appli- cation Attic Sprinkler (Figure D), like the Model BB, throws a narrow but long pattern. Wowever, unlike the Model BB the Model SD only dis- charges in one direction. These sprin- klers are primarily used where shear walls or draft curtains have been in- stalled within an attic space. Another use is when the framing direction is parallel with the outside wall in the hip area (Ref. Figure 13). In this case, the SD would be used on one side of the slope, and AP Sprinklers or Standard Spray Sprinklers would be used to pro- tect the other side. The Model SD Sprinklers must be installed in a verti- cal upright orientation and not angled with the slope. (Achieving the vertical upright orientation may require the use of a swing joint if the SD Sprinklers are being supplied from a line• running along and parallel to the roof hip.) Three different models (i.e., SDI, SD2 & SD3) are available for different roof slopes. HIP Sprinkler The Tyco® Model HIPT"" Specific Ap- plication Attic Sprinkler (Figure E) cov- ers the area of the hip in the attic. This is a slightly different concept than the BB (Back to Back) or SD (Single Direc- tional). The HIP Sprinkler is located along the slope running down the hip, and throws a 90° pattern toward the outside eaves. This pattern allows the water to "corner" and control the fire. The HIP Sprinkler does not discharge much water directly up or down the hip, but rather it discharges most of the pattern out to each side (90°) down the slope of the roof. This sprinkler is typi- cally spaced 6 feet (1,8 m) to 3 feet (0,9 m) on center down the slope. To use the HIP Sprinkler, the framing must be perpendicular to the outside wall (Ref. Figure 12) and the maximum throw cannot exceed 28 feet (8,5 m) measured horizontally. The HIP, un- likethe BB and SD, is installed with the deflector parallel with the slope. A sin- gle model is available with flow and *registered trademark of Lubrizol Advanced Materials, Inc. Page 4 of 28 pressure requirements for two differ- entspacings. AP Sprinkler (Attic Plus) Installed in the upright orientation with their deflector parallel to the roof, the Tyco® Model APTM Sprinklers (Figure F) are intended to be used to provide protection of attic areas outside the scope of application for the BB, SD, or HIP Sprinklers. When used, the AP Sprinklers in most cases will provide a hydraulic advantage over Standard Spray Sprinklers for the protection of attic areas outside the scope of appli- cation for the BB, SD, or HIP Sprin- klers (Ref. Figures 21 and 22 for exam- ples). WARNING The "Specit/c Application Sprinklers for Protecting Attics" described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or manufac- turer should be contacted with any questions. Sprinkler Identification Number TY4180* - BB1, K=8.0 TY4181* - 6B2, K=8.0 TY4182* - 663, K=8.0 T1(3180* - 661, K=5.6 TY3181* - 6B2, K=5.6 TY3182* - 663, K=5.6 TY2180 - B61, K=4.2 TY2181 - BB2, K=4.2 TY2182 - BB3, K=4.2 TY3183* -SDI, K=5.6 TY3184* - SD2, K=5.6 TY3185* - SD3, K=5.6 TY3187* -HIP, K=5.8 TY3190 - AP, K=5.6 TY2190 - AP, K=4.2 *The "TY" prefix is a redesignation of the previous "C" prefix (e.g., TY4180 is a redesignation for C4180). Technical Data Approvals UL & C-UL Listed. (The approvals only apply to the serv- ice conditions indicated in the Design Criteria section on Page 6 and the Design Guidelines section on Page 8.) Pipe Thread Connection 1/2 inch NPT for K=4.2 & 5.6 3/4 inch NPT for K=8.0 Discharge Coefficient K = 4.2 GPM/psi~~2 (60,5 LPM/bar~~2) K = 5.6 GPM/psi~~2 (80,6 LPM/bar12 K = 8.0 GPM/psi~~z (115,5 LPM/bar~~z) Temperature Rating Intermediate Temperature as follows: - 200°F/93°C for BB (K4.2 & K8.0), HIP, AP - 212°F/100°,C for BB (K5.6), SD Finish Natural Brass Physical Characteristics (Figures A, C 8~ E) Frame . . . . . . . .Bronze Button Bronze/Copper Sealing Assembly . . . . .Beryllium Nickel w/Teflont Bulb . . . . . . .Glass (3 mm dia.) Link . . .. ~~ . . . . . . . . . . Monet Compression Screw . . . . Brass Deflector . . . . . Brass/Bronze t DuPont Registered Trademark Physical Characteristics (Figures B & D) Body .. ......... Brass Cap . . . . . .Bronze Sealing Assembly .. . .Beryllium Nickel w/Teflont Saddle . .. . . . . . Brass Link Assembly . . . . . . . . Nickel Compression Screw . . Brass Deflector. .' . . . . . Brass/Bronze Lever .........Bronze Deflector Frame . . . . . . Bronze Diffuser . .. . . . . . . . . . Brass Rivet .. . . ~ . . . . Brass t DuPont Registered Trademark Physical Characteristics (Figure F) Frame . . . . . . . . Brass Button .......Bronze Sealing Assembly . . Stainless Steel w/Teflont Bulb . . . . j . . . .Glass (3 mm dia.) Compression Screw . . . . . Brass Deflector . . I . . . . .Bronze t DuPont Registered Trademark Patents j U.S.A. 5,669,449; patent pending TFPta10 Operation BB (K=8.0 8~ 4.2), HIP (K=5.6) 8~ AP (5.6 8~ 4.2) The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. The fusible link assembly is comprised of two link halves which are joined by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, allowing the sprinkler to activate and water to flow. TFP61O Installation The Tyco® PeakT"" Performance Mod- els BBT"", SDT"', HIPTM, and APT"" "Specific Application Attic Sprinklers for Protecting Attics" must be installed in accordance with the following in- StrUCtIOnS: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from fhe bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A 1/2 inch NPT sprinkler joint should be obtained with a minimum fo maxi- mum torque range of 7 to 14 ft.lbs. (9, 5 to 19,0 Nm). A 3/4 inch NPT sprinkler joint should be obtained with a mini- mum to maximum torque range of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprin- kler inlet with consequent leakage or impairment of the sprinkler. Step 1. Sprinklers must be oriented correctly: • Model BB Sprinklers are to be in- stalled inthe upright vertical position with the flow arrows on the deflector pointing down the two opposing slopes. • Model SD Sprinklers are to be in- stalled inthe upright vertical position with the flow direction arrow on the deflector pointing down the slope. • The Model HIP Sprinklers are to be installed with the deflector at the top and with the sprinkler centerline per- pendicular tothe ridge of the hip roof and with the flow direction arrows on the deflector pointing down the two opposing slopes. (Unlike the Model BB and Model SD, the Model HIP is installed at an angle so that its de- flector isparallel with the slope of hip ridge line.) • The Model AP Sprinklers are to be installed in the upright position with the deflector parallel to the roof slope. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. With reference to Figure G, do not grasp the sprinkler by the deflector. Step 3. Wrench tighten the sprinkler using only the wrenches shown in Fig- ures H thru M. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex, as applicable. FIGURE G DO NOT,GRASP DEFLECTOR WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF .WITH WRENCH JAW FLANGES WRENCH USE END i,' ~ JAW FLANGE MARKED "A" ONLY ~i FIGURE H W--TYPE 3 SPRINKLER WRENCH For use with BB (K=8.0) Sprinklers WRENCH FLATS '~ ENGAGE SPRINKLER i THREAD RELIEF I~ WITH WRENCH JAW FLANGES WRENCH USE END ~~! JAW FLANGE MARKED ' "A" ONLY FIGURE J W--TYPE 6 SPRINKLER '~ WRENCH For use with BB (K=4.2) Sprinklers i Page 5 of 28 WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH USE END ~ JAW FLANGE MARKED "A" ONLY FIGURE K W--TYPE 20 SPRINKLER WRENCH For use with HIP (K=5.6) Sprinklers WRENCH HEX APPLY WRENCH TO WRENCH HEX ONLY ®` ADJUST WRENCH JAW TO FIT WRENCH ® HEX FIGURE L ADJUSTABLE WRENCH For use with BB (K=5.6) & SD (K=5.6) Sprinklers WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH USE END JAW FLANGE MARKED " "A"ONLY FIGURE M W--TYPE 6 SPRINKLER WRENCH For use with AP (K=4.2 & 5.6) Sprinklers Page 6 of 28 Design Criteria Area Of Use: Roof structures, combustible and non- combustible, including wood joist/raf- ters and wood trussed attics, with a ceiling below. System Type for BB, SD, HIP, or AP: Wet using CPVC pipe. Wet or dry using steel pipe. NOTE Use of the 4.2 K sprinklers in dry pipe systems is permitted by section 8.3.4.3 of NFPA 13 (2007 edition) where piping is corrosion resistant or internally galvanized. Hazard: Light hazard. BB, SD, or HIP Allowable Roof Span (Coverage) and Roof Pitch: Refer to Table A for allowable roof spans and roof pitches, as well as for the associated minimum sprinkler flows and pressures. Figures 1, 2, 11, and 12 illustrate where the roof span is to be measured. Coverage Beyond BB, SD or HIP Allowable Roof Spans: Up to 10 feet (3,1 m) of coverage at the eave(s) beyond the allowable roof spans for BB, SD, or HIP Sprinklers may be obtained by using a single row of AP Sprinklers (Ref. Figures 14A, 146, and 15). BB, SD, HIP, or AP Minimum Dis- tance Between Sprinklers: 4 feet (1,2 m) as measured along branchline for BB and SD (Ref. Figure 3). 3 feet (0,9 m) as measured along branch line for HIP (Ref. Figure 12). 