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HomeMy Public PortalAbout07-0289 Clark t - m 4 Y l ''lit CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 07-6-2007 PERMIT#: 070289 WORK DESCRIPTION: FIRE SPRINKLER WORK LOCATION: 404 BUTLER OWNER NAME WALTER T.CLARK,JR. ADDRESS 1429 ESTILL AVENUE,UNIT D CITY,ST,ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME CHAMPION FIRE PROTECTION INC ADDRESS 825 WHEATON STREET CITY STATE ZIP SAVANNAH GA 31401 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEE'S CHARGED $ 94.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $ 0.00 TOTAL BALANCE DUE: $ 94.00 it is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on and construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted nnork will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: C � � P P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org Iirspection Report city of rybree Isiand 403 Butler Axe. PAL :1,49 yilee GA 3132R Phoue.: (9J2} /86-4.573 exit. 114 Flx! (941) 186-9S39 Permit NO- Pegg @e0eil Namp ite Needed J-2 Gen Crrwr Subcontractor Contact Niimber Location e,,,/,. .‘24 , ,/C) 4-7/ T 2 47' /777 Inspector Date of Ingpertio - _ Type of inspection --a' r _ aFIP o / t ,-) ru:qc Pass Li - wo- 0146. Fait /0 t r < ::)Z--P/LI 6 kflic 212,v7. 6 -/E tu 4:-,re- 5 , r9,4,4 .. /44) t/q)(-17 I A, 1,11s, D D2 F? FORM 2-J Automatic Sprinkler Systems Contractor's Material and Test " Certificate for Aboveground Piping .D a,,a a-`'8 Date: i'0101 Property Name: Last Resort-Beachside Colony V, Phase II Pro perty Address: 404 Butler Avenue,Tybee Island,GA Procedure Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative.All defects shall be corrected and the system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives.Copies shall be prepared for approving authori- ties,owners, and contractors. It is understood that the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship,or failure to comply with approving authority's requirements or local ordinances. Plans Accepted by[approving authority's name(s)]Chatham County Inspections Address 1117 Eisenhower Drive,Savannah,GA Installation conforms to accepted plans? ►1 Yes 0 No Equipment used is approved? MI Yes ❑ No If no,explain deviations. Instructions Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment? ® Yes ❑ No If no,explain. Have copies of appropriate instructions and care and maintenance charts and NFPA 13 been left on premises? ►/ Yes ❑ No If no, explain. Location of System Supplies building(s) Sprinklers Year of Orifice Temperature Make Model Manufacture Size Quantity Rating VIKING VK436 2008 1/2 258 155 VIKING VK302 �Q08 1/2 18 155 Pipe and Fittings 119 conforms to ASTM 175 standard. 15?I Yes ❑ No Fittings conform to ANSIB 16.1 standard. '4 Yes 0 No If no, explain. PAGE 1 of 3 Copyright Cr 2000 National Fire Protection Association FORM 2-I I Automatic Sprinkler Systems Contractor's Material and Test Certificate for Aboveground Piping (cont.) Alarm Valve or Flow Indicator Alarm Device Maximum Time to Operate Through Test Pipe Type Make Model Min. Sec. WATERFLOW POTTER VSR-F d IS' Dry Pipe Operating Test Dry Valve Q.O.D. Make Model 1 Serial No. Make Model Serial No. Time to Trip Trip Point Time Water Alarm Through Water Air Air Reached Operated Test Pipe` Pressure Pressure Pressure Test Outlet* Properly Min. Sec. Psi(Bar) Psi(Bar) Psi(Bar) Min. Sec. Yes No Without 1,;:171 Q.O.D. With Q.O.D. If no, explain. Deluge and Preaction Valves Operation ❑ Pneumatic ❑ Electric ❑ Hydraulic Piping supervised? ❑ Yes ❑ No Detecting media supervised? ❑ Yes ❑ No Is there an accessible facility in each circuit for testing? ❑ Yes ❑ No If no, explain. Does each circuit operate Does each circuit Maximum Time to supervision loss alarm? operate valve release? Operate Release Make Model Yes No Yes No Min. Sec. Test Description HYDROSTATIC:Hydrostatic tests shall be made at not less than 200 psi(116 bar)for two hours or 50 psi(14 bar) above static pressure in excess of 150 psi(10.2 bar)for two hours.Differential dry pipe valve clappers shall be left open during test to prevent damage.All aboveground piping leakage shall be stopped. FLUSHING:Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs.Flush at flows not less than 400 gpm(1514 LJmin)for 4-in.(102-mm) pipe, 600 gpm (2271 L./min)for 5-in. (127-mm)pipe,750 gpm (2839 lJmin)for 6-in.(152-mm)pipe. 1000 gpm (3785 LJmin)for 8-in.(203-mm) pipe, 1500 gpm (5678 Lfmin)for 10-in.(254-mm)pipe and 2000 gpm(7570 LJmin)for 12-in.(305-mm)pipe.When supply cannot produce stipulated flow rates,obtain maximum available. 'Measured from time Inspector's test pipe is opened. PAGE 2 of 3 Copyright 0 2000 National Are Protection Association FORM 2-1 Automatic Sprinkler Systems Contractor's Material and Test Certificate for Aboveground Piping (cont.) Test Description(cont.) PNEUMATIC:Establish 40 psi(2.7 bar)air pressure and measure drop,which shall not exceed 11/2 psi(0.1 bar)in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed 11/2 psi(0.1 bar)in 24 hours. Tests All piping hydrostatically tested at 200 psi(bar)for 2 hrs. Dry piping pneumatically tested? ❑ Yes ❑ No Equipment operates properly? 0 Yes ❑ No if no, state reason. Drain test—Reading of gauge located near water supply test pipe:Static pressure: d psi(bar) Drain test—Residual pressure with valve in test pipe open wide: 52. _ psi(bar) Underground mains and lead-in connections to system risers flushed before connections made to sprinkler piping Verified by copy of the U Form No.85B El Yes ❑ No ❑ Other Flushed by installer of underground sprinkler piping ❑ Yes ❑ No ❑ Other if other,explain. Blank Testing Gaskets Number used V Locations Number removed Welding Welded piping? 14 Yes ❑ No If yes, Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS D10.9, Level AR-37 El Yes ❑ No Do you certify that the welding was performed by welders qualified In corn- pliance with the requirements of at least AWS D10.9,Level AR-3? ® Yes ❑ No Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, that openings in piping are smooth,that slag and other welding residue are removed,and that the internal diameters of piping are not penetrated? E Yes ❑ No Hydraulic Data Nameplate Nameplate provided? an Yes ❑ No If no, explain. Remarks Date left in service with all control valves open:?/Lf-m'4, Sprinkler Contractor: C/M1y1I470") A24' eeoPrerC oN Signatures of Test Witnesses For property owner(signed) // / Title Date For sprinkler contractor(signed)_f// , Title /n 6.,x1.7 Date V2/`2et4( PA E3of3 - 'Be< elm a Copyright C1 2000 National Fire Protection Association ,•• • •.V'• ' \(. . a A 13 roji ' inspection Report 00 City of Tybee Island ° 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone,: (912) 786-4573 extension 114 Fax: (912) 786-9539 Permit No. O ) ' 02(66) Date Requested 0 2c- 0-7 Owner's Marne C Date Needed 0 -a Gen. Contractor Subcontractor aka p r Contact Number 34- ott • Location 14 Li Ave) . \-1c-V-4A-1) Inspector . (4P-A Date of Inspection , p • Type of Inspection re Ln Sp e c ‘./ rc4 c, Pass 17.] Fail • ■ _ . • . •:IS Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 fox: (912) 786-9539 Permit No, () 17 ' F9 Date Requested ". _ Owner Name ark nate Needed Gen Contractor Subcontractor Contact Number irs ,731/- 0/ / i Location - , R A, ) jr5=7 Inspector 1, -irgadrqt" V Date of Inspection Type of Inspection k S-461.4-• Pass - , • t ,) 44r- 1\:CDI ak) k v A • a_;) Y.CC 4-w pu 'a2 -502 0\W--(" e' 11.1 • / 2 Dh1 OLL-57g � . c� Iu j. 'o CITY OF TYBEE ISLAND BUILDING&ZONING DEPARTMNET P.O. Box 2749 Tybee Island, GA 31328 411,,, 417E1D, ,` Phone (912) 786-4573 • Fax (912) 786-9539 PLUMBING PERMIT APPLICATION Date 71%S lQ •7 Location of work(street address) 41 D j; e c P ,}e e LLe Contractor e_ r- Q •r� E� n F e co*e_c %o,'1 Address of Contractor 1,10 S4-ce A- 6a , (J 1k 3 \(40/ Telephone number of Contractor () - p) ) / Name of Property Owner 7ck Mailing address of Property Owner Lt L Telephone number of Property Owner Date work will be ready for inspection, if known t , \\. Lc .\ Permit Number Estimated cost of construction XNew Work _Replacement Oil Gas Electric Backflow Preventor Disposal Unit Domestic Water Connection to Main Drain Roof or Area Drainage or Vent Piping Fire Protection Sprinlder System; Number of Heads/Nozzles X27(p .t.. s,°° Grease/Oil Trap Hose Bib Hot Water Heater Icemaker Lawn Sprinlder System Plumbing Fixture Residential House Sewer Connection to Main Sewer Cleanout Sewer Stub Vacuum Breaker Water Meter Water Service Line—New Residence Water Service Line—Replacement Water Softener Other CITY OF TYBEE ISLAND INSPECTIONS DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GEORGIA 31328 PLUMBING INSPECTIONS PERMIT CONTRACTOR: Champion Fire Protection, Inc CONTRACTOR'S ADDRESS: 825 Wheaton Street Savannah, GA 31401 JOB ADDRESS: 404 Butler Avenue, Tybee Island, GA 31328 OWNER: Beachside Realty WORK WILL BE READY FOR INSPECTION: Will Call BACK OIL OR GREASE WATER SERVICE INTERCEPTORS LINES-NEW FLOW PREVENTOR RESIDENCE COMMERCIAL DISP. PLUGGED OR WATER SERVICE FIX. OPENING LINES UP TP I V2 HP EACH REPLACEMENTS _ DRAIN ROOF OR PLUMBING WATER FIXTURE AREA EACH SOFTNERS DRAINAGE OR REPAIRS/ALTER VENT REPLACE OTHER PIPING FIXTURE 276 FIRE PROTECTION RESIDENTIAL SPRINKLER SYS. DISPOSAL PER HEAD UNIT HOSE BIBBS WITH RESIDENTIAL OR WITHOUT HOUSE SEWER VACUM BREAKER ICEMAKERS VACUUM BREAKERS LAWN SPRINKLER WATER SYSTEM EACH SERVICE MAINS FEE IS $ 25.00 PLUS .25 PER HEAD LETTER OF TRANSMITTAL p FROM : O 4.247 CHAMPION FIRE PROTECTION , INC . 8 2 5 W H E A T O N S T R E E T SAVANNAH , G E O R G I A 3 1 4 0 1 PHONE ( 9 1 2 ) 2 3 4 - 0 1 1 1 FAX ( 9 1 2 ) 2 3 6 - 1 3 0 3 E - MAIL - W D O R M A N @ C H A M P I O N F P . C O M TO: DATE: PLAN REVIEW—FIRE SPRINKLERS JUNE 25,2007 COMPANY: JOB: CITY OF TYBEE ISLAND Last Resort—Beachside Colony V(Phase II) ADDRESS: ADDRESS: P.O.BOX 2749 404 Butler Ave. CITY: CITY: TYBEE ISLAND,GA 31328 TYBEE ISLAND,GA PLEASE BE ADVISED: WE ARE SENDING YOU TH E FOLLOWING: ❑SHOP DRAWINGS ❑CHANGE ORDER ❑COPY OF LETTER ® AS LISTED BELOW COPIES DESCRIPTION 1 4 SHOP DRAWINGS(2 Sheets) 2 4 HYDRAULIC CALCULATIONS(3 Sets) 3 4 TECHNICAL DATA SHEETS 4 1 PERMIT APPLICATION 5 6 THESE ARE BEING TRANSMITTED AS INDICATED BELOW: ®FOR APPROVAL ❑ AS REQUESTED ❑ FOR YOUR USE COMMENTS: SIGNED:Brian Norris t440"1/49.4, gm.? Is. no %/moo TECHNICAL DATA SHEETS Last Resort - Beachside Colony V (Phase II) Tybee Island, Ga Submittal Item Manufacturer MicroFast Quick Response Pendent Sprinkler Viking Freedom Residential Pendent Sprinkler Viking Butterfly Valve with Tamper Switch Kennedy Swing Check Valve Viking Fire Dept. Connection Guardian Electric Bell Potter Waterflow Alarm Switch Potter CPVC Pipe/Fittings Blazemaster Grooved Couplings/Fittings Star Cast Iron Threaded Fittings Ward Schedule 40 Pipe Allied Tube Adjustable Band Hanger Tolco Augdst 4,2006 Sprinkler 41 a MICROFAST®AND NIKING MicrofastHP® TECHNICAL DATA QUICK RESPONSE PENDENT SPRINKLERS �. PRODUCT NAME MICRQFAST®AND MicrofastHP®QUICK RESP NO SE PENDANT SPRINK 1tRS f- 1-The Sprinkler Identification Number(SIN)is stamped on the sprinkler deflector. 