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- D013ifo L. a-r•4-w. _ .a r Z:_74�7 [ r �''}r a s w` s t t i.° �� 61.-. 1 4 20 h i fi tY ° w xra 7.; _ � Fire Profe on Ln' n August 12,2014 Mr.Jason Sampson AUG 13 214rc.,D PROffs�/• JR Merit CITY OFTIGARD �' �a� --- 4505 NE 68`h Dr- / Vancouver,WA 98661 BUILDING DIVISION iR•GON ,∎ RE: Engineering Review Approval-Fire Sprinkler System Zone Upgrade Fo 1 Earnest Images Warehouse Sprinkler Upgrade,Tigard OR F BER O� <TFR L. G O Dear Jason, IS }�I Enclosed under cover of this letter are the following document sets; `EXPIRES MIS.* • Shop Drawing Sheet 1 • Hydraulic Calculation • Seismic Brace Calculations • Manufacturers Data Submittals I find that this design submittal,prepared by JR Merit,is in general conformance with the intended project design. The submittal has been reviewed only for the limited purpose of checking for general conformance with the design concept as expressed in the Contract Documents,subject to the requirements of the Contract Documents. I have reviewed the above referenced documents. I find that the documents appear to be compliant with codes and standards including in part NFPA 13,ASCE 07,Oregon Fire Code,Oregon Structural Specialty Code,ACI,IBC and IMC as well as specific requirements of the City of Tigard with the following notations. • Refer to Engineers Report attached for storage analysis and determination of sprinkler density, • The project involves increasing the sprinkler density in a zone where rack storage of Class I— IV commodities up to 18'in height is planned. • Sprinkler density will be increased to 0.38 gpm/2400 sf in accordance with NFPA 13 Chapter 16. I have placed my Oregon PE seal on this letter indicating engineering review approval of documents referenced above,subject to the conditions stated herein and approval from the City of Tigard,OR. Please contact me at your convenience if you need any further assistance during the approval and permit process. Sincerely Walter L.Cook PE WER_I PHONE (503)333-3470 13467 SW Summerwood Dr E-MAIL WALT.L COOK @GMAILCOM Tigard,OR 97223 r ,._ t. ,sue- �� -� �■p ^x� �s,!�+�,� ;. .�.�. ��-. �� s �` ,;., i E TF�. �Yi:' rid f�" J'�j �r7. w' ;l�qt t' i'1�YZg,21s ? ri- 3 K s Fire Protection Engineering Sincer1991 August 2,2014 Al Smith Earnest Images 6777 SW Bonita Rd,Suite 100 Tigard,OR 97224 RE: Determination of Commodity Class of Materials Stored Evaluation of the Requirement for Fire Protection Earnest Images Warehouse,Tigard OR Dear Al, In response to requirements of the City of Tigard we offer the following evaluation and determination submitted under an Oregon engineers'seal. We conclude that sprinkler density will need to be increased in a zone area where racks are proposed for storage up to 18'. The matter we investigated is the fire protection requirements and specifically the requirement for sprinklers in the storage area where racking will be installed,we did not evaluate other Fire& Life Safety features of your building. In May I conducted a field survey of the commodity storage. I conclude the following; • The commodities proposed for rack storage include NFL football equipment,displays and metal framing, • The commodities will be stored at floor level on 6'shelves and on racks up to 18'in height cardboard cartons and wooden crates. Metals will be stored without packaging on the racks, • Based on observation and review of materials specifications which you provided I conclude that these are primarily Class I—IV commodities with some Group A plastics, • The hard plastics which contain flame retardant,such as football helmets are primarily ABS and mannequins amino plastics. MSDS would suggest these are Class IV commodities. This report addresses the sprinkler requirements in the storage area of the building;see attached plan view. The total storage area is 12,000 sq ft. The first step in determining if sprinkler coverage is required is the occupancy classification. Paragraph 311.2 of the OSSC defines storage of the commodities contemplated for this site to be Group S-1. WER-I PHONE (503)333-3470 13467 SW Summerwood Dr E-MAIL WALT.L COOK @GMAILCOM Tigard,OR 97223 Page 2 August 2,2014 • • Al Smith Earnest Images Paragraph 903.2.9 of the OSSC requires automatic sprinklers if the fire area exceeds 12,000 sf, which is the case for this warehouse. The storage area is 12,000 sf. Fire sprinklers were installed in 1999;the density is OH II or 0.21 gpm/1,536 sf. The attached warehouse layout shows storage in the following manner; • Storage at floor level of commodities staged for shipment in the front half of the warehouse,existing sprinkler coverage is adequate, • Storage of Class I—IV commodities on racks up to 18'in height in the rear half area of the main warehouse,a higher density zone with 15'buffer beyond the racks,will be installed where sprinkler density will be increased to 0.38 gpm/2400 sf in accordance with NFPA 13 Chapter 16,see attached sprinkler plan. • Storage of football equipment on shelves 6'in height and on a section of wall racks up to 12'in height in the back corner area,storage will be in accordance with Table 13.2.1, existing sprinkler coverage is adequate. Chapter 16 of NFPA 13 specifies the required sprinkler density for rack storage of these commodities. First for storage up to 12'in height 16.2.1.2.1 refers to Chapter 13 for sprinkler density and storage conditions. Based on Table 13.2.1 any of the commodities in this warehouse including some Group A plastics can be stored on racks or shelves in accordance with the conditions specified in the table. For storage above 12'for any of the commodities including the metals will require additional sprinkler density. A higher sprinkler density zone for storage of the composite commodities containing some plastic on racks up to 18'in height will be established as shown on the attached drawing prepared by Jr Merritt. This letter of determination should accompany your racking permit as well as the submittal for sprinkler upgrades. Sincerely Walter L.Cook PE QED PRoW ,. : � F,,,. � cr;. 00,001 _.7 vv OREGON \'':1-.47.6i L. G . . . [—EXPIRES: 12/31/2015 1 Tol-Brace Seismic Calculations JR MERIT Project Address: EARNEST IMAGES 4505 NE 68TH DRIVE • VANCOUVER,WA 98661 COOPER B-Line tTOLCO 6777 SW BONITA ROAD SUITE 100 360-693-7474 TIGARD,OREGON 97224 Job#4195 Calculations based on 2010 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 42'0" (12.8 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7'0" (2.13 m) _ Fig.4L Clamp 1425 lbs(646 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1955 lbs(887 kg) Angle from Vertical 450 Min. 'Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are forTolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 200 lbs(594 k TOLCO FIG.980 1310 Ib Max Horizontal Load g) UNIVERSAL SWAY BRACE ATTACHMENT Force Factor(Cp) 0.5 STEEL PIPE Other Requirements-OSHPD Approval LATERAL BRACE Fastener Information Fastener Orientation TOLCO FIG.4L NFPA Type E PIPE CLAMP FOR SWAY BRACING "" --- Maximum Load 400 lbs(181 kg) Diameter 1/21n. — ----7 Length 4-1/21n. Type Lag-Screw Brace Identification on Plans S61 Orientation of Brace Longitudinal Braced Pipe:4"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4"Sch.10 Steel Pipe(101.6 mm) 42ft(12.8 m) 247 lbs(112 kg) . Percentage added for Fittings and Sprinklers 15% 37 lbs(16.78 kg) Total Adjusted Load of all pipe within Zone of Influence 284 lbs(129 kg) (Tot-Brace Version 71 Tol-Brace Seismic Calculations EARNEST IMAGES Job#4195 COOPER B-Line ®TOLCO 6777 SW BONITA ROAD SUITE 100 Brace Identification SB1 Brace Type(Per NFPA#13) NFPA Type E Braced Pipe 4" Sch.10 Steel Pipe Spacing of Brace 42'0" (12.8 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 1/2in.x 4-1/2in. Lag-Screw Length of Fastener 4-1/2in. Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) I 42ft(12.8 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 284 lbs(129 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 400 lbs(181 kg) Fig.4L Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1955 lbs(887 kg) Structural Member GLUE LAM BEAMS Calculations prepared by JASON SAMPSON *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com TOLCO FIG. 98 ROD STIFFENER I 8'MAX.DISTANCE FROM TOP OF HANGER ROO 2' TO FIRST STIFFENER (MAX,) I . TOLCO FIG.98 MAX.SPACING TOLSTRUT#12 \ ROD STIFFENER. BETWEEN FIG.98 CHANNEL II . ' TORQUE 8 FT-LBS (SEE CHART) \. �—___.. a \' TOLSTRUT A•12 CHANNEL I IIIIA........ TOLCO FIG.98 ALL THREAD ROO 318'THRU 718'ROD SIZE 1-- .. 2' 6'MAX.DISTANCE FROM (MAX.) TOP OF HANGER TO ----�- FIRST STIFFENER I r„.. 17 ' - MN 111•11111 I ■ ImM i\\,... ..ji MN INN MN - II 11 MAX.ROO MAX.SPACING 1 1 1 ROO LENGTH WITHOUT BETWEEN TOLSTRUT A•12 SIZE STIFFENER TOLCO FIG.98 " _ _ CHANNEL 3f8' 19' 13' TOLCO TOLCO FIG.99 112' 25' 18' i ALL THREAD ROO 818' 31" 23' t TOLCO FIG.90U 314' 3r m' 1 ROD STIFFENER. 718' 43' 33' 1' 64' 38' 1114' 8r 43' ROD STIFFENERS ARE REQUIRED ONLY ON HANGER AND r THRU 1.114'ROO tIlL TRAPEZE ASSEMBLIES THAT HAVE SEISMIC BRACING ATTACHED AT OR WITHIN 4'OF THE ROO. A MINIMUM OF TWO STIFFENERS MUST BE INSTALLED. 'RECOMMENDED TORQUE IS 8 FT-LBS.(OR FINGER TIGHT PLUS ONE FULL.TURN WITH A WRENCH) 117$S NNPSON Av$lluli APPROVED 41001eTOLCO Fixed Equipment Anchorage Ek pO . »»� Office o1 Stalew*e Health Planning and Development to t t ZUBAIR SHEIKH OPA- 0300 July 21, 2003 W ti Mo s i ""vwlxiv "" * BP 12-31-03 * / 4.4111101� ',--'').411'4._ii '.4>RUC '3 STRUCTURAL ENGINEER S 4439 . N, .. PAGE: 11-18 DATE: July 21.2003 TOLCO FIG. 980 UNIVERSAL SWIVEL SWAY BRACE ATTACHMENT 1�1 TIGHTEN B T HEAD BREAK-OFF BOLT MEAD COMES OFF -- 0 (1411) :' :I .inalr id / ,----- NNE 0 41111111/41/4 111( ilia 0 °ill / f/t(41 II 1 / / • / / / MAXIMUM HORIZONTAL SEISMIC LOAD W/BRACE C 45• . / IV 1.424 Lbs. IOW<'1 BRACE MAY BE TOLSTRUT A•12 CHANNEL SCH.40 STEEL PIPE. OR OTHER APPROVED MEMBER El UL TEST CRITERIA ALLOWS FOR MAXIMUM DESIGN LOAD OF 2,765 Lbs.