7 feet (2,1 m) between AP Sprinklers. BB, SD, HIP, or AP Maximum Dis- tance Between Sprinklers: 6 feet (1,8 m) on center along the branch line (Ref. Figure 3 and 12) for BB, SD, and HIP. For AP, the maximum spacing is 10 feet (3,1 m) perpendicular to slope and 12 feet (3,6 m) parallel to slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-B-3. BB, SD, HIP, or AP Minimum Dis- tance To AP Sprinklers or Standard Spray Sprinklers: As measured along the peak/ridge di- rection (Ref. Figure 4), 6 feet (1,8 m) from BB, SD, and HIP to Standard Spray Sprinklers. As measured along the peak/ridge di- rection (Ref. Figure 4), 7 feet (2,1 m) from AP to Standard Spray Sprinklers. In the slope direction (Ref. Figure 6), 26 feet (7,9, m) from BB, SD, or HIP Sprinklers to AP Sprinklers or Stand- ard Spray Sprinklers. BB, SD, or HIP Deflector Installation Position Below Peak/Ridge or Deck: For roof pitches of 4:12 (33%) to 12:12 (100%), 22 inches (558,8 mm) maxi- mum, 16 inches (406,4 mm) minimum (Ref. Figures 2 and 5). For roof pitches of 3:12 (25%) up to 4:12 (33%) [only 4.2K Model BB], 12 inches (304,8 mm) maximum below the peak and a minimum of 1 inch (25,4 mm) below the bottom of top chord or solid wood rafter. AP Deflector Position and Roof Pitch: 1 to 3 inches (25,4 to 75,6 mm) below the bottom of the top chord or bottom of solid wood rafter, where the roof pitch is 3:12 to 12:12 and the top chord or solid wood rafter is nominal 12 inch (600 mm) or less. BB or SD Deflector Installation Po- sition Above Scissor Truss 18 inches (457,2 mm) minimum (Ref. Figure 5). BB, SD, or HIP Minimum Distance Away From Trusses: Attic Sprinklers must be installed 6 inches (152,4 mm) from the face of trusses (Ref. Figure 7). SD Distance From Shear Wall Or Draft Curtain: 4 to 6 inches (101,6 to 152,4 mm) from face, and minimum 8 inches (203,2 mm) above bottom of draft curtain (Ref. Figure 2). Draft Curtains: Draft curtains installed to permit the installation of Attic Sprinklers shall be constructed so as to not allow heat to escape through or above the draft cur- tain. The draft curtain may be con- structed of'~1/2 inch (12,7 mm) ply- wood. BB Or HIP Maximum Distance From The Center Line Of The Ridge: 6 inches (152,4 mm) (Ref. Figure 8) with the deflector located 16 inches (406,4 mm) to 22 inches (558,8 mm) from the peak. Use Of UL Listed BlazeMasterCPVC Piping With "Specific Application Sprinklers .For Protecting Attics" (Wet Systems Only): TFPB BlazeMaster CPVC piping may be used in a combustible concealed attic space requiring sprinklers when installed in accordance with the follow- ing guidelines: TFP61O NOTES Where the use ofnon-combustible in- sulation is specified, verify with the insulation manufacturer as to the non- combustibility of the insulation. The non-combustible insulation (e.g., fi- berglass) may be faced or unfaced. Where faced, the facing need not be non-combustible. The insulation is to have a Bame spread index of not more than 25. Verify chemical compatibility of the in- sulation with BlazeMaster CPVC by consulting www.lubrizol.com. •TFBP BlazeMaster CPVC may be used to supply the wet system ceil- ing sprinklers on the floor below. There must be 6 inches (152,4 mm) ofnon-combustible insulation cover- ing the pipe extending 12 inches (304,8 mm) on each side away from the centerline of the pipe, and the area above the CPVC must be pro- tected by Model BB, SD, HIP, or AP Sprinklers (Ref. Figure 9A). If the pipe is located inside the ceiling joist, the joist channel must be cov- ered or filled with 6 inches (152,4 mm) of non-combustible insulation on top of the pipe and the area above must be protected by BB, SD, HIP, or AP Sprinklers (Ref. Figure 9B). Insulation is for fire protec- tion purposes. It is not freeze pro- tection. BlazeMaster CPVC must be installed in accordance with the BlazeMaster installation guide in- structions. • With reference to Figure 19, TFBP BlazeMaster CPVC may be used ex- posed to supply wet system BB, SD, or HIP Sprinklers where * Risers are vertical and protected by a BB, SD, or HIP Sprinkler lo- cated at a maximum lateral dis- tance of 12 inches (300 mm) from the riser centerline. * BB, SD, or HIP Sprinklers are di- rectly mounted on the branchline. * BB, SD, or HIP Sprinklers are on armovers and located at a maxi- mum lateral distance of 6 inches (150 mm) from the branchline centerline. * BB, SD, or HIP Sprinklers are on vertical sprigs attached to the branchline. * BB, SD, or HIP Sprinklers are on armover or angled sprigs, and lo- cated at a maximum lateral dis- tance of 6 inches (150 mm) from the branchline centerline. * A minimum lateral distance of 18 inches (450 mm) is maintained between the CPVC pipe and a TFP61 O Page 7 of 28 ODEL K IN ALLOWABLE ROOF SPAN, ~8~ ~b~ ~8> Feet (m) MINIMUM 'FLOW, GPM (Ipm) MINIMUM PRESSURE, PSI (bar) ITCH, Rise Over Run (%) DRY PIPE SYSTEM MAXIMUM WATER DELIVERY TIME, Seconds 661 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) 663 8.0 TY4182 <_ 60 (18,3) 40 (152) 25.0 (1,7) 10:12 (83) to 12:12 (100) (c) 661 5.6 TY3180 >40 (12,2) to <_60 (18,3) 38 (144) 46.0 (3,2) 4:12 (33) to less than 7:12 (58) (c) 662 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) 663 5.6 TY3182 >40 (12,2) to _<60 (18,3) 38 (144) 46.0 (3,2) 10:12 (83) to 12:12 (100) (c) B61 5.6 TY3180 <_40 (12,2) 25 (95) 20.0 (1,4) 4:12 (33) to less than 7:12 (58) (c) 682 5.6 TY3181 <_40 (12,2) 25 (95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) (c) 663 5.6 TY3182 <_40 (12,2) 25 (95) 20.0 (1,4) 10:12 (83) to 12:12 (100) (c) B81 4.2 TY2180 <_20 (6,1) 13 (49) 9.6 (0,7) 3:12 (25) to less than 7:12 (58) 45 (d) 662 4.2 TY2181 <_20 (6,1) X13 (49) 9.6 (0,7) 7:12 (58) to less than 10:12 (83) 45 (d) 663 4.2 TY2182 <_ 20 (6,1) 13 (49) 9.6 (0,7) 10:12 (83) to 12:12 (100) 45 {d) 5D1 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 540 (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 540 (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 530 (9,1) 25 (95) 20.0 (1,4) 10:12 (83) to 12:12 (100) (c) SD1 5.6 TY3183 510 (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 528 (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) AP 4.2 TY2190 - See note (e) - Minimum 0.10 gpm/sq. ft. 4,1 mm/min.) Desi n Densi 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 2. (b) The HIP roof span is measured horizontally as shown in Figure 12. (c) Refer to 2007 edition of NFPA 13, Section 7.2.3. (d) Maximum water delivery time for all size of systems. (e) The AP roof span is measured along the slope. Maximum 10 feet (3,1 m) perpendicular to slope by maximum 12 feet (3,6 m) parallel to slope. '~, TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE, AND PITCH FOR "SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS" heat producing device such as heat pumps, fan motors, lights, and heat lamps. • TFBP BlazeMaster CPVC may be used exposed to provide wet sys- tem, vertical or angled, sprigs to AP Sprinklers (Ref. Figures 17A and 17B) where * The exposed portion of an angled sprig is a maximum length of 3 feet (0,9 m), the sprig is supported within 12 inches (0,3 m) of the AP Sprinkler, and pipe hangers are provided using the CPVC hanger support for horizontal pipe runs. Vertical sprigs have a maximum exposed length of 10 feet (3,05 m), the AP Sprinkler is located at a maximum lateral distance of 12 inches (300 mm) from the sprig centerline, and the sprig is sup- ported at the swing joint to the AP Sprinkler. A minimum 6 inches (152,4 mm) deep of non-combustible insula- tion extending 12 inches (304,8 mm) on each side away from the centerline of the CPVC branchline feeding the AP sprigs (Ref. Fig- ures 17A). If the CPVC branchline is located inside the ceiling joist, the joist channel must be covered or filled with a minimum of 6 inches (152,4 mm) deep of non- combustible insulation on top of Page 8 of 28 the branchline supplying the AP sprigs (Ref. Figure 176). Insula- tion is for fire protection pur- poses. It is not freeze protec- tion. Additional depth of non-combustible insulation may be added to reduce the exposed length of the AP sprigs. • A minimum lateral distance of 18 inches (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, lights and heat lamps. Mismatched Slopes: For mismatched slopes refer to Figure 10. Obstructions: For BB, SD, and HIP, refer to Figure 16. For AP Sprinklers, refer to Figure 18. BB, SD, HIP, and AP Sprinklers may be installed directly on maximum 2-1/2 inch NPS (DN65) branchlines without the need for sprigs. See the 2007 edition of NFPA 13, 8.8.5.2 for requirements when installed on pipe greater than 2-1/2 inch NPS (DN65). Hydraulic Requirements: For hydraulic requirements refer to Figure 20. To Determine The Correct Flow And Pressure: For BB, SD, or HIP Sprinklers, deter- minethe roof span (measured horizon- tally) and the slope of the roof, and refer to Table A. There is no interpola- tion of the flow and pressure shown. Round all cases to the next higher spacing. For example, a 45 feet (13,7 m) span with the BB1 (K=8.0) would be calculated at the 60 feet (18,3 m) span. For the AP Sprinklers, the minimum design pressure is 7 psi, and the mini- mum design density is 0.10 gpm/ftz (4,1 mm/min). The NFPA 13, 20 psi (1,4 bar) minimum operating pressure for Standard Spray Sprinkler spacings parallel to the ridge that are above 8 feet (2,4 m) does not apply to the AP. Coverage Area: • Coverage area for BB (Back to Back) Sprinklers is determined by twice the distance of the furthest throw measured along the slope, multiplied by the distance along the branchline (maximum distance along branchline is 6 feet. (1,8 m) regardless of the length of the throw). NOTE The distance along the branchline may have to be reduced to less than the maximum of 6 feet (1,8 m) to remain under 400 ft2 (37,2 m2) maximum de- pending on the slope and the span. In no case can the span exceed 60 feet (18,3 m) without the use of additional