2. MANUFACTURER ,";' THE VIKING CORPORATION 210 N. Industrial Park Road Hastings, Michigan 49058, U.S.A. Telephone: (269)945-9501 Technical Services: (877)384-5464 Fax (269) 945-9599 " ` '. e-mail: techsvcs @vikingcorp.com 3. PRODUCT DESCRIPTION Viking Microfast®and MicrofastH Pe Quick Response Pendent Sprinklers are small thermosensitive glass bulb spray sprinklers available in various finishes, temperature ratings, and orifice sizes to meet design requirements.The special Poly finishes and Teflon®coatings can be used in decorative applications where colors are desired. In addition,these finishes have been investigated for installation in corrosive atmospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon®and Poly finishes as corrosion resistant.) The pip cap and sealing assembly of the sprinkler are held in place by the glass bulb operating element. During fire con- ditions, the heat-sensitive liquid in the glass bulb expands, causing the bulb 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. • 4. TECHNICAL DATA LISTINGS AND APPROVALS cULus Listed:Category VNIV FM Approved:Class 2020 Refer the Approval Chart on page 41 c and Design Criteria on page 41 d for cULus and FM approval requirements that must be followed. CHARACTERISTICS • 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(17,2 bar)for high-pressure systems.High-pressure(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 CI fart • Glass-bulb fluid temperature rated to-65'F (-55 °C) • Overall Length: Refer to the Approval Chart MATERIALS Frame Casting: Brass UNS-C84400 Deflector: Brass UNS-C51000 or Copper UNS-C19500 for Sprinklers 066628, 066668, 067658, and 12104. Copper UNS-C19500 for Sprinkler 12282. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 067188, 06720B, and 12290): Brass UNS-C36000 Note:Units of measure in parentheses may be approximations. Replaces page 41 a-b, dated November 18, 2005 (Reformatted, added Form No. F__081296 135°F temperature rating,and added CE approval for sprinkler 066663.) August 4,2006 Sprinkler 41 c MICROFAST®AND NIKING MicrofastHP0 TECHNICAL DATA QUICK RESPONSE PENDENT SPRINKLERS • Nominal Listings and Approvals3 Base Part Thread Size Overall Length Number' SIN K-Factor (Refer also to Design Criteria on page 41 d.) Era BSP ®metric2 Inches mm cULus4 FM5 NYC° VdS LPCB={ Standard 06652B 1-VK30 Q3111 15 mm 5.6 80,6 2-1/4 58 =M1'4X,B4Y A1X,B1Y® A4X C4X,D4Y52 C4X,D4Yt4 Lar•e Orifice 06656B VK352 IBM 20 mm 8.0 115,2 2-318 60 A3X,B3Y A2X,B2Y A3X,B3Y 0 -- E412 -- 12104 VK352 In 20 mm 8.0 115,2 2-1/4 58 067658 VK352 ® 15 mm 8.0 115,2 2-3/8 60 A3X,B3Y - A3X,B3Y IMO -- -- Small Orifices 0671889 VK329 ®15 mm 2.8 40,3 2-3/16 •A3X,B3Y A2X A3X,B3Y 0 -- 0672089 VK331 15 mm 60,5 2-114 A3X,B3Y -- A3X,B3Y® -_ -- 06932B VK331 10 mm ' 60,5 2-3/8 60 -- - -- - Maximum 250 PSI(17,2 bar)WWP Standard Orifice Nominal Listings and Approvals3 ass Part Thread Size Overall Length (Refer also to Design Criteria on page 41 d. Number' SIN K-Factor ( 9 ) Q� BSP metric2 Inches mm cULus4 FM NYC10 VdS LPCB C E 11111E1111 ‘. 12282 VK317 ® 15 mm 5.6 80,6 2-1/4 58 A3X,B3Y - A3X 0 - -- -- Maximum 250 PSI(17,2 bar)WWP Small Orifices 122909 VK342 Mil 15 mm ari 40,3 2-3/16 56 A3X,B3Y -- A3X m -- -- Approved Temperature Ratings Approved Escutcheons A-135°F(57°C),155°F(68°C),175°F(79°C), 200°F(93°C d 286°F(141°C) Approved Finish-- X-Standard surface-mounted escutcheon 44 135°F(57°C68°C),175°F(79°C), 1 -Brass,Chrome-Enloy°110MMEtaiS or the Viking Microfast® Model F-1 and 200°F(93°C) Black Poly Finish',and Black Teflon'" Adjustable Escutcheon" C-155°F(68°C),175°F(79'C),200°F(93°C), 2-Brass and Chrome-Enloy® .3- Standard surface-mounted escutch- and 286°F(141°C) 3 - Brass, Chrome-Enloy®, White Polyester7, eon or the Viking Microfast® Model 0-155°F(68 °C), 175°F (79°C), and 200°F Black Polyester7,and Black Teflon®7 F-1 Adjustable Escutcheon" or re- (93°C) 4- Brass, Chrome-Enloy®, White Poly Finish, cessed with the Viking Micro- E-155°F(68°C), 175°F(79°C),and 286 °F and Black Poly Finish matic® Mod-'C1,C E Recessed (141°C) Escutcheon F-155°F(6B°C) - Footnotes 'Base part number is shown.For complete part number,refer to Viking's current price schedule. 2 Metric K-factor shown is for use when pressure is measured in bar,Wnen pressure is measured in kPa,divide the metric K-factor shown by 10-0. 3This table shows the listings and approvals available at the time of printing.Check with the manufacturer for any additional approvals. 4 Listed by Underwriters Laboratories Inc.for use in the U.S. and Canada. SkM 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. 8 Accepted for use,City of New York Board of Standards and Appeals,Calendar Number 219-76-SA. 7 tutus Listed as corrosion resistant. a Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied,with hydraulically calculated wet systems only. 9 The sprinkler orifice is bushed. "Accepted for use,City of New York Department of Buildings,MEA 89-92-E,Vol XVI. 11The Viking Microfast®Model F-1 Adjustable Escutcheon is considered a surface-mounted escutcheon because it does not allow the fusible element of the sprinkler to be recessed behind the face of the wall or ceiling. 12(( 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. 1 j 14 MED Certified,Standard EN 12259-1,EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008, /1 August 4,2006 Sprinkler 41 e MICROFAST®AND )" NIKI g., j TECHNICAL DATA MicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS Ceiling Opening Size: 2-5/16"(59 mm)Minimum, 2-1/2_" (64 mm)Maximum. 2-1/8 . (54 mm) — <,: ;... ilia Wool mu�;�1 1l2" :;i iiii(15 mm) r.y.�a� NPT ir Io{ 2-1/4" ~ 1 /4" { � �� 1 1-314" (58 mm) �1 A (44,5 mm) 2" 1-1/2" (44,5 mm) ko (50,8 mm) 1111 (38,1 mm) > Maximum � Minimum Pendent Sprinkler 066628 Installed S 11 Pendent Sprinkler 066628 with a Standard 1/8"(3,1 mm) Pendent Sprinkler 066628 Surface-Mounted Escutcheon Installed with the Microfast® Model F-1 Adjustable Escutcheon Figure 3:Sprinkler Dimensions with i Standard Escutcheon and the Model F-1 Adjustable Escutcheon Ceiling Opening Size: 2-1/8" 2-5/16"(59 mm)Minimum, 2-1/8" (54 mm) 2-1/2"(64 mm)Maximum. (54 mm) 1-3/4" 1-1/8"(28,6 mm) ET:28� M m ,6 mm) (44,5 min) Maximum _- i (50,8 mm) IL Minimum Maximum _-- t Pendent Sprinkler 066628 Installed with the Micromatic® Pendent Sprinkler 066628 Model E-1 Recessed Escutcheon Installed with the Micromatic5 _ _ _ Model E-2 Recessed Escutcheon Figure 4:Sprinkler Dimensions with the Model 8.1 and E-2 Recessed Escutcheons a February 11, 2005 Sprinkler 140 j ® FREEDOM' RESIDENTIAL TECHNICAL DATA PEN DENT SPRINKLER SIN VK436 (5.2 K-FACTOR) Nominal K-Factor:5.2 U.S.(7,5 metric*) 5. INSTALLATION .----,, _ *Metric K-Factor shown is for use when pressure is measured in kPa.When pressure is measured in ; WARNING: Viking residential spit- ,- , „„ BAR,multiply the metric K-Factor shown by 10.0. klers are to be installed in accor- ,,,.`fi Overall Length:2-1/4"(57 mm) dance with the latest Viking technical d �""' SPRINKLER MATERIALS Frame: Brass Castings UNS-C84400 data, the latest edition of applicable { 1-' s ' g standards of the National Fire Protec-Deflector: Brass UNS-C51000 t tion Association and any othersimilar Bulb: Glass, nominal 3 mm diameter l Authorities Having Jurisdiction, and Belleville Spring Sealing Assembly: ' also with provisions of governmental Nickel Alloy, coated on both sides i codes, ordinances, and standards i with Teflon Tape whenever applicable. b Compression Screw:Brass UNS-C36000 Final approval and acceptance of `' -- ,.,-, Pip Cap and Insert Assembly: Copper all residential sprinkler installa- UNS-C11000 and Stainless Steel 1.PRODUCT NAME UNS-S30400 tions must be obtained from the Authorities Having Jurisdiction. Viking FreedomTM Residential Pendent 4.ACCESSORIES Sprinkler SIN VK436t Sprinkler Cabinets: When using Viking Residential Sprinkler • Sprinkler Base Part Number 12166 A. Six-heed capacity: Part No.01724A SIN VK436 for systems designed to • Available since 2003 B. TOelve-head capacity: Part No. NFPA 13D or NFPA 13R, apply the tThe Sprinkler Identification Number (SIN) is 01725A listed areas of coverage and minimum water supply requirements shown in the stamped on the sprinkler deflector. Available since 1971. Sprinkler Wrenches: approval chart on page 140 k. 2.MANUFACTURER A. Standard wrench: Part Number Eor_s_ys_-i• •• '.•-• • . '.,8_1_31 The The Viking Corporation 10896W/B(available since 2000) number of design sprinklers is to be the 210 N. Industrial Park Road B. Wrench for coated and recessed four contiguous most hydraulically de- Hastings, Michigan 49058, USA sprinklers: Part Number 07398W** manding sprinklers. The minimum re- Telephone: (269)945 9501 (available since 1990) or Part No. quired discharge from each of the four (877)384-5464 12144W/B**, available since 2003. sprinklers is to be the greater of the fol- Fax: (269)945-9599 NOTE: Recessed pendent sprin- lowing: e-mail:techsvcs @vikingcorp.com klers with protective caps must • The flow rates given in the approval 3.TECHNICAL DATA use wrench 12144W/B. chart on data page 140 k for NFPA Glass-bulb fluid temperature rated to **A W ratchet is required(not available from Vi- 13D and NFPAI3R applications for -65°F (-55°C). king). each listed maximum area of cover- Rated to 175 psi(1 207 kPa)waterwork- Refer to the "Sprinkler Accessories", age,Qr ing pressure. section of the Viking Engineering and . A minimum discharge of 0.1 gpm/sq. Factory tested hydrostatically to 500 psi Design Data book for information on (3 448 kPa). sprinkler accessories. ft.over the"design area"consisting of Testing: U.S.A. Patent No.4,831,870 the four contiguous most hydraulically g demanding sprinklers for the coverage Thread Size: %2'(15 mm) NPT areas being protected by the four Sprinkler Nominal Sprinkler sprinklers. NOTE: The As = S x L. Temperature Temperature Rating2 Maximum Ambient 1 Bulb method must be used to determine the Ceiling Temperature • Color Classification__, _ (Fusing Point)__ __ _ sprinkler protection area of coverage Ordinary _ 155°FS68°CZ L _100°F(38°C) L Red per NFPA 13. Intermediate 175°F(79°C) 150°F_(65°C_1 Yellow Refer to the "Viking Residential _Sprinkler Finishes:Brass,Chrome-Enloy®Jpatents pending),White, and Black Sprinkler Installation Guide" pages Footnotes (i-iv) for general care, installation, 1 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and and maintenance information. other requirements of the Authority Having Jurisdiction.Refer to specific installation stan- dards. 