(1.954 Lbs.HORIZONTAL LOAD) gill, MAX.ROD SIZE 3/4•.FOR LARGER ROO DIAMETERS USE FIG.90011 A P P R O V E D D ' E 1�J5aA 3°NAun EUE I effrOLCO Fixed Equipment Anchorage , ssiN% ........9.cot Oa of Stale/1de Health Planning and Dw+bDmaN ..- — -- - jLIB/UR SHEIKH OPA- 0300 July 21, 2003 N No.~ X039 s - . ...•v re tor 1 v.«. "" bp, 12-31 * l711 ��r �'/ STRUCTURAL ENGINEER 34039 MI arMt+an MR 3 44101 / PAGE: 11-1 DATE: July 21,2005 • I DETAIL 2 LONGITUDINAL RIGID BRACE - CLEVIS SUPPORTED PIPE 1R'THROUGH 24`PIPE SIZE SEE STRUCTURAL ATTACHMENTS SECTION cri i• •' i I III •' ,+'' TOLCO FIG.9e0 UNIVERSAL 11 I I ,f F '� SWAY BRACE ATTACHMENT. f �,•' TIGHTEN UNTIL BREAK-OFF 1 4 ' • ,: . BOLT HEAD COMES OFF. I I (SEE PAGE 11.1) �� Is / J • ____11 (TMP) II II ./ ./' 1 MIN. 45•TYP) i ,: • • Tol-Brace Seismic Calculations JR MERIT Project Address: EARNEST IMAGES 4505 NE 68TH DRIVE VANCOUVER,WA 98661 COOPER B-Line TOLD:). 6777 SW BONITA ROAD SUITE 100 360-693-7474 TIGARD,OREGON 97224 Job#4195 Calculations based on 2010 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 20' 0" (6.1 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7'0" (2.13 m) Fig.1000 Clamp 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 lbs(887 kg) 5° Min. *Calculation Based on CONCENTRIC Loading 4 Angle from Vertical 5 - *Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail h R Value 200 1310 lbs(594 kg) TOLCO FIG. 980 10 Max Horizontal Load ( g) UNIVERSAL SWAY BRACE ATTACHMENT Force Factor(Cp) 0.5 #,/ STEEL PIPE Other Requirements-OSHPD Approval LATERAL BRACE Fastener Information Fastener Orientation NFPA Type H Maximum Load 610 lbs(277 kg) TOLCO FIG. 1000 ji FAST CLAMP Diameter 1/2 Length 4.5 Type LAG Brace Identification on Plans SB2 Orientation of Brace Lateral Braced Pipe:4"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length I Total Calculated Load 4"Sch.10 Steel Pipe(101.6 mm) 20ft(6.1 m) 118 lbs(54 kg) 3"Sch.10 Steel Pipe(76.2 mm) 9ft(2.7 m) 36 lbs(16 kg) 2.5"Sch.10 Steel Pipe(63.5 mm) 128ft(39 m) 377 lbs(171 kg) Percentage added for Fittings and Sprinklers 115% 80 lbs(36.29 kg) Total Adjusted Load of all pipe within Zone of Influence 610 lbs(277 kg) (1'01-Brace Version it Tol-Brace Seismic Calculations EARNEST IMAGES Job#4195 COOPER 13-Line ®TOLCO 6777 SW BONITA ROAD SUITE 100 Brace Identification SB2 Brace Type(Per NFPA#13) NFPA Type H Braced Pipe 4"Sch.10 Steel Pipe Spacing of Brace 20'0" (6.1 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 7' 0" (2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener LAG Length of Fastener 4.5 Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 20ft(6.1 m) 3"Sch.10 Steel Pipe(76.2 mm) 9ft(2.7 m) 2.5"Sch.10 Steel Pipe(63.5 mm) 128ft(39 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 610 lbs(277 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 610 lbs(277 kg) Fig.1000 Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1955 lbs(887 kg) Structural Member WOOD GLUE LAM BEAM Calculations prepared by JASON SAMPSON *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com TOLCO FIG. 98 ROD STIFFENER i _ 6'MAX.DISTANCE FROM TOP OF HANGER ROO 2' TO FIRST STIFFENER (MAX) .I-F--- a, \ MAX SPACING TOLCO FIG.96 BETWEEN FIG.oA TOLSTRUT A.12 • ROD STIFFENER (SEE CHART) CHANNEL 1+ q TORQU*RECOMMENDED FT-LBS �_ • TOLSTRUT A-12 ■ CHANNEL ■ TOLCO FIG.99 ALL THREAD ROO 318'THRU 718'ROD SIZE 2' r MAX.DISTANCE FROM ; , (MAX.) TOP OF HANGER TO _____F FIRST STIFFENER i rig:--, ik.,1 -_ i - opp..,1 ..`1 ri I-ii 1 \� .i- - - I 11 1 1 11 111 MAX.ROO MAX.SPACING ROD LENGTH WITHOUT BETWEEN LL TOLSTRUT A-12 SIZE STIFFENER TOLCO FIG.98 _ CHANT a EL 318' 19M 13' � TOLCO FIG,99 1R' 25' 18' , ALL THREAD ROD sr 31' 2y. I TOLCO FIG.96U 314' 37' 26' J ROD STIFFENER. 716' 43" 33" 1. 50' 38' 1114' 62' 43' ROD STIFFENERS ARE REQUIRED ONLY ON HANGER AND 1'THRU 1.114"ROD SIZE TRAPEZE ASSEMBLIES THAT HAVE SEISMIC BRACING ATTACHED AT OR WITHIN 4 OF THE ROD. A MINIMUM OF TWO STIFFENERS MUST BE INSTALLED. *RECOMMENDED TORQUE 1S 9 FT-LBS.(OR FINGER TIGHT PLUS ONE FULL TURN WITH A WRENCH). 13 5emolIONAVHIU[ A P P R O V E D - COMM.CAISM elm O�co Fixed Equipment Anchorage � ES� `"0""' Office of Stale Mde Health Planning and Development /A- -- _ -'� r.poq raamo m..a.rsN1i7Q ZUBAIR SHEIKH OPA- 0300 July 21, 2003 s W No. 4039• erl 7.010:' 0•:• v to ro.sr� "" * 0v 1231-0 a�? / - `�44 STRUCTURAL ENGINEER S 4039 . / G -V, p1 L ` �� PAGE: 11-18 DATE: Jtty 21,2003 TOLCO FIG. 1000 FAST CLAMP m 0 ,•r\ / ��. .....---) `.........j)... 4S• (4\,..). -. .;" kg A0 DESIGN LOAD 4 -` TIGHTEN NUTS UNTIL V' SHAPE LEAF SPRING FLATTENS DOWN. 4,0 ,- 70 BRACE MAX.HORIZONTAL -N /' PIPE SEISMIC LOAD a 4S• f SIZE 16 1,065 LDs. l 1 1l4• 1,064 LOS. �i FOR SCH.10.40 PIPE SIZES 1••6' 1\.:__,V • MAX.HORIZONTAL SEISMIC LOAD FOR UP TO 4•SCH.7 PIPE*443 LBS. 40 Y 1•MIN. NOTE:FOR PROJECTS REQUIRING COMPLIANCE WITH FM,USE 2.11'2"MIN. APPROVED 'P'C0 ®TDLCO Fixed Equipment Anchorage ' "' r:�rnm3o ......mica OAlca of Statewide Health Planning and Development , . - S �► t UBAR SHEIKH OPA- 0300 July 21, 2003 ,, ^' s No. +039 Q ""Maki k/3 Years Mmun�" * Em.1.2=3.1.&3 i 9j / iv d>44 r STRUCTURAL ENGINEER S 4035 *7191 .■ Aft,. ■ ...I sN> Pt III s 1� PAGE: 11-10 DATE: July 21.2003 TOLCO FIG. 980 UNIVERSAL SWIVEL SWAY BRACE ATTACHMENT ,-t TIGHTEN UNTIL COMES BOLT HEAD COMES OFF el 0 MP -I; a Idd --z- to..., _...:11 B 111( *NM 0 in ,f/ell II 1 / / ... / / MAXIMUM HORIZONTAL SEISMIC LOAD WI BRACE•45' t.'� 1.424 Lbs. 'a M:'* BRACE MAY BE TOLSTRUT A-12 CHANNEL.SCH.40 STEEL PIPE, OR OTHER APPROVED MEMBER 2.44 UL TEST CRITERIA ALLOWS FOR MAXIMUM DESIGN LOAD OF 2,765 Lbs.(1,964 Lbs.HORIZONTAL LOAD) MAX.ROD SIZE 3/4%FOR LARGER ROO DIAMETERS USE FIG.960H \ 8J1d1P9011 AVBAiE APPROVED ,rn ®TDLCc)Fi xed E uinment Anchorage Ir:p 4 3 Oft.o1 Slatev$da Health Planning and Development _ — —. .- • _ 011JBAIR SHEIKH OPA- 0300 July 21, 2003 " IV s .--•Valet for S Years Misrinrm"" 12—SL y � I;-! ) 0 ' UG � STRUCTURAL ENGINEER S 4039• so samara pis)32441011 \\,..4:::, CAL7....:,/ PAGE 11-1 DATE: July 21.2001 I DETAIL 1G FAST CLAMP TRANSVERSE RIGID BRACE 1'THROUGH 8'PIPE SIZE SEE STRUCTURAL ATTACHMENTS SECTION I TOLCO FIG.940 UNNERSAL SWAY BRACE ATTAC»1ENT. `i S. TIGHTEN UNTIL BREAK-0FF . , I I • BOLT HEAD COMES OFF. (I I ' (SEE PAGE 11.1) It I • li II I. . •ill al i ___ '_= J1 !: -"''M. 1 IN M , 1r + SCH.40 STEEL PIPE II TRANSVERSE BRACE \ (SEE PAGE 11.20) TOLCO FIG.1000 FAST CLAMP.INSTALL WITHIN 4"OF SUPPORT HANGER.ROO MAY REQUIRE A STIFFENER.(SEE PAGE 11.10) (TOM)FIG.1001,2001,OR 2002 MAY 8E SUBSTITUTED) 410V,..›. 1"MIN. NOTE:FOR PROJECTS REQUIRING COMPLIANCE WITH FM,USE 2-112'MIN. ei In II 411) .. TOLCO FIG.1001 SWAY , BRACE ATTACHMENT , . USE THIS OPTION WHEN BRACING COPPER OR C I PIPE A P P R O V E D — tars SAMPSON me wTDLCO Fixed Equipment Anchorage s «► ,.......,taco ORIce d Statewide Health Planning end Development ,. – • �• ---- OPA- 0300 July 21, 2003 ti .s - 2UBAIR SHEIKH •••w•a tot 3 r I * No. 4039 • Op, 12-31-03 • •`J.t1 i 4'/' .ivt:l V' STRUCTURAL ENGINEER S 4039 �"'�"� ale Sambas OM toe PAGE: 2.6 DATE: July 21.2003 • Bulletin 129 Rev.K CO c Reliabld Model G XLO Extra Large Orifice Sprinkler Extra Large Orifice Sprinkler . (SIN R2921) rl t , 1 Features /? --- The Reliable Model G XLO sprinkler offers the opportunity for: .L1,. 1. Pipe size reduction 2. Fewer sprinklers 3. Elimination of booster pumps 4. Increasing densities with existing systems 5. 1/2"NPT(R1/2)available for retrofit installations on It has been proven in full-scale fire testing,has complied with the applicable mechanical and hydraulic sections of the lat- est sprinkler standards and has Factory Mutual Approval and Listings & Approvals: Underwriters Laboratories and Underwriters Laboratories' of 1. Listed by Underwriters Laboratories, Inc. (UL). Canada Listings. 2. Listed by Underwriters Laboratories'of Canada(ULC). This product is intended for use as a standard response start- 3. Approved by Factory Mutual (FM) as a storage dard spray sprinkler in hydraulically designed systems with a sprinkler. minimum pressure of 7 psi (0.5 bar) in accordance with the 4. NYC MEA 258-93-E(NFPA 13*). area/density curves of NFPA 13*standards. UL Guide Number Design Criteria VNIV The following criteria apply when designing an automatic UL Listing Category sprinkler system utilizing the Model G XLO sprinkler for NFPA 13*applications. Sprinklers, Automatic and Open; Sprinklers for Storage • Protection (Control Mode Density Area) Sprinkler spacing shall be a minimum of 6 ft.(1.8m) • Sprinklers with 1" NPT(R1)are to be used for retrofit ap- plications only. Technical Data • Sprinkler discharge pressure for NFPA 13*standard and all Sprinkler Nominal K Factor Spdnlder Sprinkler Factory Mutual (FM)applications shall be a minimum of 7 Approvab3 Identification TYPe US Metric Height Number(SIN) psi(0,5 bar). Upright 0.64 3.14" • Factory Mutual (FM) Loss Prevention Data Sheets contain Orifice with 11.2 160 (80mm) 1,2,3,4 R2921 requirements which differ from NFPA.The Model G XLO is 3,4"NPT(R3/4) Approved by Factory Mutual for installations governed by Upright Data Sheets 8-9 and 2-0. Retrofit 0.64 11.2 160 3.25" 1,2,3,4 R2921 Th Orifice with (83mm) The Model G XLO Extra Large Orifice sprinkler is intended for Y"NPT(R' ) standard flow/pressure requirements and standard placement Note:This product has been tested and listed for storage applications as specified for NFPA storage requirements.The Model G XLO to qualify its use in lieu of 5.6K or 8.0K Factor sprinklers for the sprinkler is not a"Large Drop"Or"ESFR"sprinkler. protection of high-piled storage. Product Description Temperature Ratings The Reliable Model G XLO sprinkler is a center strut,solder in Sprinkler Maximum Ambient Frame Classification Rating Temperature Color compression,extra large orifice upright s rinkler that has been °F C °F C designed to control high challenge fires in both palletized and Ordinary 165 74 100 38 Uncolored rack storage occupancies utilizing relatively low water pres- Intermediate 212 100 150 66 White sures.This sprinkler is available with either the standard 3/4"NPT High 286 141 225 107 Blue (R 3A)threads for new installations or with 1/2"NPT(R1)threads *For sprinkler standards prior to3 1999 edition of NFPA 13, use NFPA for retrofit applications. standards 231,231 C,231 D&231 F. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 • Finishes Maintenance Standard Finishes Model G XLO Sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean Bronze sprinklers with soap and water,ammonia or any other cleaning • Chrome fluids. Remove dust by using a soft brush or gentle vacuuming. Special Application Finishes Remove any sprinkler which has been painted(other than facto- Lead Plated"' 165°F (74°C), 212°F (100°C) and ry applied)or damaged in any way. A stock of spare sprinklers 286°F(141°C)Temp.Ratings should be maintained to allow quick replacement of damaged Wax(1((2) - 165°F (74°C) Clear Wax, 212°F or operated sprinklers. Prior to installation,sprinklers should be (100°C)Brown Wax maintained in the original cartons and packaging until used to Wax/Lead('((2) - 165°F (74°C) Clear Wax, 212°F (100°C)Brown wax minimize the potential for damage to sprinklers that would cause improper operation or non-operation. t UL Listed only. (2)212°F(100°C)Brown wax may be used on 286°F(141°C)Sprinklers when maximum ambient temperatures do not exceed 150°F(66°C) Installation Ordering Information Reliable's Model G XLO sprinkler must be installed accord- Specify: ing to NFPA Standards or the appropriate Factory Mutual Loss 1. Sprinkler Model Prevention Data Sheets for all area/density methods of design 2. Temperature Rating as well as the Authority Having Jurisdiction. 3. Finishes The Model GXLO sprinkler meets the NFPA 13°standards for Model H Sprinkler approval by Factory Mutual and listings by Underwriters Labo- Use only the Model H ratories&Underwriters Laboratories of Canada. sprinkler wrench for sprinkler 4 xos removal and installation.Any • v) other type of wrench may damage the sprinkler. For sprinkler standards prior to 1999 edition of NFPA 13, use NFPA standards 231,231C,231D&231F. - , , 2.82" [71.6mm] (For 1/2" NPT) I1 I 2.71168.8mm) •,���_ (For 3/4" NPT) RASCO T 1.87" [47.5m 29FGO1A The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Productsmanufactured and distributed by Reliable have been protecting life and property for over 90 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by _ ® The Reliable Automatic Sprinkler Co., Inc. R� Recycled 431-1588 Sales Offices Paper eliable (800)(800)914)848-6051 829 2042 Sales Fax Revision lines indicate updated or new data. ( Corporate Offices www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.05/14 P/N 9999970022 Schedule 10 and Schedule 40 FM Approved and UL Listed Sprinkler Pipe Bull Moose Tube Company is a recognized producer Bull Moose Tube's Sch. 10 and Sch. 40 pipes are of quality pipe products. Our Schedule 10 and made to ASTM A135 and ASTM A795. These Schedule 40 are FM Approved and UL Listed (for U.S. products are typically supplied with our protective and Canada), even though these products do not coating but can be supplied without the coating so require separate approvals and listings. Bull Moose they can be hot-dip galvanized to meet FM Tube made the decision to have them approved and requirements for use in dry systems in accordance listed for your peace of mind. Our Sch. 10 and Sch. 40 with the zinc coating specifications of ASTM A795 or have been through the same rigorous testing as our ASTM A53. All Schedule 10 and Schedule 40 pipe other fine pipe products. has a pressure rating of 300 PSI. Schedule 10 Pipe Nominal Pipe Size(in) Nominal O.D. (in) Nominal I.D. (in) Weight/Ft Bundle Size 1 1.315 1.097 1.41 lbs/ft 91 1 1/4 1.660 1.442 1.81 lbs/ft 61 1 1/2 1.900 1.682 2.09 lbs/ft 61 2 2.375 2.157 2.64 lbs/ft 37 _ 21/2 2.875 2.635 3.53 lbs/ft 30 3 3.500 3.260 4.34 lbs/ft 19 4 4.500 4.260 5.62 lbs/ft 19 Schedule 40 Pipe Nominal Pipe Size (in) Nominal O.D. (in) Nominal I.D. (in) Weight/Ft Bundle Size 1 1.315 1.049 1.68 lbs/ft 70 1 1/4 1.660 1.380 2.27 lbs/ft 51 1 1/2 1.900 1.610 2.72 lbs/ft 44 2 2.375 2.067 3.66 lbs/ft 30 2 1/2 2.875 2.468 5.80 lbs/ft 30 3 3.500 3.068 7.58 lbs/ft 19 4 4.500 4.026 10.80 lbs/ft 19 PIPE PREPARATION For proper operation,all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket,pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint,scale,dirt,chips,grease,and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly,causing leakage. Also,check the manufacturer's instructions for the specific fitting used. n, Chesterfield,e Clarkson MO 63 For additional information, C �L US �� 1 v�yL1 Chesterfield,MO 63017 contact your salesperson /� (800)325-4467 today at(800)325-4467 or LISTED 1 ( BLN1.MOOSE TUBE GOMPANV FAX:(636)537-2645 (636)537-2600 in the USA, V www.bullmoosetube.com or from Canada AU i9 O)company e-mail:sales @bullmoosetube.com call(800)882-4666 4> APPROVED . All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 12/09 Sight Glass F P P I Description Fire Protection Products' Sight Glass are cast from high quality brass*alloy. This assures lasting performance and serviceability.Available in both "full flow" and "restricted orifice"design. Flow can be viewed through two high impact Lexan (polycarbonate)windows on either side of the sight glass.All models i feature male by female thread patterns for easy"in line" installation.The"full flow" design is suitable for system flow verification.The restricted orifice types can be used to simulate system sprinkler head flow which can be viewed through either window. Not designed to be used under pressure. wimminimmimmi Installation Specifications Installation can be made using readily available field tools and materials.Apply a suitable pipe thread sealant to the either the male or female threads.The brass ' Cast Sight Glass sight glass with the restricted orifice must be installed so the direction of flow is from the female thread to the male thread.This al- lows the restricted stream to Material: be viewed through the Lexan (polycarbonate)windows.The unrestricted models Body:Brass*Alloy Windows: Polycarbonate . may be installed in either direction, however,they should be installed consistent with industry standards.The sight glass threads have been machined according Finish: to standard iron pipe thread specifications. Installation is similar to other Rough Brass* threaded fittings.Caution:Do not over tighten.Over tightening will cause the Sizes: sight glass fitting to crack. 1"M x F Full flow 'h"orifice(F x F) "/a"orifice 11/a"MxF Approximate Sight Glass Dimensions 11/2"F x F take-out width depth 2"F x F All Full flow Pipe Size Restricting Orifice A B C 08-529-00 1" n/a 31/2" 21" 21/2" *Contains lead.Not for use in 08-530-00 1" 1/2" 3'/a" 2'/8" 2'/a" water systems intended for human consumption. 08-531-00 11/4" n/a 4" 21/2" 21/2" 08-532-00 1" 1 7/32" 4" 21/2" 21/2" 08-533-00 11/2" n/a 3Ya" 21/4" 3'4" 08-535-00 2" n/a 33's" 2'/s" 2'/s" 3198 LIONSHEAD AVE TEL+1 760 599 1168 +1 800 344-1822 FAX+1 800 344-3775 0 2012 Fire Protection Products,Inc. A • V OK COUPLINGS (*iANV L FIG. 7000 Lightweight Flexible Coupling The Fig.7000 Lightweight Flexible Coupling is designed for applications where system flexibility is desired. RIP The Fig.7000 Coupling is approximately 30%lighter in weight than the Fig.7001 Coupling,and allows for working pressure ratings up to 600 psi (41.4 bar). The Figure 7000 Lightweight Flexible Coupling is intended for use in `L T APPROVED several applications.See gasket Grade Index for gasket recommendations. r�U.vq.MOPa.A o.W.A LYMA o, v..our labalte el wvaurnAllnleom or contact an Anvi.Sobs.apre•ontOve. See technical data section for design factors. MATERIAL SPECIFICATIONS ANSI BOLTS&HEAVY HEX NUTS: ❑ Grade"T"Nitrite(Orange color code) Heat treated,oval neck track head bolts conforming to ASTM A 183 20'F to 180°F(Service Temperature Range)(-29°C to 82°C) Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex Recommended for petroleum applications.air with oil vapors and nuts of carbon steel conforming to ASTM A 563 Grade A or Grade B,or vegetable and mineral oils. J995 Grade 2.Bolts and nuts are provided zinc electroplated as standard. NOT FOR USE IN HOT WATER OR HOT AIR METRIC BOLTS&HEAVY HEX NUTS: ❑ Grade"0"Fluoro-Elastomer(Blue color code) Heat treated,zinc electroplated oval-neck track head bolts made of Size Range:1"-8"(C style only) carbon steel with mechanical properties per ISO 898-1 Class 8.8.Hex -20°F to 300°F(Service Temperature Range)(-29°C to 149°C) nuts and bolts are zinc electroplated followed by a yellow chromate dip. Recommended for high temperature resistance to oxidizing acids, STAINLESS STEEL BOLTS&NUTS: petroleum oils,hydraulic fluids,halogenated hydrocarbons and • 304SS Stainless Steel bolts and nuts are available as a standard option. lubricants. (316SS are available for special order). ❑ Grade"L"Silicone(Red color code) HOUSING: Size Range:1"-8"(C style only) Ductile Iron conforming to ASTM A 536,Grade 65-45-12 -40°F to 350°F(Service Temperature Range)(40°C to 177°C) Recommended for dry,hot air and some high temperature chemical COATINGS: services. ❑ Rust inhibiting paint—Color:ORANGE(standard) ❑ Hot Dipped Zinc Galvanized(optional) GASKET TYPE: ❑ Other Colors Available(IE:RAL3000 and RAL9000) ❑ Standard C Style n" 8") For other Coating requirements contact an Anvil Representative. ❑ Flush Gap(1" 8") GASKETS:Materials LUBRICATION: Properties as designated in accordance with ASTM D 2000 ❑ Standard Gruvlok ❑Gruvlok XtremeTM(Do Not use with Grade"L') ❑ Grade"EP"EPDM(Green and Red color code) -40°F to 250"F(Service Temperature Range)(-40°C to 121°C) Recommended for water service,diluted acids,alkalies solutions, oil-free air