Model AP Sprinklers or Standard Spray Sprinklers. ', Coverage area for the SD (Single Directional) Sprinklers is the dis- tance along the branchline multi- plied by the distance of the throw down the slope. Regardless of the throw, the maximum distance along the branchline is 6 feet (1,8 m), the maximum throw, measured horizon- tally is 40 feet (12,2 m), and the maximum coverage per sprinkler is 400 ftz (37,2 mz). Coverage area for the HIP Sprin- klers is the distance down the larger slope multiplied by two, then multi- plied by the distance between the sprinklers as measured along the slope of the hip. Coverage' area for the AP (Attic Plus) Sprinklers is the distance along the branchline multiplied by the distance between the branchli- nes. The maximum spacing is 10 feet (3,1 m) perpendicular to the slope and 12 feet (3,6 m) parallel to slope, and as measured on the slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-6- 3. The maximum spacing per sprin- kler is 120 ftz (11,1 mz). Design Guidelines To design a project with attic sprinklers use these steps as a guideline: • Determine if Model BB, SD, or HIP Sprinkler is needed. • Determine if the roof slope is be- tween 3:12 to 12:12. If more than one slope is being used on a project, select the correct sprinkler for each area. • Follow the guidelines for each type of sprinkler. • Calculate the sprinkler system in ac- cordance with the appropriate flow and pressure information provided in Table A, as well as Figure 20. There is no interpolation of the flows and pressures shown on the chart. Determine the throw needed (see spacing requirements in Table A). If over 20 feet (6,1 m) and up to 60 feet (18,3 m) is required, use the 8.0 TFP610 K-factor, BB Sprinklers to reduce the pressure required. If pressure is not a concern, use the 5.6 K-factor, BB Sprinklers to minimize over dis- charge. • If less than 20 feet (6,1 m) is re- quired, use the 4.2 K-factor, Back to Back Dual Directional to minimize pressure and flow requirements • Determine the distance along the slope. If the distance is not equal, use the longer side. Multiply the longer side by two to determine the spacing down the slope. Four hun- dred divided by this value will deter- mine the maximum spacing along the ridge. The maximum distance is 6 feet (1,8 m). For example, a 12:12 slope at the maximum span of 60 feet (18,3 m) will produce a slope length of approximately 42.5 feet (13,0 m). That number multiplied by two produces an 85 feet (25,9 m) throw. Four hundred square feet maximum divided by an 85 feet (25,9 m) throw only allows a 4 feet - 8 inches (1,4 m) spacing along the ridge. Using the maximum spacing, space the sprinklers along the ridge. • Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. • Determine the throw needed. As the 400 ft2 (37,2 mz) is not a factor with the SD Sprinklers, the maximum spacing is 6 feet (1,8 m) and the minimum is 4 feet (1,2 m) (Ref. Figures 2 &11). (400 ftz is not an issue with the single directional because at its maximum spacing of 6 foot (1,8 m) on center/covering 40 feet (12,2 m)flat / a 12:12 slope /and the discharge being 56.5 feet (17,2 m), the 400 ftz (37,2 m2) maximum would not be exceeded.) Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. • Verify framing direction is perpen- dicular to outside wall (Ref. Figure 12). If not, protect that area with AP Sprinklers or Standard Spray Sprin- klers (Ref. Figure 13) • From the intersection of the top of the hip and the ridge, the maximum TFP610 distance down the slope of the hip is 3 feet (0,9 m). Start the layout with the first sprinkler as close to that point as possible, but no further, while staying 6 inches (152,4 mm) away from the face of the trusses. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the outside wall. Con- tinue to space sprinklers down the hip at a maximum of 6 feet (1,8 m) on center as measured along the slope of the hip. When the bottom of the hip is reached, the last sprinkler must be within 7-1/2 feet (2,3 m) of the outside wall as measured flat (plan view). If this pipe is "cut to fit", the different slopes of the hip and the roof, as well as distances measured along the slope verses horizontal in plan view, must be accounted for. • Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. Care and Maintenance The Tyco® PeakT"" Performance Mod- els BBT"', SDT"", HIPT", and APT"" "Specific Application Sprinklers for Protecting Attics" must be maintained and serviced in accordance with the following instructions: NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection systems must be obtained from the proper authori- ties and- all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Over-heated solder type sprinklers must be replaced. Bulb-type sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wip- ing the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers -before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twistlslippage, or the like, must be re- placed. Also, replace any sprinklerthat has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accord- ance with focal requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts.TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. Page 9 of 28 The foregoing warranty is made in lieu of any and all other warranties. ex- (~ess or implied. including warranties of merchantability and fitness for a particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: Model (specify), K-factor (specify), SIN (specify), Specific Appli- cation Attic Sprinkler, P/N (specify). TY4180 ............... P/N 51-623-1-200 BB2 (K=8.0), TY4181 ............... P/N 51-621-1-200 BB3 (K=8.0), TY4182 ............... P!N 51-622-1-200 TY3180 ............... P/N 50-601-1-212 BB2 (K=5.6), TY3181 ............... P/N 50-602-1-212 883 (K=5.6), TY3182 ............... PM 50-603-1-212 TY4180 ............... P/N 50-620-1-200 BB2 (K=4.2), TY4181 ............... PM 50-621-1-200 BB3 (K=4.2), TY4182 ............... P/N 50-622-1-200 TY3183 ............... P/N 50-611-1-212 TY3184 ............... P/N 50-612-1-212 TY3185 ............... P/N 50-613-1-212 HIP (K=5.6), TY3187 ............... P/N 51-620-1-200 TY3190 ............... PIN 50-625-1-200 TY2190 ............... P/N 50-624-1-200 Sprinkler Wrench: Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001. Specify: W-Type 20 Sprinkler Wrench, P/N 56-000-1-106. Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Page 10 of 28 TFP610 ROOF SPAN (COVERAGE) BACK TO BACK STANDARD SPRINKLER TRUSS SCISSOR 12 TRUSS 4-12 ~ ~ . ~ ~ ~ / ~ ~ ~ \ ~~ ~~ ~ FIGURE 1 6'-0" (1,83 m) MAXIMUM 4'-0" (1,22 m) MINIMUM !, I I BB OR SD ATTIC I I I I II IISPRINKLERSII II RIDGIE II II II II ~ II II II II II II II II II BRANCH II II II II II LINE II II II II II II II I I TRUSS ~ I I I I I CEILING', I I II II II II ~ II FIGURE 3 22" (558,8 mm) MAX. BB. SD, OR HIP ATTIC 16" (406,4 mm) MIN. SPRINKLER ii -OR- STANDARD FOR A ROOF PITCH TRUSS 18" MIN. LESS THAN 4:12 (33%), (457,2 mn 12" (304,8 mm) MAXIMUM BELOW PEAK AND 1" (25,4 mm) MINIMUM BELOW BOTTOM OF TOP CHORD OR SCISSOF ~ RAFTER ~ TRUSS ~ ~ ~~ ~ ~\ / \ FIGURE 5 i 6" (152,4 mm) MINIMUM I I BB, SD, OR HIP I I I I I I I I SPRINKLER I I I I RIDGE II II II II II II II II II II II II II BRANCH II II II II II LINE II ~ II II II II it ~I II I I TRUSS -I I I I j j CEILING 'i ~ FIGURE 7 6" (152,4 mm) MAX. 4" (101,6 mm) MIN. ROOF SPAN DECK ~ (COVERAGE) FROM WALL AP OR STANDARD I SPRAY SPRINKLER SINGLE DIRECTIONAL SPRINKLERS SEE 22" (558,8 mm) MAX., FIG 11 16" (406,4 mm) MIN. BOTTOM OF SHEATHING DRAFT g• MIN. CURTAIN FULL WALL TO DECK (203,2 mm) TO DECK /~ FIGURE 2 7'-0" (2,1 m) MIN. FOR AP SPRINKLERS - 6'-0" (1,8 m) MINIMUM FOR - STANDARD SPRAY SPRINKLERS I I I AP OR STANDARD I I ATTIC i t ( I I I ~ ~ SPRAY SPRINKLER ~ ~ SPRINKLER I I RIDGE II II II II II II II II II II II II II BRANCH II II II II II LINE II II ii II II II II I I TRUSS ~ I I I i t CEILING I I II II II it II FIGURE 4 BB, SD OR HIP ATTIC SPRINKLER 26'-0" (7,92 m) MINIMUM AP OR STANDARD SPRAY SPRINKLERS FIGURE 6 6" (152,4 mm) MAXIMUM 22" (558,8 mm) MAX. 16" (406,4 mm) MIN. BOTTOM OF SHEATHING FIGURE 8 BB OR HIP ATTIC SPRINKLER TFP610 Page 11 of 28 12"MIN. ~F 12" MIN. ~''~ ATTIC I 1304,8 mm) ~ (304,8 mm) SPRINKLER PROTECTED ' SPACE 6"MIN. (152,4 mmj NON-COMBUSTIBLE JOIST CEILING INSULATION FOR FIRE PROTECTION OF CPVC CPVC PIPE CEILING PIPE, NOT FREEZE 8 FITTINGS SPRINKLER PROTECTION ' FIGURE 9A ~'~ 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 OPTION B SPACE 6" MIN. ~ (152,4 mm) CPVC PIPE CEILING JOIST & FITTINGS SPRINKLER CEILING FIGURE 96 SINGLE DIRECTIONAL SPRINKLERS AS APPROPRIATE FOR RESPECTIVE SLOPE 8" MIN. (203,2 mm) DRAFT CURTAIN (SHOWN) OR FULL WALL TO ROOF DECK WHEN ANGLE "A" DOES ' NOT EQUALANGLE "B" ~A B~ AP ~I AP OR STANDARb ! OR STANDARD SPRAY SPRINKLER SPRAY SPRINKLER COVERAGE ON ' I COVERAGE ON SLOPE I SLOPE BB, SD, OR HIP BB, SD, OR HIP COVERAGE ON ~ COVERAGE ON HORIZONTAL HORIZONTAL ' MAXIMUM 1" (25 mm) VENT PERMITTED TOP OF INSULATION l ROOF JOIST ~ OR TOP CHORD I ~ ~' ~~ ~~ I CEILING ' ~~ NON-COMBUSTIBLE ROOF JOIST JOIST INSULATION OR TOP CHORD FIGURE 11 Coverage Starting Point At Eave Page 12 of 28 TFP610 FIGURE 12 Hip Roof Installation With Rafters Framed Perpendicular To Outside Wall (Shown With HIP Sprinklers Protecting Hip Slope & Adjacent Areas To Hip Slope) FIGURE 13A Hip Roof Installation With Trusses Framed Parallel To Outside Wall (Shown With Standard Spray Or AP Sprinklers In Hip