2 The sprinkler temperature rating is stamped on the deflector. Table 1 • Note: Units of measure in parentheses Replaces page 140 j-m,dated March 12,2004(added NSF Certification). Refer to resi- may be approximations. dential sprinkler technical data page(i-iv)for general care,installation,and main- Form No. F_081202 tenance information. February 11, 2005 Sprinkler 140 I Num ® FREEDOM' RESIDENTIAL TECHNICAL DATA PENDENT SPRINKLER SIN VK436 (52 K-FACTOR) BEAM CEILING GUIDELINES Viking Residential Pendent Sprinkler SIN VK436 is UUC-UL Listed for installation in residential occupancies with beam ceilings(with horizontal ceilings only).Refer to the Approval Chart for sprinkler areas of coverage and hydraulic design. Sprinkler Location:Locate sprinklers on the underside of the beams(not in the bays or pockets formed by the beams).Refer to Figures 2A and 2B below.The vertical distance from the sprinkler deflector to the bottom of the primary beam must be between 1-1/8 and 1-3/4"(29 to 45 mm).The horizontal distance from the centerline of the sprinkler to the primary beam cannot be more than 2"(51 mm)(Figure 2A). NOTE:Consult with a structural engineer before drilling beams to allow the installation of sprinkler drops.Where drilling is not permitted,sprin- kler position requirements allow for the sprinkler drop to be placed adjacent to the primary beam. Beam Position:Directly attached to the underside of a combustible or non-combustible smooth ceiling of any height. Beam Size and Shape(Cross section): • Depth:Maximum 14"(356 mm)for primary beams.Secondary beam depth cannot be greater than the primary beam. • Width:Unlimited. • Beam Shape:Rectangular to circular. Beam Types:Combustible or non-combustible,solid surface,solid or hollow core. Beam Spacing: - - - -- - \\ - ----- - - - --- --- - -- A.For primary beams,the distance from the wall to the cen ter of the nearest primary beam must be at least 3'-4"(1,0 m),and not more than one-half the listed sprinkler spacing.Note:Sprinklers may not be required to be located in the first beam nearest the wall.Center-to-center distance between primary beams is to be a maximum of 20'-0"(6,1 m).Refer to Figure 3A. B.When beam pockets created by the primary beams exceed 20'-0"(6,1 m)in length,secondary beams are required as follows(also refer to Figure 3B): 1.Secondary beam depth must be equal to primary beam depth. 2.Secondary beams must be placed so that the bays formed by the primary beams do not exceed 20'-0"(6,1 m)in length.. C.When primary beam spans do not exceed 20'-0"(6,1 m),secondary beams(not required) may have any distance from wall to nearest secondary beam and any distance center to center between secondary beams.Refer to Figure 3C. - -- r } — -- Lintels:Must be present over doorways exiting the compartment.Lintel height must be at least 8"(203 mm),or at least the depth of the primary beams,whichever is greater. Beam and Soffit Arrangements:If a soffit is installed,beams may be arranged within the soffit.The cross section of the soffit may be any size, provided it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers.Where there is a soffit,beam spacing from the wall is to be measured from the face of the soffit rather than the wall.Refer to Figure 3D.NOTE:The sprinkler area I of coverage is to be measured from the wall. Definitions • Primary beams:The main beams that run primarily in one direction. • Secondary beams:The beams that run perpendicular to the main beams. Table 2 1111 I'�-II S 1-1/8"(29 mm)Min. 1-3/4"(45 mm)Max. .% Viking Residential N- Viking Residential Pendent Sprinkler F Pendent Sprinkler SIN VK436 Maximum'/z SIN VK436 Beam Width Plus 2"(50,8 mm) } � I Figures 2A and 2B: Sprinkler Positioning Under Primary Beams March 4, 1999 Check Valve 803 a NIKINGTECHNICAL DATA SWING CHECK VALVE m � - 4.TECHNICAL DATA Table 1 *_` -'r For listings and approvals, see the• approval chart below. size Inlet outlet Fiction Shipping Part Rated to 250 psi(1 724 kPa)waterwork valve Type Type Loss• Weight No. 2-1/2" 6 ft. 16 lbs work- ing pressure. 65 mm) Groove Groove (1,8 m) (7 kg) 05497C Ae W .,, Factory tested hydrostatically to 500 psl . f� (3 447 kPa). 3 Flange Flange Not Available Standard flanged connections (80 mm) g g ANSI B16.42 Class 150 3" 10 ft. 20 lbs (Mates with ANSI Class 125 (80 mm) Groove Groove (3,1 m) (9 kg) 08536 � +r and Class 150 flanges). 4 Flange Flange 13 ft. 47 lbs 08538 ' Systems with water working pres- (100 mm) g g (4,0 nil (21 kg) �: , 44:e* sures above 175 psi (1 207 kPa) 4" 13 ft. 27 lbs. may require extra-heavy pattern fit- (100 mm) Groove Groove (4,0 m) (12 kg) 08539 tings. Viking Swing Check Valve 6" 20 ft. 75 lbs. - f+ flanges are Ductile Iron ANSI (150 mm) Flange Flange (6,0 m) (34 kg) 08542 816.42 Class 150 with a maximum 6" 20 ft. 51 lbs. - t;' water working pressure of 250 psi. (150 mm) Groove Groove (6,0 m) (23 kg) 08543 ANSI B16.42 Class 150 flanges are 8" 23 ft. 135 lbs. not compatible with ANSI Class 250 (200 mm) Flange Flange (7,0 m) (61 kg) 08546 or Class 300 flanges. To mate the 8" 23 ft. 106 lbs. Viking Swing Check Valve with (200 mm) Groove Groover(7,0 m) (48 kg) 08547 ANSI Class 250 or Class 300 'Expressed in equivalent length of schedule 40 flanges, use the grooved-in- pipe based on Hazen&Williams formula C=120. let/grooved-outlet style installed 1. PRODUCT NAME with listed grooved/flanged adapt- Viking Swing Check Valves are available out- 7 Viking Swing Check Valve ers of the appropriate pressure rat- side of North America with flanges drilled Model D-1: 2-1/2" (65 mm) ing. For piping with grooved con- according to European PNlo specifications or Available since 1992. nections, the grooved-in- Table Especifications. Contact manufacturer Model G-1:3" (80 mm), 4" (100 mm), let/grooved-outlet style Swing for availability. 6" (150 mm), and 8" (200 mm) Check Valve may be installed with Available since 1994. listed grooved couplings of the ap- 3. Rubber-faced clapper hinged to ac- propriate pressure rating. cess cover for quick removal and 2. MANUFACTURER q The Viking Corporation Standard Grooved connections: easy servicing. All moving parts can 210 N. Industrial Park Road ANSI/AWWA C606 be serviced without removing the Hastings, Michigan 49058, U.S.A. Tapped Bosses: valve from the installed position. Telephone: (616) 945-9501 Two 1/2" (15 mm)NPT: 4.With the cover/clapper assembly re- (877) 384-5464 Model D-1:2-1/2"(65 mm) moved, the clapper rubber replace- Pax: (616) 945-9599 Model 3-1:3"(80 mm) and ment requires removal of only one 4"(100 mm e-mail: techsvcs @vikingcorp.com : screw. 3. PRODUCT DESCRIPTION Two 3/4" (20 mm) NPT: 5. Can be installed vertically or horizon- 3. G-1:6" (150 mm) and 8" (200 tally. The Viking Swing Check Valve is a gen- mm) 6.AVAILABILITY AND SERVICE eral purpose rubber-faced check valve Viking Swing Check Valve The Viking Check Valve and accesso- approved for use in fire-service sys- Approval Chart ries are available through a network of tems. UL1 C-UL2 FM NYC3 domestic, Canadian, and international The Swing Check Valve is manufac- Yes Yes Yes Yes distributors.See the Yellow Pages of the tured with a ductile iron body,brass seat, 1 UL listed Guide No.HMER telephone directory for a local distributor and a rubber-faced clapper assembly, 2 Listed by Underwriters Laboratories Inc.for use in (listed under "Sprinklers Automatic hinged to a removable access cover for Canada easy inspection and maintenance. 3 Accepted for use,City of New York Department of Fire")or contact The Viking Corporation. The valve may be installed vertically or Buildings,MEAa9-e2-E,voi XI. Viking technical data may be found on horizontally. For availability of flanged- Material Standards: The Viking Corporation's Web site at flanged and grooved-grooved options, (Refer to Figure 1 on page 803 c.) httsite mw.vi dude rp.com, refer to Table 1.Tapped openings (with The Web site may include a data page. cent plugs) and gauge connections are pro 5. FEATURES edition of this technical data page. vided on both the inlet and outlet cham- 1. Ductile•iron body for less weight and extra strength. 7.GUARANTEES hers of the valve. 2. Rated to 250 psi (1 724 kPa) water For details of warranty, refer to ViKing's working pressure. current list price schedule or contact The Viking Corporation directly. Form No F_102688 Replaces page 803 a-d, dated March 10,1998 (updated clapper screw length). March 4, 1999 Check Valve 803 c e , NIKING TECHNICAL DATA SWING CHECK VALVE - B -` -C i ( 1 'T-- 1 SIZE A B C D E F* G** ♦ \ ® 1E 2-1/2" 9" 4-1/2" 2-5/8" 2" 2" Fig FIg IIIti III _-__-l- (65mm) (228,6) (114,3) (66,7) (50,8) (50,8) Not Available 0 0 1�♦• wIII�I�0 3" 9-1/2" 4-3/4" 2-3/4" 2" 2" Flg-FIg wee (241,3) (120,7) (69,9) (50,8) (50,8) Not Available 1�� F W ,, 0 4" 10-5/8"5-3/16"3-3/8" 2-1/8" 2-1/4" 9" 15/16" e1 (100mm) (269,9) (131,8) (85,7) (54,0) (57,2) (228,6) (23,81) �I SeoIP'm"':har I i O 6" 13-5/8" 6-3/4" 4-3/8" 2-1/4" 2-1/4" 11" 1" :_; 11 vale I �1 9 A (150mm) (346,1) (171,5) (111,1) .(57,2) (57,2) (279,4) (25,4) ali i� all vulvas ii r ... � 8" 17" 8-3/4" 5-3/8" 2-1/2" 2-7Je" 13-1/2" 1-1/8" • iiiiaramMarWL-.... ,.. _ 12 (200mm) (431,8) (222,3)1 136,5) (63,5) (73,0) 342,9 28,58 � \� "� Dimensions shown in parentheses are millimeter. © i=s i Ii�III- ---- * For availability of Flanged-Flanged or Grooved-Grooved `��"��` - - �` f options, refer to Table 1. - •** --� ` ! `-_O ** 4", 6", and 8" valves are manufactured with sculptured flanges, -* ` Dimension indicates thickness of flange at bolt holes. `�--� Figure 1 1 F* -I Viking Swing Check Valve Part Numbers No. Req'd Item 2-1/2" 3" 4" 6" 1 8" Description Material 2-1C2„ 3„14„16„ 8" No. (65 mm) (80 mm) (100 mm) (150 mm)I(200 mm) _ 1 -- -- -- -- __ Body Ductile Iron,AS A536(65-45-12) 1 1 1- 1 1 E-Coated HSLA Steel,A715 and 1 1 1 1 1 } 2 09944 09945 09946 09947 09948 Cover Assembly Stainless Steel, UNS S30400 3 None Bushing_ Lubricomp 189 Ryton 2 2 2 2 0 4 05355A 05355A04900A 04991A 05334A Clapper Hinge Pin Stainless Steel,UNS-S30400 1 1 1 1 1 5 05445A 05445A05445A 05445A 05369A Hinge Pin Retaining Ring ' Stainless Steel,UNS-S15700 2 _ 2 2 2 2 • Clapper Hex Jam Nut#10-24 UNC''Stainless Steel,UNS-S30400 1 0 0 0 ' 0 6 • • Clapper Hex Jam Nut 3/8"-16 UNC Stainless Steel,UNS-S30400 0 1 1 0 0 _ • • Clapper Hex Jam Nut 1/2"-13 UNC Stainless Steel,UNS-S30400 0 0 0 1 1 7 - •• Sealing Washer EPDM and Stainless Steel 1 1 1 1 1 8 Clapper Teflon Coated HR Steel,UNS-G1018 1 1 1 1 1 9 05360B 05348 06109E 058018 08075 Clapper Rubber EPDM 1 1 1 1 1 10 05361 B 08552 06110B 08553 08076 Clapper Rubber Retainer Stainless Steel,UNS-S30400 1 1 1 1 1 H.H.C.Screw Stainless Steel,UNS-S30400 1 0 0 0 0 #10-24 UNC x 1/2"(12,7 mm)Lg Screw, Button Head,Socket • Stainless Steel,UNS-S30400 0 1 1 0 0• 3/8-24 UNF x1/2"(12,7)Lg. - 11 Screw,Button Head,Socket, 10308 1/2"-20 UNF x 3/4"(19,0 mm_) Lam. Stainless Steel, UNS-S30400 0 0 0 1 0 10686 Screw, Button Head, Socket, Stainless Steel,UNS-S30400 0 0 0 0 1 1/2"-20 UNF x 7/8"(22,2 mm)Lg. 12 -- -- -- -- -- ' Seat Brass,UNS-C84400 1 _ 1 1 1 1 13 05354B 053548.046498 04992B 05339C Cover Gasket SBR Rubber 1 1 1 1 1 H.H.C.Screw Steel,Zinc Plated 4 4 6 0 0 01517A 01517A 01517A 3/8"-16 UNC x 344"(19,0 mm)Lq. _ - H.H.C.Screw - Steel,Zinc Plated 0 0 0 6 0 14 04993A 1/2"-13 UNC x 7/8"(22,2 mm)Lg. - H.H.C.Screw 01922A „-11 UNC x 1-1/4"(31,8 rrm)Lg. Steel,Zinc Plated 0 0 0 0 6 __ -- -1/2"(15 mm) NPT Pipe Plug Steel 2 2 2 0 0-- 15 -- -- 3/4"(20 mm)NPT Pipe Plug Steel 0 1 0 _ 0 2 2- - Indicates part is not available 1romThe Viking Corporation. • Indicates part is available in a Sub-Assembly only--see Sub-Assembly list below. Item Nos. 2-1/2" 3" 4" 6" 8" SUB-ASSEMBLIES AVAILABLE 2-11 09939 09940 09941 09942 09943 Cover/Clapper Assembly 38-11 _054998 08554 08555 , 08556 08521 Clapper Assembly 6,7, 06343A 08558 08559 08560 08525 Clapper Rubber Kit 9-11 ' 6,7,11 08819 _ Clapper Screw,Sealing Washer,Nut Assembly 6,7,11 08735 08735 08736 10309 Clapper Screw,Sealing Washer,Nut Assembly - _ GUARDIAN FIRE EQUIPMENT,INC. MIAMI, FL DETAIL AND SUBMITTAL SHEET [(L.,„ � .l' Ph.800.327.6584•Fax 800.827.3869 6300 Series - Fire Dept'. Inlet Connections - Bodies Project/Location: Date: Architect/Engineer: Qty: Contractor: El Appropriate Selection Used as auxiliary connections through which the fire department can pump water to supplement existing water supplies. Provides 250 GPM flow (minimum), per •■■• 21/2' inlet. 