Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
51543-Z
aoF s°l/Tyo`o Town of Southold P.O. Box 1179 414C4 53095 Main Rd uNTI. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47014 Date: 04/30/2026 THIS CERTIFIES that the building FIRE SPRINKLER COMMERCIAL Location of Property: 62300 Route 25 Southold, NY 11971 Sec/Block/Lot: 56.-6-6.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/20/2024 Pursuant to which Building Permit No. 51543 and dated: 01/13/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: NFPA 13 fire sprinkler system to an existing commercial building as applied for. The certificate is issued to: Port of Egypt Enterprs Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: Authorized Signature �� bFsvr,� r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE u SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51543 Date: 01/13/2025 Permission is hereby granted to: Port of Egypt Enterprs 62300 Route 25 Southold, NY 11971 To: install NFPA 13 fire sprinkler system to an existing commercial building as applied for with flood permit. Premises Located at: 62300 Route 25,Southold, NY 11971 SCTM#56.-6-6.1 Pursuant to application dated 11/20/2024 and approved by the Building Inspector. To expire on 01/13/2027. Contractors: Required Inspections: Fees: Fire Sprinkler-Commercial $300.00 Flood Permit $150.00 CO Commercial $100.00 Total 550.00 C 4 Building In ector OF SOGTyplo � v d-� E9ypfi * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 SW4 ,-6-4- I INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ vKFINAL ,jPM"V,�eV'_ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: ,cTlar�r _ Ok � Y �arwrs d OIL v DATE `Y �1624 . ANSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION (1ST) vJ ------------------------------------ FOUNDATION (2ND) Z O lv ROUGH FRAMING& a T1 PLUMBING r hn INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS C,V� Oil (3kp ( 2S �5 aZ 4 �o Z rn 1 b - W z x x d ro H F � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 https://www.southoldtownny.gov Floodplain Development Permit Application PRQP „ TY{ RNl Tlgl Flood Zone: FIRM Panel: SCTM# 1000- Address: IN City: Soo Zip: 11721 CQNTACT PERSQN�- , Name: Phone#: _ 9 Mailing Address: P12QJ E- DESCRlP C1Q 1 ; i 5ECTION A RUG1 t 1RAL t}El(EI QPMEN, CHECK ALLT1'lAT APPLY) r 4 { «ti Type of Sruefure Type r�l Structural Acrixty • ❑ Residential(1 to 4 families) ❑New structure ❑ Residential(more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure 5(Non-residential ❑ Relocation of existing structure ❑ Elevated ❑ Addition to existing structure ❑ Flood proofed(attach certification) StAlteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park =SECTION B ETHER I�EUEI:C}P11I NT (CHECK ALL THAT A PPL Y) ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By s3{�rttr� "below gree to e t rrs a,nd coed trans; f.thrs.y�era �t d cent% to the ices `(�f 4i wiled"�a the c if rrna{�nn cortt one " ,=f. .4�.€tv ,, ,'h.� _,, 33��.£� ,C7,: �.;o 1n fitils; (�plcatipri�s trne � ccrrate°i undrsand That rra ward rrry starr,trntll a permirs rss ed The permit xny be reuo� d #any fialse st�tertr� �tis a�" ede� reln�#rc� ak�d,'all work mu�cease�iratil permit is re;r �uetl��pev'elopmenfi shall no�G be ud oi"occupied," ` yr � ��' �'&� a s „. i� K': .: d' ✓ ro _ c. :. k untal a Cert of Cornp6arrce�s rssued She perrrrrt will„exprre rf no work rs corrmercedwrthn one ear trf rssuarice ither ermrts ma be �reglr�r�d�'1�p� kfi{l regula�tory��egti)rements�Appl#cant;g�ucs consenfi,co lbca(��utharrty ar,r`�pre�enfiatr#ve ta-m�k"e r ,nn�ble in.�pectlnnsx r, ` it ). a�, .-.,,w.... r .. ,: :,. �.. . • Application Submitted By(print name): /0Se f�! IP ` Signature of Applicant: Date: TOWN OF SOUTHOLD—FIRE MARSHAL Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 littps://www.southoldtowiiny.gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION � l W 11pr Office Use Only PERMIT NO. Building Inspector: E Nov a0 2o24 Appl�cattons and'forms must lie'tilled out Yn their entirety ucomplete a plYcations rwiil hot bps acec ted W I NUT` ,0 BE STA, TE11w DA f to theppxuval of plans anti�ssuanes,gf a peirtmit Has a building permit been obtained for this project? ❑Yes ❑No 1f yes, building permit# Date: 2-+ PROJICI'INQRM�TIUN, °� Project Address: (;2?jc mill n G SCTM# 1.000- t?56.0 G6 Co -006.00 City.... c�.U�(��!�.G.�.�M..w...._....�..__.... .._., ..,..., ._.....,_...�. ..___. .._....... ........ .._..__�_.._ .Zlp..�.��q1_�.�_..� .._,......_��..__ ........:.,.. i ONTAC `R�N PEtS w a _�.. . Name Mailing Address: l2 Phone#: (o �.ZS....51� Emaill�� rQl! .1 (�1.__. Preferred contact method(select one): CIPhone []Email uC+QNTRACTU3'INFC3RMA.TIUN:' Name: Contractor License# Mailing Address: Phone#: Email. _�_�..._�.�3.I_.2.5.�__1�..15..�_.. �_.�._�..�_�..__.vv.�..__...__. ..._.__. _Kate__._m�(���rcc�-�M�ce. .�o-fec�� .�!r► U V UPE Q WORK►r y ? f � T �� Occupancy Description: ❑Assembly dBusiness ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile ❑Residential ❑ Storage Description of Work: lle Y New System ❑Existing System Modification Spnnlclet/Stand I e/Water Supply` Fue Alarm r CO Detectlan Systems Other Fare',Prot�ct�oz�SS,stems, ' pp ,h y. Y Check all that apply) (Check all thataply) 9 ! (Check all that apply dNFPA 13,13D or 13R System ❑1blanual ❑Automatic ❑ Smoke Control ❑Standpipe ❑ Fire Pump ❑Protected Premises(local) ❑ Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: 551 ❑Central Station ❑Kitchen hood/exhaust ❑ Other Floor Area(sq. ft.): d _.._ . __......_�.w__..... ... .......� _..____._._ 1 CC0tp 'fdfAld ,.`T,the nndersine"lr u� ekstand thatthe isuanee=of a Irem�It ft►r:thp which is hereinnpplteclfor js based of y BAN-fix, n3}u y s3 thigrcement to canYarm to ali regaiatSn as and"requremcttts 1 further nndegfan+t,tbaf nen camptanCe of #d reairements,by inYself or any otf�Cer ur f' epin"ee uf't3te firm Ar individual listed-as theapphcdnt on th►sEierp,shall tip causfor revocahop of sa�dperinIt tlpone�ocaton o[said permithe� a` �icii�r an omplojee o the a i➢rnt shaii'le ohihted tb ceidnet sacb work forieh thls ermt � issued Phekiss#ttl��eol a` erm�it sh�aii,b ,. based updttTev�ety of.the rxrcamstances leading fo therevpcation,Anyfalse statement{s)made herein are punishable as a C}ass P�rn�semeanor pnrsnanC ` a t @fYa't 14i pft PgnahIratY M"� „y,. ,. 0 r= Application Submitted By(print name): Authorized Agent ❑Owner Company(if applicable). .. �...11...... ...QJ _..�1 ......._r JC ... .. ........ ...:... ..._._..._._....., _. .. ........._. . ............. Applipant,;Signature „ vim` Date: IRE PROTECTI SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). _ • FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES • FIRE SPRINKLER SYSTENT SUBMITTAL GUIDELINES • FIXED.FIRE,SUPP.RESS.IO.N,HOOD&r.EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$300 permit fee is required for a non-residential permit.A$100 Certificate of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. �� °3 FOR DI CE+ CTSE i , , `"Auount Paid Chelz No �` 'J"'" No u ` , Dat%r `Ex ,Dixte 2 I �,ag7'ER Ai1TkIQR�� 4060 Sunrise Highway Oakdale NY 11769-0901 (631)563-0201 Fax(631)563-9794 4/9/2024 Re: Results of Fire Flow Test Location:as noted As requested, below please find the results of fire flow test. This test was performed during period of low water demand. Such a test, usually,does not reflect the fire flow available under the conditions found in a high-water demand period. We have reviewed the past peak demand information that is available for this area. Historically,the static pressure in this area has been as low as 66 psi. You should adjust the flow test to reflect the lower static pressure prior to using it for any design work, such as a sprinkler system. You may need to adjust the flow as well. Always remember to account for any difference in the ground elevation between the test location and your design site location as well. Any flow test, including one with a peak demand adjustment, only reflects the conditions at the time of the test and may not accurately reflect what fire flow or static pressure will be available in the future. It could be a higher or lower value. The fire flow or the static pressure available at any specific time will depend on system demand and the availability of water supply infrastructure. If you have any questions, please contact the undersigned at(631) 563-0239. It is the closest test. Very truly yours, Brendan Warner, P.E. Director of Construction Maintenance lliZtE POPET n — - --- � SOUTHOLD 820109008 OLD ROAD 1ST HYD E/O MAIN ROAD 21-R ... ... ........................... _. _.. ... ..... ........... ... . ..................... ......... -............ .. .... ........._. STATIC PSP 76 4/9/2024 SID IME OF;DAI( 56 11:35 AM K •,�.3= '��,<' �.....x...ni.,r....3m��. a.,..G.0 xm.^ �.,G �..�. r .iS... -_.�._~ fir.. wi•���. 820109009 OLD ROAD 2ND HYD E/O MAIN ROAD 0.75: �r OZa TIOZZLE 51ZE r` ITOT,#1 PIT,OT#2 GPI�Ik LOW L`O .. I W�720P5C 1 4.5 20 2026 3533 .... . ........ _... PEAK,,ADJUST ED STATIC _ 66 �, „'v':..'^ X'n*^+^9 "."'"1T J''-nru• -s.. .-�;-^�---71 -^T ^•. ..... z .^'^ .•'—',„n',",p- .^ra'^^."7^rr *$-a-�r.F .!y^ —^^•s^•.....e.;�,,.^."' COMMENTS F r 62300 MAIN ROAD MILL BROO FIB E.PR-UTECT.,,j Submittal Index Pages 1 Index Pages 2-4 Fire sprinkler piping Pages5-12 Grooved Fittings Pages 13-27 Threaded fittings Pages 28-65 Valves Pages 66-73 Pipe hangers and supports Pages 74-118 Sprinkler heads Pages 119 Firestopping Pages 120-121 Thread sealant and tape Pages 122 Cutting oil Pages 123 Signage ScheduleFire Sprinkler Pipe • Schedule SubmittalData Sheet FM Approved and Fully Listed Sprinkler Pipe Finishes and Coatings Wheatland Tube's Schedule 10 and Schedule All Wheatland black steel fire sprinkler pipe 40 steel fire sprinkler pipe is FM Approved receives a proprietary mill coating to ensure a and ULI and C-UL Listed. clean, corrosion-resistant surface that outperforms and outlasts standard lacquer coatings. This Approvals and Specifications coating allows the pipe to be easily painted, Schedule 10 and Schedule 40 meet or exceed without special preparation. Schedule 10 and the following standards: Schedule 40 can be ordered in black or hot-dip • ASTM A135, Type E, Grade A galvanized, to meet FM/UL requirements for dry (Schedule 10, 1-8 NPS) systems that meet the zinc coating specifications • ASTM A795, Type E, Grade A of ASTM A795 or A53. (Schedule 40, 1-2 NPS) Product Marking • ASTM A53, Type E, Grade B Each length of Wheatland fire sprinkler (Schedule 40, 2-8 NPS) pipe is continuously stenciled to show • ASTM A53, Type F, Grade A the manufacturer, type of pipe, grade, size (Schedule 40, 1-4 NPS) and length. Bar coding is acceptable as a • NFPA°13 and NFPA 14 supplementary identification method. Manufacturing Protocols Schedule 10 and Schedule 40 are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. RrA` CTLO R �, v td's r3 _, DA7E777777 '', ' ,k.. ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: ❑ BLACK ❑ HOT-DIP GALVANIZED a"' n�z" - �, ;`-' z�• •• y �. TA j, ( �{C}L!Svs:rttt QY}Ck SkC��t at1fQ�ct §h�Ll 1i�11f�G'C5M'1 � , `� s �z � , � � ¢ x � 3 s ap�l4� AtSttISitlNCffi'�k`kE'LMA7JINLtUSt'R1�`S � �� ,:� .�u.:;,1=..7�r1��GP✓-ikifl:F'w,.x.�z:* ��.�'�wa5�:i-I�nf4TAlktc�.�. .«�w.:,;: .,,� .. ,,.;;, , z:a,..,;�„:.....A %.:,,....�,��µ :m ....,,ems,;..°:..;_a.,�.., .��a,`' Fire Sprinkler Pipe Schedule 0 and Schedule , • Submittal Data SCHEDULE 10 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOMINAL OD NOMINAL ID NOMINAL WALL WT./FT. H2O FILLED PCS./LIFT 21, 24' 25' UL 1 1.315 33.4 1.097 27.9 0.109 2.77 1.405 1.814 70 2065 2360 2459 11.4 1492 36 6 �� 0'(L?9 277 �]807 y� 2 a.,.a. ......�......,.«,m,,.� .s,.a..� a..a,,......................�a.a�, •; .a...a.«,.., r M.............�aa,.m._�w"=.�_..�...., .........,...,eta_.,.,..,..._.,_ ,a,.,,.,a......,s.a 1'% 1.900 48.3 1.682 42.7 0.109 2.77 2.087 3.049 61 2673 3055 3183 5.8 15 2'/2 2.875 73.0 2.635 66.9 0.120 3.05 3.354 5.895 30 2226 2544 2651 3.5 3 300 8$9 3 260, 82 8 0120 € 3 0� j 4 336 7 949 19 1730 1977 r2060 :2 6 t _ ._a ..� ,_,�,.�...,.�.a� .,��.; 4 4.500 114.3 4.260 108.2 0.120 3.05 5.619 11.789 19 2242 2562 2669 1.6 6 6.625 168.3 6.357 161.5 0.134 3.40 9.298 23.038 10 1953 2232 2325 1.0 t� a �85 .., 249 20 C?188 �.`4 7$ 1fl 9 (? :' .4Q. 86 524835 184JIL 1r SCHEDULE 40 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WT./LIFT WT./LIFT .y NPS NOMINAL OD NOMINAL ID NOMINAL WALL WT../FT. H2O FILLED PCS./LIFT 21' 24' 25' UL 1 1.315 33.4 1.049 26.6 0.133 3.38 1.68 2.055 70 2470 2822 2940 1.000 1'Is 16Q 4 2 138D 351 !- , 014} -2431 2778 2fl94 1.(00 2 2� Z<921 1 kv-L t�� a ��. .� 1% 1.900 48.3 1.610 40.9 0.145 3.68 2.72 3.602 44 2513 2872 2992 1.000 V! 2 375 ,,60 3 2 067 52 5 01 4£ ..�S1 13 S `5109 .24# 1845 21fl8 �1 6 1,- �..>.�_.._.,a e..wsw,..a..vwaiA� "�»!..e..�z�.:w,.�wa...k2."a;a�3�.s..,...crt... .,..��.6iT�..,,..� xe.,.. .....w.._,:�.rv..,n"...�����w� �.�R,.,.,,i,�a.uu,S.,,.,n.an,�in:,,..,i�.:i..... ...........�.............«.xw 2�/2 2.875 73.0 2.469 62.7 0.203 5.16 5.80 7.871 20 2436 2784 2900 1.000 17, 49 Lw 7 88 10,73L 2069' s " �24 0 0 3'/2 4.000 101.6 3.548 90.1 0.226 5.74 9.12 13.400 10 1915 2189 2280 1.000 5 5.563 141.3 5.047 158.2 0.258 6.55 14.63 23.262 7 2151 2458 2560 1.000 6 41 1 61 8�v 6 U_, t I s p 28{1 � n 71T� i ss 9�.,: 1�t G9 .5�" 1�'1994 2279 F- . ,,.��,:����.;� 1.........�.._�.�.�.a �.a„ t;"w__..a �, ...�.__. x,�a._F_�s�,�..� ` -;,�,��Eµ �' k„w_, ... ,�...��;����� t�.w.�<:,.aa... 8•• 8.625 219.1 7.981 202.7 0.322 8.18 28.58 50.240 5 3001 3430 3573 1.000 ......._............._._.... _....... _._.__._. `Calculated using Standard UL CRR formula,UL Fire Protection Directory,Category VIZY.The CRR Is a ratio value used to measure the ablil;y of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark(value of LO). 8 NPS Schedule 40 is FM Approved but not UL Listed. UL C& FM APPROVED WFS 031G19 g .E kF....a.��«� 0��6Autt1 C�acEtr�et �}tftiHvhccsZ3cor a $��#C<T�'Ta i�At 1614�z � lwrledflancl Cx"tt1 � # x ' P BC 2578182tttov us pit 7Lvtt ar ' 'h # 1�dCliF�' . A1, :A`p"1V15781 #?FZErI{E7.MAF1:itNDUSTRIF.S a,. .w.; Fire Sprinkler Pipe A53 Schedulei Submittal . FM Approved and Fully Listed Sprinkler Pipe WEIGHTS AND DIMENSIONS CHART Wheatland's A53 Schedule 40 steel fire sprinkler pipe is UL®Listed and FM Approved,Sizes 1-6 NPS,for use in fire NOM.OD NOMINAL WT./FT. WT./LBS. sprinkler pipe applications,and is suitable for welding, NPS INCHES WALL H2O FILLED Fr threading and grooving.8 NPS Schedule 40 is FM 1 i Approved , ..,,, x 5�I3 _u M but not UL Listed. 7. _.'1% 1.660 0.140 2.919 2.27 Approvals and Specification : 1'/'._._. t00 � 01453,6g1 s The product meets or exceeds the following standards: 2 2.375 0.154 5.109 3.66 • ASTM A53,Type F,Grade A,1-4" e,�me. .o,..oc�L:,, -4+m�3ia..,3+,j�....,.<zFea�✓«red.bk�rz� -. .w +Laf a. <,.:au,:xdNxmic+�•u� • ASTM A53,Type E,Grade B,2-8" 3 3.500 0.216 10.783 7.58 • ASME B36.10M • Federal Specification WW-P-404 5 5.563 0.258 23.262 14.63 Manufacturing Protocols 6 625 y' 0 280 31.498 > f 18 9 f The weld seam of Wheatland's A53 ERW Grade B is heat- S. 8.625 0.322 50.210 28.58 treated after welding to 1,400°F;we slowly cool the steel in •BNPSSchedu/e40isFMApprovedbutnotUL Listed. order to toughen it and reduce its brittleness.Our products are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. UL C UL, F M Wheatland's SureThreadT"standard steel pipe is hot-formed APPROVED and heated during tube formation—not just the edges.As to clean the contact surface.MIC SHIELD coating thereafter the coiled steel reaches 2,450°F,rollers bend the steel into a adheres to the pipe wall,serving as a protective coating that cylindrical shape,and the pressure and heat fuse the edges guards against contamination by impeding the attachment together.There are no flash forms in this process,allowing for of microbes to the pipe wall.This limits the opportunities for a continuous weld.It all adds up to an extremely strong yet corrosion from microbiological organisms in the water supply easily machinable pipe.Our 1-4"SureThread product is a full- when the sprinkler pipe is initially installed.The integrity bodied annealed product. and benefits of this protection can be preserved through a Finishes and Coatings combination of additional and routine treatment options The average weight of zinc coating shall not be less than 1.8 outlined in NFPA 13.MIC SHIELD coating is available for Wheatland black steel pipe,sizes 1-6"and 8"upon request. ounces per square foot of surface(inside and outside).When galvanized pipe is bent or otherwise fabricated to a degree Product Marking that causes zinc coating to stretch or compress beyond the Each length of Wheatland fire sprinkler pipe is continuously limit of elasticity,some flaking of the coating may occur. stenciled to show the manufacturer,type of pipe,e,grade,size Wheatland's MIC SHIELDT"antimicrobial coating,when initially and length.Bar coding is acceptable as a supplementary applied to the inner wall of the pipe,acts as a sanitizing agent identification method. PRpJEL1F D r2 f CO�RA COF3` s '<e_ ..�` ,+ f.u.n'. s neTw F ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: WFS 031820 d § 3700 Sze €O@WfY ?3tEtSlS{�CptYt 9 q$p Sh6i; 5-PA 26146, ' VYhLetldTi COCli' a z ' +� �Tube P�80i75718 ` �' Fgllorvus7'1�'f�*stter /y _ m a a RtltVJS°117NL72'�t(E'LMA1M7N1)tt677,4k' - r FITTINGS F (z).AWIL 0 FIG. 7 ❑FIG. 7 1 ❑FIG. 7052 90'Elbow* 450 Elbow* 221/2'Elbow C to E ~�� C to E ' ,QD C \y CtoE CD. i Cast Fabricated FIGURE • FIGURE 7051 FIGURE 7052 :• :• :• Nominal Center Approx. Nominal Center Approx. Nominal Center Approx. Size 0'0' to End Wt.Ea. Size 0'0' to End Wt.Ea. Size 0'0' to End WL Ea. 1 1.315 2Ya C 0.6 1 1.315 1%C 0.5 1 1.315 3'/4 0.5 25 33.4 57 0.3 25 33.4 44 0.2 25 33.4 83 0.2 1'/a 1.660 23/4 C 1.0 1'/4 1.660 13/4 C 0.7 1'/a 1.660 1% 0.7 32 42.2 70 1 0.5 32 1 42.2 44EO5 32 42.2 44 0.3 1'/2 1.900 2%C 1.2 1 Yz 1.900 1%C 1'/2 1.900 1% 0.8 40 48.3 70 0.5 40 48.3 44 40 48.3 44 0.4 2 2.375 3'/4 C 1.7 2 2.375 2 C 2 2.375 11/a C 1.5 50 60.3 83 0.8 50 60.3 51 50 60.3 98 0.7 2 h 2.875 33/a C 2.6 2Yz 2.875 2'/4 C 2/z 2.875 2 1.9 65 73.0 95 1.2 65 73.0 57 65 73.0 51 0.9 3 0.0, 2.996 4 C 3.6 3 O.D. 2,996 2!12 C . 3 3.500 2'/4 C 3.2 76.1 76.1 102 1.6 76.1 76.1 64 1.0 80 88.9 57 1.5 3 3.500 4'/a C 4.0 3 3.500 2Yz C 3.3 31/z 4.000 2'/2 4.0 80 88.9 108 1.8 80 88.9 64 1.5 90 101.6 64 1.8 3Y2 4.000 41/2 C 5.5 3'/2 4.000 2%C 4.3 4 4.500 2%C 5.3 90 101.6 114 2.5 90 101.6 70 2.0 100 114.3 67 2.4 4Y44 O.D. 4.250 44'4-C 7.7 4'/a O.D. 4,250 2;3 C 4.4 5 5.563 2'/s 7.2 108.0 108.0 121 3.5 108.0 108.0 83 2.0 125 141.3 73 3.3 4 4.500 5 C 7.7 4 4.500 3 C 5.4 6 6.625 3'/a C 8.2 100 114.3 127 3.5 100 114.3 76 2.4 150 168.3 79 3.7 5%O.D. 5.236 5%C 70.4 5'/4 O.D. 5.236 3':C 7.3 8 8.625 37/e C 17.8 133.0 133.0 133 4.7 133.0 133.0 83 3.3 200 219.1 98 8.1 5%O.D. 5.500 5%C 10.9 51h 0,D. 5.500 3%C 7.8 10 10.750 4% 30.0 139.7 139.7 133 4.9 139.7 139.7 83 3.5 250 273.1 111 13.6 5 5.563 5'/2 C 11.1 5 5.563 3Y4 C 9.0 12 12.750 41A 40.4 125 141.3 140 5.0 125 141.3qC 4.1 300 323.9 124 18.3 6'/40.D. 6.259 6C 15.2 6V440.D. 6.2.59 10.1 14 14.000 5 46.0 159.0 159.0 152 6.9 159.0 159.04.6 350 355.6 127 20.9 6!�i O.D. 6.500 G'fi C 17.4 6fz O.D. 6.500 11.1 16 16.000 5 52.2 165.1 165.1 165 7.9 165.1 165.15.0 400 406.4 127 23.7 6 6.625 6'/2 C 16.5 6 6.625 11.2 18 18.000 5'/2 65.0 150 168.3 165 7.5 150 168.35.1 450 457.2 140 29.5 8 8.625 73/4 C 30.6 8 8.625 19.8 20 20.000 6 80.0 200 219.1 197 13.9 200 219.1 108 9.0 500 508.0 152 36.3 10 10.750 9 C 53.5 10 10.750 43/a C 34.3 24 24.000 7 112.0 250 273.1 229 24.3 250 273.1 121 15.6 600 609.6 178 50.8 12 12.750 10 C 82 12 12.750 5/4 C 50.0 300 323.9 254 37.2 300 323.9 133 22.7 c �[� Fm 14* 14.000 21 169.0 14* 14.000 83/a 92.0 LEM APPROVED 350 1 355.6 533 76.7 350 355.6 222 41.7 For Ustings/Approval Details and Limitations, 16* 16.000 24 222.0 16* 16.000 10 117.0 visit our website at www.snviling.com or 400 406.4 610 100.7 400 406.4 254 53.1 contact anMvil°Sales Representative. 