Slope) WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) HIP SPRINKLERS PROTECT AREA ON BOTH SIDES OF HIP RIDGE RAFTERS IN HIP SLOPE AREA PERPENDICULAR TO OUTSIDE WALL III I I I I I I I I I I I I I I I I I I I I I I I BACK 1 1 1 1 1 1 1 1 1 1 1 1 •- 1 1 1 1 1 1 1 1 1 1 1 TO BACK - 1 1 1 1 1 1 1 1 1 1 SPRINKLERS I I I I I I I I I •--- I I I I I I I I I •----- 1 1 1 1 1 1 1 1 •-HIP--- 1 1 1 1 1 1 OUTSIDE ---- MAXIMUM WALL --- 28'-0" (8,5 m) HORIZONTAL HIP I RIDGES _ I I SEE F IG. 11 6'-0" (1,8 m) MAX. 3'-0" (0,9 m) MIN. ON HIP SLOPE i 6'-0" (1,8 m) MAX. STANDARD SPRAY ~':: t:;:;3:;:;f:; :;1:::1:: SPRINKLERS INSTALLED I - :; ~:::;~. ::L•;::}: PER NFPA 13 IN HIP SLOPE I t::~:l;~: f:: i:: AREA WHEN TRUSSES I `~:1;: :;I;:;f: ARE FRAMED PARALLEL I I 1 •~ ~:I:~:=:t~ TO OUTSIDE WALL I I I I •;:•~: I I I r ••~>:: • TRUSSES IN HIP SLOPE AREA I I I I I I HIP I I PARALLEL TO OUTSIDE WALL L I SLOPE I MAXIMUM 40'-0" (12,2 m) HORIZONTAL ROOF SPAN (COVERAGE) OUTSIDE WALL SINGLE DIRECTIONAL SPRINKLERS NIP RIDGES - MAX. ON HIPSLOPE FIGURE 136 Hip Roof Installation With Trusses Framed Parallel To Outside Wall (Shown With Standard Spray Or AP Sprinklers In Hip Slope & Adjacent Areas To Hip Slope) STANDARD SPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES ARE FRAMED PARALLEL TO OUTSIDE WALL TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL OUTSIDE WALL WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAYBE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) HIP RIDGES I I I ~ I I IJ I I 4;::i 6'-0" (1,8 m) MAX. BACK TO BACK SPRINKLERS ROOF SLOPE RIDGE LINE • MAX. ON HIP SLOPE CPVC PIPE MAYBE USED IN SHADED AREA ONLY FOR CEILING PROTECTION BELOW (SEE PAGE 6) 6'-0" (1,8 m) MAX. • I I I ,{ t~:~:~1~;~1~:~:~f: ~i:~:~:1:~ ~:I::: I I I I ~ t: ;:i:::I:F: :><::: i:; ::G:~ 1 1 1 1 1 1 I:~:~i:~:l:~:t~ :t;~:~l~: :~f:~ I I I I I f~:1~::::1;:;f: =f:~:l:: ::l:~: ICI I t:::::I;:;I:::f: :{:::::i:: :~i~:~ I:::~:I:~:~:I:~:t~ :t~:~l:: :~I~:~ ~I I I I f~:=:~I: G:~:~i: ~3:~:~]:: ::k:: t:::;7:::I:::::f: :f:::::1:: ::1~ HIP I I I:::::I:::I:::::k: :2:::::1:: . r I SLOPE I ~ I f I I ::•::I~~ '3 :•: I: :•:•:I: .1::: ::I::: 1 1 1 1 1 1 I~:~ :I:~:I`~~:k~:~~f~:~:~i~:~:~i : I I I ~I I I I (~:~::i~:~l~:~ i:~ ~t:~:~:1:::~:1::: l t;::I:::::I:::f:::;l:;:::I:;:i: ~ I I I::::.I: ~:I:~:#~:~:t~:~l~:=:~f:: I~ I 1 1 1 1 i~::::i::~:;r::::>:::::3:::: ~ :::1:~: l~ 1 1 1 1 1 1 t~:~:•I;~: I~::~>::•: f::•:I:~::1:~: 1 1 1 1 I:~:::I:~:I>:::k::~:l:::j:;:::j::: T I I I ~ f:~i:~:l::~:}::1~:~:1:~:~1~:~ BACK TO BACK SPRINKLERS ROOF \ SLOT PE 1 RIDGE LINE CPVC PIPE MAYBE USED IN SHADED AREA ONLY FOR CEILING PROTECTION BELOW (SEE PAGE 6) ~E --_ 1 1 1 1 1 1 ROOF _ 1 1 1 1 1 1 SLOPE ---- I I I I I I _- I I I I I I _ I I I I I I I I I I I I I I I I RIDGE LINE I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I I I I I I I I I MAX. ON HIP SLOPE TFP610 AP. SPRINKLERS B ATTIC SPACED RINKLER 8'-0" (2,4 m) TO ON CENTER 4 -0 MIN. /~ (1,22 m) ~\ Coverage Beyond BB, SD, or HIP Allowable Roof Spans A. For single ridge construction (Ref. Figure 14A), AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m), 40 foot (12,2 m), or 20 foot (6,1 m) spans of the BB Sprinklers (Ref. Table A). B. Where SD Sprinklers are used (Ref. Figure 146), AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 40 foot (12,2 m), 30 foot (9,1 m), or 10 foot (3,0 m) spans of the SD Sprinklers (Ref. Table A). C. Where HIP Sprinklers are used for hip roof construction (Ref. Figure 15), use BB Sprinklers in the center portion and HIP Sprinklers down the entire hip. AP Sprinklers can then used to protect the eaves beyond the BB Sprinklers as described in Paragraph A. Also, AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width beyond the maximum allowable 28 foot (8,5 m) or 20 foot (6,1 m) horizontal coverage of the HIP Sprinklers (Ref. Table A). Spacing of the AP Sprinklers is to be as detailed for their use with the BB Sprinklers in Figure 14A. NOTE: The use of Attic Sprinklers CANNOT be considered for aftics over 80 feet (24,4 m) wide. I SEE FIG. 11 SEE FIG. 11 SD SPAN (TABLE A) BB SPAN (TABLE A) 10'-0" MAX. (3,05 m) B AP 8'-0" SP SPRINKLER (1,83 m) COVERAGE MAX 6'-0" MAX. (1,83 m) HIP BACK SPRINKLERS TO BACK SPRINKLERS 3,0 m) 10'-0" (3,0 m) HIP RIDGES ~ AP SPRINKLERS AT THE EAVES PERIMETER PROTECTION AREA HIP 10'-0" MAX. (3,05 m) P SPRINKLER COVERAGE RIDGE LINE f; } ::i:: ~i::~ ROOF :}~: SLOII PE ::}:: 1 :~f:~ BB ~'f~' SPAN ~:1:~: ::#:: (TABLE A) :;F:: ~~t~: ~ 10'-0" :~ ~m) 7'-0" to 8'-0" (2,1 m TO 2,4 m) ON CENTER FOR AP SPRINKLERS CPVC PIPE MAY BE USED IN SHADED AREA FOR CEILING PROTECTION BELOW i (SEE PAGE 6) 6'-0" MAX. (1,83 m) 4'-0"MIN. (1,22 m) 6'-0" (1,83 m) Page 13 of 28 SD ATTIC SPRINKLER AP SPRINKLERS SPACED TO ON CENTER FIGURE 14A - BB w/AP SPRINKLERS FIGURE 14B - SD w/AP SPRINKLERS FIGURE 75 -HIP w/AP SPRINKLERS Page 14 of 28 TFP610 BB ATTIC I BB ATTIC SPRINKLER ANY SPRINKLER 3-1/2" MIN. 36"MIN. ~ DISTANCE (88,9 mm) (914,4 mm) AIR SPACE GREATER NO ~ 6" MAX. THAN 6" ADDITIONAL (152,4 mm) (152,4 mm) SPRINKLER REQUIRED ADDITIONAL AP OR STANDARD SPRAY SPRINKLER REQUIRED // (LOCATE PER FIGURE // 14A OR 14B) FIGURE 1iSA FIGURE 16B There can be a maximum 6 inch (152,4 mm) high Horizontal Obstruction as long as it is 36 inches (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. Reference Figures 16A and 16B. This criteria does not limit the top chord of the trusses or the depth of the rafter, but does limit the obstructions that run across the trusses or rafters. BB ATTIC I SPRINKLER " 36" (914 4 mm) (152,4 mm) 6 , MINIMUM MINI MUM NO II ADDITIONAL SPRINKLER REQUIRED MAXIMUM FIGURE 16C ~ I LESS THAN BB ATTIC 6" (152,4 mm) SPRINKLER 36" (914,4 mm) ADDITIONAL AP MINIMUM OR STANDARD SPRAY SPRINKLER(S) REQUIRED (LOCATE PER FIGURE 14A OR 146) J ~ ii GREATER THAN FIGURE 16D If the Horizontal Obstruction is below the sprinkler, there 'must be 6 inches (152,4 mm) clearance over the top of the obstruction, and the obstruction must be 4 feet (1,2 m) or less in width to allow waterto pass both over and under the obstruction. The clearance is measured perpendicular to and from the bottom of the rafter. If there is not 6 inches (152,4 mm) of clearance above the obstruction, a sprinkler must be located on the other side of the obstruction. If the obstruction is greater than 4 feet (1,2 m) in width, a sprinkler must be added below the obstruction. Refer- ence Figures 16C and 16D, where the maximum spacing for AP Sprinklers is 12 feet (3,7 m) and Standard Spray Sprinklers,is 15 feet (4,6 m). ~~ Dimension A Distance B additional Maximum Horizontal Dimension of Obstruction Minimum Horizontal Distance to Obstruction Sprinkler Required Beyond Obstruction 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 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 10"-20" (254,0 mm-508,0 mm) 10'-0" (3,05 m) NO 20"-30" (508,0 mm-762,0 mm) 15'-0" (4,57 m) NO 30"-40" (762,0 mm-1016,0 mm) 20'-0" (6,10 m) NO 40"-48" (1016,0 mm-1219,2 mm) 25'-0" (7,62 m) NO > 48" (1219,2 mm) Any Distance YES DIMENSION A $ PER TABLE DIMENSION B PER TABLE ADDITIONAL AP OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE // 14A OR 146) \~ FIGURE 16E For Vertical Obstructions, the maximum dimension of the ob- struction is its width and the horizontal distance away from the obstruction is measured horizontally. FIGURE 16 -PART 1 of 2 -OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to water distribution for Attic Sprinklers differ from standard sprinklers as shown) TFP610 Page 15 of 28 FIGURE 16F i Area Outside Of Mechanical Space Or Similar Compartmented Space When a BB Sprinkler is 36 inches (914,4 mm) or greater above the space, and 36 inches (914,4 mm) or greater clearance above the space is present, additional sprin- klers are not needed. When a BB Sprinkler is a 36 inches (914,4 mm) or greater above the space, and a 12 to 36 inches (304,8 mm to 914,4 mm) clearance above the space is present, Inter- mediate Level Standard Sprinklers are to be installed to protect the obstructed area. Otherwise, the area beyond the mechanical space is to be protected as shown by installing Standard Spray Sprin- klers as necessary - OR - by constructing a shear wall and installing SD Sprinklers. NOTE: In all cases, the mechanical space or similar compartmented space is to be sprinklered per its respective hazard rating and separated 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 compartmented space. j BB ATTIC SPRINKLER 36" (914,4 mm) OR GREATER NO ADDITIONAL 36" (814,4 mm) SPRINKLERS ~ OR GREATER REQUIRED ~~ ~/ AP OR STANDARD MECHANIC SPRAY SPRINKLER SPACE BOTTOM PLANE OF STIFFENERS "1/" J~ H V 881 BB2 683 o• o" o~ o• V>0" V+15' V+10" V+8" STIFFENERS BB ATTIC 70%MINIMUM 4" (101,6 mm) TO ~ SPRINKLER OPEN AREA 6" (152,4 mm) TYP. ' STIFFENERS 12' (304,8 mm) TO 36" (914,4 mm) ', 3-1/2"MIN. 12"MIN. 36" (914,4 mm) OR GREATER (88,9 mm) (304,8 mm) INTERMEDIATE AIR SPACE LEVEL ~ STANDARD SPRAY BB ATTIC SPRINKLERS ~ SPRINKLER T ~ 7-1/2" MAX. 12" MIN. 6 AP OR STANDARD ~ ICAL 4" (101,6 mm) TO'i (190,5 mm) (304,8 mm) SPRAY SPRINKLER SPACE 6" (152,4 mm) TYP: BB ATTIC LESS THAN BB ATTIC SPRINKLER OR 70% OPEN AREA, SPRINKLER AP OR STANDARD STANDARD SPRAY OPENINGS LESS THAN SPRINKLER 12' (304,8 mm) WIDE, LESS THAN SPRAY SPRINKLER ~ OR STIFFENERS INTERMEDIATE GREATER THAN 12" (304,8 mm) LEVEL 7-1R" (190,5 mm) STANDARD WIDE SPRINKLER // q / ~ MECHANICAL SPACE 1 1 \\ PROTECT WITH ADD SHEAR WALL AND SINGLE INSTALL ~ SINGLE STANDARD SPRAY PROTECT WITH SINGLE DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLERS DIRECTIONAL SPRINKLERS SPRINKLER OR FULL WALL SPRINKLER FIGURE 16 -PART 2 of 2 -OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to water distribution for Attic Sprinklers differ from standard sprinklers as shown) FIGURE 16G Piggyback Trusses When a BB Sprinkler can be installed below or between stiffeners and maintain the 16 to 22 inch (404,4 to 558,8 mm) distance to the peak, as well as the "V" and "H" clearance to the stiffeners, additional sprinklers are not required. When the stiffeners are located a minimum of 12 inches (304,8 mm) below the BB Sprinkler, the stiffeners are 7-1/2 inches (190,5 mm) maximum in width, the openings are 12 inches (304,8 mm) minimum, and there is 70% minimum open area, additional sprinklers are not re- quired. Otherwise, additional sprinklers are required as shown. ~~ ~`H" TOP OF BB ATTIC DEFLECTOR SPRINKLER Page 16 of 28 TFP61O FIGURE 17A EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE OVER JOISTS 3 0" MAX. ~' AP ~ AP (0,9 m) SPRINKLER SPRINKLER AP ~ AP SPRIG 10' 0" MAX SPRIG j 6" MIN. (3,0 m) 6"MIN. rJOIST (152,4 mm) JOIST (152,4 mm) 1 ~ i ~12"MIN.