4____,• ■I •'• j Two and three-way- inlet connections feature clappered brass bodies (straight or angle pattern), with female hose thread swivel inlets and female outlets. Cast B brass construction, standard. s314 Two and Three-Way Connections B Model No ` Outlet Size , Clappers I A I B ----F --Tr ii 6314* Back 4"x 2'/2"x 21/2" 1 51/2" 8'/a" T- ❑6315* _ Angle 4"x 21/2"x 2'/2" 1 8'/e" 53/4" A • CD-11. El 6324 Back 4"x 2'/2"x 21/2" 2 7'/4" 10'/z" 1 •0 ❑6325 Angle 4"x 2'/2"x 21/2" 2 8'/4" 101/2" 6315 • ❑6326 Back 6"x 21/2"x 21/2" 2 71/4" 101/2" ❑6327 Angle 6"x 21/2"x 21/2" 2 10" 10'/2" ❑6334 Back 4"x 2'/z"x 21/2"x 21/2" 3 101/2" 133/4" ❑6335 Angle 4"x 21/2"X 2112"x 2'/2" 3 _ 111/2" 14'/2" A x 2-1/27 ❑6336 Back 6"x 2'/z"x 21/2"x 21/2" 3 101/2" 133/4" ❑6337 Angle 6"x 21/2"x 2'/2"x 2'/z" 3 111/2" 14'/2" B Body Lettering 6324/6326 ❑AUTO SPKR ❑STANDPIPE ❑Blank(unlettered) e *Auto Spkr lettering only Optional Finish:❑-B Polished Brass Threads: . A ❑-C Rough Chrome Plated ❑NST 1 •*I%Ar ❑-D Polished Chrome Plated ❑Other • lip 6325/6327 Plugs with Chains and Break Caps-Used to keep fire dept. inlet connections free of debris and � .protect female threads. Plugs with Chains Break Caps . A �Model No.I Size Type n4 Model No.I Size I Type � 1 ❑ 6404 2'/z" Brass y ❑ 6406 ® Aluminum B Optional Finish: `` ❑ 6407 ® Plastic 6334/6336 ❑-B Polished -C Rough Chrome Plated Threads: Adjustable Plugs B 0-D Polished Chrome Plated 0 NST Model No:I Size I Type ❑Other ❑ 6408 ® Aluminum ❑ 6409 ® Plastic A • riff 6335/6337 Contact factory for current listings and approvals , , BELLS I POTTERPBA-AC & PBD-DC r The Symbol of Protection UL Listed Sizes Available:6"(150mm),8"(200mm)and 10"(250mm) Voltages Available: 24VAC 120VAC 12VDC(10.2 to 15.6)Polarized 24VDC(20.4 to 31.2)Polarized Service Use Fire Alarm General Signaling BurglarAlarm • Environment: Indoor or outdoor use(See Note 1) -40°to 150°F(-40°to 66°C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on \ a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 15 00001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE CURRENT TYPICAL dB MINIMUM dB INCHES VOLTAGE MODEL NO. STOCK NO. (MAX.) AT 10 FT. AT 10 FT. (mm) (3m)(2) (3m)(1) 6(150) 12VDC PBD126 1706012 .12A 85 76 6(200) 12VDC P80128 1708012 .12A 90 77 10(250) 12VDC P601210 1710012 .12A 92 78 6(150) 24V06 P80246 1706024 .06A 87 77 8(200) 24VDC P80248 1708024 .06A 91 79 10(250) 24V0C P802410 1710024 084 94 80 6(150) 24VAC P84246 1806024 .17A 91 78 8(200) 24VA6 PBA248 1808024 .17A 94 77 4 10(250) 24VAC PBA2410 1810024 .17A 94 78 -,I (150) 120VAC P841206 1806120 .05A 92 83 8(200) 120VAC P8A1208 1808120 .054 99 84 ''` 10(250) 120VAC PBA12010 1810120 .05A 99 86 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is-30°to 150°F(-34°to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company•2081 Craig Road,St.Louis,MO,63146-4161•Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA MKT.#8850001-REVS PAGE 1 OF 2 MFG.#5400776-5/05 , VS rs" VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL,ULCand CSFMListed,FMandLPCBApproved,NYMEA . Accepted,CE Marked --- Service Pressure: Up to 450 PSI(31 BAR) Minimum Flow Rate forAlarm:10 GPM(38 LPM) .. Maximum Surge: 18 FPS(5,5 m/s) Contact Ratings: Two sets of SPDT(Form C) . 15.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive •;, Conduit Entrances: Two knockouts provided for 1/2"conduit T e t Environmental Specifications: �.` i • Suitable for indoor or outdoor use with factory installed g gasket and die-cast housing. til • NEMA 4/IP54 Rated Enclosure-use with appropriate 44‘0.,„„e*: # conduit fitting. " r"` • Temperature Range: 40°F/120°F, 4,5°C/49°C • Non-corrosive sleeve factory installed in saddle. ^•- -+ Caution:This device is not intended for applications in explosive I a environments. t Sizes Available: Steel Pipe schedules 10 thru 40,sizes 2"thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR-CF. Service Use: Automatic Sprinkler NFPA-13 U.S. Pat. No. 3921989 One or two family dwelling NFPA-13D Canadian Pat. No. 1009680 2/1/7 Residential occupancy up to four stories NFPA-13R Other Patents Pending National Fire Alarm Code NFPA-72 Potter Electric, Rd., 1990 Optional: Cover Tamper Switch Kit,Stock No.0090018 GENERAL INFORMATION INSTALLATION: See Fig.2 The Model VSR-F is a vane type waterflow switch for use on These devices may be mounted on horizontal or vertical pipe. wet sprinkler systems. It is UL Listed and FM Approved for On horizontal pipe they should be installed on the top side of the use on steel pipe; schedules 10 through 40, sizes 2" thru 8" pipe where they will be accessible. The units should not be in- (50mm thru 200mm). stalled within 6"(15cm)of a fitting which changes the direction of LPC approved sizes are 2" thru 8" (50mm thru 200mm). the waterflow or within 24" (60 cm) of a valve or drain._ _ The unit may also be used as a sectional waterflow detector Drain the system and drill a hole in the pipe using a circular saw on large systems. in a slow speed drill.The 2"(50mm)and 2 1/2"(65mm)devices require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm The unit contains two single pole, double throw, snap action ±2mm).All other sizes require a hole with a diameter of2" ±1/8" switches and an adjustable, instantly recycling pneumatic re- (50mm 4.2mm). tard. The switches are actuated when a flow of 10 gallons per Clean the inside pipe of all growth or other material for a dis- The (38 LPM) or more occurs downstream of the device. P P 9 The flow condition must exist for a period of time necessary to tance equal to the pipe diameter on either side of the hole. overcome the selected retard period. Roll the vane so that it may be inserted into the hole;do not bend ENCLOSURE: The unit is enclosed in a general purpose, die- or crease it. Insert the vane so that the arrow on the saddle cast housing.The cover is held in place with two tamper resis points in the direction of the waterflow. Install the saddle strap tant screws which require a special key for removal. A field in and tighten nuts alternately to an eventual 50 ft-lbs. (68 n-m)of stallable cover tamper switch is available as an option which torque(see Fig.2).The vane must not rub the inside of the pipe may be used to indicate unauthorized removal of the cover. See or bind in any way. bulletin no. 5400775 for installation instructions of this switch. Specifications subject to change without notice. Potter Electric Signal Company•2081 Craig Road,St.Louis,MO,63146-4161•Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com MIN PRINTED IN USA MKT.#8800001-REV W PAGE 1 OF 2 MFG.#5400761-7/02 tqca I Fire & Building Products rapid response HOME FIRE SPRINKLER SYSTEM Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Technical Description Data Tyco Fire&Building Products (TFBP) Sizes 7l BlazeMaster CPVC Pipe and Fittings 3/4"to 3" are designed exclusively for use in wet pipe automatic fire sprinkler systems. Maximum Working Pressure H They are made from a specially devel- oped 175 psi ' thermoplastic compound corn- Approvals posed of post chlorinated polyvinyl' UL, FM, CUL, NSF, Dade County, a chloride(CPVC) resin and state of the LPCB,MEA,and the City of Los Ange- art additives. TFBP BlazeMaster les. (Refer to IH-1900, Rev. 0, Janu-CPVC products are easier to install ary 2005 "Installation Instruction & ` than traditional steel pipe systems, Technical Handbook" for exact list- , • and at the same time,provide superior ing/approval information.) r r ,i heat resistance and strength as corn- Manufacture Source pared to traditional CPVC and PVC U.S.A. piping materials used in the plumbing trade. Various adapters are available Material to connect CPVC pipe to metallic pip- Pipe:ASTM F442, SDR 13.5 •ing. All female pipe thread adapters have brass inserts for durability. • Fittings: ASTM F438 (Sch. 40) and Grooved adapters connect directly to ASTM F439(Sch.80),ASTM F1970 grooved end valves and metallic pipe, with flexible grooved end couplings. Color Orange WARNING Tyco Fire&Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. BlazeMastero is a registered trademark of Noveon IP Holding Corp. Page 1 of 6 JANUARY, 2006 TFP1915 TFP1915 Page 3 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE (T/O� SCHD. (lb.) TEE 80000 3/4" 5/8" 40 0.11 TIC 80001 1" 11/16" 40 0.19 J.,f_ 80002 1-1/4" 7/8" 40 0.26 -ii- 80003 1-1/2" 1-1/16" 80 0.51 1111.1.11. 80004 2" 1-3/8" 80 0.90 80005 2-1/2" 1-9/16" 80 1.59 TAD •■ T/O 80006 3" 1-13/16" 80 2.41 XxYxZ X Y Z 80132 3/4"x 3/4"x 1" 3/4" 3/4" 5/8" 40 0.14 80133 1"x 3/4"x 3/4" 9/16" 9/16" 3/4" 40 0.14 80134 1"x 3/4"x 1" 3/4" 11/16" 3/4" 40 0.17 80260 1"x 1"x 3/4" 5/8" 5/8" 13/16" 40 0.16 80135 1-1/4"x1"x 3/4" 5/8" 5/8" 15/16" 40 0.21 80136 1-1/4"x 1"x 1" 3/4" 3/4" 15/16" 40 0.22 80137 1-1/4"x 1"x 1-1/4" 15/16" 15/16" 7/8" 40 0.26 REDUCING TEE 80261 1-1/4"x 1-1/4"x 3/4" 5/8" 5/8" 7/8" 40 0.23 80262 1-1/4"x 1-1/4"x 1" 3/4" 3/4" 7/8" 40 0.26 Z 80138 1-1/4"x 1-1/4"x 1-1/2" 1" 1" 1" 80 0.43 JLWO 80140 1-1/2"x 1-1/4"x 3/4" 9/16" 9/16" 1" 80 0.36 80141 1-1/2"x 1-1/4"x 1" 9/16" 9/16" 1-1/16" 80 0.38 80263 1-112"x 1-1/2"x 3/4" 9/16" 9/16" 1" 80 0.36 X 80264 1-1/2"x 1-1/2"x 1" 9/16" 9/16" 1-1/16" 80 0.38 ..-.��I'� Y 80275 1-1/2"x 1-1/2"x 1-1/4" 7/8" 7/8" 1" 80 0.45 TIC •• TIC 80265 2"x 2"x 3/4" 3/4" 3/4" 1-3/8" 80 0.61 80266 2"x 2"x 1" 7/8" 7/8" 1-3/8" 80 0.66 80274 2"x 2"x 1-1/4" 1-1/16" 1-1/16" 1-3/8" 80 0.74 80267 2"x 2"x 1-1/2" 1-1/8" 1-1/8" 1-3/8" 80 0.78 80271 2-1/2"x 2-1/2"x 1" 1-9/16" 1-9/16" 1-9/16" 80 1.43 80272 2-1/2"x 2-1/2"x 1-1/4" 1-9/16" 1-9/16" 1-9/16" 80 1.46 80273 2-1/2"x 2-1/2"x 1-1/2" 1-9/16" 1-9/16" 1-9/16" 80 1.48 80276 2-1/2"x 2-1/2"x 2" 1-9/16" 1-9/16" 1-9/16" 80 1.50 80270 3"x 3"x 1-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.28 80268 3"x 3"x 2" 1-13/16" 1-13/16" 1-3/4" 80 2.25 80269 3"x 3"x 2-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.44 CROSS&REDUCING CROSS 80009 3/4" 9/16" 40 0.13 80010 1" 11/16" 40 0.23 �„ -- T/O 80011 1-1/4" 15/16" 40 0.34 �ii11.