18* 18.000 27 280.0 18* 18.000 11 Y4 146.0 450 457.2 686 127.0 450 457.2 266 66.2 20 20.000 30 344.0 20.000 12/2 179.0 C-Cast ductile Iron,all others are fabricated steel. 20 500 508.0 762 156.0 500 508.0 317 81.2 *14"-24"Standard Radius 901&45*Elbows are 1'fi Long Radius. 24* 24.000 36 490.0 24* 24.000 15 255.0 Center to end dimensions and weights may differ from those shown 600 609.6 914 222.3 600 609.6 381 115.7 in chart,contact an Anvil Representative for more Information. PROJECTt APPROVAL t Project: []Approved Address: [-]Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: GL-9.15 FITTINGS FOR GROOVED-END PIPE NSF/ANSI 61 ro •'u' c@us O 3a Gruvlok fittings are available through 24"nominal pipe U P usm APPROVED C+ For Llstings/Approval Details and Limitations, ,zy site size in a variety of styles.Use the Fitting Size Table to visitourweb etw .envllintl.comor convert nominal pipe size to corresponding pipe O.D. C ® C0^��en Anv�Seles Representative Galvanized Gruvlok FiWngs are „ I These fittings are designed to provide minimum NSF£1 and Low LeadAppmved pressure drop and uniform strength.; Depending on styles and size,Gruvlok fittings are $ 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.Nom FLOW DATA-FRICTIONAL RESISTANCE (EXPRESSED AS EQUIVALENT STRAIGHT PIPE) CAST FITTINGS: Size O.D. ipe Wall Elbow Tee Ductile iron conforming to ASTM A 536,Grade 65-45-12 SizeThickness so^ 4s° etatten Run Malleable iron conforming to ASTM A 47 FABRICATED FITTINGS: 1 1.315 0333 1.5 0.3 4 4 1.7 1-12"Carbon steel,Schedule 40,conforming to ASTM A 53,Grade B 25 33.4 3.4 0.5 0.3 13 0.5 g 11/4 1.660 0.140 2.3 1.2 5 88 2.3 14-24'Carbon steel,0.375 wall,conforming to ASTM A 53,Grade B 32 42.2 1 3.0 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) 1/ 607 3.0 1.1 2.1 2. 1.1 Other Colors Available IE RAL3000 and RAL9000 2%2 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 O.D. 2.996 0.197 4.3 2.2 10.8 4.3 76.1 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 1 5.5 1.6 1 0.8 3.9 1.6 FITTING SIZE 4%O.D. 4.250 0,220 6,4 1 3.2 16,1 6.4 108.0 108.0 5.6 2.0 1.0 4.9 1 2.0 Nominal Nominal 4 4.500 0.237 6.7 3.4 16.8 6.7 Size O.D. Size O.D. 100 114.3 6.0 2.0 1,0 5.1 2.0 5Y44 0.0. 5?36 0.248 8.0 4.0 20.1 6.0 Ei- m OW 133.0 133.0 6.3 2.4 1.2 6.1 2.4 1 1.315 5 5.563 5'4 O.D. 5.500 0.248 8.3 4.2 20.9 8.3 2.5 33.4 140 141.3 139.7 139.7 1 6.3 2.5 1.3 6.4 2.5 11/4 1.660 6%D.D. 6259 5 5.563 0.258 8.4 4.2 21.0 8.4 32 1 42.4 1 159.0 1 159.0 125 141.3 6.6 2.6 1 13 6.4 1 2.6 1Y2 1.900 6'4O.D. 6,500 6/s O.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 6'40.D. 6.500 0,260 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 POO 219.1 150 168.3 1 7.1 3.1 1.6 7.7 3.1 3 O.D. 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 3 3.6.1 12 12.750 10 10.750 0.365 16.7 8.4 41.8 16.7 80 88.9 300 323.9 250 273.1 9.3 5.1 2.6 12.7 5.1 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 1 90 101.6 350 355.6 14 14.000 0.375 22.2 17.7 64.2 22.9 4'/4 O.D. 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 1 6.2 22,5 &0 100 1 114.3 450 457.2 18 18.000 0.375 28.9 23.1 87.2 31.1 5%O.D. 5.236 20 20.000 450 457.2 9.5 8.8 7.0 26.6 1 9.5 133.0 133.0 500 508,0 20 20.000 0.375 32.2 25.7 97.3 34.8 5',`r O.D. 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 2609.6 0.9.5.5 38.9 31.1 113.0 4 609.E 600 0.4 The Fitting Size Chart Is used to determine the 11.9 9.5 34.4 723 O.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 e'dher the Nominal size.For example:for 6"x 6"x 3"tee,the branch value of 3"Is 12.8 it(3.9). size in Inches or the Pipe O.D.INmm. GL-11,16 ! r rpm M14 - SlideLOK° Ready for Installation Coupling r The patented SlideLOK coupling is the most rigid ready for installation coupling designed to reduce installation time. The slide action eases assembly and reduces installation time. The patented gasket provides four separate sealing surfaces for added protection. The SlideLOK coupling is designed to be used with roll, _'' cut or swage grooved steel pipe, Gruvlok®and SPF® grooved-end fittings, and valves. m i The SlideLOK coupling allows for a maximum working pressure of 450 psi on roll or cut grooved carbon steel Patented* standard wall pipe. The SlideLOK coupling provides a rigid connection allowing pipe hanging practices per s IUL us RM ASME B31 Pipe Codes. APPROVED For Usting�provel Details and Urnitetlons, visit our website at vmmanvilintl.com or *Patent:8550502,8615865,2732427,D680629,D680630,D696751,8282136, SlideLOK Pressure Responsive Gasket contact an Anvil-Sales Representative. 9239123,9297482,9194516,9297484,9039046,9500307 MATERIAL ■ HOUSING: GASKETS: Materials Ductile Iron conforming to ASTM A-536,Grade 65-45-12 Properties as designated in accordance with ASTM D-2000. BOLTS: ❑ Pre-lubricated Grade"E"EPDM,Type A Gasket(Violet color code) ❑SAE J429,Grade 5,Zinc Electroplated(standard) -401 to 1501(Service Temperature Range)(-40*C to 66°C) ❑ASTM Al 93,Grade B8,304 Stainless Steel(optional) Recommended for wet and dry(oil free air)pipe fire protection sprinkler ❑SAE J429,Grade 5,Thermo-Diffusion Coated(special order) systems.For dry pipe systems and freezer applications,Gnrvlok Xtreme Lubricant is required. HEAVY HEX NUTS: ❑ASTM A563,Grade A,Zinc Electroplated,Violet Dyed(standard) GASKET TYPE: ❑ASTM Al94,Grade 8,304 Stainless Steel(optional) SlideLOK(1 t/a'-811) ❑ASTM A563,Grade A,Thermo-Diffusion Coated(special order) COATINGS: ❑Rust inhibiting paint Color:ORANGE(standard) ❑Hot Dipped Zinc Galvanized(optional) LUBRICATION: ❑Gruvlok Xtreme m required for dry pipe systems and freezer applications. PROJECT INFORMATIONAPPROVAL ST Project: []Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-10.17 r 1 ' SlideLOK° Ready for Installation Coupling .�r•a�Ar.o�.� UNINSTALLED VIEW INSTALLED VIEW Y� I�Z Y �Z� Xa Xb • SLIDELOK COUPLING Figure Nominal Pipe Working Max. Pipe End Coupling Dimensions Coupling BoltsWSpecifled Torque§ Approx. RanNumber Size O.D. Pressured End Load Separation Xa Xb Y Z City. Size LMax. Wt.Ea. ,6()r1 Jtr✓mm a�Snirra ,ks h m .n,�� 3 its. 1'"74FP 1'/4 1.660 450 973 0-3/16 22A2 2'/2 5"/32 2 2 '/2 x 2'/ 100 1.9 32 42.2 31.0 4.33 0.4.8 74 64 140 51 IA12 x 63 110 135 0.9 74FP 11/ 1.900 450 1,275 0-3/6 35/2 2% 5"/6 2 2 '/2 x 2'/2 80 100 2.1 40 48.3 31.0 5.67 0.4.8 80 70 144 51 IA12 x 63 110 135 1.0 74FP 2 2.375 450 1,993 0-3/6 41/32 4 615/32 2 2 1/2 x 21/4 80 100 2.5 50 60.3 31.0 8.87 04.8 112 101 164 51 1412x70 710 135 1.1 74FP 2'/ 2.875 450 2,921 0-3/16 43/6 311/16 61'/6 2 2 1/x 23/4 80 100 2.6 65 73.0 31.0 12.99 0-4.8 106 94 170 51 1412x70 110 135 1.2 74FP 3 3.500 450 4,329 0-3/6 42%2 4"/32 73/e 2 2 1/2 x 3 80 100 3.1 80 88.9 31.0 19.26 0.4.8 125 112 187 51 1412x76 110 735 1.4 74FP 4 4.500 400 6,361 0-'/4 531/32 5"/32 8"/6 2 2 1/2 x 3% 80 100 3.1 100 114.3 27.6 1 28.30 0-6.3 152 137 221 51 IA12 x 89 110 135 1 1.4 74* 5 5.563 300 7,291 0.6/6 7'/4 6% 10'112 2 2 5/x 3'/2 100 130 5.5 725 141.3 20.7 32.43 0-7.9 184 171 267 51 IA16 x 89 135 175 2.5 74* 6 6.625 300 10,341 0-6/6 85/6 7% 11 2 2 6/a x 3'/2 100 130 6.3 150 168.3 20.7 46.00 0.7.9 217 197 279 51 M16 x 89 135 175 2.9 74* 8 8.625 300 17,527 0-6/6 101/4 10'/6 14 2'/2 2 %x 41/2 130 180 14.3 200 219.1 1 20.1 1 77.96 0-7.9 273 1 273 356 1 64 1 IA20 x 115 1 175 245 1 6.5 Range of Pipe End Separaton values are for system layout reference only.Actual installation spacing may vary based on pipe condition. •When ordering,refer to product as FP74. A WARNING §-Specified bolt torque values are suitable For Schedule 40,30,10,light wall,and specialty pipes. For dry pipe systems and freezer applications ♦-Maximum Working Pressure Rating is for Schedule 40 pipe. lubrication of the gasket is,required, Gruvlok*XtremeTM Lubricant is required. For use In Dry Pipe Systems:The SlideLOK pressure responsive gasket is featured with four sealing surfaces to increase protection in low temperature applications.Once the SlideLOK gasket is installed,the performance of the gasket is equivalent to the Gruvlak Flush Gap Gasket.Note:The Flush Gap Gasket is not interchangeable with the SlideLOK gasket. FP-10.17 r r x ' SlideLOK° Ready for Installation Coupling LISTINGS ■ APPROVALS Manufacturer Pipe Groove NPS Pressure Rating Size Range cULus FM 1'A-3 450 450 32.80 31.0 31.0 Schedule 40* Roll,Cut 4 400 400 100 27.6 27.6 5-8 300 300 125.200 20.7 20.7 Schedule 30* Roll 8 300 300 200 20.7 20.7 1'/4-4 365 365 Schedule 10* Roll 32-100 25.2 25.2 5.8 300 300 125.200 10.7 20.7 Schedule 10 Swage 1'/a-4 300 300 32-100 20.7 20.7 Mega-Flow Roll 1'/4-4,6 300 300 32.100,150 20.7 20.7 Wheatland 1'/4-2 300 300 Tube Mega Thread Roll 31.50 20.7 10.7 GL Roll 1'/4.2 300 300 32.50 20.7 20.7 MLT Roll 1'/4.2 300 300 32.50 20.7 20.7 Fire-Flow Roll 1'/1-4 300 300 40-100 20.7 20.7 Youngstown 1'/a-2 300 300 EZ Thread Roll 32.50 20.7 20.7 Eddy-Flow Roll 1'/2-4 300 300 Bull Moose 40-100 20.7 20.7 Tube 1'/a-2 300 300 Eddy Thread 40 Roll 32.50 20.7 20.7 For the latest cUlus pressure ratings,FM pressure ratings,and pipe approvals,please visit anvilintl.com or contact your local Anvil Representative. •Schedule 40/30 pipe to ASTM A795/A53/ASME B36.10 in accordance with NFPA-13. 'Schedule 10 pipe to ASTM Al35/A795/A53 in accordance with NFPA-13. FP-10.17 ' SlideLOKO Ready for Installation Coupling z ANVIL READY FOR INSTALLATION-RIGHT OUT OF THE BOX Do not disassemble the SlideLOK Coupling.The 74FP coupling is ready for installation.The bolt and gasket do not need to be removed. Pipe Preparation Gasket-Preparation kssembly Pipe ends are to be cut,rolled or 2Ensure the gasket is suitable for the The SlideLOK Fig.74FP may be swage grooved according to Anvil intended application by referring to the installed by one of two methods.The specifications. Not for use on"EG" Anvil gasket compatibility chart. preferred method depends on the type of grooved pipe ends.The pipe end must SlideLOK pre-lubricated gasket does not pipe components being joined-and their be smooth and free from metal burrs, orientation. Please review both methods sharp edges or projections. require lubrication before installing. ��1iC� Gri�vluk Xtreme Lu�ncant must be applied-" whenusedPnc�ypt�as�r8msarfree�et�ppltcatans / r h eth@ alitiK aauplin cs�rr�platal ',aver#Ie g�vd K ��ali+e tti ��tL }`cA Manta ei � r�idr �At arr�m �'�r�'; irt�i��lve 3 ,n ` ~•., ✓,$,,,��v, ,,r z4 Via- ,} , ,.gF e - . , y, sirs ``x .Z9' z K .; Raw xw a �# e e xx Ph d x d " B.fir. '' '. t`x sr-� �.✓_.. a ""'6` ,� ,dz* g ° s �� VV n ` ere a»pt�nrth . � e �tiyakr�� . A» tide the� pli g one h > .� ftn nuts ta� tp e ast th 'ro0%J� q avor tpg�}rpove ,sa hat the fittings that ewe garret caupling keysml loas€t d, W,s �i nedry f y, y,G♦�E ♦ W (,, ` ��+� i ... pl,n.{ s i� ,Yzerritkt0 5 I' htE31t to syi p f tl r FY x e'r�$ r �/Py.�3 { r Yr. x r �� �1M� x r WV5 Gi)Llpt�t� taCB° �OC� Q '1�13�LiS � r ljl� �� en1 �1 ,�y: � � t a � �tmg awerds�h� p � , M� a u+�the in ruatlarfs a�a " � thenating� ? � lfi1= 4'Ehets + �ar oni�raovfas&i f e� au �lin asp d ins sa twa ��taipes #e to rig thecaupltig as p y � � sh .S�et 71 r �i4�(jjetft s � 1 shaWjyin M.7ti *i .: '°'3+'Px bh '" e"iBY/� fQ.r S ,d Tighten Nuts ��°�� ' Assembly Is complete . W � s Securely tighten nuts Visually inspect the pipe4 y 5 alternately and equally, y, joint to assure the coupling keys ° ' y keeping the gaps at the bolt are fully engaged in the pipe pads evenly spaced. I grooves.The bolt pads are to have equal gaps on each side of the coupling. i NOTlC Visually4nspeot both stiles of ` � r Bolt Wrench Specified fhe coupling to ensure gaps 1etween Size Slze BoRTorque* „ b9ftpac(gare+3vent $paCecfMd4jra ,j �;. � <.„ � r }5arallel 4r1y clevlaHms rmrst be txir�eeted, ��^ b 80-100 be#Or�s placing coupimg ict0 sarvice 5/a 11h, 100-130 1/4 1 t/a 130-180 - Non-lubricated bolt torqueI��IMI CAUTION: Uneven tightening may cause the gasket to pinch. Gasket should not be visible between segments after bolts are tightened. y > CORRECT INCORRECT FP-10.17 3 f ' SlideLOK° Ready for Installation Coupling i • OTIOW REINSTALLATION OF THE 74FP SLIDELOK COUPLING The SlideLOK coupling is designed to be installed in,the ready for installation assembly position once.After the initial assemble the following steps are to be taken to re-install the 74FP Slidel-OK coupling. De-Pressurize the System De-pressurize the system before P Y removing the SlideLOK Coupling. �� Dis-assemble the couplings by removing the nuts,bolts and gasket from the hous- ing halves.A wrench is required to overcome the epoxy used to secure the nuts on the bolts. Pipe Preparation Pipe ends are to be cut, rolled or swage grooved according to Anvil Housing Assembly m7Assembly is Complete specifications. Not for use on"EC, Place each of the housing halves if Visually inspect the pipe joint to grooved pipe ends.The pipe end must on the pipe making sure the housing assure the coupling keys are fully be smooth,and free from metal burrs or key fits into the groove. Be sure that the engaged in the pipe grooves.The bolt projections. tongue and recess portions of the hous- pads are to have equal gaps on each ing mate properly. Insert the bolts. side of the coupling. ,eM t5o3f pad era eveo�q `� �, '° h���'� M� �Il i" � =�rre�ed tref4re placing t�upt�ng into ser+/Ice ti d , a Gasket Preparation - its Ensure the gasket is suitable for the �. intended application by referring to the Anvil gasket compatibility chart.A light coating of Gruvlok®XTreme""lubricant Tighten Nuts must be applied to the gasket prior to Securely tighten nuts alternately ;, installation. 9equally,keeping the gaps at the bolt CORRECT pads evenly spaced. ANSI Specified Bolt Torque Bolt Size Wrench Size Specified Bolt Torque � 777-77 Ear ,s '/z 7/8 80-100 5/8 1'/16 100-130 � 3/4 1'/4 130-180 Non-lubricated bolt torque u S CAUTION: Uneven tightening may Pipe Alignment and cause the gasket to pinch.Gasket should - w , p g not be visible between segments after INCORRECT Gasket Installation bolts are tightened. Slide the gasket onto the pipe then align the two pipe ends together.Pull the gas- ket into position,centering it between the grooves on each pipe. Gasket should not extend into the groove on either pipe. FP-10.17 ti ti "my M.' . Slidel-01C® Ready for Installation Coupling B T 77 cc LL O icol D GROOVESWAGE SPECIFICATION 1- -2- -3- 4- -5- -6- -7- -8- Nominal Pipe O.D. A" W "C"Actual "C"Tol. "D" `'T"Min.Allm Max.Flare Size Actual Tolerance ±0.030/±0.76 ±0.030/±0.76 +0.000 (Ref.Only) Wall Thick Din. ° NOW Navy 1''A 1.660 +0.016 -0.016 0.625 0.281 1.535 -0.015 0.063 0.065 1.770 32 42.2 4-0.41 -0.41 15.88 7.14 1 38.99 -0.38 1.60 1.7 1 45.0 Ph 1.900 +0.019 -0.019 0.625 0.281 1.775 -0.015 0.063 0.065 2.010 40 48.3 40.48 .0.48 15.88 7.14 45.09 .0.38 1.60 1.7 51.1 2 2.375 +0.024 -0.024 0.625 0.344 2.250 -0.015 0.063 0.065 2.480 50 60.3 +061 -061 15.88 8.74 57.15 -038 1.60 1.7 63.0 Th 2.875 +0.029 -0.029 0.625 0.344 2.720 -0.018 0.078 0.083 2.980 6S 73.0 40.74 -0.74 15.88 8.74 69.09 -0.46 1.98 2.1 75.7 3 3.500 +0.035 -0.031 0.625 0.344 3.344 -0.018 0.078 0.083 3.600 80 88.9 +089 -0.79 15.88 6.74 84.94 -0.46 1.98 2.1 91.4 4 4.500 +0.045 -0.031 0.625 0.344 4.334 -0.020 0.083 0.083 4.600 100 114.3 41.14 •0.79 15.88 8.74 110.08 •0.51 2..11 I 2.1 116.8 COLUMN 1-Nominal IPS Pipe size. Out of roundness:Difference between maximum O.D.and minimum COLUMN 2-IPS outside diameter. O.D.measured at 90'must not exceed total O.D.tolerance listed (reference column 2). COLUMN 3-Gasket seat must be free from scores,seams,chips,rust For IPS pipe,the maximum allowable tolerance from square cut ends or scale which may interfere with proper sealing of the gasket.Gasket is 0.03"for 1"thru 3'/z";and 0.045"for 4". seat width(Dimension A)is to be measured from the pipe end to the verti- cal flank in the groove wall. Weld Seams must be ground flush with the pipe O.D.and ID prior to COLUMN 4-Groove width(Dimension B)is to be measured between roll grooving. Failure to do so may result in damage to the roll grooving vertical flank of the groove size walls. machine and unacceptable roll grooves may be produced. COLUMN 5-The groove must be of uniform depth around the entire V"A"tolerance+0.030"/-0.060" (+0.77/-1.54 mm) pipe circumference.(See column 6). COLUMN 6-Groove depth:for reference only.Groove must conform to the groove diameter"C"listed in column 5. COLUMN 7-Minimum allowable wall thickness which may be roll grooved. COLUMN 8-Maximum allowable pipe end flare diameter.Measured at the most extreme pipe end diameter of the gasket seat area. FP-4.17 CAST IRON THREADED FITTINGS !!= �F h w.r: Anvil standard and extra heavy cast iron threaded fittings Cast Iron Threaded Fittings are manufactured in accordance with ASME B16A.Plugs and Pressure-Tem erature Ratings bushings are manufactured in accordance with ASME B16.14. Pressure Temperature Class 125 Class 250 NOTE:Figure 367 Concentric Reducers do not meet the overall length ;; , - requirement of ASME B16A. All other dimensions are in compliance. -200 to 1500 -28.9 to 65.6 175 12.1 400 27.6 2000 93.3 165 11.4 370 25.5 C ULUS FM 2500 121.1 150 10.3 340 23.4 APPROVED 3000 148.9 140 9.7 310 21.4 For Listings/Approval Details and Limitations,visit our website at 3500 176.7 125 8.6 300 20.7 www.anvilinti.com or contact an Anvil Sales Representative. 4000 204.4 — — 250 17.2 Standards and Specifications Dimensions Material Galvanizing* Thread Pressure Rating a a Class 125 ASME B16.4 ASTM A-126(A) ASTM A-153 ASME B1.20.1 ASME 1316.4 Class 250 ASME B16.4 ASTM A-126(A) ASTM A-153 ASME B1.20.1 ASME B16.4 x ASME B16.14 ASTM A-126(A) ASTM A-153 ASME 131.20.1 z ASME 1316.14 *ASTM B 633.Type I,SC 4,may be supplied as alternate zinc coating per applicable ASME B16 product standard. PF-11.16 CAST IRON THREADED FITTINGS ANVIL General Assembly of Threaded Fittings 1) Inspect both male and female components prior to assembly. • Threads should be free from mechanical damage,dirt,chips and excess cutting oil. • Clean or replace components as necessary. 2) Application of thread sealant • Use a thread sealant that is fast drying,sets-up to a semi hard condition and is vibration resistant.Alternately,an anaerobic sealant may be utilized. • Thoroughly mix the thread sealant prior to application. • Apply a thick even coat to the male threads only.Best application is achieved with a brush stiff enough to force sealant down to the root of the threads. 3) Joint Makeup • For sizes up to and including T pipe,wrench tight makeup is considered three full turns past handtight.Handtight engagement for'/i'through 2"thread varies from 41/2 turns to 5 turns. • For 21/2"through 4'sizes,wrench tight makeup is considered two full turns past handtight.Handtight engagement for 21/2" through 4'thread varies from 5'/2 turns to 6'/4turns. PF-11.13 i r CAST IRON THREADED FITTINGS ! Class 125 (Standard) ❑ FIGURE 351 Size A B Unit Weight 90° Elbow Black 1/4 8 1/2 13 13/16 22 0.16 0.07 1 3/6 10 9/16 14 15/16 24 0.25 0.11 3 { 1/2 15 11/16 17 11/6 29 0.40 0.18 'A 20 13/16 22 175/16 33 0.60 0.27 y. 1 25 15/16 24 11/2 38 0.92 0.42 '# 1114 32 11/6 29 1'A 44 1.44 0.65 4-8 11/2 40 15/16 33 115/16 49 1.95 0.88 2 50 1'/16 40 21/4 57 3.13 1.42 -+----- ---F------'- - 21/2 65 113/16 47 211/16 68 4.94 2.24 } A 3 80 23/16 56 31/6 79 7.21 3.27 31/2 90 27/16 62 37/16 87 9.67 4.39 4 100 211/16 68 313/16 98 12.17 5.52 5 125 35/16 84 41/2 114 21.46 9.73 6 150 37/6 98 51/6 130 31.33 14.21 8 200 53/16 132 61/16 167 64.56 29.28 Note:See following page for pressure-temperature ratings. PROJECTiTION APPROVAL STAMP Project: ❑Approved Address: []Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PF-6.13 CAST IRON THREADED FITTINGS Class 125 (Standard) D� ❑ FIGURE 352 90* Elbow,Reducing ------ --f_7------ A C Size A B C D Unit Weight Black 1/4 8 1/8 16 '/4 19 11/16 27 11/16 27 0.40 0.18 1/2 15 3/8 10 5/8 16 11/16 17 1'/16 27 11/16 27 0.34 0.15 3/4 20 1/2 15 11/16 17 11/16 22 11/4 32 11/4 32 0.51 0.23 1/2 15 11/16 17 15/16 24 13/8 35 13/8 35 0.67. 