~~ 12"MIN. 304,8 mm (304,8 mm NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION j OPTION A 12" MIN. ~~ 12" MIN. (304,8 mm (304,8 mm NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION OPTION B FIGURE 176 EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE WTHIN JOISTS 3'-0" MAX. Ap AP ~ (0,9 m)', SPRINKLER SPRINKLER qp 10'-0" MAX. ro AP (`~~ SPRIG (3,0 m) SPRIG JOIST 6"MIN. '~ NON-COMBUSTIBLE (152,4 mm) INSULATION FOR FIRE i, PROTECTION OF CPVC PIPE, NOT FREEZE CEILING PROTECTION ~ OPTION A JOIST 6" MIN. NON-COMBUSTIBLE (152,4 mm) INSULATION FOR FIRE PROTECTION OF CPVC PIPE, NOT FREEZE CEILING PROTECTION OPTION B FIGURE 18 OBSTRUCTIONS TO WATER DISTRIBUTION FOR MODEL AP SPRINKLERS OBSTRUCTION OBSTRUCTION Ap i A~ ~ SPRINKLER C AP C SPRINKLER ~ I A? 3C or 3D _~11 D (lr_ A<_24' (609,6 mm) "x'11 D II ~ A (Use dimension C w D, whichever is greater) ELEVATION VIEW PLAN VIEW A~ B AP SPRINKLER OBSTRUCTION Horizontal Minimum Distance Vertical Distance (A) Below Deflector (B) <_6" 3" (__<152,4 mmj (76,2 mm) >6" to 9" 4" (>152,4 to 228,6 mm) (101,6 mm) >9" to 12" 6" (>228,6 mm to 304,8 mm) (88,9 mm) >12" to 15" 8" (>304,8 mm to 381,0 mm) (203,2 mm) >15" to 18" 9-112" (>381,0 to 457,2 mn1) (241,3 mm) >18" to 24" 12-1/2" (457,2 mm to 609,6 mm) (317,5 mm) (>609,6 mm to 762,0 mm) (393,7 mm) >30" 18" (>762,0 mm) (457,2 mm) TFP61 O Page 17 of 28 A = 6" (150 mm) MAX. ~r~I A B = 12" (300 mm) MAX. -A B ~ I A ANGLE SPRIG ARMOVER SPRIG B ARMOVER BRANCHLINE ~ BRANCHLINE VERTICAL SPRIG j DIRECT MOUNT VERTICAL RISER VERTICAL RISER FIGURE 19 EXPOSED CPVC WITH BB, SD, AND HIP SPRINKLERS 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 maybe 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 feet (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 By 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 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 & AP Sprinklers At The Ridge 20-B-2 (Page 20) BB Sprinklers & AP Sprinklers At The Eaves or Beyond An Obstruction 20-B-3 (Page 21) BB Sprinklers & AP Sprinklers At The Hip 20-B-4 (Page 21) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & AP Sprinklers At The Hip 20-B-5 (Page 22) BB, SD, or HIP Sprinklers & AP Sprinklers in a Dormer, at a Cross, or at an EII 20-B-6 (Page 22) BB,SD, or HIP Sprinklers & AP Sprinklers Separated By Compartmentalization 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 8~ Standard Spray'~Sprinklers At The Ridge 20-C-2 (Page 23) BB Sprinklers 8~ Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20-C-3 (Page 24) BB Sprinklers & Standard Spray Sprinklers At The Hip 20-C-4 (Page 25) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & Standard Spray Sprinklers At The Hip 20-C-5 (Page 26) BB, SD, or HIP Sprinklers & Standard Spray Sprinklers in a Dormer, at a Cross, or at an EII 20-C-6 (Page 26) BB, SD, or HIP Sprinklers 8~ Standard Sprinklers Separated By Compartmentalization MODEL BB MODEL SD MODEL AP BACK TO BACK ~ SINGLE DIRECTIONAL :MODEL HIP . OR STANDARD SPRAY I FIGURE 20 -HYDRAULIC CALCULATIONS I Page 18 of 28 TFP610 Figure 20-A-1. BB Sprinklers • Wet Systems -Calculate the most demanding five sprinklers. • Dry Systems -Calculate the most demanding seven sprinklers (see adjacent figure). RIDGE DRY SYSTEM SHOWN Figure 20-A-2. BB and HIP Sprin- klers • Wet Systems -Calculate the most demanding five sprinklers. • Dry Systems -Calculate the most demanding seven sprin- klers, and then calculate the most demanding contiguous nine sprin- klers with a maximum of seven to be BB Sprinklers (see adjacent figures). Use the most demanding calculation. ti~A RIDGE DRY SYSTEM SHOWN DRY SYSTEM SHOWN TFP610 Figure 20-A-3. BB and SD Sprin- klers • Wet Systems -Calculate the most demanding five BB Sprin- klers plus two SD Sprinklers. • Dry Systems -Calculate the most demanding seven BB Sprin- klers plus up to two SD Sprinklers (see adjacent figure). Page 19 of 28 OBSTRUCTION RIDGE Figure 20-A-5. SD and HIP Sprin- ti~,o klers • Wet Systems -Calculate the RIDGE most demanding five sprinklers. * _ _ _ * _ ~ ^ ............... • Dry Systems -Calculate the most •::::~:::~:~:~~:~:~:~:~~:~:~ -::~:::::;:::~::~:~:~:~~`:~:~:~:~:~:::: ! ~ demanding nine sprinklers with a WALL OR maximum of seven to be SD Sprin- klers (see adjacent figure). DRAFT CURTAIN .......................... AT RIDGE DRY SYSTEM SHOWN Figure 20-A-6. HIP Sprinklers • Wet Systems -Calculate the most demanding five sprinklers (see adjacent figure). • Dry Systems -Calculate the most demanding nine sprinklers. ti~A ~~Q ti~A WET SYSTEM SHOWN Page 20 of 28 Figure 20-B-1. SD Sprinklers ~ AP Sprinklers At The Ridge • Wet Systems -Calculate the most demanding five sprinklers of j one type. Use the most demanding calculation. • Dry Systems -Calculate the most demanding nine SD Sprinklers, and then calculate the most de- manding seven AP Sprinklers. Use the most demanding calculation (see adjacent figure). Figure 20-B-2. BB or SD Sprinklers & AP Sprinklers At The Eaves or Beyond An Obstruction • Wet Systems -Calculate the most demanding five BB or SD Sprinklers plus up to two most de- manding AP Sprinklers. • Dry Systems -Calculate the most demanding seven BB or SD Sprin- klers plus up to two most demand- ing AP Sprinklers (see adjacent figures). RIDGE ! ! ! ! ! ! ! ! ! ! i ! ! WALLS C DRAFT iR ~..,~...,..JS DRY SYSTEM SHOWN ................... ........................................... RIDGE . .i ~ DRY SYSTEM SHOWN TFP61 O :TION • • • • • * * ~ f 'i DRY SYSTEM SHOWN DRY SYSTEM SHOWN Page 22 of 28 TFP61 O Figure 20-B-5. BB, SD, or HIP Sprinklers 8~ AP Sprinklers in a Dormer, at a Cross, at a Hip, or at an EII Where the quantity of AP Sprinklers in each dormer, cross, or ell is four or less (see adjacent figure) and all of the dormers, crosses and ells meet the maximum four AP Sprin- klercriteria, calculate the BB, SD, or HIP Sprinkler demand as described in Part A-1 thru A-6 or Part B-1 thru B-4, plus up to two of the most de- manding AP Sprinklers in the dor- mer, 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. SP (4 AP NKLERS R LESS) Figure 20-B-6. BB,SD, or HIP Sprinklers ~ AP Sprinklers Sepa- rated By Compartmentalization • Wet Systems- Calculate the BB, SD, or HIP Sprinkler demand as described in Part A-1 thru A-6 or Part B-1 thru B-4, and then calcu- latethe most demanding area up to 1500 ft2 (137 m2) having AP Sprin- klers. Use the most demanding cal- culation (see adjacent figure). • Dry Systems- Calculate the BB, SD, or HIP Sprinkler demand as described in Part A-1 thru A-6 or Part" B-1 thru B-4, and then calcu- latethe most demanding area up to 1950 ft2 (181 m2) having AP Sprin- klers. Use the most demanding cal- culation (see adjacent figure). • • • • • ~ RIDGE • ~ • ~ ' WALL a • • • • DORMER BUILT ON TOP OF ROOF OR RIDGE SHEATHING i TFP61 O Figure 20-B-3. BB Sprinklers & AP Sprinklers At The Hip Where the total number of AP Sprin- klers at the hip is greater than four: • Wet Systems -Calculate the most demanding five BB Sprin- klers plus the two most demand- ing AP Sprinklers, and then calcu- late the most demanding area up to 1500 ftz (137 m2) having AP Sprinklers (e.g., Area 2 in adja- cent upper figure). Use the most demanding calculation. • Dry Systems -Calculate the most demanding seven BB Sprin- klers plus the two most demand- ing AP Sprinklers, and then calcu- late the most demanding area up to 1950 ft2 (181 m2) having AP Sprinklers(e.g.,Rrea 2 in adjacent upper figure). Use the most de- manding calculation. Page 21 of 28 STAGGERED SPACING WHEN MORE THAN ONE ROW AREA 2 AREA 1 AREA 3 WITH AP WITH BB WITH AP SPRINKLERS ~SPRINKLERS~ SPRINKLERS • •I I• • • ~ • • • %' • • %. .