■ 80012 1-1/2" 1-1/16" 80 0.67 -111111-■ 80013 2" 1-5/16" 80 1.00 Ilj 80014 2-1/2" 1-9/16" 80 1.91 au T/O 80008 3" 1-13/16" 80 2.89 TIC ■■ T/O 80015 1"x 1"x 3/4"x 3/4" 7/8" 40 0.28 90°ELBOW& 80025 3/4" 5/8" 40 0.09 REDUCING ELBOW 80026 1" 3/4" 40 0.14 80027 1-1/4" 7/8" 40 0.21 X 80028 1-1/2" 1-1/16" 80 0.40 j.■i T!O 80029 2" 1-5/16" 80 0.79 .� 80030 2-1/2" 1-9/16" 80 1.14 !'a- 80031 3" 1-13/16" 80 1.82 -•:�••Y XxY X Y TIC 80032 1"x 3/4" 11/16" 13/16" 40 0.16 FIGURE 2-FITTING DIMENSIONS(Part'I of 4) • TFP1915 Page 5 of 6 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER (T/O) (lb.) SPRINKLER HEAD ADAPTER 80175E 3/4"x 1/2"NPT 7/16" 80 0.20 80176E 1"x 1/2"NPT 7/16" 80 0.22 �I� �,."w` 80175WL 3/4"x 1/2"NPT 7/16" 40 0.16 80179 1"x 3/4"NPT 13/16" 40 0.43 — T/O SPRINKLER HEAD ADAPTER ��""` 80175W 3/4"x 1/2"NPT 1/2" 40 0.19 80176W 1"x 1/2"NPT 1/2" 40 0.18 — T/O SPRINKLER HEAD ADAPTER(SPIGOT) jir 80177L 3/4"x 1/2"NPT 1/2" 40 0.16 80178 1"x 1/2"NPT 9/16" 40 0.20 ��i1"=' 80180 1"x 3/4"NPT 7/8" 40 0.40 —I T/O FEMALE ADAPTER rill' 80142 3/4"x 3/4"NPT 13/16" 40 0.41 80145 1'x 1"NPT 7/8" 40 0.63 80146 1-1/4"x 1-1/4"NPT 1-1/8" 40 1.03 80147 1-1/2"x 1-1/2"NPT 1-3/8" 80 1.42 iiiAnw=:-\\\ 80148 2"x 2"NPT 1-11/16" 80 2.66 T/O MALE ADAPTER iiiiiii 80157 3/4"x 3/4"NPT 1-5/16" 40 0.33 80158 1'x 1"NPT 1-3/8" 40 0.56 T/O XxYxZ X Y Z SPRINKLER HEAD 80250 3/4"x 3/4"x 1/2"NPT 9/16" 9/16" 1" 40 0.22 ADAPTER TEE Z 80251 1"x 1"x 1/2"NPT 11/16" 11/16" 1-3/16" 40 0.29 ;_:`, T/O 80249 1"x 1"x 1"NPT 15/16" 15/16" 1-9/16" 40 0.73 Ik-11 „' -- 80256 1-1/4"x 1"x 1/2"NPT 7/16" 9/16" 1-5/16" 40 0.30 . =111111- 80252 1-1/4"x 1-1/4"x 1/2"NPT 7/16" 7/16" 1-5/16" 40 0.31 X _MR-Y 80257 1-1/2"x 1-1/4"x 1/2"NPT 1/2" 11/16" 1-7/16" 80 0.43 ■ ���� 80254 1-1/2"x 1-1/2"x 1/2"NPT 1/2" 1/2" 1-7/16" 80 0.46 T/O •• T/O 80258 2"x 1-1/2"x 1/2"NPT 1/2" 5/8" 1-11/16" 80 0.56 80253 2"x 2"x 1/2"NPT 1/2" 1/2" 1-11/16" 80 0.62 FIGURE 2—FITTING DIMENSIONS(Part 3 of 4) • Tire Data Sheet 101 Fire F'roduct5 Cat lion of Anvil International MM. Ilimemmul k. APPROVED For listing/approval°elatls corbel ycurAnvllSlar Representative Rigid The SPFTM Model C-4 Rigid Coupling is our standard coupling and is designed for rigid piping applications. The C-4 is specially designed to provide a rigid, locked-in pipe connection to meet the specific demands of rigid design steel pipe. OM Specific s: • Housing: Grade "E" EPDM (Green color code) NSF 61 Certified Ductile Iron conforming to ASTM A-536, Grade 65-45-12 Service Temperature Range:-30°F to+230°F(-34°C to+110°C) Coatings: Recommended for water service,diluted acids,alkaline solutions, oil-free air and many chemical services. Rust inhibiting lead-free paint NOT FOR USE IN PETROLEUM APPLICATIONS. Color:Orange(standard) Hot Dipped Zinc Galvanized(optional) Grade "T" Nitrite (Orange color code) For other coating requirements contact an AnvilStar Representative. Service Temperature Range:-20°F to+180°F(-29°C to+82°C) Recommended for petroleum applications,air with oil vapors, ANSI Bolts and Heavy Hex Nuts: vegetable and mineral oils. Heat treated, oval-neck track head bolts conforming to ASTM NOT FOR USE IN HOT WATER OR HOT AIR. A-183 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM Gasket Type: (Specify) A-563 Grade A or Grade B, or J995 Grade 2. Bolts and nuts Standard"C"Style are provided zinc electroplated as standard. Flush Gap (11/4" - 8") Stainless Steel Bolts and Nuts are also available. Contact an AnvilStar Representative for more Information. • Metric Bolts and Heavy Hex Nuts: Heat treated,zinc electroplated oval-neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. • Gaskets: Materials (Specify when ordering) Flush gap gasket available Properties as designated by ASTM D-2000. Pre-Lubricated "C" Style Grade "E" Gasket (Violet color code) Service Temperature Range:-30°F to+230°F(-34°C to+110°C) Recommended for wet and dry(oil free air) pipe in fire protection sprinkler systems. For dry pipe systems and freezer applications, Gruvlok XtremeTM Lubricant is required. �F° ,lrar GROOVED TTIN FITTINGS SP.t Do kin./a fS Irr Pipe Pro,tr.A LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 MATERIAL SPECIFICATIONS: CAST FITTINGS: DUCTILE IRON ASTM A536 SEGMENTALLY WELDED FITTINGS:ASTM A53 OR A135 STANDARD WEIGHT EXCEPT E-9 IS SCH 10. FORGE STEEL FITTINGS: ASTM 234 WPB/ASA B16.9 AND ASTM A53 OR A135 FINISH: RUST INHIBITING ORANGE PAINT OR HOT DIPPED GALVANIZING PER ASTM A153. FLOW DATA: SEE TECHNICAL SUPPORT DATA PAGE 52. WORKING PRESSURE (PSI) 1 1/4" -3" 4" 5"-6" 8" 10" 12" 14" - 18" 20"-24" 1000 750 700 600 500 400\ 300 250 Mat E >t t: I its ` t3 ' Of/Wit to 444 vim- X- I i va Al`' 1 3 E-1 90° : . •': E-2 45° E-3 22 1/2° E-411 1/4° E-9 DRAIN ELBOW ELBOW ELBOW.(sW) ' ELBOW (5W) ELBOW(SW) NOMINAL CENTER APPROX. CENTER APPROX. CENTER APPROX. CENTER APPROX. CENTER APPROX. SIZE to WEIGHT to WEIGHT to _ WEIGHT to WEIGHT to WEIGHT IN. END EACH END EACH END EACH END EACH END EACH ' IN, --.--;. _ Lbs.gc;; IN„o,r:; Lbs.c.: IN•(r:"-.- Lbs y5 IN,U-0; Lbs,;4;.;p IN.Vr . Lbs.;4a, 1'1/4 2.75 1.1 1.75 0.8 1.75 0.8 1.37 0.5 2.75 1.2 „ 11/2 2.75 12 1.175 0.9 1.75 1.0 1.37 0.7 2.75 1.8 ii 2 3.25 2.0 2.00 1.5 2.00 1.6 1.37 0.9 3.25 2.3 r ti isi 35 P.4 84 1,:; 21/2 3..75 2.9 2.25 2.2 2.00 2.1 1.50 1.5 3.75 3.0 „ :-. ;:r .4 3 O.D. 3.75 3.1 2.25 1.9 N/A N/A N/A N/A N/A N/A 3 4.25 4.3 2.50 3.2 2.25 3.1 1.50 2.0 4.25 3.6 ' ? ,. 4 5.00 8.7 3.00 5.7 2.87 5.4 1.75 3.3 5.00 3.7 5 5.50 11'.9 3.25 8,2 2.88 7.8 2.00 5.0 5.50 4.3 3.' .., .l5 _. ...3 4`; 2." 6 6.50 18.2 3.50 11.0 3.12 8.3 2.00 6.5 6.50 10.7 $B 5 `5.5 5.1 35 156 4,r. _ 6.5 0.D. 6.50 15.0 3.50 11.2 N/A N/A N/A N/A N/A N/A 8 7.75 32.2 4.25 20.4 3.87 17.9 2.00 10.0 7.75 20.8 vi :4 13 :Cf: .4 ;R f;.1 O? 9.4 10. 9.00 49.0 4.75 31.5 4.75 30.0 2.12 14.5 9.00 29.0 " 5? ,2i 4.'5 i2' ..,., 0:1, __5 12 10.00 70.0 5.25 44.1 4.87 40.4 2.25 18.7 10.00 33.0 14 * 24.00 180.0 * 8.75 105.0 5.00 43.0 3.50 25.0 N/A N/A 1r6 * 27.90 220.0 * 10.00 115.0 5.00 50.0 4.00 42.0 N/A N/A 18 * 30.00 280.0 * 11.25 145.0 5.50 60.0 4.50 50.0 N/A N/A <s;; �:: z&) 272 lei 2.,r 20 * 33x00 350.0 * 12.50 180.,0 6.00 70.0 5.00 65.0 N/A N/A 24, * 39.00 480.0 * 15.00 250.0 7.09 105.0 6.00 95.0 N/A N/A SW=SEGMENTALY WELDED STEEL * FORGE STEEL DRAIN ELBOW HAS A STANDARD 1"FEMALE NPT OUTLET s DRAIN ELBOW IS SCH 10 STEEL PIPE Page 10 . . ., . . , vir PE :DATA CAST IRON THREADED FITTINGS Standard Class 125 Specifications: ANSI B1.20.1,Threads. B16.4, Dimensions, Pressure Rating. ASTM A126, Material A153, A165,Galvanizing. Pressure Ratings: 125 psig-Saturated Steam Federal Spec: WW-P-501 175 psig -At 150 Degrees W.O.G. U.L. Listed Where Applicable • • • Plug and Bushing Specifications: ANSI B1.20.1, Threads. 816.4, Dimensions, Pressure Rating. ASTM A197 (Malleable), A126 (Cast),A153, A165, Galvanizing. Pressure Ratings (Mall.): 150 psig -Saturated Steam Federal Spec: WW-P-471 300 psig -At 150 Degrees W.O.G. U.L. Listed Where Applicable Pressure Ratings (Cast): 125 psig - Saturated Steam 175 psig -At 150 Degrees W.O.G. • • • • Drainage Fitting Specifications: ANSI B1.20.1,Threads. B16.12, Dimensions. ASTM A126, Material. A153, A165, Galvanizing. Federal Spec: WW-P-941 Cast-Iron Flange Specifications: ANSI B1.20.1, Threads, B16.1, Dimensions. Pressure Rating. ASTM A126, Material. A153, A165, Galvanizing. Pressure Ratings: 125 psig -Saturated Steam Federal Spec: WW-F-406 175 psig -At 150 Degrees W.O.G. U.L. Listed Where Applicable Cast Iron Flanged Fitting Specifications: ANSI 816.1 Dimensions, Pressure Rating. ASTM A126, Material Pressure Ratings: 125 psig -Saturated Steam Federal Spec: WW-F-406 175 psig -At 150 Degrees W.O.G. U.L. Listed Where Applicable Top Beam & C-Clamp Specifications: Malleable Iron ASTM A197 Material, A153, A165, Galvanizing. 3/8", 1/2" rod size. I Supplied with set screw and lock nut. i Clamp Range: Small mouth Beam Clamp & C-clamp-3/4" eto P.O. Box 9 Large mouth Beam Clamp & C-clamp- 1 1/4" I Blossburg, Pennsy Ivania 16912 U.L. Listed, FM Approved WARD MANUFACTURING 717-638-2131 Fax 717-638-34100 ®TDLCO wwwto�co.corn '- '' a brand ofNIBCO Revision 5/24/2001. Fig. 200 - "Trimline" Adjustable Band Hanger '' Size Range— 1/2"thru 8" pipe Material— Carbon Steel, Mil. Galvanized to G90 specifications s ,,,�, Function—For fire sprinkler and other general piping ,.�°-'' purposes. Knurled swivel nut design permits hanger .', ? ''> i i adjustment after installation. ) 11 i ii "' / , } Features r) !l j ! :Y. 1, " t VI • (1/2"thru 2") Flared edges ease installation for 1 ,� '' I 1--,; all pipe types and protect CPVC plastic pipe from 1 i� sz B j ' I t I �B /: 1 t I abrasion. Captured design keeps adjusting nut ir,. from separating with hanger. Hanger is easily a ) '�> / . installed around pipe. ; i f �- i 1' • (21/2'thru 8" Spring tension on nut holds its " securely in hanger before installation, Adjusting `� l nut is easily removed. / I ,,•-•''''''' •-•' I Approvals—Underwriters' Laboratories listed (1/2" ' thru 8")in the USA(UL) and Canada (cUL)for steel e=Y i�THRU28NCH -- 2 1/2 THR t INCH PIPE and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4"thru 8"). Conforms to Federal Specifications WW-H-171 E,Type 10 and Manufacturers Standardization Society SP-69,Type 10. ,.. Maximum Temperature— 650°F T- -- '' Finish—Mil. Galvanized. For Stainless Steel materi -11 ran i 4 als, order TOLCOTm Fig.200WON. i Order By—Figure number and pipe size rj it I t „peT,,,- .4N , • If A . > 4 it. /1 5 1 d �' I Dimensions •Weights Pipe Rod Size Max.Rec. Approx. Size Inch Metric A B Load Lbs. Length 1/2 3/8 8mm or 10mm 31/8 25/8 400 11 3/4 3/8 8mm or 10mm 31/8 21/2 400 11 1 3/8 8mm or 10mm 33/8 25/8 400 12 11/4 3/8 8mm or 10mm 33/4 278 400 13 11/2 3/8 8mm or 10mm 37/8 2'/e 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 2'/2 3/8 10mm 55/8 41/8 600 27 3 3/8 10mm 57/8 4 600 29 3'/2 3/8 10mm 7'/8 5'/4 600 34 4 3/8 10mm 73/8 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 101/8 63/, 1250 73 8 1/2 12mm 131/8 83/, 1250 136 Office/Manufacturing Facility•1375 Sampson Ave.