and many other chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. For hot water applications the use of Gruvlok Extreme Temperature lubricant is recommended.NSF-61 Certified for cold and hot water applications up through IT PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved ° Engineer: Remarks: Submittal Date: Notes 1: Notes 2: GL-3.14 • GI OK COUPLINGS (4)&1 FIG. 7000 Lightweight Flexible Coupling �z - Y I 1 /ni• Iry ibs\ ale I p �� I //w/ I n FIGURE 7000 COUPLING Nominal Max. Max.End Range of Deflection from Q Coupling Dimensions Coupling Bolts Specified Torque§ Approx. Size O.D. Working Load Pipe End Wt.Ea. Pressure Separation Per Coupling of Pipe X Y Z Qty. Size Min. Max. In./DN(mm) In./mm PSI/bar Lbs./kN In./mm M./R-mm/m 1n./mm lahnm In./mm In./mm Fl-Lbs/N-m Lbs/Kg 1 1.315 600 815 0-1h2 1°22' 0.29 2% 41/4 13/4 2 3/e x 21/4 30 45 1.3 25 33.4 41.4 3.62 0-0.79 23.8 60 108 44 M10 x 57 40 60 0.6 11/4 1.660 600 1,299 0-1/22 1°5' 0.23 23/4 4% 13/4 2 %x 21/4 30 45 1.4 32 42.2 41.4 5.78 0-0.79 18.8 70 111 44 M10 x 57 40 60 0.6 11/2 1.900 600 1,701 01h2 0°57' 0.20 3 4% 13/4 2 3h x 21/4 30 45 1.5 40 48.3 41.4 7.57 0-0.79 16.5 76 117 44 M 10 x 57 40 60 0.7 2 2.375 600 2,658 0-1h2 0°45' 0.16 31 51/2 13/4 2 %x 21/4 30 45 1.7 50 60.3 41.4 11.82 0-0.79 13.1 89 140 44 M10 x 57 40 60 0.8 21/2 2.875 600 3,895 0-1/2z 0°37' 0.13 4 53A 13/4 2 3/e x 21/4 30 45 1.9 65 73.0 41.4 17.33 0-0.79 10.9 102 146 44 M10 x 57 40 60 0.9 3 0.D. 2.996 600 4,230 0-1/22 0°36' 0.13 4 ail 134 2 3.4 x 2:: 30 45 2.3 76.1 76.1 41.4 18.82 0-0.79 10.4 102 156 44 M10 x 57 40 60 1.0 3 3.500 600 5,773 0-'/2 0°31' 0.11 4% 63/4 13/4 2 1/2 x 23/4 80 100 2.9 _ 80 88.9 41.4 25.68 0-0.79 8.9 117 171 44 M12 x 70 110 150 1.3 3'h 4.000 600 7,540 0-1/22 0°27' 0.09 51/s 7% 13/4 2 1h x 3 80 100 3.1 90 101.6 41.4 33.54 0-0.79 7.8 130 194 44 M12 x 76 110 150 1.4 4.4 0.0. 4.250 600 8,512 0-3/n 1°16' 0.26 51 724 2 2 k x 3 80 100 4.0 108.0 108.0 41.4 37.86 0-2.38 22.0 140 197 51 M12 x 76 110 150 1.8 4 4.500 600 9,543 0 3hz 1°12' 0.25 5r 8% 2 2 1/2 x 3 80 100 4.6 100 114.3 41.4 42.45 0-2.38 20.8 149 206 51 M 12 x 76 110 150 2.1 5140.D. 5.236 500 10,766 0-3fz 1°2' 0.21 61/2 .9`:v- 2 2 5,f7 x 31/2 100 130 5.7 133.0 133.0 34.5 47.89 0-2.38 17.9 165 232 51 M16 x 85 135 175 2.6 51/2 0.D. 5.500 500 11,879 0-24 0°59' 0.20 634 9'A 2 2 5,8 x 3'h 100 130 6 139.7 139.7 34.5 52.84 0-2.38 17.0 171 238 51 M16 x 85 135 175 2.7 5 5.563 500 12,153 0-342 0°58' 0.20 7 9% 2 2 %e x 31/2 100 130 6.1 125 141.3 34.5 5406 0-2.38 16.8 178 244 51 M16 x 85 135 175 2.8 6'4 0.D. 6.259 500 15,384 0-3132 0°51' 0.18 7' 19½ 2 2 s4 x 31/2 100 130 6.7 159.0 159.0 34.5 68.43 0-2.38 14.9 191 264 51 M16 x 85 135 175 3.0 61/2 0.D. 6.500 500 16,592 03A2 0°50' 0.17 7'4 10% 2 2 54x31 100 130 7.0 165.1 165.1 34.5 73.80 0-2.38 13.1 197 273 51 M16 x 85 135 175 3.2 6 6.625 500 17,236 0-3hs 0°49' 0.17 8 11 2 2 %x 31/2 100 130 8.1 150 168.3 34.5 76.67 0-2.38 14.1 203 279 51 M16 x 85 135 175 3.7 8 8.625 500 29,213 0-3hz 0°37' 0.13 101 1213Ae 21/2 2 3/4 x 41/2 130 180 14.2 200 219.1 34.5 129.95 0-2.38 10.9 264 337 60 M20 x 110 175 245 6.4 NOTES: For additional details see'Coupling Data Chart Notes'on page 17. Range of Pipe End Separation and Angular Deflection values are for roll grooved pipe and may be doubled for cut groove pipe.See page 190 for details. §-For additional Bolt Torque information,see page 190. Refer to page 196 for Misalignment&Deflection Calculations and page 197 for Curve Layout Calculations. i See Installation&Assembly directions on page 159. I Not for use in copper systems. GL-6.11 COUPLINGS FIG. 7000 Lightweight Flexible Coupling 4_ 1 i r— ae 1CHECK&LUBRICATE GASKET— n GASKET INSTALLATION—Slip the /o ALIGNMENT—After aligning the two Check gasket to be sure it is compatible gasket over the pipe end,making sure the J pipe ends together,pull the gasket into for the intended service.Apply a thin coating gasket lip does not overhang the pipe end. position,centering it between the grooves on of Gruvlok lubricant to the exterior surface and each pipe.Gasket should not extend into the sealing lips of the gasket.Be careful that foreign groove on either pipe. particles do not adhere to lubricated surfaces. .,X HOUSINGS—With one nut unthreaded IC TIGHTEN NUTS—Tighten the nuts CASSEMBLY IS"into the end of the bolt,unthread the other jalternately and equally to the specified bolt UVisually inspect the pipe joint to assure the nut completely and swing the coupling housing torque.The housing bolt pads must make metal- coupling keys are fully engaged in the pipe halves over the gasket,making sure the housing to-metal contact. grooves and the bolt pads are in firm even metal- keys engage the grooves.Insert the bolt and to-metal contact on both sides of the coupling. turn the nuts finger tight. CAUTION:Uneven tightening may cause the gasket to pinch. CAUTION:Proper torquing of coupling bolts is required to obtain specified performance.Over torquing the bolts may result in damage to the bolt and/or casting which could result in pipe joint separation.Under torquing the bolts may result in lower pressure retention capabilities,lower bend load capabilities,joint leakage and pipe joint separation.Pipe joint separation may result in significant property damage and serious injury. GL-3.14 . 10/011.1111 FITTINGS FOR GROOVED-END PIPE : niy! . ❑ FIG. 7062 ❑ FIG. 7065 Bullhead Tee(GR x GR x FPT) Standpipe Tee(GR x GR x FPT) C to FOR } �� O.D. O.D. t } :C to EOB C to EOB Cto EOR FIGURE 7062 BULLHEAD TEE FIGURE 7065 STANDPIPE TEE (GR x GR x FPT) (GR x GR x FPT) Nominal Center to End Center to End Approx. Nominal 0 D Center to End Center to End Approx. Size of Run of Branch Wt.Ea. Size of Run of Branch Wt.Ea. In./DN(mm) Minn In./mm Lbs./Kg h./121(mm) In./mm In./mm In./mm Lbs.Kg 5x5x8 73/4 51/2 31.0 4x4x21 4.500 31/4 4 7.6 125 x 125 x 200 197 140 14.1 100 x 100 x 65 114.3 83 102 3.4 6 x 6 x 8 73/4 61/2 37.6 6x6x21/2 6.625 31/4 51 11.2 150 x 150 x 200 197 165 17.1 150 x 150 x 65 168.3 83 130 5.1 See Fitting Size chart on page 51 for 0.D. s©° O See Fitting Size chart on page 51 for 0.D. These fittings are designed to provide minimal pressure drop and uniform strength. MB APPROVED These fittings are designed to provide minimal pressure drop and uniform Pressure ratings of Gruvlok Fittings conforms to those of Fig.7001 Gruvlok For Le wPa,d Camels and Uneaten, strength.Pressure ratings of Gruvlok Fittings conforms to those of Rg.7001 Standard Coupling. .r Gruvlok Standard Coupling. ❑ FIG. 7050DR FIGURE 7050DR 90 DRAIN ELBOW 90°Drain elbow Nominal Max Dimensions Approx. 0.D. Working Size Pressure C to E H Wt.Ea. F In./DN(mm) !n./mm PSI/bar InJmm 1n./mm Lbs/Kg C t Io E 11/4 1.660 300 23/4 13/4 0.7 L-- O.D. 32 42.2 20.7 69 44 0.3 i 11/2 1.900 300 23A 13/4 1.7 40 48.3 20.7 69 44 0.8 --I H I- 2 2.375 300 31/4 13/4 2.0 50 60.3 20.7 83 44 0.9 Available fabricated Schedule 10 only. 21/2 2.675 300 33/4 1 gib 2.5 Drain elbow has a standard 1"female NPT outlet. 65 73.0 20.7 95 48 1.1 3 3.500 300 41/4 2 3.2 80 88.9 20.7 108 51 1.5 4 4.500 300 5 2'/4 4.6 100 1143 20.7 127 57 2.1 5 5.583 300 51/2 2% 11.5 125 141.3 20.7 140 60 5.2 6 6.625 300 61/2 2% 9.6 150 168.3 20.7 165 60 4.4 8 8.625 300 73/4 21/2 15.8 200 219.1 20.7 197 64 7.2 10 10.750 300 9 23/4 48.5 250 273.1 20.7 229 69 22.0 12 12.750 300 10 23/4 66.0 300 323.9 20.7 254 69 29.0 PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ['Approved as noted Contractor: ❑Not approved - Engineer: Remarks: Submittal Date: - Notes 1: Notes 2: GL-7.12 • FITTINGS FOR GROOVED-END PIPE e)ANV!L - Gruvlok fittings are available through 24"nominal pipe NSF/ANSI61 FM t: �L us size in a variety of styles.Use the Fitting Size Table to istEO APPROVED lac convert nominal pipe size to corresponding pipe O.D. For Listings/Apprwal Details and Lir,ttations, visit our websde at www.anwintl.com or These fittings are designed to provide minimum C OR COnuctanAnw'SalesRepesenatve. \y, pressure drop and uniform strength. NSF-61 Galvanized Low�L�Approved Depending on styles and size,Gruvlok fittings are , lk ,,, provided in various materials including ductile iron, forged steel or fabricated steel. Pressure ratings of Gruvlok standard fittings conform to those of Fig.7001 Gruvlok coupling. - Not for use in copper systems. FLOW DATA-FRICTIONAL RESISTANCE MATERIAL SPECIFICATIONS (EXPRESSED AS EQUIVALENT STRAIGHT PIPE) CAS, Nom. 0.D. Pipe Wall Elbow Tee Ductile iron conforming to ASTM A 536,Grade 65-45-12 Size Thickness sir as, Branch Rug Malleable iron conforming to ASTM A 47 m Wm 11.An Rim Mtn Rim FABRICATED FITTINGS: 1 1.315 0.133 1.7 0.9 4.4 1.7 25 33.4.4 14 0.5 0.3 1.3 0.5 Carbon steel, conforming 1-12"Carbl,Schedule 40formin to ASTM A 53,Grade B 11/4 1.660 0.140 2.3 1.2 5.8 2.3 14-24"Carbon steel,0375 wall,conforming to ASTM A 53,Grade B _ 32 42.2 3.6 0.7 0.4 1.8 0.7 11/2 1.900 0.145 2.7 1.3 6.7 2.7 COATINGS: 40 48.3 3.7 0.8 0.4 2.0 0.8 Rust inhibiting paint-Color.ORANGE(standard) 2 2.375 0.154 3.4 1.7 8.6 3.4 Hot Dipped Zinc Galvanized conforming to ASTM A 153(optional) 50 2.875 3.9 1.0 0.5 2.6 1.0 Other Colors Available IE:RAL3000 and RAL9000) fz 2.875 0.203 4.1 2.1 10.3 4.1 ( ) 65 73.0 5.2 1.2 0.6 3.1 1.2 . 3 0.0. 2.996 0.197 4.3 2.2 10.8 4.3 76.1 76.1 5.0 1.3 0.7 3.3 1.3 3 3.500 0.216 5.1 2.6 12.8 5.1 80 88.9 5.5 1.6 0.8 3.9 1.6 FITTING SIZE 4'4 0.0. 4.250 0.220 6.4 3.2 16.1 6.4 " 108.0 108.0 5.6 2.0 1.0 4.9 2.0 Nominal Nominal 4 4.500 0.237 6.7 3.4 16.8 6.7 Size 0'D' Size O.D. 100 114.3 6.0 2.0 1.0 5.1 2.0 ' 5'/0.D. 5.236 0.248 8.0 4.0 20.1 8.0 ) ) him 133.0 133.0 6.3 2.4 1.2 6.1 2.4 1 1.315 5 5.563 51/2 0.0. 5.500 0.248 8.3 4.2 20.9 8.3 25 33.4 140 141.3 139.7 139.7 6.3 2.5 1.3 6.4 2.5 1'/4 1.660 6'4 0.0. 6.259 5 5.563 0.258 8.4 4.2 21.0 8.4 32 42.4 159.0 159.0 125 141.3 6.6 2.6 1.3 6.4 2.6 11/2 1.900 61/2 0.0. 