\ MINIMUM SEPARATION SEE ALSO FIGURES 21 AND 22 Figure 20-B-4. BB Sprinklers, SD Sprinklers, HIP Sprinklers, & AP Sprinklers At The Hip Where the total number of AP Sprin- klers at the hip is four or less: • Wet Systems -Calculate the most demanding five BB, SD, or HIP Sprinklers plus up to two most demanding AP Sprinklers. • Dry Systems -Calculate the most demanding nine BB, SD, or HIP Sprinklers plus up to two most demanding AP Sprinklers (Of the nine BB, SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure). Where the total number of AP Sprin- klers 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 demanding AP Sprinklers, and then calculate the most de- manding area up to 1500 ftz (137 m2) having AP Sprinklers(e.g., Area 2). Use the most demanding calculation. • 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 de- manding area up to 1950 ft2 (181 m2) having AP Sprinklers (e.g., Area 2). Use the most demanding calculation. WALL OR DRAFT CURTAIN DRY SYSTEM SHOWN AREA 2 AREA 1 WITH AP WITH BB & SD SPRINKLERS SPRINKLERS w • N :;~ r AREA 3 WITH AP SPRINKLERS TFP61 O Page 23 of 28 Figure 20-C-1. SD Sprinklers 8~ Standard Spray Sprinklers At The Ridge • Wet Systems-Calculate the most demanding five sprinklers of one type. Use the most demanding cal- culation. • Dry Systems -Calculate the most demanding nine SD Sprinklers, and then calculate the most de- manding seven Standard Spray Sprinklers. Use the most demand- ing calculation (see adjacent fig- ! ! ! ~ ..... RIDGE i= i i i i = i ~ ~ i i~ i WALLS C DRAFT iR l: V K I AI I~$ DRY SYSTEM SHOWN Figure 20-C-2. BB Sprinklers 8~ Standard Spray Sprinklers Be- yond An Obstruction • Wet Systems -Calculate the most demanding five BB Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers. • Dry Systems -Calculate the most demanding seven BB Sprinklers plus up to two most demanding Standard Spray Sprinklers (see adjacent figures). • RIDGE ;TION DRY SYSTEM SHOWN Page 24 of 28 TFP610 Figure 20-C-3. BB Sprinklers 8~ Standard Spray Sprinklers At The Hip Where the total number of standard spray sprinklers at the hip is greater than four: • Wet Systems -Calculate the most demanding five BB Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers, and then calculate the most de- manding remote design area (In- cluding all sprinklers types) per NFPA 13 (i.e., area reduction for quick response & 30% increase for sloped ceilings). Use the most demanding calculation. • Dry Systems -Calculate the most demanding seven BB Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers, and then calculate the most de- manding design area (including all sprinkler types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry systems). In- clude all sprinklers types within this area (see adjacent figure). Use the most demanding calcula- tion. FIRST CALCULATION • DRY SYSTEM SHOWN SECOND CALCULATION ~:~: 2535 SO. FT. ~:::~:~ (235,5 SO. METERS) DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SO. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SO. FT. SEE ALSO FIGURES 21 AND 22 'P61 O Figure 20-C-4. BB Sprinklers, SD Sprinklers, HIP Sprinklers, 8~ Standard Spray Sprinklers At The Hip Where the total number of Standard Spray Sprinklers at the hip is four or less: . Wet Systems -Calculate the most demanding five BB, SD, or HIP Sprinklers plus up to two most demanding Standard Spray Sprin- klers. • Dry Systems -Calculate the most demanding nine BB, SD, or HIP Sprinklers plus up to two most demanding Standard Spray Sprin- klers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maxi- mum of seven BB Sprinklers, see adjacent upper figure). Where the total number of standard spray sprinklers at the hip is greater than four: . Wet Systems -Calculate the most demanding five BB, SD, or HIP Sprinklers plus up to two most demanding Standard Spray Sprin- klers, and then calculate the most demanding remote design area (Including all sprinklers types) per NFPA 13 (i.e., area reduction for quick response 8~ 30% increase for sloped ceilings). Use the most demanding calculation. • Dry Systems -Calculate the most demanding nine BB, SD, or HIP Sprinklers plus up to two most demanding Standard Spray Sprin- klers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maxi- mum of seven BB Sprinklers, see adjacent upper figure), and then calculate the most demanding de- sign area (including all sprinkler types) per NFPA 13 (i.e., 30% in- crease for sloped ceilings ~ 30% increase for dry systems). Include all sprinklers types within this area (see adjacent figure). Page 25 of 28 WALL OR DRAFT CURTAIN FIRST CALCULATION .~ .. .~ DRY SYSTEM SHOWN SECOND CALCULATION 2535 SO. FT.: (235,5 SO. METERS) DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SO. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SO. FT. DRY SYSTEM SHOWN Page 26 of 28 TFP610 Figure 20-C-5. BB, SD, or HIP 'STANDARD SPRAY ~ Sprinklers ~ Standard Spray SPRINKLERS Sprinklers in a Dormer, at a ~i (40RLESS) Cross, at a Hip, or at an EII Where the quantity of standard spray sprinklers in each dormer, ~ N cross, or ell is four or less (see ad- jacent figure) and all of the dormers, crosses and ells meet the maximum ~ four standard sprinkler criteria, cal- culate the Attic Sprinkler demand as ~ described in Part A-1 thru A-6 or Part B-1 thru B-4, plus up to two of ~ r ~ STANDARD SPRAY the most demanding standard spray sprinklers in the dormer, cross, or ~ SPRINKLERS ell that is adjacent to the Attic Sprin- i (4 OR LESS) i klers that are being included in the demand calculation. ~ i Where the quantity of standard ',~ ~ spray sprinklers in .any dormer, ~ cross, or ell is greater than four, ~~, refer to Figure C-3. ICI STANDARD SPRAY SPRINKLERS (4 OR LESS) STANDARD SPRAY SPRINKLERS (4 OR LESS) • Figure 20-C-ti. BB, SD, or HIP Sprinklers 8~ Standard Sprinklers Separated By Compartmentaliza- tion Calculate the Attic Sprinkler demand as described in Part A-1 thru A-6 or Part C-1 thru C-4, and then calculate the Standard Spray Sprinklers per NFPA 13. Use the most demanding calculation (see adjacent figure). • • • • ~ ~ RIDGE • '• • ~ ~ WALL ~ • • I • ~ DORMER BUILT ON TOP OF ROOF OR RIDGE SHEATHING i TFPISIO 40' (10,12 m) L 12 12~ ~ 100' (25,4 m) (510m) ~ 60' (15,2 m) ~ '~~ (5 10m) i~. • is • ii • i '. • Calculation 1 :::is :::::::::::::::::::::::::::::. i. l I 100' (25,4 m) (510m) ~ 60' (15,2 m) ---~I I (5 10m) :::•:•:~::~':•: i ~ 40' :~:~:-:~;::~~ (10.2 m) ''•::•::• ~ . .~..• I :~:~~: I }:vii ~ . • Calculation 2 Page 27 of 28 MODEL AP SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-B-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most demand- ing AP Sprinklers. Calculation 2: Calculate the most demanding area up to 1500 ft2 having AP Sprinklers. In this case the design area will be 800 ft2 (40 ft. x 20 ft.) Use the most demanding calculation (i. e., for proving the adequacy of the water supply). Where AP Sprinklers are utilized, CPVC pipe maybe used to supply the AP Sprinklers, as well as the ceiling sprinklers below the AP Sprinklers (See Page 6). 12 12~ STANDARD SPRAY SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1 100' (25,4 m) (510m) ~ 60' (15,2 m) ~ I!(5 10m) 40' (10,12 m) L Calculation 2 Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most demand- ing Standard Spray Sprinklers. Calculation 2: Calculate the most demanding remote design area (Including all sprinklers types) per NFPA 13 (i.e., area reduc- tion for quick response 8~ 30% increase for sloped ceilings). In this case the theoretical design area is 1463 ft2 (1500 ft2 x 0.75* x 1.3). The actual design area, however, will need to be 1520 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation (i. e., for proving the adequacy of the water supply). Where Standard Sprinklers are util- ized, CPVC pipe CANNOT be used to supply the Standard Spray Sprinklers or the ceiling sprinklers below the Standard Spray Sprinklers. '' A 25% reduction for 20 ft. ceiling. E21 EXAMPLE FOR A WET PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED /N HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS Page 28 of 28 12 12~ (Ref. Figure 20-B-3) • is 40' (10,2 m) .:~i~:~:~:~:~:~:~:~:~:~:~~~:~:~:~:~:~:~:~:~:~:~:~: i ~~. 12 12~ Calculation 2 20' ,1 m) (Ref. Figure 20-C-3) 40' (10,2 m) 100' (25,4 m) -----+ (5 10m) ~ 60' (15.2 m) ~ I(510m) Calculation 1 Calculation 1 Calculation 2 MODEL AP SPRINKLERS DRY PIPE SYSTEM TFP61 O Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most de- manding AP Sprinklers. Calculation 2: Calculate the most demanding area up to 1950 ft2 having AP Sprinklers. In this case the design area will be 800 ft2 (40 ft. x 20 ft.) Use the most demanding calculation (i.e., for proving the adequacy of -the water supply). STANDARD SPRAY SPRINKLERS DRY PIPE SYSTEM Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding remote design- area-(Including all sprinklers types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry systems). In this case the theoreti- cal design area will be 2535 ft2 (1500 ft2 x 1.3 x 1.3). The actual design area, however, will need to be 2720 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation (i.e., for proving the adequacy of the water supply). 'FIGURE 22 EXAMPLE FOR A DRY PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED /N HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL 88 BACK-TO-BACK SPRINKLERS © 2007 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue,. Lansdale, Pennsylvania 19446 100' (25,4 m) '~ 20' 60' (15,2 m) ~{ 20' A cB N M C O O r M O ~ ~ ~ ~ (6 N c O U O } N (A Z C Q ~Y Qa c E ~z J O) di w~ ~a .-~ Nvo oocfl oo vaoocfl o~ ocoin O 000 00 M(~O10 OO~~OOOMtOAO~ OO~C+D000ONlnO~ O O M t~ O O ti N dam' O M ~ r- O ~ O h ON(DOOC~NCOON N O N In 0 0 tt~ N to O N ~ M 00 M M l0 00 to OD ~N•-d'~MM~MO~ O~ O~ O~ O ~ cON~Ma-NM~MO N ~ ~ O N In N ODO~NtONN•-NOS O N M O ~ (00 0 0 O O ~~~NCO~N~NN~- ti ~ 0000-OO~ODr-000 O M In O M lnc-~c-lna-r-f~~ ~~ CO O M O N N~ 3 In CG f0 r 'cF r tD r fD _O N X 0 0 O O O r Ol!•)rM00~In rrln '~ N N O ~ (O M m ~-O~ONCOOO~ODOD~ ~ O J ~ ~ M 'O ~ OMONIfitOMtOCOM X LL (6 O O N O O O l n N~ O N N (6 N c O O N O O O~ N V"ct N p~ W O O ~- O O O M.