•Corona,CA 92879•Ph: 909.737.5599•Fax 909.737.0330 90` Customer Service•800.786.5266 www,tolco.com ra ufillowmmary Job Number: 07-997 i Report Description:2nd Floor- Lobby Job ' Job Number Design Engineer -"""' 07-997 Job Name Slate Certification/License Number Last Resod-Beachside Colony V(Phase II) Address I AHJ Address 2 Job Site City State Zip Code Drawing Name Ground Floor.cad sIMMEMEMMMEIM,Sym , Rwlwte A „O) Most Demanding Spikier Data Occupancy 5.6K K-Factor 16.80gpm at 9.000psi Light Hazard Hose Allowance Al Source Density Area of Application 0.O0gprn 0.10gpm/ft2 900.00ft2(Actual 1044.50ft2) Additional Hose Stipples Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gpm) 11 100.00ft2 Hydrant At Node 21 100.00gpm AutoPeek Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 100.00g pm System Flow Demand Total Water Required(Including Hose Allowance) 295.73g pm 295.73gpm Maximum Pressure Unbalance In Loops 0.000psi Maximum Velocity Above Ground 17.18fps between nodes 53 and 57 Maximum Velocity Under Ground 3.26fps between nodes 1 and 15 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 650.65ga1 applies Hose Flow Static Residual Flow Available @ Total Demand Required Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 0.00gpm 60.000psi 50.000psi I 1190.00gpm 59.239psi I 295.73gpm 45.514psi 13.725psi Contractor Contractor Number Contact Name Contact Title Contractor Name Phone Extension it Address 1 FAX Address 2 E-mail City State Zip Code Web-Site Lc)M.E.P.CAD, Inc. ' AutoSPRINK®VR5 v5.2.6 06/22/2007 12:07:58PM Page 1 i ‘ iliSimninary Of Qutfl owit , �k Job Number: 07-997 Report Description:2nd Floor- Lobby Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) _ Sprinkler 108 18.89gpm 16.80gpm 5.6K 11.385psi Sprinkler 110 17.77gpm 10.00gpm 5.6K 10.071psi Sprinkler 111 21.71gpm 16.80gpm 5.6K 15.032psi Sprinkler 109 19.38gpm 16.80gpm 5.6K 11.980psi Sprinkler 107 17.06gpm 10.00gpm _ 5.6K 9.278psi Sprinkler 105 16.56gpm 10.00gpm 5.6K 8.740psi Sprinkler 106 18.46gpm 16.80gpm 5.6K 10.869psi Sprinkler 104 16.04gpm 10.00gpm 5.6K 8.200psi _ • Sprinkler 103 17.54gpm 16.80gpm 5.6K 9.807psi Sprinkler 102 15.52gpm 10.00gpm 5.6K 7.678psi Sprinkler _ 101 16.80gpm 16.80gpm 5.6K 9.000psi Hydrant 21 100.00gpm 100.00gpm OK 43.559psi c Most Demanding Sprinkler Data ,,©M.E.P.CAD, Inc. 1 AutoSPRINK®VR5 v5.2.6 06/22/2007 12:07:59PM Page 2 ill- ode Analyst. Job Number: 07-997 Report Description:2nd Floor-Lobby Node Elevation(Foot) , Fittings Pressure(psi) Discharge(gpm) 51 17-0 P0(8-0) 16.092psi 52 17-0 P0(8-0) 16.155psi 53 7-10 E(4-3%) 26.411 psi 57 17-0 2T(8-6) 17.196psi - 58 17-0 P0(8-0),P0(6-0) 16.385psi 7 2-6 31.750psi 80 4-8% BV(9-7%) 30.502psi 83 7-10 21(10-9%) 27.866psi 99 17-0 T(5-0) 11.865psi 8 -3-0 44.757psi 117 17-0 T(5-0) 10.484psi 140_ 17-0 T(5-0) 15.695psi 141 17-0 T(5-0) 12.491 psi 181 17-0 T(5-0) 9.650psi 229 17-0 T(5-0) 9.084psi 232 17-0 T(5-0) 11.323psi 243 17-0 T(5-0) 8.517psi 296 17-0 T(5-0) 10.206psi 15 -3-0 21(46-2%) 44.878psi 19 -3-0 44.860psi 108 16-8 Spr(-11.385psi) 11.385psi 18.89gpm 110 16-8 Spr(-10.071 psi) 10.071 psi 17.77gpm 111 16-8 Spr(-15.032psi) 15.032psi 21.71 gpm _ 109 16-8 Spr(-11.980psi) 11.980psi 19.38gpm _ 107 16-8 Spr(-9.278psi) 9.278psi 17.06gpm 105 16-8 Spr(-8.740psi) 8.740psi 16.56gpm 106 16-8 Spr(-10.869psi) 10.869psi 18.46gpm _ 104 16-8 Spr(-8.200psi) 8.200psi 16.04gpm 103 16-8 Spr(-9.807psi) 9.807psi 17.54gpm 102 16-8 Spr(-7.678psi) 7.678psi 15.52gpm 101 16-8 Spr(-9.000psi) 9.000psi 16.80gpm 1 -3-0 S 45.514psi 295.73gpm 21 -0-0 Hyd 43.559psi 100.00gpm L©M.E.P.CAD, Inc. ( AutoSPRINK®VR5 v5.2.6 06/22/2007 12:08:00PM Page 3 diydraauIie Analysis ` Job Number: 07-997 1 Report Description:2nd Floor-Lobby Pi•eT . e Diameter Flow Veloci HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length ® Route 1 DR 1.0490 Q=16.80gpm 6.24fps C=120 0.094254 12-4 Pf 1.351 psi 101 16-8 q=16.80gpm K=5.6K 9.000psi Spr(-9.000psi) 2-0 Pe -0.145psi 296 17-0 10.206psi E(2-0) 14-4 Pv BL 1.3800 Q=34.34gpm 7.37fps C=120 0.093025 12-0 Pf 1.116psi 296 17-0 10.206psi Pe 232 17-0 11.323psi 12-0 Pv BL 1.6100 Q=52.80gpm 8.32fps C=120 0.097334 12-0 Pf 1.168psi 232 17-0 11.323psi Pe 141 17-0 12.491 psi 12-0 Pv BL 1.6100 Q=72.18gpm 11.38fps C=120 0.173581 13-11/2 Pf 3.665psi 141 17-0 12.491 psi 8-0 Pe 52 17-0 16.155psi P0(8-0) 21-1Y2 Pv CM 2.1570 Q=93.89gpm 8.24fps C=120 0.067948 6-10 Pf 1.041 psi 52 17-0 16.155psi 8-6 Pe 57 17-0 17.196psi T(8-6) 15-4 Pv CM 2.1570 Q=195.73gpm 17.18fps C=120 0.264454 12-0% Pf 5.248psi 57 17-0 17.196psi 7-9% Pe 3.967psi 53 7-10 26.411 psi E(3-6), E(4-3%) • 19-10 Pv CM 2.6350 Q=195.73gpm 11.52fps C=120 0.099770 3-9% Pf 1.454psi 53 7-10 26.411 psi 10-91/2 Pe 0.000psi 83 7-10 27.866psi T(10-9%) 14-7 Pv FR 2.6350 Q=195.73gpm 11.52fps C=120 0.099770 3-1% Pf 1.273psi 83 7-10 27.866psi 9-7%Pe 1.364psi 80 4-8% 30.502psi BV(9-7%) 12-9 Pv FR 2.4690 Q=195.73gpm 13.12fps C=120 0.136969 2-2% Pf 0.300psi 80 4-8% 30.502psi Pe 0.948psi 7 2-6 31.750psi 2-2%Pv UG 6.6200 Q=195.73gpm 1.82fps 0=140 0.000845 23-4 Pf 10.623ps 7 2-6 31.750psi 122-3 Pe 2.384psi 8 -3-0 44.757psi 3E(28-6%),2LtE(18-4), 145-7 Pv BFP(-10.500psi) UG 6.0900 Q=195.73gpm 2.16fps C=150 0.001116 61-51A Pf 0.120psi' 8 -3-0 44.757psi 46-2% Pe 15 -3-0 44.878psi T(46-2%) 107-8 Pv UG 6.0900 Q=295.73gpm 3.26fps C=150 0.002396 176-4% Pf 0.637psi 15 -3-0 44.878psi 89-4 Pe 1 -3-0 45.514psi 2EE(10-9%),T(46-2%),E(21-7), S 265-8%Pv Qfp Route 2 DR 1.0490 Q=15.52gpm 5.76fps C=120 0.081371 10-11 Pf 0.983psi 102 16-8 q=15.52gpm K=5.6K 7.678psi Spr(-7.678psi) 2-0 Pe -0.145psi 243 17-0 8.517psi E(2-0) 12-1 Pv BL 1.3800 Q=31.55gpm 6.77fps C=120 0.079554 7-1Y. Pf 0.568psi 243 17-0 8.517psi Pe 229 17-0 9.084psi 7-11/.Pv BL 1.6100 Q=48.11gpm 7.58fps C=120 0.081943 6-11 Pf 0.566psi 229 17-0 9.084psi Pe 181 17-0 9.650psi 6-11 Pv BL 1.6100 Q=65.17gpm 10.27fps C=120 0.143662 5-9Y. Pf 0.834psi 181 17-0 9.650psi Pe 117 17-0 10.484psi 5-9Y.Pv BL 1.6100 Q=82.94gpm 13.07fps C=120 0.224437 6-2 Pf 1.380psi 117 17-0 10.484psi Pe 99 17-0 11.865psi 6- Pv BL 1.6100 Q=101.83gpm 16.05fps C=120 0.328092 5-9Y. Pf 4.520psi 99 17-0 11.865psi 8-0 Pe 58 17-0 16.385psi P0(8-0) 13-9Y.Pv CM 2.1570 Q=101.83gpm 8.94fps C=120 0.078957 1-9 Pf 0.811psi 58 17-0 16.385psi 8-6 Pe 57 17-0 17.196psi T(8-6) 10-3 Pv ea Route 3 DR 1.0490 Q=17.54gpm 6.51fps C=120 0.102043 0-4 Pf 0.544psi 103 16-8 q=17.54gpm K=5.6K 9.807psi Spr(-9.807psi) 5-0 Pe -0.145psi 296 17-0 10.206psi T(5-0) 5-4 Pv GIP Route 4 DR 1.0490 Q=16.04gpm 5.95fps C=120 0.086476 0-4 Pf 0.461 psi 104 16-8 q=16.04gpm K=5.6K 8.200psi Spr(-8.200psi) 5-0 Pe -0.145psi 243 17-0 8.517psi T(5-0) 5-4 Pv • Route 5 DR 1.0490 Q=16.56gpm 6.15fps C=120 0.091728 0-4 Pf 0.489psi 105 16-8 q=16.56gpm K=5.6K 8.740psi Spr(-8.740psi) 5-0 Pe -0.145psi 229 17-0 9.084psi T(5-0) 5-4 Pv co Route 6 ©M.E.P.CAD, Inc. dVAutoSPRINK®VR5 v5.2.6 06/22/2007 12:08:01 PM Page 4 diHydraulic Analysis -1 Job Number: 07-997 Report Description:2nd Floor-Lobby Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DR 1.0490 Q=18.46gpm 6.85fps C=120 0.112225 0-• Pf 0.599psi 106 16-8 q=18.46gpm K=5.6K 10.869psi Spr(-10.869psi) 5-0 Pe -0.145psi 232 17-0 11.323psi T(5-0) 5 • Pv ® Route 7 DR 1.0490 Q=17.06gpm 6.33fps C=120 0.096942 0-4 Pf 0.517psi 107 16-8 q=17.06gpm K=5.6K 9.278psi Spr(-9.278psi) 5-0 Pe -0.145psi 181 17-0 9.650psi T(5-0) 5-4 Pv Iwo Route 8 - DR • 1.0490 Q=18.89gpm 7.01fps C=120 0.117143 0-4 Pf 0.625psi 108 16-8 q=18.89gpm K=5.6K 11.385psi Spr(-11.385psi) 5-0 Pe -0.145psi 99 17-0 11.865psi T(5-0) 5-4 Pv or Route 9 - DR 1.0490 Q=19.38gpm 7.20fps C=120 0.122803 0-4 Pf 0.655psi 109 16-8 q=19.38gpm K=5.6K 11.980psi Spr(-11.980psi) 5-0 Pe -0.145psi 141 17-0 12.491 psi T(5-0) 5-4 Pv v Route 10 DR 1.0490 Q=17.77gpm 6.60fps C=120 0.104585 0-4 Pf 0.558psi 110 16-8 q=17.77gpm K=5.6K 10.071 psi Spr(-10.071 psi) 5-0 Pe -0.145psi 117 17-0 10.484psi T(5-0) 5-4 Pv - Route 11 - DR 1.0490 Q=21.71gpm 8.06fps C=120 0.151479 0-4 Pf 0.808psi 111 16-8 q=21.71gpm K=5.6K 15.032psi Spr(-15.032psi) 5-0 Pe -0.145psi 140 17-0 15.695psi T(5-0) 5-4 Pv BL 1.6100 Q=21.71gpm 3.42fps C=120 0.018806 13-1%Pf 0.397psi 140 17-0 15.695psi 8-0 Pe 51 17-0 16.092psi P0(8-0) 21-1%Pv CM 2.1570 Q=21.71gpm 1.91fps C=120 0.004526 14-0 Pf 0.063psi 51 17-0 16.092psi Pe 52 17-0 16.155psi 14-0 Pv Gio Route 12 UG 6.6200 Q=100.00gpm 0.93fps C=140 0.000244 5-9 Pf 0.008psi 21 -0-0 q=100.00gpm 43.559psi Hyd 28-6%Pe 1.293psi 19 -3-0 44.860psi E(28-6%) 34-3 Pv UG 6.0900 Q=100.00gpm 1.10fps C=150 0.000322 7-5%Pf 0.017psi 19 -3-0 44.860psi 46-2%Pe 15 -3-0 44.878psi T(46-2%) 53-8 Pv Equivatent Pipe Lengths of Valves and Fittings(6=120 only) C Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 ,,©M.E.P.CAD, Inc. 1, AutoSPRINK®VR5 v5.2.6 06/22/2007 12:08:01 PM Page 5 111 ydrautic Analysis Job Number: 07-997 Report Description:2nd Floor- Lobby Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary U•stream Total Len•th Pipe Type Legend Upits Legend Fittings Legend AO ArmOver Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS M iscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45°Elbow - \ Eel 11%<°Elbow Ee2 22%°Elbow f Flow Device FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap dA,©M.E.P.CAD, Inc. { AutoSPRINK®VR5 v5.2.6 06/22/2007 12:08:01PM Page 6 1111-tyclraulic Graph Job Number: 07-997 Report Description:2nd Floor- Lobby Supply at Node 1 100 — 90 - 80 70 - 60 Static Pressure 60.000psi L- 50 1190.00gpm @ 50.000psi fA 295.73pm @ 45.514psi a 40 30 System demand curve 20 10 0 B l l_I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Supply at Node 1 Static Pressure 60.000psi Residual Pressure 1190.00gpm @ 50.000psi Available PressureTime of Test 59.239psi @ 295.73gpm System Demand 295.73gpm @ 45.514psi System Demand(Including Hose Allowance) 295.73gpm @ 45.514psi ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 06/22/2007 12:08:02PM Page 7 Hydraulic Sum a'_ j Job Number: 07-997 Report Description:4th Floor-Condo Suite Job Job Number Design Engineer 07-997 Job Name State Certification/License Number Last Resod-Beachside Colony V(Phase II) Address 1 AHJ Address 2 Job Site City State Zip Code Drawing Name Ground Floor.cad .$Yy ? tterte 6r9a(s) Most Demanding SpriAler Data Occupancy 5.2K K-Factor 17.00gpm at 10.688psi Residential Hose Allowance At Sores Density Area of Application 0.00gprn 0.10gpm/ft2 0.00ft2(Actual 98.37ft2) Additional Hose Supptes Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(opm) • 3 100.00ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 0.00gpm System Flow Demand Total Water Required(Including Hose Allowance) 50.71 gprn 50.71 gpm Maximum Pressure Unbalance In Loops 0.000psi Maximum Velocity Above Ground 11.21fps between nodes 247 and 331 Maximum Velocity Under Ground 0.56fps between nodes 1 and 8 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 650.65ga1 VIP Supplies Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 0.00gpm 60.000psi 50.000psi 11190.00gpm ! 59.971 psi 50.71 gpm 51.410psi 8.561 psi Contractor Contractor Number Contact Name Contact Title Contractor Name Phone Extension Address 1 ' FAX Address 2 E-mail City State Zip Code Web-Site M� ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 06/22/2007 12:11:49PM Page 1 111 !..lar „Of O ,q•, iey - Job Number: 07-997 Report Description:4th Floor-Condo Suite Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) ofl Sprinkler 112 17.00gpm 17.00gpm 5.2K 10.688psi Sprinkler 113 17.46gpm 17.00gpm 5.2K 11.270psi Sprinkler 114 16.25gpm _ 14.00gpm 5.2K 9.768psi Most Demanding Sprinkler Data L,©M.E.P.CAD, Inc. a AutoSPRINK®VR5 v5.2.6 06/22/2007 12:11:50PM Page 2 11111;.; Q4- na1 Job Number: 07-997 Report Description:4th Floor-Condo Suite Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 7 2-6 38.481 psi 80_ 4-8Y2 BV(9-7%) 37.508psi 83 7-10 2T(10-9%Z) _ 36.040psi 8 -3-0 51.376psi 195 9-8 31.446psi • 196 35-8 T(7-0) 18.562psi 247 35-8 T(6-0),Tr(1-0) 13.270psi 302 7-10 P0(8-0) 35.458psi . 331 . 