0.30 1 25 3 A 20 13/16 22 15/16 24 1'/16 37 17/16 37 0.76 0.34- 1/2 15 11/16 17 11/16 27 11/2 38 11/2 38 1.07 0.49- 11/4 32 3/4 20 13/16 22 11/8 29 11/8 41 11/8 41 1.02 0.46 1 25 11/16 24 11/8 29 111/16 43 111/16 43 1.21 0.55 1/2 15 3 A 19 11/4 32 11/8 41 15/8 41 1.53 0.69 11h 40 3/4 20 '/8 22 1'/16 33 113/16 47 113/16 47 1.55 0.70- 1 25 1 25 11/4 32 113/16 47 113/16 47 1.44 0.65 11/4 32 13/16 30 11/4 32 17/8 48 17/8 48 1.74 0.79 1/2 15 13/16 30 17/16 37 13/8 35 13/8 35 2.22 1.01 3/4 20 15/16 33 11/2 38 2 51 2 51 2.20 1.00 2 50 1 25 11/16 27 1'/16 37 2 51 2 51 2.08 0.94 11/4 32 13/16 30 17/16 37 21/16 52 21/16 52 2.33 1.06- 11/2 40 15/16 33 11/2 38 21/8 54 21/8 54 2.59 1.17 1 25 1 25 13/4 44 25/16 59 2'/16 59 2.93 1.33 21h 65 11/4 32 13/16 30 13 A 44 23/8 60 23/8 60 3.41 1.55 11/2 40 15/16 33 113/16 47 27/16 62 27/16 62 3.68 1.67 2 50 18/16 40 11/8 48 28/1s 65 21/m 65 4.01 1.82- 11/4 32 1 41 2'/16 59 21'/16 75 21'/16 75 5.98 2.71 3 80 11/2 40 1'/8 41 25/16 59 215/16 75 21'/16 75 5.65 2.56- 2 50 1118 41 21/4 57 21'/16 75 215/16 75 5.25 2.38 21/2 65 11/8 48 23/16 56 31/16 78 31/16 78 6.44 2.92 2 50 23/16 56 21'/16 75 35/8 92 31/8 92 11.89 5.39 4 100 21/2 65 21/16 56 23/4 70 3% 92 35/8 92 11.27 5.11 3 80 23/16 56 211/16 68 35/8 92 31/8 92 10.63 4.82 5 125 4 100 213/16 73 31/16 84 4 3/8 111 41/8 111 16.47 747 3 80 25/16 59 13/16 98 413/16 124 413/16 124 19.43 8.81 6 150 4 100 213he 73 37/8 98 415/16 125 415he 125 23.53 10.67� 1 5 125 31/8 86 313/16 98 5 127 5 127 26.66 12.09 Note:See following page for pressure-temperature ratings. PROJECT INFORMATION APPROVAL STAMP Project: OApproved Address: []Approved as noted Contractor: []Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: L PF-6.13 x , CAST IRON THREADED FITTINGS ! Class 125 (Standard) ❑ FIGURE 358 Size A B Unit Weight Tee Black UP ,., 1/4 8 1h 13 13/16 22 0.22 0.10 3/6 10 5/6 16 1 25 0.35 0.16 1h 15 11/16 17 11/6 29 0.56 0.25 'A 20 13/16 22 15/16 33 0.84 0.38 1 25 15/16 24 11h 38 1.25 0.57 11/4 32 11/8 29 13/4 44 2.03 0.92 _ 11h 40 15/16 33 115/16 49 2.70 1.22 r-B- --B-►I 2 50 19/16 40 21/4 57 4.23 1.92 21 h 65 113/16 47 211/16 68 6.67 3.02 A -A 3 80 23/16 56 31/6 79 10.00 4.54 A i B 31h 90 27/16 62 37/16 87 13.29 6.03 -_ ----, 1 4 100 211/16 68 33/4 95 16.33 7.41 I 5 125 35/16 84 41 h 114 27.33 12.39 6 150 37/6 98 51/6 130 40.85 18.53 8 200 53/16 132 69/16 167 79.00 35.83 ❑ FIGURE 360 Size A B Unit Weight Cross Black o %'= 1h 15 1/16 14 13/16 22 2.80 1.27 3A 20 13/16 22 15/16 33 1.03 0.47 B1 25 15/16 24 11h 38 1.59 0.72 11A 32 11/6 29 13/4 44 2.42 1.10 :.. B Ph 40 15/16 33 115/16 49 3.21 1.46 2 50 11/16 40 21/4 57 5.28 2.39 L A-!•-A-I 21/z 65 113/16 47 211/16 68 8.07 3.66 B B-►� 3 80 23/16 56 31/8 79 11.84 5.37 4 100 23/4 70 313/16 98 19.63 8.90 Note:See following page for pressure-temperature ratings. PROJECT INFORMATION APPROVAL Project: [-]Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PF-11.16 t CAST IRON THREADED FITTINGS &AWIL Class 125 (Standard) I�E41�D I ❑ FIGURE 359 B-►�A Tee Reducing ' C r Size A B C D E F Unit Weight Black 1/4 8 11/16 17 11/16 17 13/16 22 11/8 29 11/8 29 11/8 29 0.57 0.26 1/2 15 1/2 15 3/8 10 11/16 17 11/16 17 3/4 19 11/e 29 11/8 29 11/8 29 0.57 a26 'A 20 13/16 22 13/16 22 11/16 17 11/4 32 11/4 32 73/16 22 0.68 0.31 1 25 1 25 1 25 13/16 22 17/16 37 17/16 37 13/8 35 1.00 0.45 1h 15 1h 15 11/16 17 11/16 17 13/16 22 13/16 22 11/8 29 11/4 32 0.64 0.29 3/4 20 13/16 22 13/16 22 13/16 22 15/16 24 11/4 32 15/16 24 0.75 0.34 3/4 20 1/4 8 e/16 14 8/16 14 7/8 22 11/16 17 11/16 17 13/16 22 0.62 0.28 3/8 10 11/16 17 11/16 17 15/16 24 13/16 22 13/16 22 11/4 32 0.75 0.34 3/4 20 1 1 11 13 13 13 h 15 1 /16 17 /1 s 17 /16 22 /16 22 /16 22 11/4 32 0.76 0.34 1 25 15/16 24 15/1 s 24 13/16 22 17/16 37 17/1 a 37 13/8 35 0.99 0.45 1/4 8 1 25 15/16 24 15/16 24 15/16 24 11h 38 11/4 32 11h 38 1.08 0.49 1h 15 11/16 17 3/4 19 15/16 24 11/4 32 13/16 22 13/8 35 0.90 0.41 1h 15 3/4 20 13/16 22 13/16 22 15/16 24 1% 35 11/4 32 17/16 37 0.91 0.41 1 25 15/16 24 15/16 24 15/16 24 11h 38 13/8 35 11h 38 1.08 0.49 1h 15 11/16 17 11/1s 17 15/16 24 11/4 32 13/16 22 13/8 35 0.89 0.40 3A 20 3/4 20 13/16 22 13/16 22 15/16 24 13/8 35 15/16 24 17/16 37 1.00 0.45 1 25 1 25 15/1s 24 15/16 24 15/16 24 11/2 38 17/16 37 11/2 38 1.13 0.51 1/4 8 11/16 17 11/16 17 11/8 29 11/8 29 11/4 32 13/8 35 1.61 a46 1/2 15 11/16 17 11/16 17 15/16 24 11/4 32 11/4 32 13/8 35 1.01 0.46 1 25 'A 20 13/16 22 13/16 22 15/16 24 13/8 35 13/8 35 17/16 37 1.11 0.50 11/4 32 11/8 29 11/8 29 15/16 24 111/16 43 111/1s 43 18/16 40 1.49 0.68 11h 40 11/4 32 11/4 32 1 25 113/16 47 113/16 47 15/8 41 1.84 0.83 2 50 17/16 37 1 17/16 37 1 25 2 50 1 2 50 13/4 44 2.70 1.22 Note:See page 6 for pressure-temperature ratings. PROJECTO• r APPROVAL STAMP Project: ❑Approved Address: [:]Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PF-11.16 A I CAST IRON THREADED FITTINGS Class 125 (Standard) E_: FIGURE 359 B L Tee Reducing ---------- F C Size A B C D E F Unit Weight Black 1 h 15 1'/16 22 13/16 22 11/8 29 1'/16 37 15/16 24 15/8 41 1.00 0.45 1h 15 1 25 15/16 24 15/16 24 11/8 29 19/16 40 13/8 35 111/16 43 1.38 0.63 11/4 32 11/8 29 11/8 29 11/8 29 13/4 44 19/16 40 13/4 44 1.64 0.74 'A 20 13/16 22 13/16 22 11/8 29 1'/16 37 15he 24 15/8 41 1.27 0.58 3/4 20 1 25 15/16 24 15/16 24 11/8 29 19/16 40 17/16 37 111/16 43 1.43 0.65 11/4 32 11/8 29 11/8 29 11/8 29 13/4 44 15/8 41 13/4 44 1.73 0.78 1/2 15 11/16 17 11/16 17 11/8 29 16/16 24 11/4 32 19/16 40 1.27 0.58 14 20 13/16 22 13/16 22 11/8 29 17/16 37 13/8 35 15/8 41 1.36 0.62 11/4 32 1 25 1 25 15/16 24 15/16 24 11/8 29 19/16 40 19/16 40 111/16 43 1.53 0.69 11/4 32 11/8 29 11/8 29 11/8 29 13/4 44 111/16 43 13/4 44 1.79 0.81 11h 40 11/4 32 11/4 32 13/16 22 17/8 48 113/16 47 113/16 47 2.07 0.94 1 2 50 17/16 37 17/16 37 13/16 22 21/16 52 1 2 50 17/8 48 2.66 1.21 1h 15 11/16 17 11/16 17 11/8 29 15/16 24 15/16 24 19/16 40 1.47 0.67 3/4 20 13/16 22 13/16 22 11/8 29 1'/16 37 17/16 37 15/8 41 1.57 0.71 11/4 32 1 25 15/16 24 15ho 24 11/8 29 19/16 40 19/16 40 111/16 43 1.73 0.78 11/2 40 11/4 32 11/4 32 13/16 22 17/8 48 17/8 48 113/16 47 2.29 1.04 2 50 11/16 37 1 11ho 37 1 he 22 21ho 52 21/16 52 17/8 48 2.81 1.27 1h 15 11/4 32 13/16 22 11/8 29 11/4 32 113/16 47 19/16 40 17/8 48 1.93 0.88 11h 40 16/16 24 11/4 32 11/16 24 115/16 49 111/16 43 115/16 49 2.14 0.97 3/4 20 11h 40 15/16 24 11/4 32 15/16 24 115/16 49 13/4 44 115/16 49 2.18 0.99 1h 15 13N 22 3/4 19 11/4 32 17/16 37 15/16 24 111/16 43 1.75 0.79 3/4 20 7/e 22 13/16 22 11/4 32 11h 38 13/8 35 13/4 44 1.70 0.77 1 25 1 25 1 25 15/16 24 11/4 32 15/8 41 11/2 38 113/16 47 1.72 0.78 11/4 32 13/16 22 11/8 29 11/4 32 113/16 47 111/16 43 17/8 48 2.08 0.94 11/2 40 15/16 24 11/4 32 11/16 24 111/16 49 113/16 47 115/16 49 2.29 1.04 2 50 1 11/2 38 fhe 37 15/1e 24 21/8 54 2 50 2 51 2.91 1.32 1/2 15 13/16 22 11/16 17 11/4 32 17/16 37 15/16 24 111/16 43 1.67 0.76 11h 40 'A 20 7/8 22 13/16 22 11/4 32 11h 38 17/16 37 13/4 44 1.79 0.81 11/4 32 1 25 1 25 15/16 24 11/4 32 15/8 41 19/16 40 113/16 47 1.97 0..89 11/4 32 13/16 22 11/8 29 11/4 32 113/16 47 04 44 17/8 48 2.28 1.03 11h 40 15/16 24 11/4 32 15/16 24 115/16 49 17/a 48 115/16 49 2.50 1.13 2 50 11h 38 17116 37 15/16 24 21/8 54 1 21/16 52 2 51 3.07 1.39 1h 15 13/16 22 11/16 22 11/4 32 17he 37 17/16 37 111/16 43 1.84 0.83 3/4 20 7/8 22 7/8 22 11/4 32 11h. 38 11h 38 13/4 44 1.95 0.88 11h 40 1 25 1 25 1 25 11/4 32 1% 41 11/8 41 113/16 47 2.13 0.97 11/4 32 13/16 22 13/16 22 11/4 32 113/16 47 113/16 47 17/8 48 2.44 1.11 2 50 11h 38 11h 38 15/16 24 21/8 54 21/8 54 2 51 3.23 1.46 21h 65_ 113/16 47 1 113/16 47 1 15/16 24 1 27/16 62 1 27/16 62 1 23/16 56 4.15 1.88 Note:See page 6 for pressure-temperature ratings. PF-6.13 CAST IRON THREADED FITTINGS tiuvi Class 125 (Standard) FIGURE 359 -- --L__f Tee Reducing - -- Size A B C 0 E F Unit Weight Black 1/2 15 11/2 40 15/16 24 1% 35 11h 38 2 51 1"/16 47 21/8 54 2.95 1.34 2 50 19/16 40 17/16 37 19/16 40 21/4 57 17/8 48 21/4 57 3.30 1.50 11/4 32 13/116 22 11/8 29 17/16 37 17/8 48 13/4 44 21/16 52 2.50 1.13 1/4 20 11/2 40 15/16 24 15/16 24 11/2 38 2 51 111/16 47 21/8 54 3.40 1.54 2 50 19/16 40 17/16 37 19/16 40 21/4 57 115/16 49 21/4 57 3.31 1.50 1 25 11/16 17 11/16 17 17/16 37 13/4 44 15/8 41 2 51 2.70 1.22 11/4 32 13/16 22 11/8 29 11/2 38 17/8 48 13/4 44 21/16 52 2.94 1.33 1 25 11/2 40 15/16 24 11/4 32 11/2 38 2 51 113/16 47 21/8 54 2.85 1.29 2 50 19/16 40 17/16 37 19/16 40 21/4 57 2 51 21/4 57 3.46 1.57 1 21/2 65 17/8 48 113/10 47 19/16 40 29/16 65 1 2 3/8 60 27/16 62 4.88 2.21 1/2 15 11/16 17 1 25 17/16 37 13/4 44 15/8 41 2 51 2.48 1.12 3/4 20 7/8 22 7/8 22 17/16 37 19/16 40 11/2 38 115/16 49 2.50 1.13 1 25 11/16 17 1 25 17/16 37 04 44 15/8 41 2 51 2.73 1.24 11/4 32 11/4 32 13/16 22 11/8 29 17/16 37 17/8 48 13 A 44 21/16 52 2.90 1.32 11/2 40 15/16 24 11/4 32 11/2 38 2 51 17/8 48 21/8 54 3.13 1.42 2 50 2 50 19h6 40 17/16 37 19/16 40 21/4 57 21/16 52 21/4 57 3.71 1.68 21/2 65 1 17/8 48 13/4 44 19/16 40 29/16 65 2% 60 27/16 62 4.54 2.06 1h 15 13/16 22 13/16 22 17/16 37 11h 38 17/16 37 17/8 48 2.34 1.06 3/4 20 7/8 22 7/8 22 17/16 37 19/16 40 Vh 38 115/16 49 2.46 1.12 1 25 1 he 17 1 25 17/1s 37 13/4 44 11/8 41 2 51 2.66 1.21 11h 40 11/4 32 13/16 22 13h6 22 17/16 37 17/8 48 113h6 47 21/16 52 2.98 1.35 11h 40 15/16 24 15/16 24 11h 38 2 51 115/16 49 21/8 54 3.24 1.47 2 50 19/16 40 11/2 38 19/16 40 21/4 57 21/8 54 21/4 57 3.70 1.68 21h 65 11/8 48 115/16 49 016 40 29/16 65 29/16 65 27/16 62 5.46 2.48 1h 15 13/16 22 13/16 22 17/16 37 11h 38 11/2 38 17/8 48 2.74 1.24 'A 20 7/8 22 7/8 22 17/16 37 19/16 40 19/16 40 115/16 49 2.86 1.30 1 25 11/16 17 11/16 17 17/16 37 13/4 44 13/4 44 2 51 3.05 1.38 2 50 11/4 32 13/16 22 13/16 22 17/16 37 17/8 48 17/8 48 21/16 52 3.38 1.53 11h 40 15/16 24 75/16 24 11h 38 2 51 2 51 21/8 54 3.59 1.63 21h 65 17/8 48 17/8 48 19/18 40 29/16 65 29/16 65 27/16 62 1 5.17 2.34 1 3 1001 3 76 1 3 76 1 27/16 62 1 311/16 94 1 311/16 94 1 31h 89 1 7.87 3.571 Note:See page 6 for pressure-temperature ratings. PF-6.13 CAST IRON THREADED FITTINGS Class 125 (Standard) E FIGURE 359 B"'A�! Tee Reducing F C Size A B C D E F Unit Weight Black 1/2 15 21/2 65 113h6 47 113/16 47 113/16 47 211/16 68 21/4 57 211/16 68 5.20 2.36 3/4 20 21/2 65 113/16 47 13/4 44 113/16 47 211/16 68 21/4 57 217/16 68 5.10 2.31 1 25 2 50 19/16 40 1'/16 40 1% 48 27/16 62 21/8 54 29/16 65 5.03 2.28 21/2 65 1 113/16 47 13/4 44 113/16 47 211/16 68 25/16 59 211/16 .68 5.36 2.43 11/4 32 2 50 19/16 40 11/2 38 17/8 48 27/16 62 21/8 54 29/16 65 4.96 2.25 21/2 65 113/16 47 13/4 44 113/16 47 211/16 68 23/8 60 211/16 68 5.40 2.45 11/2 40 15/16 24 15/16 22 113/16 47 2'/16 56 111/16 49 27/16 62 4.23 1.92 11/2 40 2 50 19/16 40 11/2 38 17/8 48 2'/16 62 21/8 54 29/16 65 4.85 2.20 21/2 65 113/16 47 113/16 47 113/16 47 211/16 68 2'/16 62 211/16 68 4.85 2.20 1/2 15 1/4 19 13/16 22 13/4 44 111/1e 43 11/2 38 21/16 56 5.82 2.64 3/4 20 7/8 22 7/8 22 13/4 44 13/4 44 19/16 40 21/4 57 3.62 1.64 1 25 1 25 11/16 17 13/4 44 115/16 49 13/4 44 25/16 59 3.92 1.78 21/2 65 11/4 32 13/16 22 13/16 22 13/4 44 21/16 52 1% 48 23/8 60 4.26 1.93 2 50 11/2 40 15/16 24 15/16 24 113/16 47 23/16 56 2 51 27/16 62 4.42 2.00 2 50 19/16 40 19/16 40 17/8 48 27/16 62 21/4 57 29/16 65 5.17 2.34 21/2 65 113/16 47 17/8 48 113/16 47 211/16 68 29/16 65 211/16 68 6.00 2.72 1 3 80 21/16 52 21/8 54 17/8 48 3 80 27/8 73 21'/16 73 7.35 3.33 1/2 15 3/4 19 3/4 19 13/4 44 111/16 43 111/16 43 23116 56 4.00 1.81 3/4 20 7/8 22 7/8 22 11/4 44 13/4 44 11/4 44 21/4 57 4.29 1.95 1 25 1 25 1 25 13/4 44 11'/16 49 115/16 49 25/16 59 4.48 2.03 21/2 65 1114 32 13/16 22 13/16 22 13/4 44 21/16 52 21/16 52 23/8 60 4.83 2.19 11/2 40 11/16 24 11/16 24 111/16 47 23/16 56 23/16 56 27/16 62 5.14 2.33 2 50 19/16 40 19/16 40 17/8 48 2'/16 62 27/16 62 29/16 65 5.88 2.67 3 80 Via 52 21/16 52 17/8 48 3 80 3 80 213/16 73 8.09 3.67 1 4 100 23/4 70 1 213/16 73 27/16 62 311/16 94 VhB 94 31/2 89 14.03 6.36 3/4 20 3 80 21/8 54 21/8 54 21/8 54 31/a 79 211h6 68 31/8 79 8.25 3.74 1 25 3 80 21/8 54 21/8 54 21/8 54 31/8 79 211/16 68 31/8 79 8.30 3.76 11/4 32 3 80 21/8 54 21/8 54 21/8 54 31/8 79 213/16 73 31/8 79 8.46 3.84 11/2 40 3 80 21/8 54 23/16 56 21/8 54 31/8 79 213/16 73 31/8 79 8.13 3.69 11/2 40 13/8 35 11h 38 23/16 56 25/16 59 23/16 56 213/16 73 6.83 3.10 2 50 2 50 19/16 40 19/16 40 23/16 56 29he 65 21/4 57 215/16 75 7.29 3.31 21h 65 17/8 48 115/16 49 21/a 54 213/16 73 29/16 65 31h6 78 7.10 3.22 3 80 21/8 54 23/16 56 21/8 54 31/8 79 1 211/16 75 31/8 79 8.79 3.99 1 25 1 25 15/16 24 21/8 54 21/16 52 115/16 49 211/16 68 5.51 2.50 11/4 32 11/4 32 13/16 22 21/8 54 23/16 56 21/16 52 23/4 70 5.92 2.68 3 80 21h 65 11/2 40 13/8 35 15/16 24 23/16 56 25/16 59 23/16 56 213/16 73 6.23 2.83 2 50 19/16 40 11/2 38 23/16 56 29/16 66 27/1s 62 215/16 75 6.81 3.09 21/2 65 17/8 48 113/16 47 21/8 54 213/16 73 211/16 68 31h6 78 7.66 3.47 1 3 80 21/8 54 21/8 54 21/8 54 31/8 79 1 31/16 78 31/s 79 9.13 4.14 1/2 15 15/16 24 "/16 24 23/16 56 17/8 48 17/8 48 25/8 67 6.08 2.76 3/4 20 15/16 24 16ho 24 21/8 54 17/8 48 17/8 48 21/s 67 6.06 2.75 1 25 1 25 1 25 21/8 54 21/16 52 21h 6 52 211/16 68 6.27 2.84 3 80 11/4 32 11/4 32 11/4 32 21/8 54 23/16 56 2'/16 56 21/4 70 6.75 3.06 11/2 40 13/a 35 13/8 35 23/16 56 21/16 59 25/16 59 21'/16 75 7.10 3.22 2 50 1'/16 40 19/16 40 23/16 56 2'/16 65 29/16 65 27/8 73 7.75 3.51 21/2 65 17/8 48 17/8 48 21/8 54 213/16 73 213/16 73 31/16 78 8.92 4.05 1 4 . 100 1 211h6 68. 1 211/16 68 1 27/16 62 1 311/16 94 1 311/16 94 31h 89 12.80 5.80 Note:See page 6 for pressure-temperature ratings. PF-6.13 CAST IRON THREADED FITTINGSuvi Class 125 (Standard) E-4- FIGURE 359 Tee Reducing }- F ' C Size A B C D E F Unit Weight Black 31/2 90 31/2 90 11/2 40 13/8 35 13/8 35 2'/16 62 23/8 60^ 23/8 60 31/16 78 8.87 4.02 2 50 1% 41 15/8 41 27/16 62 25/8 67 25/8 67 33/16 81 9.94 4.51 1 25 4 100 23/4 70 215/16 75 23/4 70 33/4 95 31/2 89 33/4 95 13.52 6.13 11/z 40 4 100 23/4 70 27/8 73 23/4 70 33/4 95 31/2 89 33/4 95 13.47 6.11 2 50 111h6 43 1'/8 48 23/4 70 211/16 68 2'/16 65 31/z 89 11.34 5.14 2 50 4 100 23/4 70 23/4 70 23/4 70 33/4 95 31/2 89 33/4 95 13.89 6.30 21/z 65 17/8 48 113/16 47 25/8 67 215/16 75 213/16 73 39/16 90 11.78 5.34 21/z 65 4 100 23/4 70 23/4 70 23/4 70 33/4 95 35/8 92 33/4 95 15.75 7.14 21/z 65 17/8 48 17/8 48 25/8 67 215/16 75 213/16 73 39/16 90 11.25 5.10 3 80 3 80 21/4 57 21/8 54 211/16 68 31/4 83 31/B 79 35/8 92 12.50 5.67 4 100 4 100 23/4 70 211/16 68 23/4 70 33/4 95 35/8 92 33/4 95 15.04 6.82 1 25 13/16 22 13/16 22 23/4 70 25/16 59 25/16 59 35/16 84 10.40 4.72 11/4 32 15/16 24 15/16 24 25/8 67 25/16 59 25/16 59 35/16 84 10.38 4.71 11/z 40 17/16 37 17/16 37 211/16 68 27/16 62 27/16 62 35/16 84 10.75 4.88 2 50 111/16 43 111/16 43 23/4 70 211h6 68 211h6 68 31/z 89 11.63 5.27 4 100 21/z 65 2 51 2 51 26/8 67 215/16 75 215/16 75 39/16 90 12.85 5.83 3 80 21/4 57 21/4 57 211/16 68 31/4 83 31/4 83 35/8 92 14.12 6.40 5 125 33/8 86 33/8 86 213/16 73 43/8 111 43/8 111 4 102 20.88 9.47 6 150 37/8 98 37/8 98 27/8 73 415/16 125 415/16 125 41/16 103 26.36 11.95 2 50 13/4 44 13/4 44 37/16 87 215/16 75 215/16 75 41/8 105 17.43 7.90 5 125 5 125 3 80 25/16 59 25/16 59 31/4 83 31/z 89 31/2 89 41/4 108 20.00 9.07 4 1001 213/16 71 2"/16 71 33/8 86 4 102 4 102 43/8 111 23.83 10.81 4 4 100 27/8 73 213/16 71 3'/e 98 41/16 103 4 102 415/16 125 30.00 13.61 21/z 65 2 51 2 51 313/16 97 31/4 83 31/4 83 43/4 121 25.67 11.64 6 150 6 150 3 80 23/8 60 23/a 60 313/16 97 39/16 90 39/16 90 413/16 122 27.46 12.45k 4 100 27/8 73 27/8 73 37/8 98 41/16 103 41h6 103 415/16 125 32.44 14.71 5 125 33/a 86 1 33/8 86 1 313h6 97 45/8 117 45/8 117 5 127 37.00 16.78 Note:See page 6 for pressure-temperature ratings. PF-11.16 J CAST IRON THREADED FITTINGS !!= Class 125 (Standard) ❑ FIGURE 358 Size A B Unit Weight Tee Black NPR 'n, w a.:. A A, ,.4. .3.l x i.e,lll..a.,i.�b '1)�1f# .. s z+,,,.,,,.iCYa.< a• .T1lIIT �i., ` ''�l}S:',... �f 1 _ • .,.:R 1/4 8 1/2 13 t3/16. 22 0.22 0.10 u 3/e 10 5/e 16 1 25 0.35 0.16 1/2 15 11/16 17 11/8 29 0.56 0.25 3/4 20 13/16 22 15/16 33 0.84 0.38 - 1 25 15/16 24 11/2 38 1.25 0.57 11/4 32 11/8 29 13A 44 2.03 0.92 11/2 40 15/16 33 115/16 49 2.70 1.22 2 50 19/16 40 21/4 57 4.23 1.92 f•-gam;•-B-►� 21/2 65 113/16 47 211/16 68 6.67 3.02 A -A 3 80 23/16 56 31/8 79 10.00 4.54 A B 31/2 90 27/16 62 37/16 87 13.29 6.03 4 100 211/is 68 33/4 95 16.33 7.41 5 125 Via 84 41/2 114 27.33 12.39 6 150 37/8 98 51/e 130 40.85 18.53 8 200 53/16 132 69h s 167 79.00 35.83 ❑ FIGURE 360 Size A B Unit Weight Cross Black /2 15 1 hs 14 13/16 22 2.80 1.27 ' 3/4 20 13/16 22 15/16 33 1.03 0.47 g1 25 15/16 24 11/2 38 1.59 0.72 11/4 32 11/e 29 13/4 44 2.42 1.10 r, < B 11/2 40 15/is 33 115/16 49 3.21 1.46 2 50 19/16 40 21/4 57 5.28 2.39 .I 21/2 65 113/16 47 211/16 68 8.07 3.66 _. B-►+-B ►I 3 80 23/f a 56 31/e 79 11.84 5.37 4 100 23/4 70 313/16 98 19.63 8.90 We:See following page for pressure-temperature ratings. PROJECTiAPPROVAL Project: []Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks, Submittal Date: Notes 1: Notes 2: PF-11.16 t: CAST IRON THREADED FITTINGS0-w vi Class 125 (Standard) FIGURE 361 2 NPS 50 DN Cross Reducing - - - --- #� 3 NPS +21A NPS 80 DN-�- 65 DN - r -TG 11/4 NPS 32 DN ' A►1�-8 ' G Read as: Read as: F 3x21Ax 2x11/4 80x65x 50x32 Size A B C D E,F G,H Unit Weight 1 25 1 25 'A 20 3/4 20 13/16 22 13/16 22 "ho 24 15/16 24 13/e 35 17/16 37 1.30 0.59 11/4 32 11/4 32 1 25 1 25 "he 24 15/16 24 11/8 29 11/8 29 1 19/16 40 111/16 43 •2.04 0.93 1 25 1 25 1 25 1 25 11/8 29 11/4 32 11/4 32 15/e 41 113/16 47 2.74 1.24 11/4 32 1 25 1 25 1 25 1 25 11/4 32 11/4 32 15/8 41 113/16 47 2.67 1.21 11/2 40 1 25 1 25 1 25 1 25 11/4 32 11/4 32 15/8 41 113/16 47 2.51 1.14 11h 40 11/4 32 1 25 11/8 29 11/8 29 13/16 22 15/16 24 113/16 47 17/8 48 3.90 1.77 11/4 32 11/8 29 11/8 29 13/8 35 13/8 35 113he 47 1'/8 48 3.95 1.79 1 25 1 25 11/15 17 11/8 29 17/16 37 17/16 37 13/4 44 2 51 3.57 1.62 11/2 40 11/4 32 1 25 11/8 29 13/16 22 11/2 38 17/16 37 17/8 48 21/8 54 4.25 1.93 1114 32 13/16 22 13/16 22 11/2 38 11h 38 17/8 48 21/16 52 4.18 1.90 2 50 1 25 1 25 11/16 17 11/16 17 17/16 37 17/16 37 1 13/4 44 2 51 3.22 1.46 2 50 11/4 32 11/4 32 11/8 29 11/8 29 17/16 37 17/16 37 17/8 48 2118 54 4.00 1.81 11h 40 11/2 40 1 11/4 32 11/4 32 17/16 37 17/16 37 2 51 21/8 54 4.08 1.85 1 25 1 25 1 25 11/16 17 113/16 47 113/16 47 115/16 49 2'/16 59 5.11 2.32 2 50 11/2 40 11h 40 11/4 32 15/16 24 17/8 48 17/8 48 23/16 56 27/16 62 6.13 2.78 2 50 2 50 11/2 38 13/4 44 17/8 48 17/8 48 27/16 62 2'/16 65 7.23 3.28 21h 65 11/4 32 1 25 13/16 22 13/16 22 13/4 44 113/16 47 21/16 52 23/8 60 5.39 2.44 21/2 65 11/4 32 1 11/8 29 11/8 29 113/16 47 113/16 47 Vie 52 23/8 60 5.26 2.39 11/2 40 11/2 40 11/4 32 11/4 32 17/8 48 17/a 48 23/16 56 27/16 62 5.68 2.58 2 50 2 50 1'/16 40 19/16 40 115/16 49 11'/16 49 27/16 62 2'/16 65 6.82 3.09 3 80 3 80 11/2 40 11h 40 13/8 35 13/8 35 23h6 56 2'/16 56 25/16 59 213/16 73 .7.91 3.59 2 50 2 50 1% 41 15/8 41 2'/16 56 2'/16 56 2a/16 65 215/16 75 18.85 4.01 4 100 4 1001 2 50 2 50 1 2 50 2 50 271/16 68 211/16 68 23/4 70 37/16 87 112.00 5.44 Note:See following page for pressure-temperature ratings. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PF-11.16 CAST IRON THREADED FITTINGS !!