6.500 6'4 0.D. 6.259 0.280 9.7 4.9 24.3 9.7 40 48.3 165.1 165.1 159.0 159.0 7.1 3.0 1.5 7.4 3.0 2 2.375 6 6.625 61 O.D. 6.500 0.280 10.0 5.0 24.9 10.0 50 60.3 150 _ 168.3 165.1 165.1 7.1 3.0 1.5 7.6 3.0 21/2 2.875 8 8.625 6 6.625 0.280 10.1 5.1 25.3 10.1 65 73.0 200 219.1 150 168.3 7.1 3.1 1.6 7.7 3.1 3 0.0. 2.996 10 10.750 8 8.625 0.322 13.3 6.7 33.3 13.3 76.1 76.1 250 273.0 200 219.1 8.2 4.1 2.0 10.1 4.1 10 10.750 0.365 16.7 8.4 41.8 16.7 3 3.500 12 12.750 250 273.1 9.3 5.1 2.6 12.7 5.1 80 88.9 300 323.9 12 12.750 0.375 20.0 10.0 50.0 20.0 31/2 4.000 14 14.000 300 323.9 9.5 6.1 3.0 15.2 6.1 90 101.6 350 355.6 14 14.000 0.375 22.2 17.7 64.2 22.9 4 4 0.0. 4.250 16 16.000 350 355.6 9.5 6.8 5.4 19.6 7.0 108.0 108.0 400 406.4 16 16.000 0.375 25.5 20.4 73.9 26.4 4 4.500 18 18.000 400 406.4 9.5 7.8 6.2 22.5 8.0 100 114.3 450 457.2 18 18.000 0.375 28.9 23.1 87.2 31.1 5'ii 0.D. 5.236 20 20.000 450 457.2 9.5 8.8 70 266 9.5 133.0 133.0 500 508.0 20 20.000 0.375 32.2 25.7 97.3 34.8 51/2 0.0. 5.500 24 24.000 500 508.0 9.5 9.8 7.8 29.7 10.6 139.7 139.7 600 609.6 24 24.000 0.375 38.9 31.1 113.0 40.4 600 609.6 9.5 11.9 9.5 34.4 12.3 The Fitting Size Chart is used to determine the 0.D.of the pipe that the fittings is to be used with. For the reducing tee and branches,use the value that is corresponding to the branch Gruvlok Fittings are identified by either the Nominal size.For example:for 6"x 6"x 3"tee,the branch value of 3"is 12.8 ft(3.9). size in inches or the Pipe 0.9.in/mm. • GL-Rev (MEM COUPLINGS FIG. 7400 Rigidlite® Coupling The Fig.7400 Rigidlite Coupling from Gruvlok is specially designed to provide a rigid, / locked-in pipe connection to meet the specific demands of rigid design steel pipe • systems.Fast and easy swing-over installation of the rugged lightweight housing produces a secure,rigid pipe joint. The Fig.7400 Rigidlite Coupling is UL/ULC Listed and FM Approved for 300 psi(20.7 bar)with roll grooved or cut grooved steel pipe prepared in accordance with Gruvlok grooving specifications. VdS c UL Ds FM The galvanized Fig.7400 is ideal for stainless steel piping application where the LISTED APPROVED Forustings/Approval Details and Limitations, external corrosion properties of stainless steel is not required. For Gruvlok coupling ON 50 and ON 200 visit our website at NMw.anvilinhi.com or „ees are vaSnpp.n nd contact anAnunP Saks Representative. pressure ratings on stainless steel pipe,please refer to page 214. MATERIAL SPECIFICATIONS ANSI BOLTS&HEAVY HEX NUTS: ❑ Grade'T"Nitrile(Orange color code) Heat treated,oval neck track head bolts conforming to ASTM A 183 -20°F to 180°F(Service Temperature Range)(-29°C to 82°C) Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex Recommended for petroleum applications.air with oil vapors and nuts of carbon steel conforming to ASTM A 563 Grade A or Grade B,or vegetable and mineral oils. J995 Grade 2.Bolts and nuts are provided zinc electroplated as standard. NOT FOR USE IN HOT WATER OR HOT AIR METRIC BOLTS&HEAVY HEX NUTS: ❑ Grade"0"Fluoro-Elastomer(Blue color code) Heat treated,zinc electroplated oval-neck track head bolts made of Size Range:1"-8"(C style only) carbon steel with mechanical properties per ISO 898-1 Class 8.8.Hex 20°F to 300°F(Service Temperature Range)(-29°C to 149°C) nuts and bolts are zinc electroplated followed by a yellow chromate dip. Recommended for high temperature resistance to oxidizing acids, STAINLESS STEEL BOLTS&NUTS: petroleum oils,hydraulic fluids,halogenated hydrocarbons and 304SS Stainless Steel bolts and nuts are available as a standard option. lubricants. (316SS are available for special order). ❑ Grade"L"Silicone(Red color code) HOUSING: Size Range:l"-8"(C style only) Ductile Iron conforming to ASTM A 536,Grade 65-45-12. -40°F to 350°F(Service Temperature RangeX-40°C to 177°C) Recommended for dry,hot air and some high temperature chemical COATINGS: services. ❑ Rust inhibiting paint—Color:ORANGE(standard) ❑ Hot Dipped Zinc Galvanized(optional) GASKET TYPE: ❑ Other Colors Available(IE:RAL3000 and RAL9000) ❑ Standard C Style 11 8") For other Coating requirements contact an Anvil Representative. 0 Flush Gap(1" 8") GASKETS:Materials LUBRICATION: Properties as designated in accordance with ASTM D 2000 0 Standard Gruvlok 0 ❑Gruvlok XtremeTM(Do Not use with Grade'1.") ❑ Grade"EP"EPDM(Green and Red color code) -40T to 250°F(Service Temperature Range)(-40°C to 121°C) Recommended for water service,diluted acids,alkalies solutions, oil-free air and many other chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. For hot water applications the use of Gruvlok Extreme Temperature lubricant is recommended.NSF-61 Certified for cold and hot water applications up through 12". PROJECT INFORMATION APPROVAL STAMP Project: ['Approved Address: ['Approved as noted Contractor: ['Not approved Engineer: Remarks: Submittal Date: • Notes 1: Notes 2: GL-3.14 • GT ir.)ci COUPLINGS AM/IL FIG. 7400 Rigidlite® Coupling Y Z I�-�pq I Ana i Ins lien i il s X I n ! I ' is • FIGURE 7400 RIGIDLITE COUPLING Nominal Max.Win Max.End Rage of Coupling Dimensions Coupling Bolts Specified Torque§ Approx.Wt. Size O-D' Pressure Load Separation� X Y Z Oty. Size Min. Max. Ea. In./DN(mm) Inimm PSI/bar Lbs.ACN Inimm In./mm In./mm Inimm In./mm Ft.-Lbs./N-m Lbs.A(g 1 1.315 300 407 0-12 21/4 41/2 13/4 2 3/a x 214 30 45 1.2 25 33.4 20.7 1.81 0-0.79 57 114 44 M10 x 57 40 60 0.5 11/4 1.660 300 649 0-1/22 2% 43/4 13/4 2 31/2 x 214 30 45 1.3 32 42.2 20.7 2.89 0-0.79 67 121 44 M10 x57 40 60 0.6 11/2 1.900 300 851 0-1h2 2% 4% 13/4 2 3h x 214 30 45 1.4 40 483 20.7 378 0-0.79 73 124 44 M10 x 57 40 60 0.6 2 2.375 300 1,329 0-'/32 3'A 51/2 13/4 2 %x 2'h 30 45 1.6 50' 60.3 20.7 5.91 0-0.79 83 140 44 M10 x 57 40 60 0.7 21/2 2.875 300 1,948 0-1h2 37/e 6 13/4 2 %x 21/4 30 45 1.9 65 73.0 20.7 8.66 0-0.79 98 152 44 M10 x 57 40 60 0.9 3 0.0. 2.996 300 2,115 0-532 4 51 13,4 2 3,i x 2'/ 30 45 1.9 76.1 76.1 20.7 9.41 0-0.79 102 149 44 M10 x 57 40 60 0.9 3 3.500 300 2,886 0-1/22 412 63/4 13/4 2 3h x 23/4 30 45 2.1 80 88.9 20.7 12.84 0-0.79 114 171 44 M10 x 70 40 60 1.0 4 4.500 300 4,771 0?h2 5% 73/4 1% 2 3h x 23/4 30 45 3.1 100 114.3 20.7 21,22 0-2.38 143 197 48 M10 x 70 40 60 1.4 51/2 0.0. 5.500 300 7,127 0-31/2.2 6'/a 9'4 2 2 1/2 x 3 80 100 4.5 139.7 139.7 20.7 31.70 0-2.38 171 235 51 M12 x 76 110 150 2.0 5 5.563 300 7,292 0-3h2 6% 91/4 2 2 1/2 x 3 80 100 4.6 125 141.3 20.7 32.44 0-2.38 175 235 51 M12 x 76 110 150 2.1 61/2 0.D. 6.500 300 9,955 0-3:i2 7'z 10' 2 2 !/Z x 3 80 100 5.5 165.1 165.1 20.7 44.28 0-2.38 200 264 51 M12 x 76 110 150 2.5 6 6.625 300 10,341 0?h2 7% 10% 2 2 1/2 x 3 80 100 5.5 150 168.3 20.7 46.00 0-2.38 200 264 51 M12 x 76 110 150 2.5 8 8.625 300 17,528 0-1/22 101/4 123/4 2% 2 1 x 3 80 100 8.4 200' 219.1 20.7 77.97 0-2.38 260 324 60 M12 x 76 110 150 3.8 Iio r E. For additional details see"Coupling Data Chart Notes'on page 17. Range of Pipe End Separation values are for roll grooved pipe and may be doubled for cut groove pipe. •DN 50 and DN 200 szes are VdS approved. Other sizes available,contact an Anvil Representative for more information. §-For additional Bolt Torque Information,see page 190. See Installation 8 Assembly directions on page 158. GL-5.13 orin COUPLINGS FIG. 7400 Rigidlite® Coupling ,CHECK&LUBRICATE GASKET— GASKET INSTALLATION—Slip the ALIGNMENT—After aligning the two Check the gasket to be sure it is compatible Lgasket over the one pipe,making sure the jpipe ends together,pull the gasket into for the intended service.Apply a thin coating of gasket lip does not overhang the pipe end. position.centering it between the grooves on Gruvlok Xtreme Lubricant to the entire surface, each pipe.The gasket should not extend into both internal and external,of the gasket.Be the groove on either pipe. careful that foreign particles do not adhere to lubricated surfaces. Mgr ASSEMBLY IS COMPLETE—Visually inspect the pipe joint to assure the coupling keys are fully engaged in the pipe grooves.The bolt pads are to have equal gaps on each side of 011 / the coupling. ■A& f A HOUSINGS—Remove one nut and bolt E TIGHTEN NUTS—Securely tighten 'Tand loosen the other nut.Place one housing j nuts alternately and equally to the specified over the gasket,making sure the housing keys fit bolt torque,keeping the gaps at the bolt pads into the pipe grooves.Swing the other housing evenly spaced. over the gasket and into the grooves on both CAUTION:Uneven tightening may cause the pipes,making sure the tongue and recess of gasket to pinch.Gasket should not be visible each housing is properly mated.Reinsert the between segments after bolts are tightened. bolt and run-up both nuts finger tight. CAUTION.Proper torquing of coupling bolts is required to obtain specified performance.Over torquing the bolts may result in damage to the bolt and/or casting which could result in pipe joint separation.Under torquing the bolts may result in lower pressure retention capabilities,lower bend load capabilities,joint leakage and pipe joint separation.Pipe joint separation may result in significant property damage and serious injury. GL-3.14 PIPE RINGS (:),IniviL Fig. 69 Adjustable Swivel Ring, Tapped Per NFPA Standards . g Size Range:1/2 through 8" - - Material:Carbon steel Finish:Galvanized Service:Recommended for suspension of non-insulated stationary pipe line. \Maximum Temperature:650°F Approvals:Complies with Federal Specification A-A-1192A(Type 10), WW-H-171-E(Type 10),ANSI/MSS SP-69 and MSS SP-58(Type 10).UL Listed and FM Approved(Sizes 3/a"-8"). Features: • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured swivel nut in the 1/2 through 6"sizes.The capture is permanent in the bottom portion of the band,allowing the hanger to be opened during installation if desired,but not allowing the nut to fall completely out. Ordering:Specify size,figure number and name. UL us Note:The acceptability of galvanized coatings at temperatures above 450°F is at the discretion LISTED APPROVED of the end user. Metric nut available upon request.Non-captured nut also available upon request. — �A ■ _ _.1 1 s