35-8 T(6-0),Tr(1-0) 10.929psi 332 35-8 T(6-0) 11.536psi 380 35-8 E(3-0) 9.758psi 112 _ 35-0% Spr(-10.688psi) 10.688psi 17.00gpm 113 35-0% Spr(-11.270psi) 11.270psi 17.46gpm 114 35-0% Spr(-9.768psi) 9.768psi 16.25gpm 1 -3-0 S 51.410psi 50.71gpm bA,©M.E.P.CAD, Inc. m AutoSPRINK®VR5 v5.2.6 06/22/2007 12:11:50PM Page 3 ydrau#ic Graph Job Number: 07-997 Report Description:4th Floor-Condo Suite Supply at Node 1 100 • 90 80 70 60 Static Pressure 60.000psi 0- -50.71gpm @ 51.410psi 2 50 i I I 1190.00gpm @ 50.000psi a` 40 30 -System demand curve 20 J 10 0 M B I L 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 1 I I I I I I I II 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Supply at Node 1 Static Pressure 60.000psi Residual Pressure 1190.00gpm @ 50.000psi Available PressureTime of Test 59.971psi @ 50.71gpm System Demand 50.71 gpm @ 51.410psi System Demand(Including Hose Allowance) 50.71gpm @ 51.410psi ©M.E.P.CAD,Inc. AutoSPRINK®VR5 v5.2.6 06/22/2007 12:11:52PM Page 6 B� ® '3l1 Ili Surnma .y Job Number: 07-997 ,� Report Description:4th Floor-Condo Unit Job Number _ - ._ 07-997 Design Engineer Job Name Slate Cert ification/License Number Last Resat-Beachside Colony V(Phase II) Address 1 AHJ Address 2 Job Site City State Zip Code Drawing Name Ground Floor.cad = R_ ot= s -_ Most Demanding Spinkier Data Occupancy 5.2K K-Factor 14.00gpm at 7.249psi Residential Hose Allowance At Source Density Area of Application 0.00gprn 0.10gpm/ft2 0.00ft2(Actual 300.46ft2) Additional Hose Suprlies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(qpm) 4 100.00ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 0.00gprn System Flow Demand Total Water Required(Including Hose Allowance) 57.39gp rn 57.39gpm Maximum Pressure Unbalance In Loops 0.000psi Maximum Velocity Above Ground 12.06fps between nodes 281 and 222 Maximum Velocity Under Ground 0.63fps between nodes 1 and 8 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 650.65ga1 Supplies �"- Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) (gpm) i (psi) (psi) 1 0.00gpm 60.000psi 50.000psi ! 1190.00gpm 59.963psi i 57.39gpm 46.145psi 13.818psi Contraor Mr. 1 Contractor Number Contact Name Contact Title Contractor Name Phone Extension Address 1 FAX Address 2 E-mad City State Zip.Code Web-Site ©M.E.P.CAD, Inc. ), AutoSPRINK®VR5 v5.2.6 06/22/2007 12:34:02PM Page 1 111!Summary Of Outfiowing _ aVices I Job Number: 07-997 Report Description:4th Floor-Condo Unit Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) _ L) Sprinkler 101 14.00gpm 14.00gpm 5.2K 7.249psi Sprinkler 105 14.44gpm 14.00gpm 5.2K 7.713psi Sprinkler 104 14.25gpm 14.00gpm 5.2K 7.510psi Sprinkler 106 14.70gpm 14.00gpm 1 5.2K 7.990psi Most Demanding Sprinkler Data L©M.E.P.CAD, Inc. 11 AutoSPRINK®VR5 v5.2.6 06/22/2007 12:16:00PM Page 2 f .ill Node Ana l y- L; • Job Number: 07-997 Report Description:4th Floor-Condo Unit Node Elevation Foot 1 Fittings Pressure(psi)) 9 essure si Discharge(gpm)) arge(gpm) 34 35-8 E(3-0) 7.178psi 35 35-8 E(3-0) 7.654psi 7_ 2-6 33.205psi _ 80 4-8% BV(9-7%) _ 32.226psi _ 83 7-10 2T(10-9%) 30.731 psi 102 35-8 T(6-0),Tr(1-0) 7.611 psi 103_ 35-8 T(6-0),Tr(1-0) 8.113psi 8 -3-0 46.102psi 166 35-8 T(6-0),Tr(1-0) 8.878psi — 199 35-8 T(6-0),Tr(1-0) 10.074psi 222 35-8 T(7-0),Tr(1-0) 10.267psi 281 35-8 T(7-0),T(6-0) 12.979psi 283 9-8 26.682psi 297 7-10 P0(8-0) 29.162psi 101 35-1 Spr(-7.249psi) 7.249psi 14.00gpm 105 35-1 Spr(-7.713psi) 7.713psi 14.44gpm 104 35-1 Spr(-7.510psi) 7.510psi 14.25gpm 106 35-1 Spr(-7.990psi) 7.990psi 14.70gpm 1 -3-0 S 46.145psi 57.39gpm L©M.E.P.CAD, Inc. 4ig AutoSPRINK®VR5 v5.2.6 06/22/2007 12:16:01 PM Page 3 NI[Hydraulic Analysis Job Number: 07-997 Report Description:4th Floor-Condo Unit Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length ® Route 1 DR 1.1010 Q=14.00gpm 4.72fps C=120 0.053148 0-7 Pf 0.192psi 101 35-1 q=14.00gpm K=5.2K 7.249psi Spr(-7.249psi) 3-0 Pe -0.262psi 34 35-8 7.178psi E(3-0) 3-7 Pv BL 1.1010 Q=14.00gpm 4.72fps C=150 0.035172 11-3%Pf 0.433psi 34 35-8 7.178psi 1-0 Pe 102 35-8 7.611psi Tr(1-0) 12-3%Pv BL 1.1010 Q=28.25gpm 9.52fps C=150 0.128901 8-10 Pf 1.268psi 102 35-8 7.611 psi 1-0 Pe 166 35-8 8.878psi Tr(1-0) 9-10 Pv BL 1.3940 Q=28.25gpm 5.94fps C=150 0.040851 21-0 Pf 1.389psi 166 35-8 8.878psi 13-0 Pe 222 35-8 10.267psi E(4-0),2Tr(1-0),T(7-0) 34-0 Pv BL 1.3940 Q=57.39gpm 12.06fps C=150 0.151591 10-10%Pf 2.712psi 222 35-8 10.267psi 7-0 Pe 281 35-8 12.979psi T(7-0) 17-10%z Pv CM 1.5980 Q=57.39gpm 9.18fps C=150 0.077950 27-2%Pf 2.432psi 281 35-8 12.979psi 4-0 Pe 11.272ps 283 9-8 26.682psi E(4-0) 31-2%Pv CM 1.6100 Q=57.39gpm 9.04fps C=120 0.113573 2-10 Pf 1.685psi 283 9-8 26.682psi 12-0 Pe 0.795psi 297 7-10 29.162psi E(4-0), P0(8-0) 14-10 Pv CM 2.6350 Q=57.39gpm 3.38fps C=120 0.010311 137-0'%Pf 1.569psi 297 7-10 29.162psi 15-1 Pe -0.000psi 83 7-10 30.731 psi E(4-3%),T(10-9%) 152-1%Pv FR 2.6350 Q=57.39gpm 3.38fps C=120 0.010311 3-1'/s Pf 0.132psi 83 7-10 30.731psi 9-7%Pe 1.364psi 80 4-8% 32.226psi BV(9-7%) 12-9 Pv FR 2.4690 Q=57.39gpm 3.85fps C=120 0.014156 2-2%Pf 0.031 psi 80 4-8% 32.226psi Pe 0.948psi 7 2-6 33.205psi 2-2%Pv UG 6.6200 Q=57.39gpm 0.53fps C=140 0.000087 23-4 Pf 10.513ps 7 2-6 33.205psi 122-3 Pe 2.384psi 8 -3-0 46.102psi 3E(28-6%),2LtE(18-4), 145-7 Pv BFP(-10.500psi) UG 6.0900 Q=57.39gpm 0.63fps C=150 0.000115 237-9%Pf 0.043psi 8 -3-0 46.102psi 135-7 Pe 1 -3-0 46.145psi 2T(46-2%),2EE(10-9%),E(21-7), 373-4%Pv S a Route 2 DR 1.1010 Q=14.25gpm 4.80fps C=120 0.054919 0-71 Pf 0.363psi 104 35-1 q=14.25gpm K=5.2K 7.510psi Spr(-7.510psi) 6-0 Pe -0.262psi 102 35-8 7.611 psi T(6-0) 6-7 Pv Route 3 DR 1.1010 Q=14.44gpm 4.87fps C=120 0.056294 0- Pf 0.203psi 105 35-1 q=14.44gpm K=5.2K 7.713psi Spr(-7.713psi) 3-0 Pe -0.262psi 35 35-8 7.654psi E(3-0) 3- Pv BL 1.1010 Q=14.44gpm 4.87fps C=150 0.037254 11-3'/. Pf 0.458psi 35 35-8 7.654psi 1-' Pe 103 35-8 8.113psi Tr(1-0) 12-3'/.Pv BL 1.1010 Q=29.14gpm 9.82fps C=150 0.136520 13-4'/.Pf 1.961 psi+ 103 35-8 8.113psi 1-a Pe 199 35-8 10.074psi Tr(1-0) 14-4'/Pv BL 1.3940 Q=29.14gpm 6.13fps C=150 0.043265 3-5'/. Pf 0.193psi 199 35-8 10.074psi 1-0 Pe 222 35-8 10.267psi Tr(1-0) 4-5Y.Pv tar Route 4 DR 1.1010 Q=14.70gpm 4.95fps C=120 0.058161 0-7%Pf 0.384psi 106 35-1 q=14.70gpm K=5.2K 7.990psi Spr(-7.990psi) 6-0 Pe -0.262psi 103 35-8 8.113psi T(6-0) 6-7%Pv tEquivalent Pipe Lengths of Valves 'and Fittings(C=120 only) Value Multiplier Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 k,©M.E.P.CAD, Inc. { AutoSPRINK®VR5 v5.2.6 06/22/2007 12:16:02PM Page 4 [Hydraulic Ana iysis Job Number: 07-997 Report Description:4th Floor-Condo Unit Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground Pv Velocit EE 45°Elbow ypressureatapointinapipe Eel 11%°Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. :; AutoSPRINK®VR5 v5.2.6 06/22/2007 12:16:02PM Page 5 ydraufic Graph Job Number: 07-997 Report Description:4th Floor-Condo Unit Supply at Node 1 100 90 - 80 70 60 Static Pressure 60.000psi .N L- 50 1190.00gpm @ 50.000psi -4.57.39gpm @ 46.145psi 40 30 -System demand curve 20 10 0 V 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I I I 1 I 1 1 1 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Supply at Node 1 Static Pressure 60.000psi Residual Pressure 1190.00gpm @ 50.000psi Available PressureTime of Test 59.963psi @ 57.39gpm System Demand 57.39gpm @ 46.145psi System Demand(Including Hose Allowance) 57.39gpm @ 46.145psi ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 06/22/2007 12:16:03PM Page 6 ;\t -•-.= G -nom/! , ,("'-1„..---.',' V i II. ... 1 1 I i 0 ‹.--10VA sQ.‘"Old -2107 —.2- ' ° � " ' 'fi : ( :,,� d , dy tt.,..,-1 ',,«;•p� B4.BQ �,,.�°• rM� cr r�,:'' l�g�pai�eTnag • BeaLi� r. yo :.L •z.'>?^� 1r se pena;suoo eq 4,,ou pi ot_s ;T(_.xcd ;:u e P ev.e.z ett.L ' seoul uTp.:tto xo se oo e",q'co c,;d•: ,:ue epTee a.es xo xeq.T ' To uc..o ' e-,. .L cTA ( 4.. sa.T xogq.fre :Ire penag.;Uoo 4 q iiT::,s xe.L. TAex egg, f.q q..r,v..s. eAO ou ' sL.oci:ellOTA apoo A;:Ta_uepT off. e�tiu1 uesq seq a.xo,,1;4:e 6xaAa - EORVIZdYt00 KQOO HOi maiA3a ;uouIp'ede0 suoTloedsuI BW.un03 tuegq:eg0 1 o Lobby .::, ;.:. rcjo S >';. . x» GENERALNOTES ` ` .,,,:..,,,, DESIGN PIPING r >" Test and Drain Valve THIS WET SYSTEM IS CALCULATED PER HYDRAULIC REFERENCE POINT. . ,. THE FOLLOWING DESIGN CRITERIA: O ,'` �'i• LIGHT HAZARD *-0 0 FF TO CENTERLINE OF PIPE. k • — — — — STAIRS *n.,,�� 0.10 GPM/SQ. FT. Water Pressure Guage _ — — y IN THE LOBBY AND BATHROOMS ALL FIRST FLOOR(GARAGE)AND LOBBY /,%%•,,, rj f 5-11/Z - ON THE SECOND FLOOR PIPING IS SCHD.40 BLACK STEEL WITH ? DECK DECK DECK DECK DECK DECK ® A ORDINARY HAZARD GROUP I CAST IRON FITTINGS. BATH• 0.15 GPM/SQ. FT. 21/2" Flow Switch y� ' ., /y, ALL OTHER PIPING IS CPVC WITH CPVC / % - 1 1 (8 0 AFF) IN THE MECHANICAL ROOMS FITTINGS. MAXIMUM HEAD SPACING IS 130 SQ. FT. ALL PIPE TO BE TESTED AT NFPA 13R RESIDENTIAL 200 PSI FOR 2 HOURS. Z�/2�� Grooved Butterfly Valve M � w T w w PATIO T ". co .1.0 `° . with Tamper Switch 1-0 "' -. 1-0 `' t° _ BATH 0.01 IN ALL CONDO UNITS ALL MATERIAL, INSTALLATION, P , 0 ' O © r ® O O O , • • ' ' 1-0 O (8 0 AFF) •t AND TESTING SHALL BE IN LIVING RM. LIVING RM. LIVING RM. LIVING RM. LIVING RM. LIVING RM. ALL SPRINKLERS WITHIN A COMPARTMENT ACCORDANCE WITH NFPA 13. (8-4 AFF) (8-4 AFF) 1-0 �•^ - .. (8-4 AFF) (8-4 AFF) 1-0 (8-4 AFF) (8-4 AFF) ® I I '� 5'6 UP TO A MAXIMUM OF FOUR HANGERS 2'/2x11 Threaded Flange --_ ,; M •AXIMUM HEAD SPACING IS 16'x 16' —� (8'-0"OFF ANY WALL)UNLESS NOTED f APPROXIMATE HANGER LOCATION. /�t 21/2" Check y '• PENETRATIONS& CAULKING ALL HANGERS ARE TO CONSIST OF • j Valve -. 5-7y2 `° CONCRETE ANCHORS,3/8 ATR,AND V% SLEEVES ARE NOT REQUIRED. // j .,y 5-0 • BAND HANGERS. / 1-0 ► 1-0 •- -•� MAINTAIN FIRE RATINGS FOR , Ii.. Single Inlet � - -- 1-0 •- -• 1-0 _ 1-0 ► -. 1-0 m•PENETRATIONS THRU RATED WALLS. 2h/2�� F.D.C. "'rj U• i KITCHEN A 0 Q t KITCHEN 1 Q ® i KITCHEN A Q © A KITCHEN i 0 U• 1 KITCHEN A Q * A KITCHEN A © C∎1 MECH. �M PAINTING , / (7 10 AFF) (7 10 AFF) • — (7-10 AFF) (7-10 AFF)d �/ ( 1 (7-10 AFF);i� / r' <�" / ' / „'a ' .) i"NO PAINTING OF SPRINKLER PIPE / !%" 1' '<r" r- IS REQUIRED FOR THIS JOB. "4 ^ ►' <i►`, t. ^ r. , e- NI• • • • ! LNDRY MECH. M M MECH. LNDIfY I t LNDRY MECH. ' M •MECH.LNDIY Ij ' LNDRY MECH. M M MECH. LNDR�RY ' Riser Detail F . DI. C . Detail Q. ! o • 1 0 1 , i 5-0 --- - _5-01/2 1 i 5.03/2_ i i 5.M12- © i BED RM. ►{ �) 4 -. 4 '- -' 4 N (8-0 AFF) m Ni m el BED RM. T ' BED RM. BED RM. , BED RM. BED RM. , , r (8-4 AFF) Q Q (8-4 AFF) (8-4 AFF) _ 7-3/2 BATH 4 1 1 5-01h 4? A i (8 4 AFF) 5-O�h (8 4 AFF) A i * 6-8 ..- —car (8 0 AFF) (7��)Q r / ®(7-10= (7�)© � Q(7-10 AFF) (7-10 10 AFF)Q / i BATH LOBBY �' ., 5-0 - -— , —��.c .....,,,,.....-.1f=:- (7-10 AFF) - er i o (8-0 AFF) � BATH BATH I o o BATH BATH o o BATH BATH o o r• c� (8-0 AFF) (8-0 AFF) (8-0 AFF) (8-0 AFF) e- (8-0 AFF) (8-0 AFF) _ to Ili 6" Febco 860 1 Reduced Pressure IcLOS CLOS CLOS. CLOS CLOS 6- m t m V m•Zone Assembly UJ — — - 9-9'h 5-0 LAST RESORT(PHASE 1 1.L� BATH BATH BATH b d BATH BATH — —_ (8 0 AFF) (8 0 AFF) (8 0 AFF) / (8 0 AFF) (8 0 AFF) /y ,:/ �////'///// // / /' / / .///,/ { ) 0 :0 ©? _' 0.. j / % //, ' / '/ / CORRIDOR CORRLDOR �•� �� O CLOS. A A/, /, /; / sal,. ,• of/1 C0�2RlfSOR CORRIDOR CORRIDOR COf RIDOR V„/ 1 i i ,... \ / \ / ,=!..! • ‘.,..,, \ / z ,m / W ^ 1-t n • 1-0 i r T• 1-0 .- — •1-0 ►- 1-01.