= Class 125 (Standard) ❑ FIGURE 367 - Concentric Reducer Size A B* Unit Weight Black 3/4 20 1h 15 5/8 16 19/16 40 0.40 0.18 1 25 1/2 (Hex) 15 11/16 17 111/16 43 0.54 0.24 3/4(Hex) 20 7/16 11 11h 38 0.63 0.29 1h 15 '/16 14 15/8 41 0.84 0.38 11/4 32 3/4 20 1 25 21/8 54 0.90 0.41 1 25 15/16 24 21/e 54 1.07 0.49 1h 15 1h 13 15/8 41 1.00 a45 11h 40 'A 20 1h 13 15/8 41 1.20 0.54 1 25 1h 13 1'A 44 1.50 0.68 11/4 32 1 25 21/4 57 1.45 0.66 1h 15 5/8 16 2 51 2.00 0.91 'A 20 'A 19 2 51 1.90 0.86 2 50 1 25 'A 19 2 51 1.83 0.83 11/4 32 13/16 22 21/8 54 1.78 0.81 11h 40 7/8 22 23/16 56 1.98 0.90 21 h 65 11/2 40 'A 19 2 51 3.10 1.41 2 50 1 25 21/16 65 2.98 1.35 3/4 20 15/16 24 21/2 64 4.31 1.95 3 80 2 50 11/16 27 23/4 70 3.96 1.80 21 h 65 15/16 24 213/16 73 4.40 2.00 2 50 13/16 30 215/16 75 6.50 2.95 4 100 21 h 65 13/16 30 31/8 79 7.78 3.53 3 80 11/16 27 31/8 79 7.01 3.18 5 125 4 100 11h6 27 35he 84 10.48 4.75 6 150 4 100 11/8 29 37/16 87 13.83 6.27 5 125 11/8 29 39/16 90 1 15.53 7.04 8 200 6 150 11/4 32 1 37/8 98 29.10 13.20 Dimension"B"does not conform to ASME standard. Note:See following page for pressure-temperature ratings. PROJECT INFORMATION APPROVAL STAMP Project: [-]Approved Address: ❑Approved as noted Contractor: [:]Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PF-12.14 J CAST IRON THREADED FITTINGS Anna Class 125 (Standard) FIGURE 390 Unit Weight FIGURE 381 Unit Weight Countersunk Size Cap Size Plugs Black Galv. Black Galv. 1 25 0.20 0.09 0.20 0.09 21/2 65 2.55 1.16 - - 11/4 32 0.32 0.15 0.32 0.15 3 80 4.10 1.86 - - ' 11/2 40 0.47 0.21 0.47 0.21 2 50 0.84 0.38 0.84 0.38 4 100 6.40 2.90 - - 21/2 65 1.40 a63 - - 5 125 10.70 4.85 - - 3 80 2.25 1.02 - - 6 150 14.20 6.44 14.20 6.44 31/2 90 3.02 1.37 - - See Fig. In Malleable Iron 8 200 27.23 12.35 27.23 12.35 for otherer available sizes. 4 100 3.76 1.71 - - `" ❑ FIGURE 370 Size Minimum Dimensions Unit Weight Locknut A B C D Black __ i xvr,: �.r 21/2 65 3.500 89 3.180 81 .590 15 0.90 2 1.13 0.51 3 80 4.270 108 3.840 98 1 .670 17 0.90 2 1.60 0.73 For nominal saes smaller than 2/z"(65 DN), 4 100 5.380 137 5.000 127 .800 20 .130 3 1.10 0.50 see Fig.1134 in the Malleable Iron Section. According to specifications,hex bushings and cored plugs should be used with 150#malleable iron and 1250 cast iron.Solid plugs and face bushings are recommended for use with 250#and 300#fittings. Note:See following page for pressure-temperature ratings. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: [:]Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PF-11.16 CAST IRON THREADED FITTINGS Class 125 (Standard) ❑FIGURE 387 Size Unit Weight ❑ FIGURE 388 Size Unit Weight Square Head Black Gaiv. E] Square Head Black GaIv. Plugs,Cored Plugs,Solid 3/4* 20 0.13 0.06 0.13 0.06 1/2 15 0.10 ao vo 0.05 3/4 20 0.17 0.08 0.17 aO8 1 25 0.25 0.11 0.25 0.11 11/4 32 0.39 0.18 0.39 0.18 1 25 0.32 0.15 0.32 a 15 11/2 40 0.50 0.23 0.50 0.23 11/4 32 0.53 0.24 0.53 a24 2 50 0.82 0.37 0.82 a37 11/2 40 0.76 0.34 0.76 a34 21h 65 1.32 0.60 1.32 0.60 2 50 1.23 0.56 1.23 a56 3 80 1.87 0.85 1.87 a85 21b 65 2.00 0.91 2.00 0.91 31/2 90 2.50 1.13 2.50 1.13 3 80 3.18 1.44 3.18 1.44 Zinc Plated 4 100 1 4.00 1.81 1 4.00 1.81 3112 90 4.38 1.99 E❑ FIGURE 389 Size Unit Weight ❑ FIGURE 380 Size Unit Weight ]Bar Plugs, Black Galv. Bar Plugs, Black Cored F111-111150"t"01 Solid 4 100 3.82 1.73 3.82 1.73 4 100 5.68 2.58 5 125 6.50 2.95 6.50 2.95 4 100 5 125 9.60 4.35 6 150 9.94 4.51 9.94 4.51 8 200 20.26 9.19 20.26 9.19 6 150 14.78 6.70 According to specifications,hex bushings and cored plugs should be used with 1 SO#malleable iron and 125#cast Iron.Solid plugs and face bushings are recommended for use with 250#and 300#fittings. Note:See following page for pressure-temperature ratings. PROJECT INFORMATION APPROVAL STAMP Project: E]Approved Address: F]Approved as noted Contractor: []Not approved Engineer: Remarks, Submittal Date: Notes 1: Notes 2: L PF-1 1.16 1 1 KE N N E DY VALVE EMS k p UL/ FM BUTTERFLY VALVES .. . E 4 x 'ice*i" •�. j C � z r p � y4%ti a. p. ........ .j 1 t a ,,, xy J ` r • 3 ryr rv. Designed for the Fire Protection Industry Sizes: 2-1/2",3",4",6",8" 300 PSI Rated Double Seal Design for Bubble Tight Shut Off Outdoor Rated C.S.F.M Listed Lightweight Corrosion Resistant Fusion Bonded Coating Low Torque Operation Easy to Read Flag Type Indicator Kennedy Valve-UL/FM Butterfly Valves 11-1 KENNEDY VALVE Division of McWane, Inc. 1021 East Water St., Elm i ra,NY 14901 (607) 734-2211 Grooved End Butterfly Valves 2 1/2" to 8" Figure G300/G300C & 01 G 300 psi with Supervisory Tamper Switch 4.6 5.5 / 2-1/2" to 6" ® G300/G300C Outdoor Rated UL/FM 2 5 Available Normally Open and Normally closed 'IF" "O.A.Ht" „E, 0„A„ „B„ 8„ Only m.. ......... Outdoor Rated UL '2ca�a r 1. UPPER AND LOWER SHAFTS 7 J ' 3. DISC ENCAPSULATION MTL: EPDM ?N F S to i i i SIZE 3 411 61 811 r x A Note: "E will be MINIMUM allowed pipe I.D. Exercise care handling and installing Kennedy Valve-UUFM Butterfly Valves 11-2 KENNEDY VALVE Division of McWane, Inc. ,,, �= 1021 East Water St., Elmira,NY 14901 (607) 734-2211 ` Grooved End Butterfly Valves 2 1/2" to 8" Figure G300E/G300EC & 02G 300 psi with Supervisory Tamper Switch • Extended Length Wives Equipped with Four 3/4" NPT Ports • Wetted Components NSF Certified 2.5"-8" • 4"to 8" sizes have been approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of 4.6 Southern California 5.5 ! 2-1/2" to 6" ® G300E/G300EC Outdoor Rated U L/FM 02.5 3/4-14NPT Available Normally (2) EA SIDE Open and Normally "O.A.Ht" Closed „C„ 0"All VIDTH" "PORT" "B" 8" Only Outdoor Rated UL 3/4-14NPT (2) EA SIDE 1 . UPPE AND LOWER SHAFTS OV IEPD _._. . y SIZE 3" 4„ 6" 8„ Rr1/2 geld#h . WIDTH —PORT jg jfi 2.8 Note:Disc does not protrude past the "B" dimension of the body on any size in the open position. Exercise care handling and during installation Kennedy Valve-UUFM Butterfly Valves 11-3 i. W) • i • • • - — t•�•y�ilulf��lf!��III] `I ii E:�iPI�lEc3r�i�K��I�I! � • �67�Pd►ilt•��i�K��I�! / - II II �\ �IIII• fill 19 I i • ••• -• I ERMWIN Will Ilk job I►[ "noMi •7�►�[R:�ClClE:lE:lE:! �� '� '� :�1�• •lE: �[ � ��[R'[•' IPiTa��lciE:�iyL:lNyL:![c1L![cIL! l�fWItWA[Cj1CMI •T-IWJIcM pill- f►`�[R'��:T.'ii7�117�i1�����[����� 1��1�•��'�f)�'�f�I - • - - - BUTTERFLY VALVE- I G300/G300E/G300C/G300ECM300/W300E/W300C/W300EC/W3001/01 G/02G/01 W SUPPLEMENTARY INSTALL INSTRUCTIONS Information shown here is intended to supplement, not replace, instructions that are shipped with each valve. Dimensional information regarding minimum pipe I.D. and disc protrusion are shown on dimensional page for particular valve. Exercise care handling and during assembly. Grooved Body For use with grooved end in steel pipe(IPS) see valve dimensional information for min. pipe I.D. (dimension E) Valves shall be installed by person(s)certified to install grooved end fittings in a fire protection system by authority having jurisdiction 1. Place gasket over pipe or fitting to which valve will be joined 2. Position valve against mating pipe/fitting 3. Slide gasket into position on valve and adjacent pipe/fitting and install coupling according to coupling manufacturer's instructions Wafer Body For installation between two ANSI B16.1, 1251b. flanges see valve dimensional information for min. pipe I.D. (dimension E) 1. Two flanged mating pieces should be placed at a distance apart that is slightly more than the thickness of the body (dimension B on wafer table) 2. A minimum of 2 studs shall be placed through adjacent flange holes so that the lower trunnion of the valve can fit between them. Normally this is the bottom 2 holes if the valves will be vertical with open/closed indicator on top 3. Place the valve between the flanges taking care to not disturb the body gaskets. 4. Place remaining studs around the valve and tighten using an alternating pattern until desired torque is reached Switch Wiring 1. Valve has internal switches that operate from the OPEN position. Normally Closed valves are an option(W300C/G300C/G300EC), and operate from CLOSED position 2. One switch has dual leads that is for connection to the SUPERVISORY circuit of an alarm panel. The other switch has single leads and is intended to be connected to AUXILIARY equipment 3. Tuck unused leads into junction box(not provided) 4. Always comply with national codes, local codes and NFPA 13/71 and 72 I tl i Ile i r .. �}T� � e<. 3 F tfr(-xr it?r�� Y ..�.. •4yi� £ y £ €£y 6 ;P t"Ja Y ✓ ♦< 1y! mac" � 6 r:. :y Kennedy Valve-UL/FM Butterfly Valves 11-5 Page 1 of 25 MAW im MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 1. DESCRIPTION The Viking Model VXR Dry Pipe Valve is an externally resettable, latching, differential valve used to separate the water supply from the dry pipe sprinkler system. The valve includes a clapper assembly with a differential air-to-water seat design.The clapper provides a positive mechanical seal for the air/nitrogen .. pressure in the dry pipe system. The differential design allows an air/nitrogen supply of moderate pressure to control a higher water supply pressure.When the air/nitrogen pressure in the dry pipe system is lowered sufficiently to overcome the pressure differential, the valve opens allowing water to enter the dry pipe system. The clapper is reset using a convenient push rod located on the bottom of the valve body. The valve is also designed to operate a water motor alarm and/or an electric pressure alarm switch.The Viking Model D-2 Accelerator can be used to speed the operation of the valve on large capacity systems or where faster action is required. 2. LISTINGS AND APPROVALS C&S cULus Listed:VPZV FM Approved: Dry Pipe Valves 3. TECHNICAL DATA 3.1 Specifications WARNING:Cancer and Reproductive Harm- Rated to-250 PSI (17.2 bar)Water Working Pressure. WWW.P65Warnings.ca.gov Factory tested hydrostatically-500 PSI (34.5 bar)with the clapper open. Air/nitrogen pressure to water pressure area differential:Approximately 5.75 to 1. Color-black Available Since 2021. < I� 4 z .n r y ..... _. • ks t Figure 1: Pre-Trimmed Riser(PTR) Configuration Figure 2: Standard Riser Configuration Form No. F_112320 November 2022 Rev 01 Replaces Form No. F_112320 Rev 21.1 (Revised pre-trim options and images) Page 2 of 2$ MODEL VXR DRY :. . SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 3.2 Ordering Information Model VXR Dry Pre-Trimmed Risers (PTR) z , I Figure 3: PTR Configurations TABLEORDERING INFORMATION ACCESSORIESPRE-TRIMMED RISER PACKAGES AND NLrniilk, S `� The PTR packages ship from the factory fully assembled,tested,and ready to install. ?� These riser assemblies include the Model VXR Valve,all required trim with check valves,water and air gauges,air and water pressure switches,drip check valve,water supply control valve,integrated drain manifold,and drain hoses. Optional accessories are available for separate. Model D-2 Accelerator(includes integrated Anti-Flood Device,requires trim to connect) 42 -- Accelerator Trim Kit-includes trim components and air gauge(model VXR only) Model LD-1 Anticolumn Device LD-1 Trim Kit-includes trim components needed to connect to the dry valve Form No. F_112320 November 2022 Rev 01 Page 3 of 25 MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com Model VXR Valve/Trim Options and Accessories The Model VXR Dry Valve and Trim Options are shown below.The valve and trim must ordered separately.For operation, maintenance, and other valve related information, refer to form number F_112220. Ft Figure 3: Standard Configurations TABLE 2: VALVE ORDERING INFORMATIONSPECIFICATIONS � I�loftifnall���i � r 2�" 1 11 ft.(3.35 m) 159 26 lbs.(11.8 Kg) 14 ft.(4.27 m) 250 31 lbs.(14.01 Kg) 21 ft.(6.4 m) 409 50 lbs.(22.7 Kg) Z7, 29 ft.(8.84 m) 1009 107 lbs.(48.5 Kg) �•Expressed in equivalent length of Schedule 40 pipe based on Hazen&Williams formula:C=100. TABLE 3: ORDERING INFORMATION • • ACCESSORIES x p The pretrimmed assemblies ship from the factory fully assembled.These assemblies M include the Model VXR Valve,all required trim with check valves,water and air gauges,drip check valve,drain cup,and drain hoses. Optional accessories are available for separate purchase. The loose trim packages do NOT include the Model VXR Dry Valve.See above for valve part numbers.The loose trim ships from the factory loose.These packages m "s " � include all required trim with fittings and pipe,check valves,water and air gauges,drip C01 u; b, check valve,drain cup,and drain hoses.Refer to the trim diagrams in this document. 14 Model D-2 Accelerator(includes integrated Anti-Flood Device,requires trim to connect) Accelerator Trim Kit-includes trim components and air gauge(model VXR only) #g Model LD-1 Anticolumn Device(requires trim to connect) x, LD-1 Trim Kit-includes trim components needed to connect to the dry valve Air supervisory switch Water flow switch Form No. F_112320 November 2022 Rev 01 Page 4 of 2b MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 3.3 System Components Refer to 3.4 for connection point specifications. P .. 01 JL f is i I1 r F r ... �� ,. rz i Figure 4: System Components (4" Pre-Trimmed Riser Shown) A Dry Valve J Air/nitrogen supply pressure gauge B 1/2"Inline check valve K Main drain(normally closed) C 1/2"Swing check valve L Alarm test valve(normally closed) D 118"Restricted orifice M" PS-10 Water flow alarm switch E Drain cup N" PS-40 High/Low air switch F Water supply pressure gauge O" Main water supply valve(Model 02G) G Model D-3 Drip Check P Accelerator with trim H Prime level test valve(normally closed) "Included with PTR version only. Form No. F_112320 November 2022 Rev 01 a r Page 5 of 25 } MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 3.4 Connection Points 1 2 7 a s.. 5 ._ 3 6 { 4 Figure 5: System Connection Points (4"Standard Riser Shown) 1 Air supply and/or supervisory switch 5 To drain 2 Alarm connection 6 Main water supply 3 Main drain/drain manifold 7 Accelerator trim 4 Auxiliary drain(cup) Form No. F_112320 November 2022 Rev 01 Page 6 of 26 MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 4. INSTALLATION 4.1 Requirements • For proper operation and approval,the valve must be trimmed in accordance with Viking Model VXR Dry Valve Trim Charts in this document. • The Model VXR Dry Valve must be installed in the vertical position as shown in Figure 6. • Air/nitrogen supply to the dry pipe system must be clean, dry, and oil free. • Automatic air/nitrogen supplies must be regulated, restricted, and from a continuous source. Viking recommends that an air maintenance device be installed on each system equipped with an automatic air/nitrogen supply. • Never exceed 65 PSI (4.5 bar)pressure in the system piping with the dry valve clapper closed. • The dry valve must be installed in an area not subject to freezing temperatures or physical damage. If required, provide a valve house (enclosure) with adequate heat around the dry valve and trim. Freezing temperatures and/or excessive pressure will permanently damage the valve. • When corrosive atmospheres and/or contaminated water supplies are present, it is the owner's responsibility to verify compatibility with the Model VXR Dry Valve and associated equipment. • Prior to installing the valve,thoroughly flush the water supply piping to verify that no foreign matter is present. 4.2 Air/nitrogen Supply Installation 1. Install the required air/nitrogen supply, using the properly sized compressor, producing the required cubic feet per minute in accordance with section 4.3.The air/nitrogen supply to the Dry System must be clean, dry, and oil free. 2. Automatic air/nitrogen supplies must be regulated, restricted, and from a continuous source.A Viking Air Maintenance Device should be installed on each system equipped with a tank mounted compressor,plant air/nitrogen.For compressors with a capacity less than 5.5 W/min at 10 psi, NFPA 13 does not require an air maintenance device. The use of an air maintenance device with riser mounted compressors can lead to compressor"short cycling".Viking always recommends that a tank mounted compressor with air maintenance device be used. 4.3 Recommended Air/nitrogen Pressure Settings -• • - PSI bar PSI bar 15 1.0 25 1.7 20 1.4 30 2.1 1" DN25 0.045 0.559 0.049 0.608 25 1.7 35 2.4 1-1/4" 1 DN32 0.078 0.969 0.085 1.043 30 2.1 40 2.8 1-1/2" DN40 0.106 1.316 0.115 1.428 35 2.4 45 3.1 2" DN50 0.174 2.161 0.190 2.360 40 2.8 50 3.4 45 3.1 55 3. 2-1/2" DN65 0.248 3.080 0.283 3.515 50 3.4 60 4.1 3" DN80 0.383 4.756 0.434 5.390 55 3.8 65 4. 3-1/2" DN90 0.513 6.370 0.577 7.165 4" 1 DN100 0.660 8.196 0.740 9.190 5" DN125 1.040 12.915 1.144 14.206 6" DN150 1.501 18.640 1.649 20.477 8" DN200 2.660 33.032 2.776 30.472 For Metric Units 1 Ft.=0.3048 M,1 Gal.=3.785L Form No. F_112320 November 2022 Rev 01 Page 7 of 25 MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-6464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 4.4 Air/nitrogen Supply Design Air.compressor size: NFPA 13 requires that the air/nitrogen supply be capable of filling the entire sprinkler system to its required air/nitrogen pressure within 30 minutes.A common method of sizing an air/nitrogen compressor is to use the following formula: Compressor Where: Example: Size(ft3/min)= V=Volume System volume as determined by table 1 =750 gallons V x P P=Required Air Pressure Required Air pressure=30 psi T=Fill time(typically 30 min.) =6.8 ft3/ 7.48 x 14.7 x T 7.48=gal./ft.3 (750 x 30) 14.7=atmospheric pressure Compressor Size(ft3/min)= min 7.48x14.7x30 Therefore,the compressor shall be capable of providing 7 ft3/min. Nitrogen Cylinder Gas Supply Nitrogen may be used in place of air compressors,Nitrogen is supplied in pressurized cylinders in various sizes and pressures. Some of the most common are 122 ft3 at 1900 PSI (3455 L at 13100 kPa), 225 ft3 at 2100 PSI (6372 L at 14480 kPa), and 280 ft3 at 2300 PSI (7930 L at 15859 kPa). When nitrogen cylinders are used as a primary air supply, spare cylinders should be furnished and located at same location of the valve. Special attention must be given to systems employing a bottled-gas supply. Because only a limited amount of gas is available, small leaks which normally would go unnoticed in systems being supplied by mechanical compressors, can become critical to the system's overall performance. If the system is to function at temperatures as low as -40 °F (40 °C), and, if bottled nitrogen is the gas supply,the system is particularly susceptible to leakage, and special care should be taken to ensure against leaks throughout the entire system. Nitrogen Generator Gas Supply Nitrogen Generators may be used in place of air compressors. When selecting and sizing a nitrogen generator, consult the manufacturer of the generator for details. 4.5 Hydrostatic Test Risk of damage to valve/system components. Performing the hydrostatic test with the dry valve clapper closed can damage system components. • DO NOT perform a hydrostatic system test with the dry valve clapper in the closed position. • Never exceed 65 PSI(4.5 bar)air/nitrogen pressure in the system piping with the dry valve clapper closed. • DO NOT expose the Viking accelerator to the hydrostatic test. For warnings and considerations regarding hydrostatic testing of the Viking accelerator and other system components, refer to Technical Data for the equipment used. Perform the Hydrostatic Test as required by the applicable standard. Form No. F_112320 November 2022 Rev 01 Page 8 of 26 MODEL VXR DRY SYSTEM RISER The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 4.6 Placing the System in Service (Refer to Figure 6) When the dry pipe system is ready to be placed in service,follow the procedure below. 1. Verify that all equipment is adequately heated and protected to prevent freezing and physical damage. 2. Verify that the main water supply control valve is closed(A). 3. OPEN the main drain valve(B). 4. Drain all water from the dry pipe system. If the system has operated,or if water has entered the system,open all auxiliary drains and the system test valve.Allow enough time to completely drain the system. 5. Verify that the dry pipe system is not pressurized and the air gauge(C) reades ZERO. 6. PRESS the push-rod (D)upward to lift the latch and ensure the clapper is fully closed. 