F - FIG. 69: LOADS (LBS) •WEIGHT(LBS) • DIMENSIONS (IN) o Pipe Size Max Load Weight RodA ize B C F Width I lh 0.10 27/6 2 19/6 34 0.10 23/+ 1% 15/6 '/z"through 1"pipe 1 0.10 29/8 1 11A8 1 5 11/4 300 0.10 2% 13/4 % /8 f A 1% 0.10 3/e 2% 17/8 MN 2 0.11 31h 23/6 11/8 21/2 0.20 • 4 2% 15/6 525 3 0.20 313/,6 215/,6 13/,6 4 650 0.30 411/46 313/,6 1y/6 3/4 F C B 5 0.54 5%6 4% 6 1,000 0.65 1/2 671/6 _ 59/6 21/4 8 1.00 8 7 211/6 1 Note:Reflects changes in rod diameter from previously published data per recent revisions in MSS-SP-58&69 G 11/:through 8"pipe PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-11.11 NIBCO www.nibco.com AHEAD OF THE FLOW. Revision 9/7/2012 300 lb. WWP UL/FM Butterfly Valves Fire Protection Valve • Grooved Mechanical Style • Nylon Coated Ductile Iron Body • Extended Neck • Elastomer Encapsulated Disc • Internal Supervisory Switches Standard on-8 Version • Compatible with IPS Pipe 300 P51/20.7 Bar Non-Shock Cold Water 21/2"-8" 175 PSI/12.1 Bar Non-Shock Cold Water 10" UL/ULC LISTED • FM APPROVED • 21/2"-10"UL LISTED FOR INDOOR AND OUTDOOR SERVICE • CALIFORNIA STATE FIRE , MARSHALL LISTING NO.7770-1243:101 • APPROVED BY THE ---- NEW YORK CITY MEA 9-97-E,VOL.2 WHEN ASSEMBLED WITH / APPROPRIATE NYC INDICATOR FLAG MATERIAL LIST PART SPECIFICATION / 1. Upper Stem Stainless Steel ASTM A582 Type 416 I 2. Upper Bushing PTFE Bronze Sintered on Steel 3. "0"Ring EPDM 4. Body Ductile Iron ASTM A395 GD-1765-8N with Polyamide Coating 5. Disc Ductile Iron ASTM A395 10 GD-4765-8N* with EPDM Encapsulation (not shown) 6. Lower Bushing PTFE Bronze Sintered on Steel Grooved 7. Lower Stem Stainless Steel ASTM A582 Type 416 21/2"thru 8" 8. Dust Plug PVC 9. Nameplate Aluminum 10. Gear Operator Cast Iron and Steel I-1 11. Indicator Flag Cast Iron 12. Handwheel Cast Iron IuuII_____J •-BN version has two factory mounted internal supervisory switches. 9 • I -4N version is gear operated only o 0 Uses NIBCO model NTS-4 Switch Kit Polyamide coating has NSF certification. DIMENSIONS-WEIGHTS-QUANTITIES o 1--D Dimensions Size A B C D E F G H C J Mlle m In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. craw p 21/2 65 2.88 73 2.72 69 0.31 8 0.63 16 3.85 98 2.42 61 11.94 303 2.91 74 Al 3 0.D. 76.1 3.00 76 2.84 72 0.31 8 0.63 16 3.85 98 2.42 61 11.94 303 2.91 74 ® .. O 3 80 3.50 89 3.34 85 0.31 8 0.63 16 3.85 98 2.86 73 12.48 317 2.91 74 a 0 4 100 4.50 114 4.33 110 0.38 10 0.63 16 4.56 116 3.84 98 14.18 360 2.91 74 5 125 5.56 141 5.39 137 0.38 10 0.63 16 5.86 149 4.79 122 15.17 385 2.91 74 avg. o 6 150 6.63 168 6.45 164 0.38 10 0.63 16 5.86 149 5.73 146 17.54 446 2.91 74 F 61/2 0.0.165.1 6.51 165 6.32 161 0.38 10 0.63 16 5.86 149 5.73 146 17.54 446 2.91 74 W"J 8 200 B.63 219 8.44 214 0.44 11 0.75 19 5.26 134 7.71 196 19.42 493 2.91 74 % '"' " 10 250 10.75 273 10.56 268 0.50 13 0.75 19 6.29 160 9.56 243 24.03 610 3.90 99 O ._ p Dimensions Size J K L MN P CI R Weight K L� In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. Lbs. Kq. Ill . I 2'/2 65 3.54 90 2.13 54 5.82 148 5.67 144 4.19 106 3.25 83 5.9 150 3.46 88 22 10.0 I 30.0. 76.1 3.54 90 2.13 54 5.82 148 5.67 144 4.19 106 3.25 83 5.9 150 3.46 88 22 10.4 ■■ ir1 0 3 80 3.54 90 2.13 54 5.82 148 5.94 151 4.44 113 3.54 90 5.9 150 3.97 101 23 10.4 �e-1� 1 4 100 3.54 90 2.13 54 7.64 194 6.31 173 5.33 135 4.35 110 5.9 150 5.03 128 28 12.7 O 5 125 3.54 90 2.13 54 7.64 194 7.32 186 5.83 148 4.84 123 5.9 150 6.27 159 31 14.1 N if 6 150 3.54 90 2.13 54 7.64 194 8.62 219 7.11 181 5.93 151 5.9 150 7.25 184 41 18.6 � 6'/i 0.0.165.1 3.54 90 2.13 54 7.64 194 8.62 219 7.11 181 5.93 151 5.9 150 7.25 184 41 18.6 !AI 8 200 3.54 90 2.13 54 7.91 201 9.80 249 8.05 204 6.87 174 9.8 250 9.25 235 53 24.1 I P 10 250 3.98 101 3.03 77 9.49 241 11.61 295 9.86 250 9.17 233 18.0 457 11.80 300 88 40.0 \X D P II C OS R ® NIBCO INC.WORLD HEADQUARTERS•1516 MIDDLEBURY ST.•ELKHART.IN 46516-4740•USA•PH:1.800.234.0227 TECH SERVICES PH:1.:::.446.4226•FAX:1.888.234.0557•INTERNATIONAL OFFICE PH:+1.574.295.3327•FAX:+1.574.295.3455 www.nibco.com SYSTEM SENSOR WFDE Series Waterflow Detector The System Sensor WFDE series is compatible with pipe diameters ranging from 50mm through 200mm and can be mounted in a vertical or horizontal position. Features Robust Construction.The WFDE series consists of a rugged, IP54-rated enclosure.Designed for both indoor and outdoor use, •Compliant with Construction Products Directive the WFDE series operates across a wide temperature range,from •EC Certificate Number 0786-CPD-40151 0°C to 68°C(32°F to 155°F). •WFD30-2E models install in 50.8mm(2°)hole sizes Reliable Performance.WFDE models are equipped with tamper- IP54 rated enclosure resistant cover screws to prevent unauthorized entry.Inside,two sets • of SPDT(Form C)synchronized switches are enclosed in a durable ▪Sealed retard mechanism assures that the retard is not terminal block to ensure reliable performance. contaminated by dust and dirt when the cover is removed •Visual switch activation permits installer to accurately set the retard, False Alarm Immunity.The WFDE series incorporates a even under extremely noisy conditions mechanical retard feature,which minimizes the risk of false alarm due to pressure surges or air trapped in the sprinkler system.In •Rugged,dual SPDT switches are enclosed in a durable terminal addition,the mechanical retard's unique sealed design is immune block for added strength to dust and other contaminants. •100%synchronization activates both alarm panel and local bell simultaneously Simplified Operation.The WFDE series is designed to simplify installation.Two conduit openings permit easy attachment to the local alarm system.The retard mechanism and dual SPDT switches are field-replaceable. Agency Listings ® SSL CE VdS APPROVED 40�Wry 7E83724 34940006 1Z047AH afp836 0786 Waterflow Detector Specifications Engineering Specifications . Vane-type System Sensor WFDE series waterflow detectors shall be installed on system piping as designated on the drawings and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate nominal size,either a vertical upflow or horizontal run,at least 15 cm(6 in.)from any fittings,which may change water direction,flow rate or pipe diameter,or no closer than 61 cm(24 in.)from a valve or drain.The detector shall respond to waterflow in the specified direction after a preset time delay,which is field adjustable.The delay mechanism shall be a sealed mechanical pneumatic unit with visual indication of actuation.The actuation mechanism shall include a polyethylene vane inserted through a hole in the pipe and connected by a mechanical linkage to the delay mechanism.Outputs shall consist of dual SPDT switches(Form C contacts).Two conduit entrances(one of which is a knockout type)for standard fittings of commonly used electrical conduit shall be provided on the detectors.A grounding provision is provided.WFDE waterflow detectors shall be approved by Factory Mutual,LPC,VdS and SSL. Standard Specifications Static Pressure Rating LPC 17.25 BAR(250 PSI) VdS:PN16(16 BAR,232 PSI) Triggering Threshold Bandwidth(Flow Rate) 30-57 liters/minute Contact Ratings;Two sets of SPDT(Form C) 10.0 A @ 125/250 VAC 2.5A @24VDC Conduit Entrances Two openings 22.2mm(.875 in.)diameter.One open,one knock-out type Operating Temperature Range 0°C to 68°C(32°F to 155°F) Enclosure Rating IP54 U.S.Patent Numbers 5,213,205 Warranty 3 Years Compatible Pipe WFDE Field Wiring Diagram Ref.Pipe Nominal Pipe O.D. Wall Thickness Model Size mm (mm) (mm) SsM24-x / NOTE:COMMON AND B-NO UL-LISTED /1 CONNECTIONS WILL CLOSE COMPATIBLE SSV120-X WHEN VANE IS DEFLECTED,I.E., (in.) LPC VdS LPC VdS CONTROL PANEL WHEN WATER IS FLOWING.DUAL WFD2OE 50(2) 60.3 60.3 3.6 2.3/2.9 SWITCHES PPLICA I PERMIT POWER APPLICATIONS TO BE COMBINED DC WFD25E 65(211) 76.0 76.1 3.6 2.6/2.9 12OVDC OR- ) I ON A SINGLE DETECTOR. WFD30-2E 80(3) 88.8 88.9 4.0 2.9/3.2 SUGGESTED EOL CONTACT RATINGS INITIATING+ 125!250 VAC 10 AMPS • WFD4OE 100(4) 114.1 114.3 4.5 3.2/3.6 LOOP - ^ RESISTOR 24VDC 2.5 AMPS . WFD6OE 150(6) 165.1 168.3 5.0 4.0/45 � 1�,"•���'� � - WFD8OE 200(8) 219.1 219.1 6.3 4.5/5.9 -f"••� SCHEMATIC OF AIIG INDIVIDUAL SWITCH IN com • �i i.. �.��.� �.' �' Co DITIOONFLOV�r ^ Shipping Weight 7 17I I- WFD2OE WFD30-2E WFD4OE WFD6OE WFD8OE A ' " A Model Q BREAK WIRE AS WFD25E � swum I SMT01 Z y SHOWN FOR 1.85 kg 2.05 kg 2.36 kg 3.03 kg 3.45 kg �*-^ •�•�*r,. , SUPERVISION OF �I/1,7e d, .....•~ ��n•"'°? NOT ALLOW N.DO �U I I-(4.08 lbs.) (4.53 lbs.) (5.20 lbs.) (6.68 lbs.) (7.70 lbs.) d �m STRIPPED WIRE O4 °1 (°-N1DO LEADS TO EXTEND ._ ^. BEYOND SWITCH HOUSING.DO NOT Delay Adjustment Dial �� -r� LOOP WIRES. Delay / adjustment a'° 0 dial Ordering Information `' Model Pipe Size Hole Size 1 ■CD 1 WFD2OE 50mm(2') 31.8mm(1'A") WFD25E 65mm(21/2') 31.8mm(11/4") s` - 'i WFD30-2E 80mm(3") 50.8mm(2") WFD4OE 100mm(4") 50.8mm(2") WFD6OE 150mm(6") 50.8mm(2") Dial setting I 0 5 10 115 120 125 WFD8OE 200mm(8") 50.8mm(2") Dial setting equals delay in seconds.Reference only. *-- SYSTEM 02009 System sensor. �_`` SENSOR 3825 Ohio Avenue•St.Charles,IL 60174 n a«,swyeatochange,Na,«t„o sores r« `1y) N /1 Phone:800-SENSOR2•Fax:630-377-6495 ""ent product"h""'a"0f'including the Latest`ers°"d*is data sheet. A06-0243006.2N9•*1924 Seismic Bracing Fig.980- Universal Swivel Sway Brace Attachment-3/8"to 3/4" ®TOLCO Size Range: One size fits bracing pipe 1"(25mm)thru 2"(50mm), B-Line APPROVED 12 gauge(2.6mm)channel,and all structural steel up to 1/4"(31.7mm)thick. Material: Steel `- Function: Multi-functional attachment to structure or braced pipe fitting. m Features: This product's design incorporates a concentric attachment ��� opening which is critical to the performance of structural seismic connections. p NFPA 13 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component \/ B of a longitudinal or lateral sway brace assembly. It is intended to be combined with the"bracing pipe"and TOLCO"braced pipe"attachment, Fig. 1000, 1001, Set Bolt 4L,or other TOLCO approved attachment to pipe to form a complete bracing Included assembly. NFPA 13 guidelines should be followed. Mounting Hardware Is Not Included To Install: Place the Fig.980 onto the"bracing pipe".Tighten the set bolt until the head breaks off.Attachment can pivot for adjustment to proper brace angle. Approvals:—Approved by Factory Mutual Engineering(FM). For UL Listed information refer to page 66. Note: Fig.980 Swivel Attachment and Fig. 1000, 1001,4L or other TOLCO approved attachment to pipe that make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association(NFPA) Finish: Plain, Electro-Galvanized or Stainless Steel.Contact B-Line for alternative finishes. Order By: Figure number and finish. — Fig.980 Pat.