- M N N LL N (6 ~ ~ ~ ~ d ~U ~ ~ ~ ~ >> o > W O ~ ~ ~ ~> m>~ ~Y apt o- "~U ~ w~ ~~~~ O N a m O ~ U~ ~~ U~ W N 3 0 (~=~(~LL~I- ~F- ULLM •V U C ~ ~ 'U ?~ C 'U •C U tq (9 C~ fn ~ ~ C7 Il L.L ~ U C Y ~ 30 ~°oooo f6 ~ ~ >~rnu-rnrnrnrn~~C~~ E mUWU' -~F-iX~-NN L (0 C 7 i ~ i c L ~ U +~ C C ~ (0 ~ ~ d N ~ C ~ O Q- N ~~ U y-+ V C ~ LL ~ ~ ~~+ ~_ C ~ C ~~~~ ~ ~ C ~ ~~~ ~ ~~~~ ~ o ~ J LL ~ O O M O Q Z N L C_ r N 7 O Q' C U N f0 T >. U t6 O1 O N 3 O. O U Pressure /Flow Summary -STANDARD Ahern Fire Protection I Page 4 POKLANSY ! Date 061908 Node Elevation K-Fact Pt ~I Pn Flow Density Area Press 'o. Actual I Actual Req. S201 126.413 5.6 i 11.55' na 19.03 0.1 120 7.0 S202 120.413 5.6 16.4911 na 22.74 0.1 120 7.0 S204 111.917 31.35'1 na A201 111.25 32.52', na S101 119.833 8 22.6 I na 38.03 0.1 0.001 22.6 S 102 119.833 8 22.62 ~ na 38.05 0.1 0.001 22.6 S103 119.833 8 22.72 na 38.13 0.1 0.001 22.6 S104 119.833 8 22.85' na 38.24 0.1 0 001 22 6 S105 119.833 8 23.18 na 38.52 0.1 . 0.001 . 22.6 A101 119.833 26.51 ~ na A102 110.5 32.76', na A217 110.5 35.451 na A218 110.5 1 36.0 ~ na TOR 110.5 37.36 na BOR 105.0 43.561 na TEST 100.0 46.03', na 100.0 The maximum velocity is 14.63 and it occurs in the pipe between nodes S202 and S204 i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams Ahern Fire Protection ~ Page 5 POKLANSY ~ Date 061908 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or ~ Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. ( Total Pf Pn S201 19.03 1.08 3E 6.914 ~; 15.833 11.550 K Factor = 5.60 to 120.0 0.0 ~ 6.914 2.599 S202 19.03 0.1030 0.0 i 22.747 2.343 Vel = 6.66 S202 22.74 1.08 1 T 5.762 19.583 16.492 K Factor = 5.60 to 120.0 0.0 ~ 5.762 3.680 S204 41.77 0.4411 0.0 ~I 25.345 11.180 Vel = 14.63 S204 0.0 1.408 1 Y 6.617 i 0.667 31.352 to 120.0 0.0 ; 6.617 0.289 A201 41.77 0.1212 0.0 I 7.284 0.883 Vel = 8.61 A201 19.05 2.703 81 53.465 186.290 32.524 to 120.0 1 J 16.786 ~', 70.251 0.325 A217 60.82 0.0101 0.0 256.541 2.601 Vel = 3.40 0.0 60.82 35.450 K Factor = 10.21 S101 38.03 2.703 0.0 5.417 22.600 K Factor = 8.00 to 120.0 0.0 ~ 0.0 0.0 S 102 38.03 0.0042 0.0 ~ 5.417 0.023 Vel = 2.13 S 102 38.05 2.703 0.0 i 6.000 22.623 K Factor = 8.00 to 120.0 0.0 ~ 0.0 0.0 S103 76.08 0.0153 0.0 6.000 0.092 Vel = 4.25 S 103 38.13 2.703 0.0 ~ 4.000 22.715 K Factor = 8.00 to 120.0 0.0 10.0 0.0 S 104 114.21 0.0325 0.0 ~ 4.000 0.130 Vel = 6.39 S104 38.24 2.703 0.0 ~ 6.000 22.845 K Factor = 8.00 to 120.0 0.0 0.0 0.0 S 105 152.45 0.0555 0.0 i 6.000 0.333 Vel = 8.52 S105 38.51 2.703 1J 16.786 ,22.833 23.178 K Factor = 8.00 to 120.0 0.0 i 16.786 0.0 A101 190.96 0.0842 0.0 39.619 3.336 Vel = 10.68 A101 0.0 2.703 1 J 16.786 j 9.333 26.514 to 120.0 0.0 ~ 16.786 4.042 A102 190.96 0.0842 0.0 126.119 2.200 Vel = 10.68 0.0 ~ 190.96 32.756 K Factor = 33.37 A201 -19.05 2.703 11 6.683 71.833 1 32.524 to 120.0 0.0 6.683 0.325 A102 -19.05 -0.0012 0.0 i~78.516 -0.093 Vel = 1.07 A102 190.96 2.703 1 J 16.786 Q2.083 32.756 to 120.0 0.0 '116.786 0.0 A217 171.91 0.0693 0.0 38.869 2.694 Vel = 9.61 A217 60.83 3.314 11 7.279 i 5.000 35.450 to 120.0 0.0 i 7.279 0.0 A218 232.74 0.0450 0.0 112.279 0.553 Vel = 8.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations -Hazen-Williams Ahern Fire Protection ~ Page 6 POKLANSY j Date 061908 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or ', Ftng's Pe Pv ******* Notes *****'` Point Qt Pf/Ft Eqv. Ln. Total Pf Pn i A218 0.0 4.31 41 37.909 113.125 36.003 to 120.0 1 C 18.118 ~ 95.050 0.0 TOR 232.74 0.0125 1 B 16.724 108.175 1.354 Vel = 5.12 1 J 22.298 ~! TOR 0.0 4.31 1 Z 13.937 ' 5.833 37.357 to 120.0 1Zim 0.0 ' 13.937 5.958 * Fixed loss = 3.576 BOR 232.74 0.0125 0.0 ' 19.770 0.247 Vel = 5.12 BOR 0.0 6.4 1 X 58.9 155.000 43.562 to 150.0 1 V 27.487 ' 92.277 2.166 TEST 232.74 0.0012 1 G 5.89 247.277 0.298 Vel = 2.32 100.00 !, Qa = 100.00 332.74 I 46.026 K Factor = 49.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Ahern Fire Protection 3012 E. Capitol Drive, Unit B Appleton, WI 54911-8803 920-954-8242 Job Name POKLANSY '~ Building FP-1 Location :SOUTH WESTHAVEN DRIVE OSHKOSH WI 54902 System 3 CHAPEL i, Contract :490743 Data File 490743.WX3 ~ Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Ahern Fire Protection POKLANSY HYDRAULIC CALCULATIONS for Project name: POKLANSY-PISS & BILLS Location: SOUTH WESTHAVEN DRIVE OSHKOSH W154902 Drawing no: FP-1 Date: 07/03/08 ~! Page 1 Date 062508 Design ', Remote area number: 3 CHAPEL Remote area location: 3 CHAPEL Occupancy classification: LIGHT HAZARD Density: .1 - Gpm/SgFt Area of application: 900 - SgFt ', Coverage per sprinkler: 196 - SgFt '. Type of sprinklers calculated: MICROFAST VK302 1/2" 5.6K WHITE PENDENT No. of sprinklers calculated: 13 In-rack demand: N/A -GPM Hose streams: 100 -GPM Total water required (including hose streams): 528.69 - GPM@ 33.734 -Psi Type of system: ANTIFREEZE Volume of dry or preaction system: N/A -Gal Water supply information ', Date: 10/01 /2003 '~ Location: MAIN IN FRONT OF BUILDING Source: OSHKOSH WATER DEPARTMENT Name of contractor: JF AHERN Address: 201 MORRIS COURT FOND DU LAC WI 54936 Phone number: 920/907-5406 ' Name of designer: C.KOESLING Authority having jurisdiction: CITY OF OSHKOSH Notes: (Include peaking information orgridded systems here.)DEMAND @ BASE OF RISER IS 278.69 GPM @ 31.151 PSI ', Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 M O N N O O N O .-~ ~ ~ U ~ ~ L .O ~ ._. U ~ O ~ ~ (~ ~ Z L C J ~ `- Y ~ ~O ~ Q~ N a0 mod' ti ~ d ' N O ~ N M M N .. .. .. .. .. .. .. ~ 'D ~ O ~ (~ ~ ^ O~~pN CLLn.;~ CQ O ~ U o~~ Earn O -° >°~°~ a~~c~ rn w cn vi cn C~-NN O OM t0 a~ D O I i i O O ti ~ ~ Z O M J LL I ~ O O i t!') ~ 0 0 O O In In ~ i ~' N to ~ ~ ~ 0 O ~~o o ~~LL M Q ~ ~ ' Q V -t} -p ~~,~-~- 00 (nc~6~~ N ~(n~~ ~ O . i ~ ~ .« O >> ~ >UUU ' t O o O ~ O M O N O ~ O O O O O O O O O O O U ~ r r r r r ~ 0 0 f ~ C O Lp Ct M N ~ - W ~ W (A (A ~ ~ W 0 M O Q Z f6 L '~ C N 7 O d' March 14, 2008 Sprinkler 41 a MicrofastHP® QUICK ~ ~ ~ RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings M149058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes and temperature ratings and K-Factors to meet design requirements. The special Polyester and Teflon®coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive at- mospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon®and Polyester coat- ings as corrosion resistant.) i, 2. LISTINGS AND APPROVALS i cULus Listed: Category VNIV FM Approved: Class 2020 NYC Approved: Calendar Number 219-76-SA and MEA 89-92-E, Volume 16 ABS Certified: Certificate 04-HS407984C-PDA VdS Approved: Certificate G4040095, G4040097, G4060056, G4060057, G4880045, G4930038, and G4980021 LPC Approved: Ref. No. 096e/03 and 096e/04 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40130, and 0786-CPD-40170 ~! MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008 NOTE: Other International approval certificates are available upon request. Refer to the Approval Chart on page 41d and Design Criteria on page 41e for cULus and FM approval requirements that must be followed. 3. TECHNICAL DATA Specifications: ~ Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar) Maximum Working Pressure: Sprinklers 12282 and' 12290 are rated for use with water working pressures ranging from ,the minimum 7 psi (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- sure (HP) sprinklers can be identified by locating "250" stamped on the deflector. All other Part Nos. not mentioned above are rated to a maximum 175 psi (12 bar) wwp. 'i Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Chart Nominal K-Factor: Refer to the Approval Chart Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: Refer to the Approval Chart Viking Technical Data may be found on The Viking Corporation's Web site at http:/Iwww.viki ngg roupinc.com. The Web site may include a more recent edition of this Technical Data Page. Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Phosphor Bronze UNS-C51000 or Copper UNS-C19500 for Sprinklers 066628, 066668, 067656, and 12104. Copper UNS-C19500 for Sprinkler 12282. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 067186, 067208, and 12290): ,Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C 11000 and Stainless Steel UNS-S30400 Pip Cap Attachment: Brass UNS-C36000 Ejector Spring (for Sprinkler 12104): Stainless Steel ! Form No. F_081296 Replaces page 41 a=f, dated October 12, 2007. (Added LPCB Approval and updated CE Approval for Sprinkler 066666, Added Dry System note in approval chart for Small Orifice.) Sprinkler 41 b March 14, 2008 MicrofastHP® QUICK ~ ~ ~ RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com F r n® Coated Sorinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon® Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Microfast® and MicrofastHP® Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler fin- ish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy®= F, White Polyester = M-/W, Black Polyester = M-/B, and Black Teflon®= N Temperature Suffix (°F/°C): 135°/68° =A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141° = G For example, sprinkler VK302 with a 1/2" thread, Brass finish and a 155 °F/68 °C temperature rating =Part No. 066626AB Available Finishes And Temperature Ratings: ~ Refer to Table 1 I Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/B (available since 2000). B. Wrench for coated and/or recessed sprinklers: Part No. 12144W/B** (available since 2003) NOTE: RECESSED PENDENT SPRINKLERS WITH PROTECTIVE CAPS MUST USE WRENCH 12144W/6. **A %:" ratchet is required (not available from Vking). 