7. CLOSE all auxiliary drains and the alarm test valve(E).The main drain should remain open. 8. If equipped with a Viking Model D-2 accelerator(F),verify the pressure reading on the gauge(G)reads ZERO. It may be necessary to loosen the plug to vent trapped pressure from the upper chamber. CAUTION! Excessive air/nitrogen pressure in the system piping will cause damage.Never exceed 65 PSI(4.5 bar) air/nitrogen pressure in the system piping with the dry valve clapper closed. 9. OPEN the dry system air/nitrogen supply and establish desired system pressure.See Table 3 for recommended settings. 10. PRESS the drip check valve(H)to verify that the intermediate chamber of the dry valve is free of air pressure. 11. If equipped with a Viking D-2 accelerator(F),verify the pressure reading on the gauge(G)equals the system set pressure. 12. When the air/nitrogen pressure is properly set, SLOWLY OPEN the water supply main control valve(A). 13. When flow is developed from the main drain,SLOWLY CLOSE the main drain valve. 14. PRESS the drip check valve(H)to verify that the intermediate chamber of the dry valve is free of water. 15. Secure all valves in their normal operating position. 16. Notify Authorities Having Jurisdiction and those in the affected area that the system is in service. All valves in normal position <—G System piping not shown <—F C i B H E A Figure 6: System Placed in Service Form No. F_112320 November 2022 Rev 01 Page 9 of 25 MODEL VXR DRY KI SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 5. OPERATION 5.1 In the SET condition: The clapper is closed; however, the latch does not hold the clapper closed. System air/nitrogen pressure enters the valve through the main air/nitrogen connection point and forces the clapper assembly down therefore keeping the water from entering the valve. 5.2 In fire conditions: When a sprinkler operates,the system air/nitrogen pressure is reduced.When system air/nitrogen pressure is reduced to the differential operating point of the valve,water supply pressure in the inlet chamber forces the clapper open allowing water to flow through the valve.The latch holds the clapper off the seat after activation if water pressure is reduced. When using the optional accelerator, the accelerator senses the system air/nitrogen pressure drop and operates. Upon operating, the accelerator allows the system air/nitrogen pressure to enter the dry valve intermediate chamber(not shown). This immediately overcomes the differential causing the dapper to open faster. The intermediate chamber is normally at atmospheric pressure and is connected to the alarm line.When the valve operates, the intermediate chamber and alarm line are pressurized with system water pressure, activating alarms connected to the dry valve trim. 5.3 Resetting the System After the valve has been activated,follow the steps below to reset the system. 1. CLOSE the main water supply control valve. 2. OPEN the main drain valve and CLOSE the air/nitrogen supply valve. 3. Allow the system to drain completely. NOTE: If, for any reason, the push-rod is pressed upward before the system has completely drained, open the 112"ball valve(Prime level test valve)to completely drain the system. Close the Emergency Release after the system is drained. 4. PARTIALLY CLOSE the main drain valve after the system has been drained. • Verify there is no water pressure showing on the water supply pressure gauge. • Verify there is no pressure showing on the air/nitrogen supply pressure gauge. • Verify there is no water trapped in the drip-check by pressing the plunger. 5. If applicable, silence all alarms. 6. Replace any sprinklers or repair any broken pipes. 7. If applicable, verify there is no air/nitrogen pressure in the accelerator. If necessary, bleed any residual pressure. NOTE: Pressing upward on the push-rod may cause residual pressurized air/nitrogen to escape. 8. Reset the clapper by pressing the push-rod upwards. 9. If applicable, open the 1/2"air maintenance device bypass valve to fill the system air/nitrogen pressure to within 5 psi of set pressure.Then close the 1/2"bypass valve and open the 1/4"isolation valves to use the air maintenance regulator to slowly bring the system up to set pressure.Verify that the system air/nitrogen pressure is set to the proper settings. If an optional accelerator is installed,verify that the accelerator air gauge reading is equal to the system air/nitrogen pressure reading. 10. SLOWLY OPEN the water supply valve to allow water to enter the valve. 11. SLOWLY CLOSE the main drain valve.The water supply pressure gauge will show the supply pressure. 12. OPEN the main water supply control valve to the fully open position. Form No. F_112320 November 2022 Rev 01 Page 10 of 25 MODEL VXR DRY INN SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 6. INSPECTIONS, TESTS, AND MAINTENANCE Any system maintenance that involves placing a control valve or detection system out of service may eliminate the fire protection capabilities of that system. Prior to proceeding, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the affected areas. ON The owner is responsible for maintaining the fire protection system and devices in proper operating condition. It is imperative that the system be inspected and tested on a regular basis in accordance with NFPA 25. Refer to current Viking Technical Data describing individual components. The frequency of the inspections may vary due to contaminated water supplies,corrosive water supplies,corrosive atmospheres, as well as the condition of the air/nitrogen supply to the system. For minimum maintenance and inspection requirements,refer to NFPA 25. In addition,the Authority Having Jurisdiction may have additional maintenance,testing,and inspection requirements that must be followed. 6.1 Inspection Weekly inspection is recommended. If the system is equipped with a low air/nitrogen alarm, monthly inspections may be adequate. 1. Check pressure gauges located on the supply side and system side of the dry valve. Verify that the proper ratio of air/ nitrogen pressure to water supply pressure is being maintained (refer to Table 3). 2. Verify that the intermediate chamber of the dry valve is free of water or pressurized air/nitrogen by pushing the drip check plunger. No water or pressurized air/nitrogen should be present. 3. If equipped with a Viking Model D-2 accelerator,check the air/nitrogen pressure gauge located on the top of the accelerator. Air/nitrogen pressure in the upper chamber of the accelerator should equal the pneumatic pressure maintained in the system. NOTE: Standard tolerance allowance in pressure gauge calibration may result in a slight variation when pressure readings from any two gauges are compared.A difference in pressures other than slight variation due to gauge calibration tolerance may indicate maintenance is required. Refer to Technical Data for the Viking Model D-2 Accelerator. 4. Verify that the'/"(15 mm) isolation valves to the accelerator are open. 5. Verify that the water supply main control valve is open and all trim valves are in their normal operating position. 6. Check for signs of mechanical damage and/or corrosive activity. If detected, perform maintenance as required or, if necessary, replace the device. 7. Verify that dry valve and trim are adequately heated and protected from freezing and physical damage. Form No. F_112320 November 2022 Rev 01 � C Page 11 of 25 MODEL VXR DRY N, IK' Im SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 6.2 Tests Quarterly Quarterly (every 3 months) testing of water flow alarms is recommended and may be required by the Authority Having Jurisdiction. Before beginning any test, Notify the Authority Having Jurisdiction and those in the area affected by the test. A. Water Flow and Alarm Test 1. SLOWLY OPEN the main drain valve (B) to flush away any accumulation of foreign material. If the water is not flowing, identify and correct the cause. 2. CLOSE the main drain valve(B)completely. 3. To test the local electric alarm (if provided)and/or mechanical water motor gong (if provided), SLOWLY OPEN the alarm test valve(E).The following should occur: a. Electric alarm pressure switches(if provided)should activate. b. Electric local alarms should be audible. c. The local water motor gong should be audible. d. Verify that(if provided) remote station alarm signals were received. 4. When testing is complete, CLOSE the alarm test valve (E). 5. 'Verify the following: a. All local alarms stop sounding and alarm panels(if provided) reset. b. All remote station alarms reset. c. All supply piping to water motor alarm properly drains. 6. PRESS the drip check valve(H)to verify that the intermediate chamber of the dry valve is free of water. 7. Notify the Authority Having Jurisdiction and those in the affected area that testing is complete. s All valves in normal position System piping not shown 1 B H E Figure 7: Water Flow and Alarm Test Form No. F_112320 November 2022 Rev 01 Page 12 of 25 MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com B. Main Drain Test Quarterly performance of the Main Drain Test is recommended and may be required by Authorities Having Jurisdiction to verify integrity of the water supply. Before beginning any test, Notify the Authority Having Jurisdiction and those in the area affected by the test. 1. Record pressure reading from the water supply pressure gauge. 2. PRESS the drip check valve to verify that the intermediate chamber of the dry valve is free of water. 3. Verify that the dry pipe system is pressurized at or above the minimum pressure recommended in Table 3 for the water supply pressure available. 4. FULLY OPEN the main drain valve located on the inlet of the dry valve. 5. When a full flow is developed from the main drain, record the residual pressure from the water supply pressure gauge. 6. When the test is complete, SLOWLY CLOSE the main drain valve. 7. Compare test results with previous flow information. 8. Verify that normal water supply pressure and system pneumatic pressure have been restored, and that all alarm devices and valves are secured in normal operating position. 9. Notify the Authority Having Jurisdiction that the test is complete. Record and/or provide notification of test results as required by the Authority Having Jurisdiction. C. Priming Water Level and Low Air/nitrogen Alarm Test Quarterly testing is recommended to verify that water is NOT present above the Priming Level Test Valve.Quarterly testing of low air/nitrogen alarms is recommended. Before beginning any test, Notify the Authority Having Jurisdiction and those in the area affected by the test. 1. FULLY OPEN the main drain valve to flush away any accumulated foreign material,then close it. 2. CLOSE the main water supply control valve. 3. OPEN the main drain valve. 4. If applicable, CLOSE the 2 ball valves on the accelerator trim to isolate the accelerator during this test. 5. Dry valve priming water level test: a. Verify that the main water supply control valve is closed and the main drain valve is open. b. PARTIALLY OPEN the priming level test valve to check for the presence of water. If an accelerator is installed, this may cause the dry pipe valve to operate. If the presence of water is detected,the system may not have been properly drained. Open all drain valves to drain the system and repeat this test. c. If/when no water is detected and the test is complete, continue to step 6. 6. Low Air/nitrogen Alarm Test: a. Verify that the water supply main control valve is closed and the main drain valve is open. B. GRADUALLY OPEN the priming level test valve to simulate operation of the dry system. Observe and record the pressure at which the low air/nitrogen alarm operates. 7. CLOSE the priming level test valve. 8. if applicable, SLOWLY OPEN the 2 ball valves on the accelerator trim. 9. Place the system in service. Refer to Section 4.6 Placing the System in Service. Form No.F 112320 November 2022 Rev 01 Page 13 of 25 Wk MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com Annually Partial Flow Trip Tests are conducted with the water supply main control valve partially closed to minimize the amount of water entering the system during the test. Performance of a Partial Flow Trip Test is recommended during warm weather at least annually except when a Full Flow Trip Test is conducted. Partial Flow Trip Tests may verify operation of equipment and devices but do not simulate operation of the system in fire conditions. A. Partial Flow Trip Test 1. .Notify the Authority Having Jurisdiction and those in the area affected by the test. 2. Record the following: a. Water supply pressure b. System pneumatic pressure 3. FULLY OPEN the main drain valve(located on the inlet of the dry valve)to flush away any accumulation of foreign material. 4. PARTIALLY CLOSE the water supply main control valve. 5. CLOSE the main drain valve. 6. OPEN the priming level test valve to simulate operation of the system. 7. Take note of(for records)the water supply pressure and system pneumatic pressure when the dry valve operates. 8. IMMEDIATELY CLOSE the water supply main control valve and open the main drain valve when test is complete. 9. Place the system in service. Refer to Section 4.6 Placing the System in Service. 10. Verify that the water supply main control valve is open, and all other valves are in their normal operating position. Every Three Years Full Flow Trip Tests are conducted with the water supply main control valve fully open.The dry valve is operated by opening the remote system test valve to simulate the opening of a sprinkler in fire conditions.When the dry valve operates,the sprinkler piping will be flooded with water. Performance of a Full Flow Trip Test is recommended during warm weather at least once every three years. More frequent testing may be required by the Authority Having Jurisdiction. A. Full Flow Trip Test 1. Notify the Authority Having Jurisdiction and those in the area affected by the test. NOTE:Alarms and electric panels controlled by an alarm pressure switch installed in the`electric alarm panel connection" cannot be interrupted(see Dry Valve Trim Chart). 2. FULLY OPEN the main drain valve (located on the inlet of the dry valve) to flush away any accumulation of foreign material. 3. CLOSE the main drain. 4. Record the following: a. Water supply pressure b. System pneumatic pressure 5. OPEN the remote system test valve to simulate operation of the dry system. Record the following: a. Elapsed time from opening of the test valve to operation of the dry valve. b. System pressure when the dry valve operated. c. Elapsed time from opening of the test valve to development of full flow of water from the system test connection. d. Any other information required by the Authority Having Jurisdiction. 6. Verify that alarms operate properly. 7. Allow water to flow from the system test connection until it appears clear and clean. 8. When test is complete, CLOSE the water supply main control valve. 9. Perform steps 1 through 16 of section 4.6 Placing the System in Service. 10. Verify that the water supply main control valve is open, and all other valves are in their normal operating position. Form No. F_112320 November 2022 Rev 01 r Page1 14 of 25 7 �N11 m- MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 6.3 MAINTENANCE (See Figure 6) Refer to the Model VXR Dry Valve technical data sheet Form No. F_112220. Risk of injury or death. Prior to servicing internal operating parts of the dry valve,take the following precautions. a. CLOSE the water supply main control valve, placing the system out of service. B. OPEN the main drain valve located on the inlet of the dry valve. C. CLOSE the air/nitrogen supply to the dry system piping. d. Relieve all pressure from the dry system piping. If the system has operated,open all auxiliary drains and the system test valve to allow the system to drain completely. 7. AVAILABILITY The Viking Model VXR Dry System Risers are available through a network of domestic and international distributors.See the Viking Corporation website for closest distributor or contact The Viking Corporation. 8. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No.F 112320 November 2022 Rev 01 Page 15 of 25 Ar- MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone- 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com F G D E -*—D— C A With Model D-2 With Model D-2 Accelerator Accelerator NOTE:All dimensions are approximate. Figure 8: System Dimensions for Standard Packages(4"Shown) Table 2: Model VXR System Dimensions 2W 1 0Y.(276) 30%(778) 12%(320) 5%(146) 6%(159) 9(229) 6%(162) 3" 12%(314) 30%(778) 14(356) 5%(146) 6%(171) 8%(222) 6%(162) 4" 14%(357) 31%(800) 15%(403) 87.(225) 7%(197) 9%(248) 6%(171) 6" 17(432) 31 Y.(790) 18%(473) 79'.(200) 10%(264) 10%(273) 77.(200) Form No. F-112320 November2022 Rev 01 Page'16 of2� MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com F G - 1 I I D -E-► t—Dom-E F--► -G : r B _.. n x. A . a E I I I I � m I } µ I C--,,, With Model D-2 H With Model D-2 Accelerator Accelerator NOTE:All dimensions are approximate. Figure 9: System Dimensions for Pre-Trimmer Risers(PTR) (4" Pre-Trimmed Risers Shown) ModelTable 3: 2W 14%"(371) 45"(1143) 8%"(206) 11%z" (292) 6%" (159) 8%' (216) 7%" (181) 5%"(146) 3" 17" (432) 45'/a"(1149) 8%' (206) 10%' (267) 6%" (171) 8%" (222) 6%"(171) 6"(152) 4" 19%' (505) 45%"(1162) 11'W(283) 11W(295) 7W(197) 97."(251) 7%"(184) 73/"(187) 6" 245/e'(625) 45'/" (1927) 11%"(283) 12%" (321) 10%"(260) 10%d'(276) 8%"(210) 9Y2' (241) Form No. F_112320 November 2022 Rev 01 Page 17 of 25 0 Arm MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 10 14. 17.. 2 32 20 2. 16 4 2 26 1.0 12 10 9 O 11, 23 36 :. 28 33 6 ' ►� 3 � 34 13- 7 14`, 0 To"C" 2 7 14 15 28 3Q I 29, O 18 r '` -21 5. 42, 38 22 /14 3 35 24 -47 15 27 43 39 41 40 25 ' 31 8 47 44 36 ? k.. 23 • ,... • L. 13 45 7 37 19 ... To"A"` 7 To"B" Figure 10: Trim Diagram -PTR(2%") # Description/Specification Metric Length Quantity # Description/Specification Metric Length Quantity 1 1/4"X 1-1/2" 38 mm 2 25 Water pressure gauge — 1 2 1/2"X 1-1/2" 38 mm 9 26 Air pressure gauge — 1 3 1/2"X 2" 51 mm 2 27 Drip check valve Mod.D-3 — 1 4 1/2"X 3" 76 mm 1 28 1/2"X close — 2 5 1/2"X 3-1/2" 89 mm 1 29 1/2"X 2-1/2" 64 mm 1 6 1/2"X 4-1/2" 115 mm 1 30 Drain hose — 1 7 1-1/4"X 2" 51 mm 3 31 2-1/2"Butterfly valve 02G 1 8 1-1/4"X 3-1/2" 89 mm 1 32 PS-10 Water flow switch — 1 9 1/4"plug -- 2 33 PS-40 High/Low air switch — 1 10 1/2"plug 3 34 314"X 1/2"X 3/4"tee — 1 11 3/4"plug 1 35 2-1/2"grooved coupling — 1 12 1/2"elbow - 1 36 3/4"X 1-1/2" 38 mm 2 13 1-1/4"elbow 2 37 1"X 3/4"Reducer — 1 14 1/2"tee - 4 38 3/4"X 6" 152 mm 1 15 1/2"X 1/4"X 1/2"tee 2 39 3/4"elbow — 1 16 1/2"X 3/4"X 1/2"tee 1 40 3/4"X 8" 203 1 17 1/2"union -- 3 41 3/4"Swing check valve — 1 18 1/2"Ball Valve -- 2 42 1-1/4"Union — 1 19 1-1/4"Ball valve -- 1 43 1-1/4"X 10" 254 1 20 1/2"Swing check valve 1 44 1-1P X 1-1/4"X 3/4"tee — 1 21 1/2"Inline check valve -- 1 45 1-1/4"X 3"Grooved 1 22 1/8"Restricted orifice - 1 46 Hose barb,hex elbow — 1 23 1/4"Side outlet valve 2 47 Hose barb,hex adapter — 2 24 3/4"X 1/2"Reducer - 1 Form No. F-112320 November 2022 Rev 01 Page 18 of A A, MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 15 11 211" 3 j Si 12,- 2 27 3= 11 4 10 15 P, 2� 3 19 6 In 4 25 16 30 --18 -3 67. #3 16' 2 31 26 -19 Alada", -14 3 20 10- 29-i Figure 11: Trim Diagram Standard Trim (2%") # Description/Specification Metric Length Quantity # Description/Specification Metric Length Quantity 1 1/4"X 1-1/2" 38 mm 2 17 1/2"X 3/4"X 1/2"tee - 1 2 1/2"X Close -- 2 18 1/2"union - 3 3 1/2"X 1-1/2" 38 mm 10 19 1/2"Ball Valve - 2 4 1/2"X 2" 51 mm 2 20 1-1/4"Ball valve - 1 5 1 1/2"X 3" 76 mm 1 1 21 1 1/2"Swing check valve - 1 6 1/2"X 3-1/2" 89 mm 1 22 1/2"Inline check valve - 1 7 1/2"X 4-1/2" 115 mm 1 23 1/8"Restricted orifice - 1 8 1-1/4"X 2" 51 mm 1 24 1/4"Side outlet valve - 2 9 1-1/4"X 3-1/2" 89 mm 1 25 3/4"X 1/2"Reducer I 10 1/4"plug - 2 26 Water pressure gauge 1 11 1/2"plug 3 27 Air pressure gauge 1 12 3/4"plug 1 28 Drip check valve(Mod.D-3) I 13 1/2"elbow 1 29 Drain cup 1 14 1-1/4"elbow- 1 30 Drain hose clamp 1 15 1/2"tee 3 31 Drain hose 1 ri 6 1/2"X 114"X 1/2"tee 2 Form No. F112320 November 2022 Rev 01 Page 19 of 25 MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 14.1 010 17 3 32,w.. .