#6,273,372,Pat.#6,517,030,Pat.#6,953,174, Pat.#6,708,930,Pat.#7,191,987,Pat.#7,441,730, Pat.#7,669,806 Designed to meet or exceed requirements of FM DS 2-8. Fig.4L (411. �';Lateral Brace Longitudinal �_---- Brace Part Mtg.Hdw. Mounting Hole Max.Design Load**(FM) Approx. Number Size A B D 30°-44° 45°-59° 60°-74° 75°-90° Wt./100 in. (mm) in. (mm) in. (mm) in. (mm) lbs./(kN) Ibs./(kN) Ibs./(kN) IbsJ(kN) lbs. (kg) 980-3/8 3/8" (9.51 51/4"(133.31 11/8" (47.6) 13/32"(10.3) I 149 (67.6) 980-1/2* 1/2"(12.7) 51/4"(133.3) 1718" (47.6) 17/32"(13.5) 1320 1970 2310 2550 148 (67.1) 980-5/8 5/a"(15.9) 51/4"(133.31 17/8" (47.6) 11/16"(17.5) (5.87) (8.76) (10.27) (11.34) I 147 (66.7) 980-3/4 3/4"(19.01 51/4"(133.31 17/8" (47.6) 13/16"(20.5) 146 (66.2) "Standard size. "R Installed with 1"or 11/4" Schedule 40 brace pipe. FM Approved design loads are based on ASD design method. Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly.B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line,except that,in addition to the other exclusions from B-Line's warranty,Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 67 by E:T•N Seismic Bracing Fig.4L- Longitudinal In-Line Sway Brace Attachment ®TOLCO Size Range: 21/2"(65mm)through 8"(200mm)IPS. Material: Steel APROVED " Function: For bracing pipe against sway and seismic disturbance. set Bolt&Hardware Included c .•' Approvals: Approved by Factory Mutual Engineering(FM), 21/2"(65mm) / •- through 8"(200mm)pipe. ."11:11, �; For UL Listed information refer to page 50. ∎�;, ' E Installation Instructions: Fig.4L is the"braced pipe"attachment it cn component of a longitudinal sway brace assembly.It is intended to be A combined with the"bracing pipe"and TOLCO structural attachment component to form a complete bracing assembly.NFPA 13 and/or FM guidelines should be followed. To Install: Place the Fig.4L over the pipe to be braced and tighten 0 bolts.Then engage"bracing pipe"into jaw opening and tighten set bolt until head snaps off.Jaw attachment can pivot for adjustment to proper 11 LI. brace angle. Finish: Plain.Contact B-Line for alternative finishes and materials. c Order By: Figure number, pipe size and finish. Designed to meet or exceed requirements of FM DS 2-8. %I \ / , • --. ..) T' ... i., F1 Iii stf, p T. 4-Way Riser Brace (plan view) Longitudinal Brace Pipe Max.Rec.Load(FM) Approx. Part Size A C D Bolt Size 30°-44° 45°-59° 60°-74° 75°-90° Wt./100 No. in. (mm) in. (mm) in. (non) in. (mm) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kg) 4L-21/2 21/2' (65) 67/16" (163.5) 21/2" (63.5) 23/4" (69.8) 1/2"-13 1030 (4.58) 1180 (5.24) 1420 (631) 1590 (7.07) 253 (114.7) 41-3 3" (80) 7" (177.8) 23/4" (69.8) 31/16" (77.8) 1/2"-13 1030 (4.58) 1180 (5.24) 1420 (6.31) 1590 (7.07) 268 (121.5) 41-4 4" (100) 81/2" (215.9) 33/6 (85.7) 311/16'(93.7) 1/2"-13 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 348 (157.8) 4L-5 5" (125) 93/4" (247.6) 37/8" (98.4) 43/8"(111.1) 1/2-13 530 (2.36) 730 (3.25) 890 (3.96) 990 (4.40) 380 (1723) 41-6 6" (150) 111/2" (292.1) 5' (127.0) 51/8"(130.2) 1/2"-13 530 (236) 730 (3.25) 890 (3.96) 990 (4.40) 640 (2903) 41-8 8' (200) 131/4' (336.5) 55/6"(142.8) 55/8(142.9) 1/2'-13 490 (2.18) 680 (3.02) 830 (3.69) 930 (4.13) 728 (330.2) FM Approved when used with 1', 11/4', 11/2'or 2'Sch.40 brace pipe. FM Approved design loads are based on ASD design method. Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly.B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line,except that,in addition to the other exclusions from B-Line's warranty,Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined • with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. ■ B-Line Fire Protection Solutions 51 by Elt•H Seismic Bracing Fig. 1000- "Fast Clamp" Sway Brace Attachment ®TOLCO Size Range: Pipe size to be braced: 1"(25mm)thru 4"(loomml 40 IPS. Pipe size used for bracing: 1"(25mm)and 11/4"(32mm)Schedule 40 IPS. * Maximum horizontal design load is 655 lbs.(2.91)&1 Torque requirement • is 6-8 ft./lbs. (8-10Nm). For pipe sizes larger than 4" (100mm)please refer to TOLCO Fig. 1001. Material: Steel Function: For bracing pipe against sway and seismic disturbance.Features: Field adjustable, making critical pre-engineering of bracing pipe /unnecessary. Unique design requires no threading of bracing pipe.Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Hardware Included Installation: Fig. 1000 is the"braced pipe"attachment component of a lateral sway brace assembly. It is intended to be combined with the"bracing pipe"and TOLCO structural attachment component, Fig.980 or other approved TOLCO seismic brace to form a complete bracing assembly. Follow NFPA 13 guidelines. To Install: Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1"extension. Brace pipe can be installed on top or bottom of pipe to be braced.Tighten hex nuts until leaf __ spring is flat. It is recommended that the brace angle be adjusted before hex nuts are fully tightened. %� Approvals: Approved by Factory Mutual Engineering(FM). For UL Listed information refer to page 68. Application Note: Position Fast Clamp and tighten two hex nuts until leaf spring flattens.A minimum of 1"pipe extension beyond the Fig. 1000 is recommended. Finish: Plain or Electro-Galvanized.Contact B-Line for alternative finishes and materials. Lateral Brace Order By: Order by figure number, pipe size to be braced,followed by pipe size used for bracing(1"(25mm)or 11/4"(32mm)),and finish. Designed to meet or exceed requirements of FM DS 2-8. Pipe Part Number&Approx.Wt./100 Design Load-Allowable Horizontal Capacity(lbf)Per Installation 1.2.3 Size i 1"(24mm)Brace Pipe 1114"(32mm)Brace Pipe 30°-44° 45°-59° 60°-74° 15°-90° in. (mm) I Lbs. (kg) Lbs. (kg) Lbs. (kN) Lbs. (kN) Lbs. (kN► Lbs. (kN) 1" (25) 1000-1 X 1 71.6 (32.5) 1000-1 X 11/4 75.8 (34.4) 200 (0.89) 280 (1.24) 340 (1.51) 380 (1.69) 11/4"(32) 1000-11/4 X 1 74.8 (33.9) 1000-11/4 X 11/4 79.1 (35.9) 200 (0.89) 280 (1.24) 340 (1.511 380 (1.691 11/2"(40) 1000-11/2 X 1 77.8 (35.3) 1000-11/2 X 11/4 82.1 (37.2) 200 (0.89) 280 (1.24) 340 (1.51) 380 (1.69) 2" (50) 1000-2 X 1 84.1 (38.1) 1000-2 X 11/4 88.4 (40.1) 200 (0.891 280 (1.24) 340 (1.51) 380 (1.69) 21/2"(65) 1000-21/2 X 1 90.2 (40.9) 1000-21/2 X 11/4 94.6 (42.9) 200 (0.89) 280 (1.24) 340 (1.511 380 (1.69) 3" (80) 1000-3 X 1 97.3 (44.1) 1000-3 X 11/4 101.7 (46.1) 230 (1.02) 320 (1.42) 400 (1.78) 450 (2.00) 31/2"(90) 1000-31/2 X 1 104.0 (47.2) 1000-31h X 11/4 108.4 449.2) 230 (1.02) 320 (1.42) 400 (1.78) 450 (2.00) 4" (100) 1000-4 X 1 110.3 (50.0) 1000-4 X 11/4 114.6 (52.0) 230 (1.02) 320 (1.42) 400 (1.781 450 (2.00) 1 FM Approved when used with 1,11/4,11/2,or 2 inch NPS Schedule 40 GB/T 3091,EN 10255H,or JIS G3451 steel pipe as the brace member. 2 Load rating for LW above refers to FM Approved Lightwall Pipe commonly referred to as"Schedule 7".These ratings may also be applied when EN 10220 and GB/T 8163 steel pipe. 3 Load rating for Schedule 10 above may be applied to GB/T 3092,EN 10255M and H,or JIS G3454,FM Approved Thinwall,or Schedule 40 steel pipes. Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly.B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line,except that,in addition to the other exclusions from B-Line's warranty,Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined • with products not provided by Eaton's B-Line Business. • All dimensions in charts and on drawings are in inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line Fire Protection Solutions 69 by E.T•N r 4 JR MERIT, INC. 4505 NE 68TH DRIVE VANCOUVER,WA 98661 HYDRAULIC CALCULATIONS FOR EARNEST IMAGES RACK STORAGE FILE NUMBER: EARNESTIMAGES2 DATE: JUL 29, 2014 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RACK STORAGE OF CLASS I-IV COMMODITY TO 18FT DENSITY: 0.38 gpm/sq. ft. AREA OF APPLICATION: 2400 sq. ft. COVERAGE PER SPRINKLER: 80 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 33 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1093.4 gpm TOTAL WATER REQUIRED (including hose) : 1593.5 gpm FLOW AND PRESSURE (@ RB) : 1093.4 gpm @ 70.1 psi SPRINKLER ORIFICE SIZE: 3/4 inch 11.2K NAME OF CONTRACTOR: JR MERIT DESIGN/LAYOUT BY: JASON SAMPSON AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 123738 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 49051981 ) HRS SYSTEMS, INC. v SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/29/2014 C:\HASSCALCULATIONS\EARNESTIMAGES2.SDF JOB TITLE: Earnist Images WATER SUPPLY DATA . SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 105.0 98.0 1680.0 98.7 1593.5 71.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1593.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1093.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 24.0 K=11.10 7.8 31.0 2 24.0 K=11.10 7.8 31.0 3 24.0 K=11.10 7.9 31.2 . 