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 i 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. i 6. 7. 8. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfast®and MicrofastHP®Quick Response Pendent Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. I Wrench Flats Protective ~~°~ Sprinkler Cap 90696 m Figure 1: Standard Sprinkler Wrench 10896W/B March 14, 2008 Sprinkler 41 c MicrofastHP® QUICK ~ ~ ~ RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com .; .~ ~ 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 200 °F (93 °C) 150 °F (65 °C) Green High ~ 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings': White Polyester, Black Polyester, and Black Teflon® Footnotes The sprinkler temperature rating is stamped on the deflector.' z Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Naving Jurisdiction. Refer to specific installation standards. I ' The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on pages 41 d. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or,suitable .for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. ~ ~ ~ i .... I .:::::: - Sprinkler Wrench _ 121444//B~~ for instalCing coated and/or recessed pendent sprinklers ij ~ Carefully slide the with protective caps. ~-~" ~ `--~ wrench sideways - j ~_-~__c.__: -----+ '---- around the rotective r~------~i P cap, ensuring engage `'------`~ Ment with the sprinkler ~~A 1/2'~ ratchet is required wrench flats. (not available front Viking). Figure 2: Wrench 12144W/B for Coated and/or Recessed Pendent Sprinklers r Sprinkler 41 d March 14, 2008 MicrofastHP® QUICK ~ ~ ~ RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs~vikingcorp.com Sprinkler Thread Size Nominal Overall Listings and Approvals' Base SIN K-Factor Length ' (Refer also to Design Criteria on page 41e.) Part No.' NPT BSP U.S. metricZ Inches mm cULus• FMS NYCS VdS LPGB C E Standard Orifice 06662B VK302 1!2" 15 mm 5.6 80.6 2-1 /4" 58'' A1X, 61Y A3X, 63Y A1X, B1Y A3 A3X, 63Y C3X, E3Y" C3X, E3Y'S Large Orifice 066668 VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 A1X, 61Y A2X, 62Y A1X, 61Y -- A3X C3" - 12104 VK352 3/4" 20 mm 8.0 115.2 2-1l4" 58 - -- - G3 - -- - 067656 VK352 1/2" 15 mm 8.0 115.2 2-3/8" 60 A1X, 61Y - A1X, 61Y A3 -- -- - Small Orifice° 06718610 VK329 1/2" 15 mm 2.8 40.3 2-3/16" 56 A1X, 61Y A2X A1X, 61Y -- - -- - 06720610 VK331 1/2" 15 mm 4.2 60.5 2-1/4" 58 A1X, 61Y -- A1X, B1Y - -- -- -- 069326 VK331 -- 10 mm 4.2 60.5 2-3/8" 60' -- - - A3 -- G2" - Maximum 250 PSI (17 bar) WWP Standard Orifice Sprinkler Thread Size Nominal Overall ~ Listings and Approvals' Base SIN K-Factor Length ! (Refer also to Design Criteria on page 41 e.) Part No' NPT BSP U.S. metric2 Inches mm cULus' FM NYC" VdS LPCB ~ E 12282 VK317 1/2" 15 mm 5.6 80.6 2-1/4" 58 A1X, B1Y - A1X - - - - Maximum 250 PSI (17 bar) WWP Small Orifices 1 1229010 VK342 1/2" 15 mm 2.8 40.3 2-3/16" 56 A1X, 61Y - A1X -- -- -- -- Approved Temperature Ratings Approved Escutcheons A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), i Approved Finishes X -Standard surface-mounted escutcheon or and 286 °F (141 °C) B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) 1 - 'Brass, Chrome-Entoyi°, White Poly- the Viking Microfast® Model F-1 Adjustable C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F ester'•s, Black Polyester'•s, and Black Escutcheon'z (141 °C) Teflonm' Y -Standard surface-mounted escutcheon or D - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 286 °F 2 -Brass and Chrome-Enloy® the eking Microfast® Model F-1 Adjustable (141 °C) E - 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) 3 -Brass, Chrome-Enloy®, White Polyesters, s Escutcheon72 or recessed with the Viking ® F - 155 °F (68 °C), 175 °F (79 °C), and 286 °F (141 °C) and Black Polyester Micromatic Model E-1 or E-2 Recessed G - 155 °F (68 °C) I Escutcheon Footnotes ' Base part number is shown. For complete part number, refer to Viking's current price schedule. a Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. ° Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. S FM Approved for use only in wet-pipe sprinkler systems (or preaction systems qualifying as wet systems) for protection of occupancies described in the Factory Mutual Engineering and Research Loss Prevention Data Sheets and Technical Advisory Bulletins. S Acce ted for use Cit of New Y k B d f St d d d C p , y or oar o an ar s an Appeals, alendar Number 219-76-SA. cULus Listed as corrosion resistant. s Other colors are available on request with the same Listings and Approvals as the standard colors. ° Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. 10The sprinkler orifice is bushed. "A m ccepted for use, City of New York Department of Buildings, MEA Nu ber 89-92-E, Vol. 16. 1zThe Viking Microfast° Model F-1 Adjustable Escutcheon is considered asurface-mounted escutcheon because it does not allow the fusible element of the sprinkler to be recessed behind the face of the wall or ceiling. 13CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003. '" CE Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40130 and 0786-CPD-40170. 15 MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008. 14, 2008 Sprinkler 41e MicrofastHP® QUICK ' ~ ' RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com ~~ ~~ ~~Q ~ istina Rea~irements: Microfast® and MicrofastHP® Quidc Response Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). • The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. For installation in accordance with the latest applicable FM Loss Prevention Data Sheets (including 2-8N) and Technical Advisory Bulletins. FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins 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 andlor 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. Ceiling Opening Size 2-5/16' (58,7 mm) minimum 2-1/8' 2-I/2' (63,5 mm) maximum (54 mm) 1/2' (15 mm) -~ NPT !~°Idlh~ 2-1/4' C4 2' (50,8 mm) Maximum Pendent Sprinkler standard... 1/8' surface- Installed with a Microfast 06662B (VK302) mounted escutcheon. Model F-I Adjustable Escutcheon Figure 3: Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon Installed with a Sprinkler 41f March 14, 2008 2-i/8' Ceiling Opening Size: 2-I/8" (54 mm) 2-5/16" (58,7 mm) minimum C54 mm) 2-1/2" C63,5 mm) maximum __ LVAYISILA -.. _: ~~~~~ 1-3/4' 1-1/8' C28,6 mm)'~~ (44.5 mm) MIY11MUm I 2' 1-I/8" C28.6 mm) C50,8 ~~) Minimum Maximum Mnximum Installed with n Micromatic Model E-I Recessed Escutcheon ~ Installed with a thread on ~ Model E-2 Recessed Escutcheon Figure 4: Sprinkler VK302 Dimensions with the Model E-1 and E-2 Recessed Escutcheons i Form No. F_081296 Replaces page 41a-f, dated October 12, 2007. (Added LPCB Approval and updated CE Approval for Sprinkler 066668, Added Dry System note in approval chart for Small Orifice.) I The Viking Corporation, 210 N Industrial Park Road, Hastings M149058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com APPLICATION Designed for installation on potable water lines to protect ~#~ ~~ ll ~ ~ against both backsiphonage and backpressure of polluted '~~•' ~ ~ I i water into the potable water supply. The Model 350A shall provide protection where a potential health hazard does not exist. (with OSY gates) (with BGVIC valves) FEATURES I Sizes: 021/2" ^3" ^4" ^6" ^8" 010" Maximum working water pressure 175 PSI Maximum working water temperature 140'F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AVWVA C606 (Flanged) ANSI 816.'1 Class 1251 OPTIONS (Suffixes can be combined) ^ -with flanged end NRS gate valves (standard) ^ FSC -with epoxy coated wye type strainer (flanged only) ^ G -with grooved end NRS gate valves '~i ^ GF -with grooved inlet gate connection and flanged outlet gate connection ^ FG -with flanged inlet gate connection and grooved outlet gate connection ^ L -less shut-off valves (grooved body connections) ^ OSY -with flanged end OS&Y gate valves ^OSYG - with grooved end OS&Y gate valves ^ PI -with Post Indicator Gate Valves (4"-10") ~' ^BGVIC - with grooved end butterfly valves j ACCESSORIES ^ Repair kit (rubber only) ^ Thermal expansion tank (Model WXTP) ^ OS & Y Gate valve tamper switch (OSY-40) ^ Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include pkg.) STANDARDS COMPLIANCE (Horizontal 8L Vertical) • ASSE® Listed 1015 • AVWVACompliant C510 (with gates only) • IAPMO® Listed • CSA®Certified (4"-8") • UL®Classified • C-UL®Classified (excluding BGVIC) • FM®Approved • NYC MEA 220-04-M Vol 2 (2-1/2"-8") • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (excluding 10" BGVIC) MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners & springs Stainless Steel, 300 Series Seal ring EPDM (FDA approved) O-ring Buna Nitrite (FDA approved) MODEL 350A with OSY &FSC option E WEIGHT i .MODEL Spy n. mm WITHOUT GATES lbs. kg WITH NRS GATES(GXF) lbs. kg WITH OS&Y GATES {GXF) lbs. kg WITH NRS GATES (GXG) lbs. kg WITH GATES lbs. OS3Y (GXG) it '. kg WITH BUTTERFLY VALVES (GXG) bs. kg 2112 65 90 41 184 83.5 192 87 176 80 184 83.5 108.8 49.4 3 BD 89 40.5 204 92.5 210 95.3 194 88 200 90.8 109.4 50 4 100 76 34.5 220 100 230 104 194 88 204 93 108 49 6 150 126 572 346 157 362 164 316 143 332 151 178 81 8 200 286 130 738 335 762 335 738 335 738 335 394 179 10 250 339 153.8 966 436.2 1024 464.5 844 382.8 902 409.1 511 232 1~~6=~ A D G DIMENSION (9pproxim6ta) MODEL SIZE A BUTTERFLY B LESS GATE VALVES C D OSbV OPEN E OSbY CLOSED NR8 GATE EwITN BUTTERFLY VAWES F O x. 91. N. M. h. M. In. 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