< 20_ . 341. 26 3 10 12 10 16 Ilk "9 36.. . 23, � , 34. '2 3 6 37` . i A'" 17:° 21 r 14 LL 1 " l hl 3 ` 15 3'; ?3 30..:TO.c.. � � 3 14 ; 2 14 7 I 5 18 22 17. a3.. 24 46 .,-. 29 / 27 ` 0 35 454 I 46 25 40 15 8 42 38 23 9 '44 1 II 3 4. 44 I 43� I 28 9 To.B. I m TOA� 7 36 Figure 12:Trim Diagram -PTR(3") # Description/Specification Metric Length Quantity # Description/Specification Metric Length Quantity 1 1/4"X 1-1/2" 38 mm 2 24 3/4"X 1/2"Reducer -- 1 2 1/2"XClose - 1 25 Water pressure gauge -- 1 3 1/2"X 1-1/2" 38 mm 10 26 Air pressure gauge -- 1 4 1/2"X 3" 76 mm 1 27 Drip check valve Mod.D-3 -- 1 5 1/2"X 4" 102 mm 1 28 3/4"elbow -- 1 6 1/2"X 4-1/2" 115 mm 1 29 1-1/4"union -- 1 7 1-1/4"X 2" 51 mm 3 30 Drain hose - 1 8 1-1/4"X 3-1/2" 89 mm 1 31 3"Butterfly valve 02G 1 9 1/4"plug 2 32 PS-10 Water flow switch — 1 10 1/2"plug -- 3 33 PS-40 High/Low air switch -- 1 11 1 3/4"Pluq 1 34 3/4"X 1/2"X 3/4"tee - 1 12 1/2"elbow 1 35 3"grooved coupling 1 13 1-1/4"elbow - 2 36 3/4"X 1-1/2" - 2 14 1/2"tee -- 4 37 1/2"X 2" 51 mm 2 15 1/2"X 1/4"X 1/2"tee -- 2 38 3/4"X 6" 152 mm 1 16 1/2"X 3/4"X 1/2"tee 1 39 3/4"X 8" 203 mm 1 17 1/2"union - 3 40 1"X 3/4"reducer - 1 18 1/2"Ball Valve - 2 41 3/4"Swing check valve -- 1 19 1-1/4"Ball valve — 1 42 1-1/4"X 10" 254 mm 1 20 1/2"Swing check valve 1 43 1-1/4"X 3",grooved 89 mm 1 21 1/2"Inline check valve -- 1 44 1-1/4"X 1-1/4"X 3/4"tee — 1 22 1/8"Restricted orifice - 1 45 Hose barb,hex elbow 1 23 1/4"Side outlet valve - 2 46 Hose barb,hex adapter -- 2 Form No. F 112320 November 2022 Rev 01 Page'20 of 2$ ` MODEL VXR DRY NIKJ ms SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 10 14 3 17 3 20, 4 _..... 10 16 3 12 c 26 11 �* _. 2 6^ 109 23 17 14 " 3 21 '` ;° r: 14 5 15 14 24 30 3 18 i' 7 3 8 3 r 3 P 27 29 1 18 15 25 �:. 3 30 f 7 j 2k k 28 g aj Figure 13: Trim Diagram-Standard Trim(3") # Description/Specification Metric Length Quantity # Description/Specification Metric Length Quantity 1 1/4"X 1-1/2" 38 mm 2 17 1/2"union - 3 2 1/2"X Close -- 2 18 1/2"Ball Valve -- 2 3 1/2"X 1-1/2" 38 mm 11 19 1-1/4"Ball valve 1 4 1/2"X 3" 76 mm 1 20 1/2"Swing check valve -- 1 5 1 1/2"X 4" 102 mm 1 21 1/2"Inline check valve 1 6 1/2"X 4-1/2" 115 mm 1 22 1/8"Restricted orifice - 1 7 1-1/4"X 2" 51 mm 1 23 1/4"Side outlet valve -- 2 8 1-114"X 3-1/2" 89 mm 1 24 3/4"X 1/2"Reducer - 1 9 1/4"plug -- 2 25 Water pressure gauge 1 10 1/2"plug 3 26 Air pressure gauge 1 11 3/4"plug 1 27 Drip check valve Mod.D-3 -- 1 12 1/2"elbow - 1 28 Drain up 1 13 1-1/4"elbow - 1 29 Drain hose clam -- 1 14 1/2"tee -- 3 30 Drain hose -- 1 15 1/2"X 1/4"X 1/2"tee -- 2 31 1/2"X 2" 51 mm 1 16 1 1/2"X 3/4"X 1/2"tee 1 Form No.F_112320 November 2022 Rev 01 Page 21 of 25 MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1660 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 21- 16 43 30 4 3 5 '. 38 �. 18 5 16 +315 3 ' 34 e 17 •26 7 44 1 ,1 21 All I ,3 200 21 . 32. 2 3 3' =22 33` ' .. 4_ l3 21 40 28 ,, I � - 35 11 ,22 45 39 28 f ' 3 12 \ 27 37 41 2 § I 41 36, 20 34 � ,�15 11 ?• 13 9 . > 29 r TOW ��- 11 I � 25 I 19 To"B^ 46 1 Siv- 10 4 31 8 Figure 14:Trim Diagram-PTR(4") # Description/Specification Metric Length Quantity # Description/Specification Metric Length Quantity 1 1/4"X 1-1/2" 38 mm 1 24 3/4"X 3/4"X 1/2"tee 1 2 1/4"X 2" 51 mm 1 25 2"X 2"X 3/4"tee — 1 3 1/2"X 1-1/2" 38 mm 8 26 1/2"union — 3 4 1/2"X 2" 51 mm 4 27 2"union - 1 5 1/2"X 2-1/2" 76 mm 2 28 1/2"Ball Valve -- 2 6 1/2"X Y 102 mm 1 29 2"Ball valve — 1 7 1/2"X 5" 115 mm 2 30 1/2"Swing check valve -- 1 8 3/4"X 1-1/2" 38 mm 2 31 3/4"Swing check valve 1 9 3/4"X 7" 178 mm 1 32 1/2"Inline check valve 1 10 3/4"X 10-1/2" 267 mm 1 33 1/8"Restricted orifice - 1 11 2"X 2-1/2" 51 mm 3 34 1/4"Side outlet valve 2 12 2"X 4" 89 mm 1 35 3/4"X 1/2"Reducer -- 1 13 2"X 8" 203 mm 1 36 1"X 3/4"Reducer — 1 14 2"X 3"grooved 76 mm 1 37 Water pressure gauge - 1 15 1/4"plug -- 2 38 Air pressure gauge — 1 16 1/2"plug 3 39 Drip check valve Mod.D-3 — 1 17 3/4"plug 1 40 Hose barb,hex elbow -- 1 - 18 1/2"elbow — 1 41 Hose barb,hex adapter — 2 19 3/4"elbow - 1 42 Drain hose -- 1 20 2"elbow 2 43 PS-10 Water flow switch -- 1 21 1/2"tee 3 44 PS40 High/Low air switch 1 22 1/2"X 1/4"X 1/2"tee - 2 45 4"grooved coupling 1 23 1/2"X 3/4"X 1/2"tee — 1 46 4"Butterfly valve 02G — 1 Form No.F-112320 November 2022 Rev 01 a Y Page 22 of 25 MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings M149058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 15_. .,- 11 18KAW 6 4 21 3 5, 17 1211 27 3 13 7 �. 11 j: 10 18 24 3 5 1 15 3 15 . �' i 22q` / 3 ` 16 23 - 3 ✓ `` , :- 1 �. 1 g 4 h ° 3 30 4' `�,, 18 ? ' 25 KZ 3 2616 2 Y z.r. 2 31 14 10 8 29 20 n Figure IS: Trim Diagram-Standard Trim (4") # Description/Specification Metric Length Quantity # Description/Specification Metric Length Quantity 1 1/4"X 1-112" 38 mm 1 17 1/2"X 3/4"X 1/2"tee - 1 2 1/4"X 2" 51 mm 1 18 1/2"union 3 3 1/2"X 1-112" 38 mm 9 19 1/2"Ball Valve - 2 4 1/2"X 2" 51 mm 3 20 2"Ball valve 1 5 1 1/2"X 2-1/2'. 76 mm 2 21 1/2"Swing check valve -- 1 6 1/2"X 3" 102 mm 1 22 1/2"Inline check valve - 1 7 1/2"X 5" 115 mm 2 23 1/8"Restricted orifice — 1 8 2"X 2-1/2" 51 mm 1 24 1/4"Side outlet valve -- 2 9 2"X 4" 89 mm 1 25 3/4"X 1/2"Reducer -- 1 10 1/4"plug — 2 26 Water pressure gauge - 1 11 1/2"plug 3 27 Air pressure gauge 1 12 3/4"plug 1 28 Drip check valve Mod.D-3 - 1 13 1/2"elbow 1 29 Drain cup1 14 2"elbow 1 30 Drain hose clam -- 1 15 1/2"tee - 3 31 Drain hose - 1 16 1/2"X 1/4"X 1/2"tee I -- 2 Form No. F_112320 November 2022 Rev 01 Page 23 of 25 MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 10 13.... 16 6 5-11 15 1• 37• 12 25 33 10 11 34 6 ,; To"C" `� 9 011 20 2i 13 !� 3 14 35. 21 3 j 7 13 i6., 7 23 3 36,W ..,,.326 29 6 �' 17- 45 � 14 24 28 46 . 46 2 �. 2 40 22 y. .� 938 30 31, 43 I 41 .,,,35 To-B' 44, n I _ .,..18 I 39 F To W 42 35 37 Figure 16: Trim Diagram -PTR(6") # Description/Specification Metric Length Quantity # Description/Specification Metric Length Quantity 1 1/4"X 1-1/2" 38 mm 1 24 Water pressure gauge - 1 2 1/4"X 3-1/2" 89 mm 1 25 Air pressure gauge — 1 3 1/2"X 1-1/2" 38 mm 7 26 Drip check valve Mod.D-3 1 4 1/2"X 2" 51 mm 2 27 2"X 8" 203 mm 1 5 1/2"X 2-1/2" 64 mm 3 28 2"union — 1 6 1/2"X 3" 76 mm 3 29 Drain hose 1 7 1/2"X 6" 153 mm 2 30 2"Elbow 2 8 2"X 4-1/2" 114 mm 1 31 6"Butterfly valve 02G -- 1 9 1/4"plug -- 2 32 PS-10 Water flow switch -- 1 10 1/2"plug 3 33 PS-40 High/Low air switch - 1 11 3/4"plug 1 34 3/4"X 1/2"X 3/4"tee — 1 12 1/2"elbow - 1 35 2"X 2-1/2" 64 mm 3 13 1/2"tee — 4 36 6" rooved coupling — 1 14 1/2"X 1/4"X 1/2"tee -- 2 37 3/4"X 1-1/2" 38 mm 2 15 1/2"X 3/4"X 1/2"tee 1 38 3/4"X 7" 178 mm 1 16 1/2"union -- 3 39 3/4'X 12" 305 mm 1 17 1/2"Ball Valve -- 2 40 1"X 3/4"Reducer 1 18 2"Ball valve - 1 41 3/4"elbow - 1 19 1/2"Swing check valve - 1 42 3/4"Swing check valve — 1 20 1/2"Inline check valve -- 1 43 2"X 2"X 3/4"tee -- 1 21 1/8"Restricted orifice 1 44 2"X 3" 76 mm 1 22 1/4"Side outlet valve -- 2 45 Hose barb,hex elbow -- 1 23 3/4"X 1/2"Reducer - 1 46 Hose barb,hex adapter — 2 Form No. F-112320 November 2022 Rev 01 t Page 24 of 25 MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 10 6 13 16 5 19 10 5 6 15 12 11 3 7 10 25 16, 9 3 - ` 22 3 20 X 5 1 13 13 3 3 4 ,q 21 1 6 3 ,.� 7 3 28 _,. 17 14 24 26 29 ., " . .. 30 9I -Ap y 31 27 ti 8t Figure 17: Trim Diagram-Standard Trim (6") # Description/Specification Metric Length Quantity # Description/Specification Metric Length Quantity 1 1/4"X 1-1/2" 38 mm 1 17 1/2"Ball Valve — 2 2 1/4"X 3-1/2" 89 mm 1 18 2"Ball valve — 1 3 1/2"X 1-1/2" 38 mm 8 19 1/2"Swing check valve — 1 4 1/2"X 2" 51 mm 1 20 1/2"Inline check valve — 1 5 1/2"X 2-1/2" 64 mm 3 21 1/8"Restricted orifice 1 6 1/2"X 3" 76 mm 3 22 1/4"Side outlet valve — 2 7 1/2"X 6" 153 mm 2 23 3/4"X 1/2"Reducer — 1 8 2"X 4-1/2" 114 mm 1 24 Water pressure gauge — 1 9 1/4"plug -- 2 25 Air pressure gauge — 1 10 1/2"plug 3 26 Drip check valve Mod.D-3 — 1 11 3/4"plug 1 27 Drain cup 1 12 1/2"elbow 1 28 Drain hose clam — 1 13 1/2"tee 3 29 Drain hose — 1 14 1/2"X 1/4"X 1/2"tee - 2 30 2"Elbow — 1 15 1/2"X 3/4"X 1/2"tee -- 1 31 2"X 2-1/2" 64 mm 1 1 16 1/2"union -- 3 Form No.F 112320 November 2022 Rev 01 ob Page 25 of 25 MODEL VXR DRY SYSTEM RISERS The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page.www.vikinggroupinc.com 14 2%2&3"Valves: #5 4"Valves: #7 6"Valves: #8 13'(`¢' 9 10. 1 Note:The built-in Anti-Flood device faces toward the back of valve. 4 2 11i 10 4 2%"&3"Valves:#5 4"&6"Valves: #4 µ-12 ' 3 x11 2/2&3 Valves: #2 4"Valves: #3 10 �' 6 6"Valves: #6 1 12 3 Figure 18:Accelerator(Model D-2)Trim Diagram-2%"Shown # Description/Specification Metric Length Quantity 1 1/4"X 1-1/2" 38 mm 1 2 1/2"X 1-1/2" 38 mm 1 3 1/2"X 2" 51 mm 2 4 1/2"X 2-1/2" 64 mm 2 5 1/2"X 3" 76 mm - 6 1/2"X 4" 102 mm 1 7 1/2"X 4-1/2" 114 mm - 8 1/2"X 5-1/2" 140 mm - 9 1/4"plug — 1 10 1/2"elbow - 3 11 1/2"union - 2 12 1/2"Ball Valve(normally o en 2 13 1/4"Side outlet valve — 1 14 Air pressure gauge 1 *Not all items listed are used on each size trim.See notes on ima e. Form No. F_112320 November 2022 Rev 01 Page 1 of 6� ACCELERATOR KIN MODEL D-2 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking Model D-2 Accelerator is a quick-opening device, with an integral anti-flood operating assembly, used to increase the o speed of a differential type Y p g s p yp dry pipe valve.An accelerator (quick-opening device) is recommended on all differential dry pipe valves ;; and is required on dry pipe systems of certain capacities. Refer to NFPA Standards and Authorities Having Jurisdiction.The Viking Model D-2 Accelerator is a direct replacement for the Model D-1 Accelerator. Features $ t • Pilot responsive � s3 • Refer to NFPA-13 for maximum system size • Automatically resets • Integral anti-flood assembly • Factory Tested 2. LISTINGS AND APPROVALS WARNING:Cancer and Reproducfive Hann- UL Listed: VJPZ " www.P65Wamings.ca.gov FM Approved:ACCELERATORS with Built-In Anti-flooding Device. Scan with smart phone to access 3. TECHNICAL DATA technical and troubleshooting resources. Specifications: Shipping Weight: 6.2 lbs. (2.8 kg) Material Specifications: Refer Figure 2. Ordering Information: Available since 1998 Part Number: 09881 e Accessories: Model D-2 Accelerator Trim Kit (galvanized steel) for installation on Viking Model F Dry Valves (all sizes). Includes one air gauge. Viking Part No. 09730 4. INSTALLATION A. On Dry Valve Trim Verify that the water supply piping has been adequately flushed to reduce the opportunity for foreign matter to contaminate sprinkler piping and/or trim components. Install the Model D-2 Accelerator in the dry valve trim piping according to the Model D-2 Accelerator Trim Chart.The dry system air supply must be connected as shown on the trim chart. DO NOT expose the accelerator to the hydrostatic test. r �.. TIN . . THE DRY VALVE CLAPPER MUST BE LATCHED OPEN DURING PERFORMANCE OF THE HYDROSTATIC TEST. FOLLOW INSTALLATION INSTRUCTIONS BELOW IN PARAGRAPH 413:GENERAL INSTALLATION INSTRUCTIONS. B. General Installation Instructions The air supply should be from an automatic,regulated and restricted source supplied with clean,dry,oil-free air.(or nitrogen). Devices used should be specifically listed for such service.A Viking air maintenance device and an appropriately sized de- hydrator are recommended.When corrosive atmospheres and/or contaminated water supplies are present, it is the owner's responsibility to verify compatibility with the Model D-2 Accelerator and associated equipment. 1. Remove all plastic thread protectors from the openings of the accelerator. 2. Apply a small amount of pipe-joint compound or tape to the external threads of all pipe connections required.Take care not to allow any compound,tape, or other foreign matter inside any of the nipples or openings of the accelerator or trim. 3. The Model D-2 Accelerator must be installed upright(with the air gauge opening at the top) as shown on the trim chart. Observe flow arrow, on bottom of accelerator, below the 1/2" NPT inlet. 4. Install a 0-80 psi(0-5.5 bar)retard to 250 psi(17.2 bar),air gauge in the 1/4"(8 mm)NPT opening in the top of the accelerator. Form No. F_010898 18.10.18 Rev 16.1.P65 Replaces Form F_010898 Rev. 16.1 (Added P65 Warning.) 7 Page 2 of 6 NIL EAr"I""11 ACCELERATOR MODEL D-2 The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877=384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com auge Connection Upper Chamber Cover Dlaphragm Antl-Flood /Assembly Actuator Rod i Middle /;; \ A Chamber Antl-Flood Assembly Lower ' Chamber Locating Clapper t i Sleeve Diaphragm Screen 1/8' NPT 1/2' NPT 1/2' NPT Inspection 1/2' NPT Inlet / Outlet Plug Ilutlet 1/2' NPT Outlet A'— SECTI❑N A-A Figure 1 5. DO NOT expose the accelerator to the hydrostatic test. ; THE ACCELERATOR ISOLATION VALVES ARE TO BE KEPT IN THE NORMALLY OPEN POSITION.DO NOT CLOSE, EXCEPT DURING HYDROSTATIC TESTING OR TO SERVICE THE ACCELERATOR. C. Placing In Service I. On Dry Valve Trim When the dry pipe system is ready to be placed in service,verify that all equipment is adequately heated and protected to prevent freezing and physical damage. 1. With the water supply main control valve CLOSED, drain all water from the dry pipe system. If the system has oper- ated, open all low-point drains and the system flow test valve.Allow enough time to completely drain the system. 2. Verify that the intermediate chamber of the dry valve is free of water. No water should flow from the drip check when the plunger is pushed. 3. Reset the dry valve(Refer to individual Technical Data for the dry valve). 4. Close all low point drains,the system flow test valve, and the priming water level test valve in the dry valve trim. 5. Observe the air pressure gauge on top of the accelerator.The gauge must read zero before the accelerator will auto- matically reset. It may be necessary to loosen, remove, and re-install the accelerator air gauge (use the appropriate wrench)to vent trapped air pressure from the upper chamber, even when the gauge indicates zero if the air supply is on while performing this step. 6. Pressurize the system in accordance with recommended settings. DO NOT exceed 60 psi(4.1 bar). 7. When the air pressure on the accelerator air gauge equals the system set pressure, perform Dry Pipe Valve Priming Water Level Test described in Paragraph 6-B-I to verify that water is not present above the priming level test valve in the dry valve trim. Priming water is NOT required for Viking dry valves. If the presence of water is detected above the priming level test valve, the system may not have been properly drained.To verify that the system has been properly drained, repeat Steps 1 through 7 above as required. NOTE: STEP 7 IS REQUIRED ANY TIME WATER HAS ENTERED THE SPRINKLER PIPING. IF NO WATER HAS BEEN ALLOWED TO ENTER THE SYSTEM SINCE THE PREVIOUS PRIMING WATER LEVEL TEST, THIS STEP MAY NOT BE REQUIRED. 8. Open the main drain valve (located on the inlet of the dry valve). 9. Slowly open the water supply main control valve. 10. When flow is developed from the main drain, close the main drain valve. 11. Fully open and secure the water supply main control valve supplying the dry valve. 12. Secure all valves in their normal operating position. 13. Notify authorities having jurisdiction and those in the affected area that the system is in service. 5. OPERATION (Refer to Figure 1.) The accelerator operates on the principle of unbalanced pressures.When the accelerator is pressurized,air enters the inlet,goes through the screen filter into the lower chamber and through the anti-flood assembly into the middle chamber. From the middle Form No. F_010898 18.10.18 Rev 16.1.P65 Pager 3 of 6� 5 ACCELERATOR ... . 6 . MODEL D-2 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com chamber,the air slowly enters the upper chamber through an orifice restriction in the cover diaphragm. In the SET position,the system air pressure is the same in all chambers.The accelerator outlet is at atmospheric pressure.When a sprinkler or release operates, the pressure in the middle and lower chambers will reduce at the same rate as the system.The orifice restriction in the cover diaphragm restricts the air flow from the upper chamber,causing a relatively higher pressure in the upper chamber.The pressure differential forces the cover diaphragm down, pushing the actuator rod down.This action vents the pressure from the lower chamber to the outlet, allowing the inlet pressure to force the clapper diaphragm open.The pressure in the accelerator outlet forces the anti-flood assembly closed. On a dry pipe system the air pressure from the accelerator outlet is directed to the dry pipe valve intermediate chamber.As the air pressure increases in the intermediate chamber of the dry valve, the dry valve pressure differential is destroyed and the dry valve trips, allowing water to enter the dry pipe system. After the dry valve trips,water entering the intermediate chamber of the dry valve will fill the trim piping connecting the accelera- tor to the dry system. However,when the anti-flood assembly is pressurized closed,water is prevented from entering the middle and upper chambers of the accelerator. 6. INSPECTIONS, TESTS AND MAINTENANCE • THE OWNER IS RESPONSIBLE FOR MAINTAINING THE FIRE PROTECTION SYSTEM AND DEVICES IN PROPER OP- ERATING CONDITION. Prior to performing any work on the system in which the Model D-2 Accelerator is installed, refer to technical data for the system and equipment used. ANY SYSTEM MAINTENANCE THAT INVOLVES PLACING A CONTROL VALVE OR DETECTION SYSTEM OUT OF SER- VICE MAY ELIMINATE THE FIRE PROTECTION CAPABILITIES OF THAT SYSTEM. PRIOR TO PROCEEDING, NOTIFY ALL AUTHORITIES HAVING JURISDICTION. CONSIDERATION SHOULD BE GIVEN TO EMPLOYMENT OF A FIRE PA- TROL IN THE AFFECTED AREAS. The Viking Model D-2 Accelerator must be kept free of foreign matter,freezing conditions, corrosive atmospheres,contaminated water supplies, and any condition that could impair its operation or damage the device. It is imperative that the system be inspected and tested on a regular basis. The frequency of the inspections may vary due to contaminated water supplies, corrosive water supplies, corrosive atmospheres, as well as the condition of the air supply to the system. For minimum maintenance and inspection requirements, refer to NFPA 25. In addition, the authority having jurisdiction may have additional maintenance,testing, and inspection requirements that must be followed. A. Inspection I. After every operation,and each time water is allowed to enter the system: 1. Inspect the interior of the accelerator for the presence of water. Dampness or condensation may indicate that the air supply is not being dried adequately. If water is allowed to enter the middle and/or upper chamber of the accelerator, it may contaminate the accelerator orifices and prevent it from operating properly. 2. Remove the 1/8" NPT inspection plug. If water or dampness is present, the accelerator must be disassembled (as described in Section 6-C-II: Disassembly), cleaned, and dried. II. Inspection of Accelerators: Weekly inspection is recommended. If the system is equipped with a low air(or nitrogen)alarm, monthly inspections may be adequate. 