- • -• 0 O O • • 1-0 • • 1-0 : 1-0 1-1 •- 13-3 6-11'h 1 ► ^■ 1-0 BED RM. I I BED RM. • • BED RM. A i BED RM. BED RM. l I BED RM. %' Z (8-4 AFF) (8-4 AFF) (8-4 AFF) / / (8-4 AFF) 1-0 (8 4 AFF) ..e 1-0 (8 4 AFF) "- '' Wz r. G) !` - ' o , (7-10 AFF) ; , (7-10 AFF) CLOS. CLOS (7-10 AFF) ; y (7-10 AFF) CLOS CLOS (7-10 AFF) ' (7-10 AFF) , a I I — - .••�- FIRE HYDRANT S 0 I , 0 O 7 "" r z1 Flow Test: f Static: 60 psi BUTLER AVE . Residual: 50 psi Flow: 1190gpm Second Floor Ceiling Plan Test made 1/24/2007 by Tybee Island Fire Dept. Scale:1/8"=1'-0" Site Plan \'.= Not to Ilr 41s4p • I I I • I H ._..4--- 4-- I - I 11 0 T :PQ El =__ \ I FF F FF FF FF F F F F 1 ' Q ® �T �� k F F F F . _.I_;.. �,O o 2'/"x 2"Grooved �` A A O Conc. Reducer \ 1 4a, 4>� �'• 4a �' 4> 4 0-5'/z ��2�h _` N N s I ry /� �. N A ry ®, ® � � r ,� 1 �N T-rI �� � � ��N 140 ry�N 66'h pp®®CD I• 0 1 1-0 1-0 - 1-0 I i 1-0 0- - 0 I 1-0 1-0 I '. . — o - - - 11 _ __ - 11 1 /--S 10°4 °.l _.:2 N 1 . . 1-0 1 _ 1-0 N ? `.: 1 1 O O 1 J N 1 O o 1 �'°, 1 •0642'/2 421/2 06 \ •::., :-ate= 06 421/2 N 06 N �- ;.:�= � 06 42'/zo N N 1�0 %x; € ,. ?00 �r .-(o.__- — c� ! a 2414-01A2%.>- — cb — .. 4 2/� 3 0 r1 i c w E ° o M CS l V d o° \ 1 o C! .-o w iJ L o a) r 'J L,_ °I * o, -rolimm •••/7 NCI SPRI N �LER� 3.11 M� 31 311 c)I ON& �. / �•,. .. 1, 1; �_ �1 .- 311 1311 v1 .-I ,.. --1-0 / 0 '� jiY�V. .,a 0-4/z 0 4/z R 0 4Y2 0 4'/z R 0 4Yz 1Ya et 1'/a /410 ,....../` � 'I y� Remote Area: Lobby C� 4r .4-\. e-� ,4,•, ' I 7 3'/z 5-6',4 ° ,' .� ,. '�, • i`om,, ? CALCULATION DESIGN CRITERIA: 1 . a \. o s of o \ d+ 1'/a o r r �� r r O• `� 1 C) `' ) 1_3 : i STANDARD NFPA#13 2002 Ed.•OGO 11/4 1'/a / M \ l* 1'/a �- 1�/a `r \ \ 11/4 i / \�t s '� ---------0.. ,` 'pin ppep ; c$ ..t� F �- 1/a �- c) v / ®' i i OC CUPANCY CLASS Light Hazard". 3_1.1 2_I.. 2-1 Q '�, ., n 2"1 _.'6, `b 1 2=1 n r�2'1 `b�� O '' . /J , , r j j o'‹ / .' : MAX.COVERAGEperHEAD 225 Fe F 11.4-..1 6-71/2 6-7% 6-7% 6-7% •—_�1��• 3 1 11 i ' i 6 7'/2 OS O N 0 4 1P640°°11111511112°► .� DENSITY 0.10 GPM!Ft'for 900 Ft= O� OS •S OGJ 4 I 11:-< ' '" ; . O Ac`` � SPRINKLER QR Pendent 0 0 0 0 0-10- <o �� s�� v JQ.... g —'� , p0S GOB GOr� GOB GOB '511€ ot) o • 9 `-U? i`- °' .- �` i� '''r ' ®� I S.I.N. VK302 K= 5.6 GOC� `O �O `O `O .- £ ` 0-10 ���GIU>t. .-' .- -10► - O • ; I WATER FLOW INFORMATION': i 1 O�11 it..� JQ JQ r JQ 1-0 1- �l a O1 IIII a ...,,/ /`` �� 3 STATIC 60 PSI JQ� n — �� — 1 0 \ Q �� �� �".'10 (� ■10 t � /t / ,,..Q ffriZ _ - • \ \ -*' G - AT BAOF RRSYSTRUIRES:-Ii �-1 !�`!OQ' .-N 'i .- N d '[ .- N G'O'O ®' ,o VI 1 C d «� O ( O f CD . e1` '� '� Psl �J �� 3 ,�5..$ —���� 'O a'Q,t3tj _! �` b?rtyr, c� O O 4+ 1 1 1 r l �� �O 4 �' T• � /f. "4:10.../2/� // At time of Design....• L .6-1-% 075 '`•.... `> 0 &1/2 ....6-1a/r....0\5 .cw 4o/'�J�Q 4� 0i 611/2 I w 6 iS1/x.... '. c �fP ," 49 %1-0 y' ? ■ L co \ / co' ` , 1 ` /' e 1-1 ►-I 0� , / _ 45. - 1:0�`ti col w co �C co ril *a,�. I d'.a, 1-.1-0 � ., I I �Nav' I-•1-0 p ' _ ` o ,1-0 P..i/ ___... " _ ----5==cit----- .............e.......... ) ;;E: ;;/---. 1111111111111111=1111111111111 """m=""r""""'"'"Imimmwm 1 ' _ _ V N V ,:4 Electric Bell� � 1-0- -.rt 1'0 �-- -•1-0 -•E 1-0 •- -.•1-0 + �_ �� F.D.C. • Q First Floor Piping Plan Scale:l/8"=1'-0" i Scale:l/8"=1'-0" SPRINKLER HEAD LEGEND Date Reviewed for Compliance by Revisions SYMBOL THREAD MAKE S.LN. FINISH TYPE STYLE TEMP K FACTOR TOTAL W. Darrell Morgan r,,,, Champ i o n 06/22/2' T I No. Date By Description g Last Re�V, 1 Dra�nsY • 1/2" VIKING VK436 WHITE ::::NT RECESSED 155 5.6 72 , ii �ry ..�_. I Fire i 0 12" VIKING VK302 WHITE NT RE CESSED 155 5.6 18 Beachs�de Colony V - Phase II B. Norris . GA Certificate of Compe envy#584 Sc Contractor's License# 1169 Protection sale , .- "Fire Sprinklers Save Lives" 404 Butler Ave. v8...1..0.- Licensed System Designer ' - • W. Darrell /I Morgan ' 825 Wheaton Street Tybee Island, Ga Contract No . W/Aa�r� ' Savannah,GA 31401 07-997 • W Approvals Phone: (912) 234-0111 Fax: (912) 236-1303 TOTAL SPRINKLERS SHOWN ON THIS SHEET 90 GA Designer License# 000111 g Local Fire Marshal Georgia License # CL 000172 First and Second Floor Piping Plan Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 276 NICET Certification # 90439 South Carolina License # 1169 g 1 OF 2 • • : .. , . . , GENERAL NOTES _ _ _ _ _ .____- _ I . DESIGN PIPING THIS WET SYSTEM IS CALCULATED PER DECK DECK DECK DECK DECK • DECK DECK DECK DECK DECK DECK DECK THE FOLLOWING DESIGN CRITERIA: O HYDRAULIC REFERENCE POINT. LIGHT HAZARD *�A FF TO CENTERLINE OF PIPE. 1-1 _I _ £��E ;r = I_I =1_, © '= �'► "r `I I OI 0.10 GPM/SQ. FT. _ 1 / _ \ ' 1 1 IN THE LOBBY AND BATHROOMS ALL FIRST FLOOR(GARAGE)AND LOBBY c7 r co) r M M M ON THE SECOND FLOOR r 1 r 1 1 i M T M M PIPING IS SCHD.40 BLACK STEEL WITH o m .. -.1 1-0 ca o 1-0 .. _ DECK ' ... 1-0 eo -41-0 co 1-0 Ca co 1-0 DECK ORDINARY HAZARD GROUP I CAST IRON FITTINGS. �- -' 1-0 -01-0 in 0.15 GPM/SQ. FT. ALL OTHER PIPING IS CPVC WITH CPVC ® LIVING RM. ' ® ® 1 LIVING RM. ® ® LIVING RM. ! ® ® 1 LIVING RM. Q ® LIVING RM. 1 ® ® 1 LIVING RM. ® -� • ® 1 ® ® V Q f ® 1 O ® 1 ® ll ® O ® 1 ♦ LIVING RM. LIVING RM. LIVING RM. LIVING RM. LIVING RM. LIVING RM. IN THE MECHANICAL ROOMS FITTINGS. (8-4 AFF) (8-4 AFF) 1-0 0-1 -• (8-4 AFF) (8-4 AFF) 1-0 0.--1 -� (8-4 AFF) (8-4 AFF) =''N' (8-4 AFF) LIVING AFF) 1-0 ►- (8-4 AFF) (8-4 AFF) 1-0 .-1 (8-4 AFF) (8-4 AFF) '-' MAXIMUM HEAD SPACING IS 130 SQ. FT. ALL PIPE TO BE TESTED AT 200 PSI FOR 2 HOURS. ; DINING ROOM I DINING ROOM NFPA 13R RESIDENTIAL h (7-10 AFF) Reside :I•O.IOgpm/€V for 900.00€t2 (7-10 AFF) IN ALL CONDO UNITS ALL MATERIAL, INSTALLATION, i AND TESTING SHALL BE IN i i ALL SPRINKLERS WITHIN A COMPARTMENT ACCORDANCE WITH NFPA 13. UP TO A MAXIMUM OF FOUR 1•,0 - 1-0 ► -.. ® LIVING RM. i n♦ O♦ ♦O LIVING RM. O♦, MAXIMUM HEAD SPACING IS 16'x 16' HANGERS 1-0 ► --. 1-0 1-0 .. ..- 1-0 ..- •, 1-1 (8-4 AFF) 9-0th 7-6th 1-0 ► ICI -� 1-0 ► `° 1-0 • li -- O -.1 1-1 9-Ot/s 7-61h _ 1-0 1-0 1-0 (8-4 AFF) ..,, ,.•...•,,, ,,.. (8'-0"OFF ANY WALL)UNLESS NOTED f APPROXIMATE HANGER LOCATION. ® 1 (7!10 AFF) 1 O O I (7!10 AFF) 1 O O 1 (7110 AFF) 1 O O A (7'10 AFF) 1 O O 1 (7!10 AFF) I O O I (7110 AFF) O _ ® 1 KITCHEN 1 ® ® 1 KITCHEN 1 O♦ ® 1 KITCHEN 1 ® * 1 KITCHEN i I ® 1 KITCHEN 1 ® ® 1 KITCHEN i = KITCHEN (7-10 AFF) (7-10 AFF) (7-10 AFF) (7-10 AFF) (7-10 AFF) (7-10 AFF) ■ KITCHEN PENETRATIONS&CAULKING ALL HANGERS ARE TO CONSIST OF - - (7-10 AFF) (7-10 AFF) CONCRETE ANCHORS,3/8 ATR,AND Co co ' '? ca SLEEVES ARE NOT REQUIRED. BAND HANGERS. r`` f` r h h r.: 16-0 �� 12.0 4-7 N. N. r. 1•, r, r•,, 16-0 -- 12-0 4-7 MAINTAIN FIRE RATINGS FOR i W- D (.11 iN 1 - * .'�-�. i O♦ Q * U (.' V C 1 IJ (-' ',� (-f 1-) (-' ' ) (r1 ♦O t O PENETRATIONS THRU RATED WALLS. LNDRY MECH. MECH. LND6Y 1 1 I t1 (�I q MECH. LNDIY 1 1 LNDRY MECH. MECH. LNDRY 1 1 1 1 I '- I 'I ' I 1 1 I I I I� ' I 1 1 I i! I��I 1 1 ! 1 1 i M M 1 M ! M M iN M M M M M PAINTING 5-0th / 5.0% ® J 1 ® 5-0'h ® 1 BED RM. `7 WET BAR PANTRY �, 5-O 4 ® ■ ® 5-0t ® A .1 ® 5-0t/z ® A 1 BED RM. `r WET BAR PANTRY 1 ... ► o -.. o o -.. a "� 1 ► o -.• ► .• •- AFF / NO PAINTING OF SPRINKLER PIPE 1 4 / 1 ,, (8 0 AFF) 1 . _ 4 .4 1 ($ 0 ) 1 r �- r �- e- MECH. RM �- �- I- �- MECH. RM IS REQUIRED FOR THIS JOB. BED RM. , , BED RM. BED RM. , , BED RM. BED RM. , , 1 1 1 (8 0 AFF) BED RM. BED RM. BED RM. BED RM. BED RM. " 1 © , (8-0 AFF) (8-4 AFF) 1 ® ® 1 (8-4 AFF) 1 (8-4 AFF) 1 ® ® 1 (8-4 AFF) ' (8-4 AFF) 1 ® ® 1 O♦ 6-8 �^ 5-10 ► ♦ BATH ENTRANCE t8-4 AFF) ; ; ($4 AFF) - 1 (8-4 AFF)o ` ® ` (8-4 AFF) (8 4 AFF)a ; O♦ ® I 1 6-8 «. 0 ,,, x'10 .... �°a O BATH ENTRANCE 4 5-0,/z 4 5-0/s '� a O 4.2 9 5 0/z 1 5-016 1 a I 4-2• (7 10 AFF)® � {♦(7 10 AFF) (7-10 AFF)® � I 0(7-10 AFF) (7-10 AFF)® 1 BATH BED RM. _ (7-10 AFF)® / ` 7 ♦U(7-10 AFF) (7-10 AFF)® 7 / ` r ®(7-10 AFF) (7-10 AFF)® � / 1 BATH BED RM. BATH . \\'''''y Lam_ __�. c�� ` a (7-10 AFF) (8 0 AFF} (7-10 AFF) ��.� ��. �..��� ��� (7-10 AFF) (8-0 AFF) (7-10 AFF) BATH 9 o r BATH BATH o o .. BATH BATH o 9 .- ° t BATH I a a BATH BATH I o o I BATH BATH I o a �' 0-10 1 1 1 1 1 r 1 1 / / / / r (8-0 AFF) _ ua u) _ (8-0 AFF) (8-0 AFF) _ o u> _ (8-0 AFF) (8-o AFF) to o / .....r r r- r r r 1 . 1 ®(7-10 AFF) CLOS CLOS I CLOS CLOS CLOS 6. ' 1 1 MI O cos' L CLOSI ICLOS CLOSI 'GLOB 6-8 A MI 1 1 IV - /......, d - b /..... '. - i O ( AFF) /....., /...... /. . ° 0 A - 1 ( AFF) ■, ■I ■ 1 BATH BATH ;/ BATH BATH BATH BATH (7-10 AF • ;� BATH BATH BATH • BATH BATH 'n (7-1 FF) i * o (8-0 AFF) 1 ®€ 1 t$0 AFF) (8 0 AFF) 1 O ® 1 (8 0 AFF) _ (8 0 AFF) 1 .O O.. /... 1 - (8_0 AFF) / © ■ O! 1....... (8 0 AFF) (8 0 AFF) / O♦ © 1..... (8 0 AFF) (8 0 AFF) 1 O O 1.... e- - 1 F) I 1 CLOS -7 ` ; CLOS Q,, 4-7 .� 00 Q. 4 CORRIDOR CORRIDOR CORRIDOR CORRIDOR CORRIDOR COR�IFUR CORRIDOR CORR.I�DOR CORRIDOR CORRIDOR CORRIDOR CORa60R �� (7 10 AFF) 1 1 1 1 1■ �' (7-10 AFF) 1-o "- 1-2 • .. N 1.0 -"1 1-2 •\ / \ // * I .,„,., \ / \ // ?.. ',.. \ / \ // ›," • r r r r r ► .+1 1-0 BED RM r r r -� 1-0 BED RM. r`- n. 1-0 '- r4 1-0 r BED RM. (8-0 AFF) i•. r`. 1-1 r'. -�,^I r• 1-1 r'' BED RM. (8-0 AFF)\ / \-0 ►-- -• 1-0`4.- --. ..- : -0 1-0'•f-- 1-0 1-1 -- -• (8-0 AFF) - -..1-0 1-0''..- : -0 1-0`\'.- 0 ' 1-0''.- 1-0 1-1 i- ($0 AFF) 1 1 ,�, 1 1 1 ♦ • 1 1 1 t 1 ® 1 A O 1-0 ® ® ® v © ® ® ® ® ® O • 1 O Residential-0.'Ogumi€tz f r 900.00'tz © ® I -• 1-0 BED RM. 1 1 BED RM. 1-0 BED RM. 1 1 BED RM. ._ s 1-0 BED RM. 1 1 BED RM. ,,, 1-0 BED RM. 1 1 BED RM. 1-0 BED RM. 1 a BED RM. 1.0 BED RM. 1 1 BED RM. (8-4 AFF) (8-4 AFF) (8-4 AFF) (8-4 AFF) (8-4 AFF) (8-4 AFF) (8-4 AFF) (8-4 AFF) (8-4 AFF) (8-4 AFF) (8-4 AFF) (8-4 AFF) 7 : CD CO CO CO a °; • a,) T. N., N. ° 2-11 �; °) ' rn T. r. 1 2-11 (7-10 AFF) , (7-10 AFF) CLOS. (7 10 AFF) 1 (7-10 AFF) CLOS. (7 10 AFF) (7-10 AFF) 7. 0 .... _ 1 1 1 © 1 © (7-10 AFF) 1 1 (7 10 AFF) (7-10 AFF) 1 1 (7-10 AFF) (7 10 AFF) 1 (7-10 AFF) ® 0 _1 . 1 F I r 3rd Floor Ceilln 4 h Plan t oo C eilin g Plan Scale:1/8"=1'-0" Scale:1/8"=1'-0" Remote Area: 4th Floor Condo Unit ' CALCULATION DESIGN CRITERIA: STANDARD NFPA#13- 2002 Ed. OCCUPANCY CLASS Residential - :DENSITY 0.10 GPM/FN for 4 HEADS :SPRINKLER Residential Sprinkler S.I.N. VK436 K= 5.6 WATER FLOW INFORMATION': - - - STATIC 60 PSI RESIDUAL 50 PSI FLOW 1 190 GPM AT BASE OF RISER.SYSTEM REQUIRES: ; 3) 57.39 GPM @ 33.205 PSI =... mir--i P-nomoommilL9 irzimormag r-1111M111111111111111111111= =rm. ii .....,. , 'At time of Design / / G G4 G G G G GQ G Q GQ G 4 . ♦ £ ® G 4 G4 G G 4 4 G IT F F �,k F F F F F F £ F 1 . F ® I ��F �,F 1 ,.41,,,,,,,** € ��F f�,,` 1 _ it- 'r '' te%1 %)4 i_ts,A t Ir 1 N :;* I N N N N N€ £ CV / N I ■1 N f € N ( N f i N N >.;. f,c, hl 1 V `, C�J �V£ , e, Ni s s ,SV t, i'V, �V ; CV€ 2 c, �V f £ , , • .. Y rr �" < r �- � I, e-''' ." .r£ £ • € r cr E �- f '7i'.:ii I / / / f I i- 1 r f £ € I r. c- • I € 1 1-0 ••• --• 1-81/z ��1�* �/ I,:' I I E 1 1-0 ••- � 1 8+/z ��FF € 1-0 -• I 1-0 -- 1 t 8-11 71 1 1-0 ►€ £ I 1 ►1 - € f . I 8 11 € 1-0 _ 1-0 ►1 1-1 € € /{t 1-0 "... � III I 1-0 ►/ t' -.1-1 t 0 { N N l" III N IN :;4' N 1.0 N ;::.. i1r i".t N N f'''' .► N Cy ti f t0 i...42::1 N �. N is III :: �w 1-0 1 1 1 1-0 , , n.. £ t - 1 ,1 ,. t / ':: .:., .:N, 1-0 £ 1 ,�d• f N;' 1 /- / 1 :;HS 1 f i`n,£. 1 I •„a, S` rte+• " 1 1 o G h o a ::.€1,,€ N o 0 1 `. N o 0 8