4 24.0 K=11.10 8.1 31.6 5 24.0 K=11.10 8.5 32.3 6 24.0 - - - - 8.8 - - - 7 24.0 K=11.10 8.7 32.7 8 24.0 K=11.10 8.6 32.5 9 24.0 K=11.10 8.5 32.4 10 21.0 - - - - 12.6 - - - 11 24.0 K=11.10 7.9 31.2 12 24.0 K=11.10 7.9 31.3 13 24.0 K=11.10 8.0 31.5 14 24.0 K=11.10 8.2 31.9 15 24.0 K=11.10 8.6 32.5 16 24.0 - - - - 8.9 - - - 17 24.0 K=11.10 8.8 32.9 18 24.0 K=11.10 8.7 32.7 19 24.0 K=11.10 8.7 32.7 20 21.0 - - - - 12.7 - - - 21 24.0 K=11.10 8.3 32.0 22 24.0 K=11.10 8.3 32.0 23 24.0 K=11.10 8.4 32.2 24 24.0 K=11.10 8.7 32.6 25 24.0 K=11.10 9.0 33.3 26 24.0 - - - - 9.3 - - - 27 24.0 K=11.10 9.2 33.7 28 24.0 K=11.10 9.1 33.5 29 24.0 K=11.10 9.1 33.5 30 21.0 - - - - 13.3 - - - 31 24.0 K=11.10 9.2 33.6 32 24.0 K=11.10 9.2 33.7 33 24.0 K=11.10 9.3 33.9 d SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/29/2.014 C:\HASSCALCULATIONS\EARNESTIMAGES2.SDF JOB TITLE: Earnist Images NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 34 24.0 K=11.10 9.6 34.3 35 24.0 K=11.10 10.0 35.0 36 24.0 K=11.10 10.3 35.6 37 24.0 - - - - 10.2 - - - 38 24.0 K=11.10 10.1 35.3 39 24.0 K=11.10 10.1 35.3 40 21.0 K=11.10 14.5 42.3 41 21.0 - - - - 16.1 - - - RT 21.0 - - - - 38.4 - - - A 5.0 - - - - 62.2 - - - B 5.0 - - - - 67.2 - - - RB 1.0 - - - - 70.1 - - - SRC 0.0 SOURCE 71.5 1093.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/29/2014 C:\HASSCALCULATIONS\EARNESTIMAGES2.SDF JOB TITLE: Earnist Images PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -31.0 2.635 PL 6.00 PF 0.0 1 24.0 11.1 7.8 31.0 1.8 120 FTG ---- PE 0.0 2 24.0 11.1 7.8 31.0 0.003 TL 6.00 PV Pipe: 2 -62.0 2.635 PL 8.00 PF 0.1 2 24.0 11.1 7.8 31.0 3.7 120 FTG ---- PE 0.0 3 24.0 11.1 7.9 31.2 0.012 TL 8.00 PV Pipe: 3 -93.3 2.635 PL 8.00 PF 0.2 3 24.0 11.1 7.9 31.2 5.5 120 FTG ---- PE 0.0 4 24.0 11.1 8.1 31.6 0.025 TL 8.00 PV Pipe: 4 -124.9 2.635 PL 8.00 PF 0.3 4 24.0 11.1 8.1 31.6 7.3 120 FTG ---- PE 0.0 5 24.0 11.1 8.5 32.3 0.043 TL 8.00 PV Pipe: 5 -157.2 2.635 PL 4.50 PF 0.3 5 24.0 11.1 8.5 32.3 9.2 120 FTG ---- PE 0.0 6 24.0 0.0 8.8 0.0 0.066 TL 4.50 PV Pipe: 6 97.6 2.635 PL 3.50 PF 0.1 6 24.0 0.0 8.8 0.0 5.7 120 FTG ---- PE 0.0 7 24.0 11.1 8.7 32.7 0.028 TL 3.50 PV Pipe: 7 64.9 2.635 PL 8.00 PF 0.1 7 24.0 11.1 8.7 32.7 3.8 120 FTG ---- PE 0.0 8 24.0 11.1 8.6 32.5 0.013 TL 8.00 PV Pipe: 8 32.4 2.635 PL 8.00 PF 0.0 8 24.0 11.1 8.6 32.5 1.9 120 FTG ---- PE 0.0 9 24.0 11.1 8.5 32.4 0.004 TL 8.00 PV Pipe: 9 -254.8 3.260 PL 3.00 PF 2.5 6 24.0 0.0 8.8 0.0 9.8 120 FTG 2T PE 1.3 10 21.0 0.0 12.6 0.0 0.058 TL 43.32 PV Pipe: 10 -31.2 2.635 PL 6.00 PF 0.0 11 24.0 11.1 7.9 31.2 1.8 120 FTG ---- PE 0.0 12 24.0 11.1 7.9 31.3 0.003 TL 6.00 PV Pipe: 11 -62.5 2.635 PL 8.00 PF 0.1 12 24.0 11.1 7.9 31.3 3.7 120 FTG ---- PE 0.0 13 24.0 11.1 8.0 31.5 0.012 TL 8.00 PV Pipe: 12 -93.9 2.635 PL 8.00 PF 0.2 13 24.0 11.1 8.0 31.5 5.5 120 FTG ---- PE 0.0 14 24.0 11.1 8.2 31.9 0.026 TL 8.00 PV J SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/29/2014 C:\HASSCALCULATIONS\EARNESTIMAGES2.SDF JOB TITLE: Earnist Images PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -125.8 2.635 PL 8.00 PF 0.4 14 24.0 11.1 8.2 31.9 7.4 120 FTG ---- PE 0.0 15 24.0 11.1 8.6 32.5 0.044 TL 8.00 PV Pipe: 14 -158.3 2.635 PL 4.50 PF 0.3 15 24.0 11.1 8.6 32.5 9.3 120 FTG ---- PE 0.0 16 24.0 0.0 8.9 0.0 0.067 TL 4.50 PV Pipe: 15 98.3 2.635 PL 3.50 PF 0.1 16 24.0 0.0 8.9 0.0 5.8 120 FTG ---- PE 0.0 17 24.0 11.1 8.8 32.9 0.028 TL 3.50 PV Pipe: 16 65.4 2.635 PL 8.00 PF 0.1 17 24.0 11.1 8.8 32.9 3.8 120 FTG ---- PE 0.0 18 24.0 11.1 8.7 32.7 0.013 TL 8.00 PV Pipe: 17 32.7 2.635 PL 8.00 PF 0.0 18 24.0 11.1 8.7 32.7 1.9 120 FTG ---- PE 0.0 19 24.0 11.1 8.7 32.7 0.004 TL 8.00 PV Pipe: 18 -256.6 3.260 PL 3.00 PF 2.5 . 16 24.0 0.0 8.9 0.0 9.9 120 FTG 2T PE 1.3 20 21.0 0.0 12.7 0.0 0.058 TL 43.32 PV Pipe: 19 -32.0 2.635 PL 6.00 PF 0.0 21 24.0 11.1 8.3 32.0 1.9 120 FTG ---- PE 0.0 22 24.0 11.1 8.3 32.0 0.003 TL 6.00 PV Pipe: 20 -64.1 2.635 PL 8.00 PF 0.1 22 24.0 11.1 8.3 32.0 3.8 120 FTG ---- PE 0.0 23 24.0 11.1 8.4 32.2 0.013 TL 8.00 PV Pipe: 21 -96.3 2.635 PL 8.00 PF 0.2 23 24.0 11.1 8.4 32.2 5.7 120 FTG ---- PE 0.0 24 24.0 11.1 8.7 32.6 0.027 TL 8.00 PV Pipe: 22 -128.9 2.635 PL 8.00 PF 0.4 24 24.0 11.1 8.7 32.6 7.6 120 FTG ---- PE 0.0 25 24.0 11.1 9.0 33.3 0.046 TL 8.00 PV Pipe: 23 -162.3 2.635 PL 4.50 PF 0.3 25 24.0 11.1 9.0 33.3 9.5 120 FTG ---- PE 0.0 26 24.0 0.0 9.3 0.0 0.071 TL 4.50 PV Pipe: 24 100.7 2.635 PL 3.50 PF 0.1 26 24.0 0.0 9.3 0.0 5.9 120 FTG ---- PE 0.0 27 24.0 11.1 9.2 33.7 0.029 TL 3.50 PV Pipe: 25 67.0 2.635 PL 8.00 PF 0.1 ' 27 24.0 11.1 9.2 33.7 3.9 120 FTG ---- PE 0.0 28 24.0 11.1 9.1 33.5 0.014 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/29/2014 C:\HASSCALCULATIONS\EARNESTIMAGES2.SDF JOB TITLE: Earnist Images PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 33.5 2.635 PL 8.00 PF 0.0 28 24.0 11.1 9.1 33.5 2.0 120 FTG ---- PE 0.0 29 24.0 11.1 9.1 33.5 0.004 TL 8.00 PV Pipe: 27 -263.0 3.260 PL 3.00 PF 2.6 26 24.0 0.0 9.3 0.0 10.1 120 FTG 2T PE 1.3 30 21.0 0.0 13.3 0.0 0.061 TL 43.32 PV Pipe: 28 -33.6 2.635 PL 6.00 PF 0.0 31 24.0 11.1 9.2 33.6 2.0 120 FTG ---- PE 0.0 32 24.0 11.1 9.2 33.7 0.004 TL 6.00 PV Pipe: 29 -67.3 2.635 PL 8.00 PF 0.1 32 24.0 11.1 9.2 33.7 4.0 120 FTG ---- PE 0.0 33 24.0 11.1 9.3 33.9 0.014 TL 8.00 PV Pipe: 30 -101.2 2.635 PL 8.00 PF 0.2 33 24.0 11.1 9.3 33.9 6.0 120 FTG ---- PE 0.0 34 24.0 11.1 9.6 34.3 0.029 TL 8.00 PV Pipe: 31 -135.5 2.635 PL 8.00 PF 0.4 . 34 24.0 11.1 9.6 34.3 8.0 120 FTG ---- PE 0.0 35 24.0 11.1 10.0 35.0 0.051 TL 8.00 PV Pipe: 32 -170.5 2.635 PL 4.50 PF 0.3 35 24.0 11.1 10.0 35.0 10.0 120 FTG ---- PE 0.0 36 24.0 11.1 10.3 35.6 0.077 TL 4.50 PV Pipe: 33 70.6 2.635 PL 3.50 PF 0.1 36 24.0 11.1 10.3 35.6 4.2 120 FTG ---- PE 0.0 37 24.0 0.0 10.2 0.0 0.015 TL 3.50 PV Pipe: 34 70.6 2.635 PL 8.00 PF 0.1 37 24.0 0.0 10.2 0.0 4.2 120 FTG ---- PE 0.0 38 24.0 11.1 10.1 35.3 0.015 TL 8.00 PV Pipe: 34A 35.3 2.635 PL 8.00 PF 0.0 38 24.0 11.1 10.1 35.3 2.1 120 FTG ---- PE 0.0 39 24.0 11.1 10.1 35.3 0.004 TL 8.00 PV Pipe: 34B -276.7 3.260 PL 3.00 PF 2.9 36 24.0 11.1 10.3 35.6 10.6 120 FTG 2T PE 1.3 40 21.0 11.1 14.5 42.3 0.067 TL 43.32 PV Pipe: 35 -254.8 4.260 PL 10.00 PF 0.2 10 21.0 0.0 12.6 0.0 5.7 120 FTG ---- PE 0.0 20 21.0 0.0 12.7 0.0 0.016 TL 10.00 PV Pipe: 36 -511.4 4.260 PL 10.00 PF 0.6 ' 20 21.0 0.0 12.7 0.0 11.5 120 FTG ---- PE 0.0 30 21.0 0.0 13.3 0.0 0.057 TL 10.00 PV • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/29/2014 C:\HASSCALCULATIONS\EARNESTIMAGES2.SDF JOB TITLE: Earnist Images PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 -774.4 4.260 PL 10.00 PF 1.2 30 21.0 0.0 13.3 0.0 17.4 120 FTG ---- PE 0.0 40 21.0 11.1 14.5 42.3 0.122 TL 10.00 PV Pipe: 38 -1093.4 4.260 PL 6.75 PF 1.6 40 21.0 11.1 14.5 42.3 24.6 120 FTG ---- PE 0.0 41 21.0 0.0 16.1 0.0 0.232 TL 6.75 PV Pipe: 39 -1093.4 4.260 PL 62.00 PF 22.3 41 21.0 0.0 16.1 0.0 24.6 120 FTG TL PE 0.0 RT 21.0 0.0 38.4 0.0 0.232 TL 96.23 PV Pipe: 40 -1093.4 4.260 PL 23.00 PF 16.9 RT 21.0 0.0 38.4 0.0 24.6 120 FTG T3L PE 6.9 A 5.0 0.0 62.2 0.0 0.232 TL 73.03 PV Pipe: 41 FIXED PRESSURE LOSS DEVICE B 5.0 0.0 67.2 0.0 5.0 psi, 1093.4 gpm A 5.0 0.0 62.2 0.0 Pipe: 42 -1093.4 4.260 PL 5.00 PF 1.2 . B 5.0 0.0 67.2 0.0 24.6 120 FTG ---- PE 1.7 RB 1.0 0.0 70.1 0.0 0.232 TL 5.00 PV Pipe: 43 -1093.5 8.390 PL 40.00 PF 1.0 RB 1.0 0.0 70.1 0.0 6.3 140 FTG T2LG PE 0.4 SRC 0.0 SRCE 71.5 (N/A) 0.006 TL 150.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.4 computer program under license no. 49051981 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.010 gpm and a maximum imbalance at any node of 0.469 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 24.6 ft/sec at pipe 42. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 96.78 psi compared to the minimum required pressure of 0.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/29/2014 C:\HASSCALCULATIONS\EARNESTIMAGES2.SDF JOB TITLE: Earnist Images (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 2.635 8.24 16.47 5.49 19.22 9.61 1.37 13.73 13.73 16.47 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatV1v NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 • cA c . o > WATER SUPPLY ANALYSIS W '-3 Static: 105 .00 psi Resid: 98 . 00 psi Flow: 1680. 0 gpm y H 120. 0 � N LEGEND 1 �o Available pressure 98.65 psi @ 1593.5 gpm w o n I H m Required pressure rt 100 . 0 1 2 71.53 psi @ 1593.5 gpm H ■'"A."EbuEOe.SupAly”c e w m ITI G . . . .B. System Deman urve W 7d H A C. Avai a�1 t S6ur�e CD m Z U r G zi E 80. 0 N ■ K N 2 P M th R n m E x o S 60 . 0 me S — n r > H U r n n R r z E F-3 r H K O N ( 40 . 0 m Cfl P m s z ± m N H H 20 . 0 m N it • ND w . 4 N m 0 . 0 -14 . 7 410 6/0 8/0 1 l (7t 00 1111 00 1410`` 1k0 1000 2d00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/29/2014 C:\HASSCALCULATIONS\EARNESTIMAGES2.SDF JOB TITLE: Earnist Images WATER SUPPLY CURVE 108+ *\\\\\\\\\\\\\\\ 1 \\\\\\\\\\\\\\\\ 1 \\\\\\\\\\\\\\\ 99+ 98.0 psi @ 1680 gp0-> * Flow Test Point 1 90+ 81+ 1 P 72+ X R 1 E 1 S 1 S 63+ U I R I E 1 54+ ( 1 P I S I 145+ ) I 36+ 27+ 1 18+ LEGEND IT 1 X = Required Water Supply 1 71.53 psi @ 1593.5 gpm 9+ I 0 = Available Water Supply " 1 98.65 psi @ 1593.5 gpm I „ 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/29/2014 C:\HASSCALCULATIONS\EARNESTIMAGES2.SDF JOB TITLE: Earnist Images Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len. (ft) Len. (ft) coef. K-factor 1 11.20 11.20 1.049 0.50 0.50 120.00 11.10 HYDRANT FLOW REQUEST FORM PROJECT: City Of Tigard flow ADDRESS: 6713 SW BONITA RD TIGARD OR CROSS STREET: FLOW HYDRANT LOCATION: 6713 SW BONITA STATIC: 105 RESIDUAL: 98 GPM: 1680 DATED: 06.17.13 RESIDUAL HYDRANT LOCATION: 6777 SW BONITA RD STATIC: 105 RESIDUAL: 103 GPM: DATED: 06.17.13 Water Availability Curve 110 100 -■- 90— r r 80- I. 70 fa_ P. 60 50 40 30— 20— 10— t 800 1600 2400 3200 4000 4800 5600 6400 7200 8000 Flow(GPM) •Static=105 psi. •Residual=98 psi at a flow of 1680 gpm. 1 1,00 AEU li Yvii) Lmr I 11114.1) 14200 j H 0 ------H Li- 10" CIP Q . ai ri lc N 8.. D,.,,,,,,.1.1 ..:. ...-ii.k.: .--„,i.: r,„.,- ,-... ,-.,---:: 1 1 W i - ( Flew H�lirast 8" DIP' - 1111 t � a IQ ! agza Z _ I N ti Q Ur Hid t '$77-.? lf' _� L____ 0 ..16"DIPa24"DIP B�NITA RD g ° i4,...,,,,/ rr 9 ii-,� �' -- fi-DIP 4 �,�,IP- 1Y a ,,� i�Ti i Q V ,....41. 1 O� O ; r:,) Z-4'. �, oo Feet c y ,fi,i I 2 C 2E C ? % rr DIP I 0 0 `� /I a- 0