1. Check the air pressure gauge located on the top of the accelerator.Air pressure in the upper chamber of the accelera- tor should equal the air pressure maintained in the system on which it is installed.A difference in pressures other than slight variation due to gauge calibration tolerance may indicate gauge malfunction, plugged accelerator orifices and/or filters, or other maintenance is required. See Section 6-C ACCELERATOR MAINTENANCE. NOTE: STANDARD TOLERANCE ALLOWANCE IN PRESSURE GAUGE CALIBRATION MAY RESULT IN A SLIGHT VARIA- TION WHEN THE PRESSURE READINGS OF ANY TWO GAUGES ARE COMPARED. 2. Verify that all other trim valves are in their normal operating position. 3. Check for signs of mechanical damage and/or corrosive activity. If detected, perform maintenance as required or, if necessary, replace the device. 4. Verify that the accelerator and trim are adequately heated and protected to prevent freezing and physical damage. Form No. F_010898 18.10.18 Rev 16.1.P65 r Page 4 of 6 TECHNICAL � . ACCELERATOR TA MODEL D-2 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com . Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 5. Verify that the water supply main control valve is open and secure. B. Tests I. Dry Pipe Valve Priming Water Level Test, Low Air Alarm Test, and Non-Flow Accelerator Test for Dry Valves Equipped with a Model D-2 Accelerator and Installed According to Model D-2 Accelerator Trim Charts: The priming water level test is recommended quarterly and each time the system is placed in service after water has entered the system.Also,each time the system is placed in service after water has entered the system,it is good practice to repeat the priming water level test within one week.Testing is used to verify that the system has been properly drained and that no water is present above the priming level test valve in the dry valve trim after draining the system.Any water columning(accumulation of water above the priming level test valve)can slow or even prevent the dry valve clapper from opening when the dry system operates. Quarterly testing of low air alarms is recommended. Semi-annual testing of accelerators is recommended. Conduct non-flow test when partial flow test or full flow test is not required: 1. Notify the Authority Having Jurisdiction and those in the area affected by the test. 2. Close the water supply main control valve supplying the dry valve. 3. Open the main drain valve(located on the inlet of the dry valve). NOTE: PERFORMING STEPS 4 OR 5 OF THIS TEST WILL CAUSE THE ACCELERATOR TO OPERATE. HOWEVER,WITH THE WATER SUPPLY MAIN CONTROL VALVE CLOSED,AND THE MAIN DRAIN VALVE OPEN, OPERATION OF THE AC- CELERATOR SHOULD NOT TRIP THE DRY VALVE. 4. Dry valve priming water level test: a. Verify that the water supply main control valve is closed and the main drain valve is open. b. Close the air supply. c. Fully open the priming level test valve in the dry valve trim to check for the presence of water.If the presence of water is detected,the system may not have been properly drained. Perform steps 1 through 7 in Paragraph 4-C-I of PLACING ACCELERATOR IN SERVICE on Dry Valve Trim. d. When the test is complete: If/when no water is detected, open the air supply and continue to Step 6. 5. Low-air alarm test and non-flow accelerator test: a. Verify that the water supply main control valve is closed and the main drain valve is open. b. Gradually open the priming level test valve in the trim of the dry valve to simulate operation of the dry system.Observe and record the pressure at which the low air alarm operates. c. When the test is complete,continue to Step 6. 6. Close the priming level test valve. 7. Loosen(use the appropriate wrench), and remove the accelerator air gauge to release pressure from the upper chamber of the accelerator, allowing it to reset. 8. Re-install and tighten (use the appropriate wrench)the accelerator air gauge. 9. Allow pressure to be restored to the dry pipe system and accelerator. 10. When air pressure on the accelerator air gauge equals the system set pressure, verify that the intermediate chamber of the dry valve is free of water. No water should flow from the drip check when the plunger is pushed. 11. When testing is complete, return the system being tested to service. Perform Steps 8 through 13 of Paragraph 4.0 PLACING ACCELERATOR IN SERVICE on Dry Valve Trim. C. Accelerator Maintenance(Refer to Figure 2.) I. On Dry Valves To remove a Model D-2 Accelerator from the trim of the dry valve for inspection and/or maintenance: 1. Close the water supply main control valve and open the main drain (located on the inlet of the dry valve), placing the system out of service. 2. Isolate the accelerator from the system by closing the shut-off valves on the accelerator trim. 3. Loosen the accelerator air gauge to vent the trapped air pressure from the accelerator. 4. Loosen each of the pipe unions necessary to disconnect the accelerator from the trim. 5. Refer to Paragraph 6.11-B: Disassembly. II. Disassembly (Refer to Figure 2.) 1. Remove the four cover screws(16a)from the base(15) using a 3/16"Allen wrench. 2. Remove the cover(1)from the housing (7). 3. Remove the cover diaphragm assembly (2) from the housing (7) for inspection. Blow air through filters and orifice. Replace the assembly if unit is damaged or plugged. DO NOT attempt to wash or clean the filters or orifice.Water may cause them to become plugged, requiring replacement of the assembly. 4. Remove the actuator rod(4), actuator rod spring (5),and retaining ring(3)for inspection and cleaning. Replace the actuator rod (4) if it is pitted, corroded, or damaged. NOTE: REPLACE BOTH U-CUPS (10)WHENEVER THE ACTUATOR ROD(4)IS REPLACED. Form No. F_010898 18.10.18 Rev 16.1.P65 Page 5 of 6� Itz ACCELERATOR MODEL D-2 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 5. Remove the housing insert(6) using a socket wrench with a 1-3/8"socket. 6. With the housing insert(6) removed, the U-cup(10)and U-cup retainer(11)can be removed from the housing insert (6) using a tool with a diameter of 1/8"or less. 7. Remove the housing spring (12)from the housing(7). 8. To remove any other parts from the accelerator, the accelerator will now need to be turned over so that the base(15) is in the upright position. 9. Remove the four socket head screws(16b)from the base(15), using a 3/16"Allen wrench. 10.With the housing (7) now removed,the screen filter(9)can be removed using a tool with a diameter of%"or less. 11. Remove the anti-flood kit from the housing (7) using a Phillips head screwdriver. 12.The clapper diaphragm (13)can now be removed from the base(15). 13.With the clapper diaphragm(13)now removed,the U-cup(10)and U-cup retainer(11)can be removed from the clap- per diaphragm (13) using a tool with a diameter of 1/8"or less. 14.The seat(14)can now be removed from the base(15)using a socket wrench with a 7/8"socket. 15.If the locating pin(17) needs to be replaced (offered individually, not part of a repair kit), remove it from the base(15) and replace it with a new one. III. Installation of New Parts To start installing the new parts, start from the base(15)and work your way up. 1. Install the seat(14) into the base(15) using a socket wrench with a 7/8"socket. 2. Before installing the clapper diaphragm (13), the U-cup (10) and U-cup retainer (11) must first be installed into the clapper diaphragm (13).To install the U-cup(10)and U-cup retainer(11) into the clapper diaphragm (13). a. Apply the Lithium grease(18)evenly spread on the U-cup(10)and U-cup retainer(11). b. Install the U-cup (10) and U-cup retainer(11) into the clapper diaphragm (13) with the tapered side of the U-cup (10) installed into the clapper diaphragm (13). 3. The clapper diaphragm (13) can now be installed onto the base (15) by lining up the hole in the clapper diaphragm (13)with the locating pin(17). 4. Install the new anti-flood kit onto the housing(7)with a Phillips head screwdriver, making sure the Viking logo is in the upright position. 5. Prior to installing the housing(7)back onto the base(15),the screen filter(9)will need to be installed into the housing (7), using a tool with a diameter of V4"or less. 6. Re-install the housing(7)onto the base(15) by lining up the hole in the housing (7),with the locating pin (17). 7. The accelerator can now be turned over so that the base(15)is in the upright position,and the four socket head screws (16b)can now be installed into the base(15) using a 3/16"Allen wrench. 8. Turning the accelerator over so that the housing(7)is now in the upright position,the housing spring(12)can now be installed into the housing (7). 9. Before installing U-cup(10)and U-cup retainer(11) into the housing insert(6): a. Apply the Lithium grease(18)evenly spread on the U-cup(10)and U-cup retainer(11). b. Install the U-cup (10) and U-cup retainer (11) into the housing insert (6) with the tapered side of the U-cup (10) installed into the housing insert(6). 10.Install the housing insert(6)into the housing(7), making sure that the center of the housing insert(6)lines up with the housing spring (12) and using a socket wrench with a 1-3/8"socket to install the housing insert(6). 11. Install the actuator rod spring(6) onto the actuator rod (4). 12.Install the actuator rod (4) into the housing insert(6). 13.Install the cover diaphragm assembly(2)onto the cover(1). NOTE:THE COVER DIAPHRAGM ASSEMBLY IS NOT PART OF THE REPAIR KIT.IT IS OFFERED AS AN INDIVIDUAL COMPONENT ONLY.SEE FIGURE 2. 14.Install the cover(1)onto the housing(7)verifying that the center of the cover diaphragm assembly(2)lines up with the actuator rod(4). 15.The four cover screws(16a)can now be installed into the cover(1) using a 3/16"Allen wrench. Form No. F 010898 18.10.18 Rev 16.1.1365 ' Page 6 of 6 WL ACCELERATOR I r a" W. J' MODEL D-2 The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com ITEM PART DESCRIPTION MATERIAL NO. 11 NO. NUMBER RE 1 Cover Brass Casting 1 1 2 05480E Cover Diaphragm Assembl Various Nitrile 1 1 3 Retaining Ring Stainless Steel 157 1 4 Actuator Rod Brass Rod 1 5 Actuator Rod Spring Stainless Steel 302 1 1 6 Housinq Insert Brass UNS-C36000 1 7 -- Housinq Brass Casting 1 8 05105S 1/8" Pi a Plug Steel 1 9 * Screen Filter Stainless Steel 304 1 10 U-Cu Buna-N 2 11 U-Cup Retainer Stainless Steel 302/304 2 12 Housing Spring Stainless Steel 302 1 a a 13 * Clapper Diaphragm Pol ethersulfone/EPDM 1 14 Seat Brass Rod UNS-C36000 1 2 15 -- Base Brass Castinq 1 16a& 16972 Screw,S.H. 1/4"-20 UNC x 1" Zinc Plated 8 16b 17 05472A Locating Pin Stainless Steel 304 1 18 * Lithium Grease Lithium Grease 3/8 oz. 3 5 Not Shown Indicates replacement part not available 4 'Indicates replacement part only available in a Sub-Assembly listed below. /—� SUB-ASSEMBLIES 6 2-6,9-14, 14834 Repair Kit-Includes Air Gauge 18-19 ® 10 19 06057A Anti-Flood Kit ORIENTATION VIEW NOTE: Repair Kit 14834 includes a cover gasket and four screws(112-20 x 2-1/4)that are not used on the Model D-2 Accelerator. 11 7 0 0 1 8 0"° 2 19 12 11 9 3 ® 10 �� �° EIRIENTATI13N o 4 VIEW 13 � ° 0 14 0 0 17 15 ® O Denotes Assembly Sequence, 16 1/2' NPT Cutlet numbers Imprinted on part. Note that The plastic parts and rubber Figure 2 diaphragms are notched for proper assembly, Form No. F_010898 18.10.18 Rev 16.1.P65 Replaces Form F_010898 Rev. 16.1 (Added P65 Warning.) I I VALVES & ACCESSORIES (�).AJWIL ❑ FIG. 161N LF & ❑ FIG. 1615 LF Lead Free* Brass Ball Valves Noma3 � 3 is P_ l Lead Free*Brass Ball Valve—NPT Lead Free*Brass Ball Valve—Solder 161N LF W'-4"Full Port 1615 LF t/z'-S'Full Port Connection:ANSI B 1.20.1-Female/Female Connection:ANSI B 16.18-Solder Ends S <S> COD-us UL a UL UL • Low Cost,Lead Free*,Ball Valve Solution BODY.Brass CW 510L END CONNECTION:Brass CW 510L • Pressure Rating:600psi WOG-150psi WSP BALL:pi4"-T)Brass CW 510L—Chrome Plated;(21/2-4)Steel-Chrome Plated • Temperature Rating:366° F STEM:Brass CW 510L HANDLE:Steel • Blow Out Proof Stem BALL SEAT:PT.F.E. • Chrome Plated Brass Ball THRUST WASHER:PT.FE. G:NBR&FKM • P.T.F.E.Seats&Double O-Ring Stem Packing O-RI O-RINN NUT.Steel Lead free refers to the wetted suface of pipe,fittings and fixtures In potable water systems that have AVAILABLE OPTIONS a weighted average lead content=0.25%.Source:California Health&Safety Code(116875).Vermont Lever Handle,Lock Device,Memory Stop,Stem Extension,and'T'Handle Act 193. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: GL-7.16 VALVES & ACCESSORIES ' Z /SIV\!IL Lead Free* Brass Ball Valves DIMENSIONS Valve Size OP 01-1 L h R Cv WOG WSP Approx. Code WL Ea. Y4 0.39 0.90 2.02 1.65 3.86 6.29 600 150 0.33 8 9.9 22.9 51.3 41.9 98,0 0.15 Is 3h 0.39 0.90 2.02 1.65 3.86 6.99 600 150 0.30 10 1 99 1 229 513 1 419 1 980 1 1 014 nL- r/2 0.55 1.18 2.22 1.69 3.78 19.00 600 150 0.42 3 i 1.5 14.0 30.0 56.4 42.9 96.0 0.19 3/4 0.75 1.42 2.46 2.22 4.76 34.50 600 150 0.71 20 1,9.1 36.1 62.5 56.4 120.9 U2 " ' ? ...:,. 161 N LF 1 0.94 1.71 3.01 2.32 4.76 50.18 600 150 0.99 FULL 25 24.0 43.4 76.5 58.9 120.9 a45 PORT 1 1/4 1.19 2.09 3.37 2.85 5.94 103.70 600 150 1.74 32 30.2 53.1 85.6 74.4 150.9 0.79 Lead free refers to the wetted suface of pipe,filings and fixtures in potable water systems that have THREADED 11h 1.50 2.56 3.70 3.09 5.94 268.40 600 150 2.45 a weighted average lead content=0.25%.Source:Cal'rfomla Health&Safety Code(116875).Vermont END 40 38.1 65.0 94.0 78.5 150.9 1.11 Act 193. 2 1.95 3.39 4.33 3.70 6.30 309.20 600 150 4.85 50 49.5 86.1 110.0 94.0 160.0 2.20 21/2 2.44 4.09 5.16 4.59 8.07 624.00 600 150 8.22 65 62.0 103.9 131.1 116.6 20,5,0 3.73 3 2.99 4.96 5.94 4.98 8.07 1,009.00 600 150 13.07 80 75.9 126.0 150.9 126.5 205.0 5.93 4 3.94 6.54 7.60 6.54 10.31 1,622.00 600 150 27.34 100 1 100.1 166.1 193.0 166.1 261.9 12.40 1/2 0.55 1.22 2.19 1.77 3.78 18.90 600 150 0.39 15 14,0 31.0 55.6 45.0 96.0 0.18 3/4 0.75 1.46 2.78 2.22 4.76 34.22 600 150 0.63 20 19.1 37.1 70.6 56.4 120.9 0.29 1 0.94 1.76 3.37 2.32 4.76 49.88 600 150 0.95 1615 LF 25 24.0 44.7 85.6 58.9 120.9 0.43 FULL 11/4 1.19 2.11 3.86 2.85 5.94 103.00 600 150 1 1.79 PORT 32 30.2 53.6 98.0 72.4 150.9 0.81 11h 1.50 2.64 4.48 3.09 5.94 307.00 600 150 1 2.58 SOLDERED 40 38.1 67.1 113.8 78.5 150.9 1.17 END 2 1.95 3.39 5.33 3.70 6.30 307.00 600 150 5.03 50 49.5 86.1 135.4 94.0 160.0 2.28 21h 2.44 4.09 6.14 4.59 8.07 622.00 600 150 8.80 65 52.0 103.9 158.0 116.6 205.0 3.99 3 2.99 4.96 7.17 4.98 8.07 j1,005.00 600 150 12.87 80 75.9 126.0 182.1 126.5 205.0 1 5.84 GL-7.16 _ Y BEAM CLAMPS Universal C-type Clamp (Standard Throat) Size Range:3/s"andY 2' Material: Ductile iron,hardened steel cup point set screw and locknut. Finish:❑Plain or❑Galvanized Service: Recommended for use under roof installations with barjoist type construction, or for attachment to the top or bottom flange of structural shapes where the vertical hanger rod is required to be offset from the edge of the flange and where the thickness of joist or flange does not exceed/a Approvals: Complies with Federal Specification A-A-1192A(Type 19&23) WW-H-171-E(Type 23,ANSI/MSS SP-69 and MSS SP-58(Type 19&23). UL,ULC Listed and FM Approved. 11 How to size: Size of clamp is determined by size of rod to be used. Installation: Follow recommended set screw torque values per MSS-SP-69 (See table on page 233) Features: • They may be attached to horizontal flanges of structural members in either the top beam or bottom beam positions. • Secured in place by a cup-pointed Set Screw tightened against the flange. c&uS Fm A Jam Nut is provided for tightening the Set Screw against the Body Casting. LISTED APPROVED • Thru tapping of the body casting permits extended adjustment of the threaded rod. • Can be used with Fig 89X retaining clip for seismic applications. Ordering: Specify rod size,figure number,name of clamp and finish. ♦—C-- F r ATLE45rCNE I i RILL TlR 0.1 BEDS le I DBCDY \ f r C4STING1 V� JAM-MJr —►> �A SEr SCREW 1n FIG. 92: LOA D (LBS) • WEIG H T (LBS) •DIM EN SIO N S (IN) • TORQU E (IN-LBS) Rod Size Set Screw Torque Max Loads ■ A Size Value Top Bottom Weight C D E F G H % % 60 500 250 0.34 i s/ie 19A6 9/8 13/6 % 1/2 % 1/2 125 950 760 0.63 1% 113/6 1/2 11/e 7/9 23/. ■Maximum temperature of 450°F PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ]Approved as noted Contractor: Q Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: RING HANGERS z iannei Fig. 108 Split Pipe Ring Size Range:3/8,through 8" Material:Malleable iron Finish:Plain Service:Recommended for suspension of non-insulated stationary pipe lines or conduit.May be used with rod socket Fig.110R or turnbuckle adjuster Fig.114. Maximum Temperature:450'F Approvals:Complies with Federal Specification A-A-1192A(Type 11) WW-H-771-E(Type 77),ANSI/MSS SP-69 and MSS SP-58(Type 11). Features: • Permits installation before or after pipe is in place. • Provides economical installation. • Permits use of universally adaptable parts. Ordering:Specify pipe size,figure number,name. FIGURE 108: DIMENSIONS (IN) • LOADS(LBS) •WEIGHT(LBS) Pipe Size Max Load Weight C Bolt Size \, 3/a 0.06 3/4 #10 X 7/s r +� ! 1/2 200 0.09 1/16 3/4 0.11 11/6 1 /f 1 0.13 11/4 /a x 1 -- / 11/4 300 0.18 19/16 Q 11/z 0.26 111/6 2 0.33 21/6 21/z 0.44 21/4 1/4X 11/4 3 450 0.63 23/4 31/z 0.81 3% 4 520 0.97 3% 3/ex 2 5 1.50 41/z 6 1,300 2.60 1 51/6 1/z x 2 8 1,800 5.20 63h PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: Approved as noted Contractor: El Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-11.11 f f RING HANGERS ANVIL Fig. 69 (Formerly Afcon Fig.300) Adjustable Swivel Ring,Tapped Per NFPA Standard: Size Range:'/2"through 8" Material:Carbon steel j Finish:Strap is Pre-Galvanized Zinc Material. Nut is Zinc Plated. . Service:Recommended for suspension of non-insulated stationary pipe line. f Maximum Temperature:450°F Approvals:Complies with Federal Specification A-A-1192A(Type 10), WW-H-171-E(Type 10), and ANSI/MSS SP-58(Type 10).UL Listed and FM Approved(Sizes 3/4"-8"). Features: • '/2"-2"sizes designed for use with steel and CPVC piping and manufactured with FBC System Compatible oil. • 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'/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. /2'through 2"Siie Non-captured nut also available upon request: A Rounded Edge Design A -0iA�'�.....'. ray.. C@Us FM F usUD APPROVED C B - B F B F C C `y a i G G '/2"through 1"pipe 1'/4"through 2"pipe 2'/2"through 8"pipe FIG. 69: DIMENSIONS(IN) • LOADS (LBS) •WEIGHT(LBS) ` Pipe Size Max Load Weight Rod flSize B C F Width 1/2 0.10 2'/6 2 19/s 3/a 0.10 23/a 1'/e 1 s/6 ' 1 0.10 2s/6 111/6 1 a 11/a 300 0.10 2% 13/a �/6 /a 11/2 0.10 3/6 23/a 1'/e 2 0.11 31/a 2% 11/8 21/2 525 0.20 4 23/a 15/6 3 0.20 313/s 215/6 13/s 4 650 0.30 411/16 313/6 19/6 3/a r 5 0.54 51/6 43/6 6 1,000 0.65 1/2 611/16 59/6 21/a 2'/�'through8"Size 8 1.00 8'/16 78/6 31/a PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.18 CLEVIS HANGERS AND SHIELDS !!= Fig. 260 (Formerly Afcon Fig. 371) Adjustable Clevis Hanger 'Size Range:'/i'through 30" Material:Carbon steel Finish:❑Plain,❑8"&Smaller: Zinc Plated(Hot-Dip Galvanized optional),10"&Larger:Hot- Dip Galvanized with Zinc Plated Bolts&Nuts,or❑Primed,also available in❑Plastic or ❑Epoxy Coated. Service:Recommended for the suspension of stationary pipe lines. Maximum Temperature:Plain 650•F,Galvanized and Epoxy 450°F Approvals:Complies with Federal Specification A-A-1192A(Type 1), WW-H-777-E(Type 7), ANSI/MSS SP-69 and MSS SP-58(Type 1).FM Approved(Sizes s/a"through 8"),UL and ULC Listed(Sizes'/2"through 8") Installation:Hanger load nut above clevis must be tightened securely to assure proper hanger performance. Adjustment:Vertical adjustment without removing pipe may be made from 1/8"through 51/8, varying with the size of clevis.Tighten upper nut after adjustment. Features: c@OS FM • Design has yoke on outside of lower U-strap so yoke cannot slide toward center of bolt,thus LISHO APPROVED bending of bolt is minimized. • Sizes 5"and up have rod and two nuts instead of bolt and nut;thread length on clevis rod is such that the thread locks the nuts in place,and threads are not in shear plane. Ordering:Specify pipe size,figure number,name and finish. Notes: • Punched forming holes may be present on certain sizes of this clevis hanger.These holes are solely for the purpose of manufac- turing,and do not effect the structural integrity or load carrying capacities of these hangers. • For insulated line options without shields,see Figures 260 ISS and Figure 300.For insulated line options with shields,see Figures 167 and 168.For ductile iron pipe sizes,see Figure 590. • Fig.260F(Felt lined)—available for use for suspension of copper(or other material)so as to prevent electrolysis between the dissimilar metals of the hanger and the pipe,tube or conduit. Caution:When an oversize clevis is used, a pipe spacer or multispacer should be placed over clevis bolt to ensure that the lower U-strap will not move in on the bolt. PROJECT INFORMATION APPROVAL STAMP Project: ❑Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH=2.18 I i CLEVIS HANGERS AND SHIELDS Zvi Fig. 260 (Formerly Afcon Fig. 371) Adjustable Clevis Hanger (cont.) = A FIG. 260: DIMENSIONS (IN) a LOADS (LBS) • WEIGHTS (LBS) Pipe Max Span Weight Rod B C Rod Take Adjust. G H Width Size Load Ft. 9 Size A Out E F Lower F 1/2 610 0.34 2'/16 211/s 11/2 I I B C 3/4 7* 0.34 2 1,/16 5/e E 1 0.35 2'/16 3 15/s 1EA 0.40 3/s 23/a 3/4111/s 1/4 1 +� 730 9* 0.45 213/6 V/16 2% 7/6H 2 10* 0.50 35/6 41/2 25A 11/e Pipe Size 1/2"to 3/4 21/2 11* 0.65 41/16 51/2 V16 15/6 3 1,350 12- 0.85 1/2 4% 61/2 41/16 15/a % 31/2 13* 1.10 51/16 71/16 43/e 113/6 1'A x A 4 1 430 14* 1.51 1/859/5 t 7 /16 41/2 111/16 3/e 5 16* 1 1.70 016 815/16 51/2 115/16 13/16 6 1,940 1 17* 3.10 615/6 101/4 5% V/16 8 2,000 19* 4.75 3/a 8% 1211/16 73/6 2 1/2 17/1s g F 10 3,600 22* 8.60 /e 7/8 97/s 151/4 87/6 21/a 6 13/a B 12 3,800 23* 11.20 119/16 171/16 101/8 213/16 2 E — 14 4,200 25* 12.50 129/6 1 199/16 1011/16 211/16 3/4 C 16 4,600 27 19.85 1 14 22 1 12 23/a 1 21/2 18 4,800 28 22.25 151/16 24"/16 1V/16 313/s + 24 4,800 32 49.83 11/4 199%s 31%s 175/16 37/a 7/8* 3 H j� 30** 6,000 33 70.18 1 243/6 393/16 219/16 51/a 11/4 "Span"represents the maximum recommended distance between hangers on a continuous and straight run of horizontal Pipe Sizes 1"and Larger standard weight steel pipe filled with water.In all cases,verify that chosen location of hangers does not subject hangers to a load greater than the maximum recommended load shown above.*Indicates that span represents the maximum span for water filled pipe. *The 24"pipe size assembly includes a 11/4"SCH 40 pipe spacer over the Ye"threaded rod. **30"pipe size:When assembled,the U-strap sits outside of the yoke. PH-2.18 TF �;P 631)`1665 93c1tt F�{{631)49r-0$97•WWW.ITP uIRV, Hw, I, � ) hA 7 IRE4 Ser > Split sleeves ate 3r CIStetsrs and leng � n� DIA ����\ ��� Under y¥ 5pec�i � 7�`t'I�ICI' �eG �' «�"�' � '�""' •� s � w�°�g \ZA ; _ ....,gym ... READED PRODUCT. a.m WIDTHkil 11 i 7d"I I A f .q z, P t41 tip `i e €if j tt .w,..w.w dC THE ADED POJ,,( -1P EADED & S v a , •,;`.y, io Y { I x"- I Rt` !1 [ ryrr I SW T i IiNll D),, ll ge , I A L N 0 11 s T ull IL 11 yyyjjjS e ��HREADED PRODUCTSa; THREADED PRODUCTS HREADE PRODUCTS N01 s s ' E r�!� I vk r3 � s T, � N 0�� L � ° N s' y�"g ..",�i+��� x �. ��r"��� �x k'.+a rett a,.,s � �-` �„ T .rxcTI,M FG4E R S�T�'`"�r�,� � fJ Q U 7 " I E H%J 19 w-' u R 11S V U LI! DU I N' 0 S T R _ �.. . .. r � g ''E 11 �;e f' �c� b' c .: r tY� �I s�� �� ( �� .,.:,� ft I I� �t �r� " ���he r. "J", ,1_ S PRODUCT Y PRODUCTS rj A 7D �U s li", a i'1 l 1 I it €2a USTRIA1 'a 'i: HREADED PRODUCT, 5 Project Approval • s „Pr, e[ " _...,. b 5" Y� J No es "�d re5� (; 0 �C �.L �Cgntracto' �tt ....DUCTS Eu, . PRO., . Date EON! roved sNcl sE r P?roe e R t R � ak 5 ote � �pPt N' 61 ft igia , • r RODS & EYE RODS Ylnnn Fig. 146 (Formerly Afcon Fig. 650) Continuous Threaded Rod Size Range:'/4"through V/z"Stocked in six,ten,and twelve foot lengths.Other even foot lengths can be furnished to order. Material:Carbon steel or Stainless Steel Gr 304 Threads:National Coarse(USS),rod threaded complete length. Finish:❑Plain or❑Zinc Plated(Hot-Dip Galvanized optional) Maximum Temperature:Zinc Plated 450°F,Stainless Steel 650'F Approvals:Complies with MSS SP-58. Ordering:Specify rod diameter and length,figure number, name and finish. Note:The acceptability of galvanized coatings at temperatures above 450T is at the discretion of the end user. FIG.146: DIMENSIONS(IN)•LOADS(LBS)•WEIGHTS(LBS) Rod Size Threads Max Load Weight A per Inch 650° F per Ft. Length 1/4 20 240 0.12 1/8 16 730 0.30 1/2 13 1,350 0.53 1/8 11 2,160 0.84 A 3/4 10 3,230 1.20 1/8 9 4,480 1.70 1 8 5,900 2.30 1'/4 7 9,500 1 3.60 11/2 6 13,800 1 5.10 PROJECT INFORMATION APPROVAL STAMP Project: []Approved Address: ❑Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.18 ROD COUPLINGS AND TURNBUCKLES ! E]Fig, 135 and 135i: Straight with Sight-Hole Rod Coupling ❑ Fig. 135E: Straight Less Sight-Hole El Fig* 13 5 R: Reducing Size Range:1/4"through 1" Material:Carbon steel Finish:❑Fig.135 and 135i:Plain;❑Fig.135E Zinc Plated and❑Fig.13511 Zinc Plated Service:For connecting rods to accommodate up to 1"diameter and support up to 5,900 pounds. Ordering:Specify rod size,figure number and name. FIG 135,1351,13SE,13SR: DIMENSIONS(IN) •LOADS(LBS)•WEIGHTS(LBS) Rod Size A Max Load Weight D L Fig. 135&1351:Straight With Si ht-Hole % 730 0.09 9/6 11/8 1/2 1,350 0.12 3A 11/2 % 2,160 0.24 15/s 17/8 _ 3/a 3,230 0.42 11/8 21/a 7/8 4,480 0.66 is/s 2% 1 5,900 1 1.00 11/2 3 . 135E:Strai ht Less Sight-Hole H�oi t Fig. 1/a 240 0.03 % 1/8 3/8 730 0.09 % 11/8 L o 1/2 1,350 0.14 11/6 13A 5/e 2,160 0.26 13/15 21/a 3A 3,230 0.34 1 21/a 1 7/8 4,480 1 0.55 1 11/a 21/2 — 1 5,900 1 0.75 1 13/s 23/a Fig. 135R:Red cling %x 1/a 240 0.13 5/e 11/2 1/2 x% 730 0.13 11/6 11/a %x1/2 1,350 0.19 13/6 11/a 3/a x% 2,160 1 0.26 1 1 1 11/2 7/8 x 3/a 1 3,230 1 0.41 1 11/a 1 13A PROJECTi Project: []Approved Address: []Approved as noted Contractor: ❑Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH-1.18 Page 1 of 7 VK3501 Quick Response TECHNICAL DATA SHEET .' . Upright Sprinkler K8.0 (115) 1. PRODUCT IDENTIFICATION This document covers the following product, hereafter referred to as"sprinkler": VK3501: Quick Response, Standard Coverage, Upright, K8.0 (115) Sprinkler. 2. INTENDED USE The sprinkler is intended to be used in automatic fire sprinkler systems as allowed by applicable approval authorities.The sprinkler must be used in accordance with: 1. the sprinkler's Listings,Approvals, and associated design requirements. 2. the recognized design and installations standards y% issued, for example NFPA, FM, EN, VdS, or LPCB. 3. the latest revisions of all applicable manufacturer's documentation. Governmental codes, ordinances, and standards may apply and may differ from one another. A WARNING Cancer and Reproductive Harm www.P66Wamings.ca.gov 3. LISTING AND APPROVALS Refer to section 5 for details and requirements that must be followed. cULus Listed VdS Approved FM Approved UKCA Approved CA CE MED Approved =i LPCB Approved China Approved F 111120 Rev 03 April 2024 I Page 2 of 7 VK3501 Quick Response Upright Sprinkler K8.0 (115) 4. TECHNICAL SPECIFICATIONS 4.1 Definitions Standard Upright Sprinkler:A sprinkler intended to be oriented with the deflector above the frame so water flows upward through the orifice, striking the deflector and forming an umbrella-shaped spray pattern downward. These sprinklers are marked "SSU" (Standard Spray Upright)or"UPRIGHT"on the deflector. Corrosion-Resistant Sprinkler:A special service sprinkler with non-corrosive protective coatings, or that is fabricated from non-corrosive material, for use in atmospheres that would normally corrode sprinklers. Sprinklers can be ordered as corrosion-resistant sprinklers and can be used with escutcheons when allowed by the approval body. 4.2 Ratings and Physical Characteristics Minimum operating pressure 7 psi(0.5 bar) Maximum rated pressure 175 psi(12 bar) Factory tested pressure 500 psi(35 bar) Thread size 3/4"NPT or 20 mm BSPT Nominal K—factor 8.0 U.S.(115) Minimum temperature rating(glass bulb) —65°F(-55°C) 4.3 Markings and Dimensions A, 6, , �•� �1E 1 .......... Figure—1:Markings Figure—2:Dimensions y r Bad "�'` -� ^x" iy� Ls W WZ A Response type QR:Quick Response B Listings and Approvals See sections 3 and 5 C Sprinkler type SSU:Standard Spray Upright D Manufacture date(year) See marking E Nominal temperature rating See marking F Manufacturers Sprinkler Identification Number(SIN) VK3501 G Nominal pipe engagement 7/16"(11 mm) H Height 2"(51 mm) F 111120 Rev 03 April 2024 Page 3 of 7 ME VK3501 Quick Response VM Upright Sprinkler K8.0 (115) 4.4 Materials of Construction NOTICE: Do not disassemble the sprinkler. 1 11F n 3 5 i. 4 Figure—3 Sprinkler Components 0ef '� art a � ,Ln y ® ' ltri1 g 1 Compression screw Brass CW612N, CW508L, UNS—C36000 or UNS—C26000 2 Deflector Stainless steel UNS S30400 3 Sprinkler body CW602N, UNS—CB4400 or QM brass 4 Pip cap seal Polytetrafluoroethylene(PTFE) 5 Pip cap shell Stainless steel UNS—S44400 6 Belleville spring Nickel alloy 7 Pip cap disc IStainless steel UNS—S30100 8 Bulb I Glass,nominal 0.10"(3 mm)diameter F_111120 Rev 03 April 2024 ' Page 4 of 7 VK3501 Quick Response Upright Sprinkler K8.0 (115) -I W&41 5. LISTING AND APPROVAL DESIGN REQUIREMENTS 5.1 Listing and Approval Specifications Spinkler; Tltead Slze '-a AP roval body d Kj ,r Base Party .. . Number1 ji NP'TP BBPT P L,. 23877 3/4" — Al Al Al Al Al Al Al — 23889 — 20 mm Al Al Al Al Al Al Al — 26759 — 20 mm B2 B2 — — — — — B2 Approval Specification (Temperature Ratings) Key: A= 135 OF(57°C), 155 OF(68°C), 175 OF(79°C),200 OF(93°C)and 286 OF(141 °C) B=155 OF(68°C), 175 OF(79°C),200 OF(93°C)and 286 OF(141 °C) Approval Specification (Finishes) Key: 1 = Brass, Chrome,White Polyester 2,3, Black Polyester2,3, and ENT 3,4 2=Chrome 1 For complete part number,refer to Viking's current price list. 2 For White Polyester and Black Polyester,other colors are available upon request and will carry the same Listings and Approvals as the standard colors. 3 cULus Listed as corrosion-resistant. 4 FM Approved as corrosion-resistant. 5.2 cULus Listing Requirements and Details The sprinkler is cULus Listed as indicated in Table 5.1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. 5.3 FM Approval Requirements and Details The sprinkler is FM Approved as quick response Non—Storage upright sprinkler as indicated in the FM Approval Guide. The sprinkler is also FM Approved as a quick response storage sprinkler when used as an in-rack sprinkler as indicated in the FM Approval Guide.The sprinkler is also approved for use in FM Approved vacuum dry sprinkler systems with a maximum supervisory vacuum pressure of-3 psi(-207 mbar). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. For specific application and installation requirements, refer to the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0). F_711120 Rev 03 Apri12024 'Page 5 of 9 VK3501 Quick Response FwilUpright Sprinkler K8.0 (115) 5.4 Additional Approval Requirements and Details Refer to Table 5.1 for approved configurations allowed by each of the following approvals. • CE CPR: Standard EN 12259-1:1999+A3:2006; Declaration of Performance DOP_VK3501. • LPCB: Standard EN 12259-1:1999+A3:2006; Certificate Number 096m. • VdS: Standard EN 12259-1:1999+A3:2006; Certificate Number G 422013. • UKCA: Standard EN12259-1:1999 +A3:2006; Declaration of Conformity UKCA DOC_S5048. • MED: Standard EN 12259-1:1999 +A3:2006; Declaration of Conformity DOC_MED XT1. • China Approval:Approved according to China GB standard. For specific application and installation requirements, refer to the latest applicable governmental codes, ordinances, and standards for the installation location. 5.5 Corrosion-Resistant Coatings The corrosion-resistant coatings have passed the standard corrosion tests required by the approving agencies and are listed and approved as indicated in Table 5.1.These tests do not represent all possible corrosive environments.The Electro-less Nickel PTFE (ENT)finish passed the UL 199 thirty-day corrosion test and is cULus listed and FM Approved as corrosion-resistant. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway. Prior to installation, verify that the coatings are compatible with, or suitable for, the proposed environment.The ENT finish has not been evaluated for environments containing chlorine, such as indoor swimming pools. It is not recommended for these applications. 5.6 Sprinkler Guards and Water Shields The sprinkler is approved for use with the Model XG Sprinkler Guard and the Model XWU upright water shield. Refer to the Guards and Water Shields for XT1 Sprinklers technical data sheet for more information. 5.7 Available Temperature Ratings Viking sprinklers are available in several temperature ratings that relate to a specific temperature classification. Applicable installation rules mandate the use and limitations of each temperature classification. In selecting the appropriate temperature classification, the maximum expected ceiling temperature must be known. When-there is doubt as to the maximum temperature at the sprinkler location, a maximum-reading thermometer should be used to determine the temperature under conditions that would show the highest readings to be expected. In addition, recognized installation rules may require a higher temperature classification, depending upon sprinkler location, occupancy classification, commodity classification, storage height, and other hazards. In all cases, the maximum expected ceiling temperature dictates the lowest allowable temperature classification. Sprinklers located immediately adjacent to a heat source may require a higher temperature rating. F 111120 Rev 03 April 2024 Page 6 of 7 VK3501 Quick Response Upright Sprinkler K8.0 (115) 41KJWJ� 6. ORDERING PROCEDURE 6.1 Sprinkler 1. Choose a sprinkler base part number with the required thread size and listing or approval (refer to section 5): 2. Add the suffix for the desired finish. 3. Add the suffix for the desired temperature rating. NOTE.For Polyester, insert the desired temperature rating suffix where the dash H is shown. EXAMPLE: 23877MBIW=VK3501 with white polyester finish and 155 °F (68°C) nominal temperature rating. This sprinkler iisy to be installed into an area with a maximum ambient temperature of 100 °F (38 °C). tlRj ll�.R^R� AEY �' F� d t [ 4 x 2.1=iirlk� EE t urC 3.Tpin Ra ftg Par#Nu>pef€ ; E E � � # b - ¢ � t g • a ' Y f . - Maximum "�� �d Nominal �� Bulb Amb>lerrt" j �88 SeGtiOn t3alrrl�tpill Suffl Temperature U IX Y • _.oa_ "., i ,.4!::di✓&E. �..£i ..,. Tempera�. 23877 3/4"NPT Brass A 135°F(57°C) Orange 100 OF(38°C) A 23889 20 mm BSPT Chrome F 155°F(68°C) Red 100°F(38°C) B 26759` 20 mm BSPT White Polyester M-1W 175 OF(79°C) Yellow 150°F(65°C) D *Only for China Black Polyester M-/B 200 OF(93°C) Green 150°F(65°C) E ENT JN 286°F(141 °C) Blue 225°F(107°C) G OPEN — — Z 6.2 Sprinkler Accessories 00, w Figure-4:Sprinkler Accessories 44 ;:Imag �Refere �aF E Nunhk?e(r��� M E 33 E1esGrip Ne 1) 23559MB Straight wrench:required for proper installation 2) 01724A Sprinkler cabinet:holds up to 6 sprinklers 3) 01725A Sprinkler cabinet:holds up to 12 sprinklers(not shown) F 111120 Rev 03 Apr112024 r f Page 7 of 7 VK3501 Quick Response Upright Sprinkler K8.0 (115) N11.10N, G 7. CONTACT The sprinkler and accessories are available through Viking distributors only. Contact your local Viking sales office which can be found on our website: Americas and Asia:www.vikinggroupinc.com/locations OR Europe, Middle East,Africa (EMEA): www.viking-emea.com/contact Manufacturer: Importer EU: Asia Pacific(APAC) Main Office: The Viking Corporation Viking S.A. The Viking Corporation(Far East)Pte. Ltd. 5150 Beltway SE 21,Z.I, Haneboesch 69 Tuas View Square Caledonia,MI 49316 L-4562 Differdange/Niederkom Westlink Techpark,Singapore 637621 Tel.:(800)968-9501 Tel.:+352 58 37 37-1 Tel: (+65)6 278 4061 Fax:269-818-1680 Fax+352 58 37 36 Fax: (+65)6 278 4609 Technical Services: 1-877-384-5464 techsvcs@vikingcorp.com vikinglux@viking-emea.com vikingAPAC@vikingcorp.com F_777120 Rev 03 Apri12024 Page 6 of 9 STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com cULus Listing Reauirements: Concealed Pendent Sprinkler VK4621 is cULus Listed as quick response for installation in accordance with the latest edition of NFPA 13 for standard coverage pendent spray sprinklers as indicated below. • For hazard occupancies up to and including Ordinary Hazard,Group II. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13.Maximum spacing allowed is 15 ft.(4.6 m). • Minimum spacing allowed is 6 ft.(1.8 m)unless baffles are installed in accordance with NFPA 13. • Minimum distance from walls is 4 in. (102 mm). • Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler obstruction rules contained in NFPA 13 for standard coverage pendent spray sprinklers must be followed. NOTE:Concealed sprinklers must be installed in neutral or negative pressure plenums only. IMPORTANT:Always refer to Bulletin Form No.F_091699-Care and Handling of Sprinklers.Also refer to Form No.F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA,LPCB,APSAD,VdS or other similar organizations,and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. FM Approval Requirements: Viking Concealed Pendent Sprinkler VK4621 is FM Approved as a standard response Non-Storage concealed pendent sprinkler as indicated in the FM Approval Guide.For specific application and installation requirements,reference the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design,ceiling.slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT.Always refer to Bulletin Form No.F_091699-Care and Handling of Sprinklers.Also refer to Form No.F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA,LPCB,APSAD,VdS or other similar organizations,and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. Form No. F_092121 Rev 06 January 2024 Page 7 of 9 STANDARD AND QUICK RESPONSE .. CONCEALED PENDENT SPRINKLER VK4621 (1<5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings M149058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Figure 1: Installation Wrench s q t All custom color painted cover plates will have an identifying label affixed to the inside of the cover that I� _ indicates the custom color and will have a representative 3-5116" (84 mm) sample(a paint dot)of the paint on the label. Figure 2: Identification of Custom Paint Figure 3: Square Cover Assembly Form No. F_092121 Rev 06 January 2024 Page 8 of 9 STANDARD AND QUICK RESPONSE ' CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com %INPT or 15 BSPT 2%a' (76 mm) & I M 0 ay F f fy€ _ ( 0::FF r NOTE:Image is representative only.Actual product may vary. Figure 4: Sprinkler Dimensions Minimum required opening in the ceiling 21/4"(57 mm) "f Nominal pipe engagement x s: vie"(11 mm) Nominal pipe ! engagement76" 2%" (11 mm) (64 mm) 2" Maximum (50 mm) $ j� Minimum IRE � NOTE:Image is representative only.Actual product may vary. Figure 5: Sprinkler Installation Dimensions Form No. F_092121 Rev 06 January 2024 r `.4 Page 9 of 9 STANDARD AND �# QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com NOTICE: USE ONLY the designated sprinkler wrenches shown in this document. Permanent damage to Athe sprinkler assembly can occur if the proper wrench is not used.Other sprinkler wrenches available from Viking may fit into the sprinkler adapter cup; however, only the wrenches shown here are designed to properly install this sprinkler. Step 1: Step 2: Step 3: Remove the protective cap. Insert the wrench into Rotate the wrench slightly in either direction the sprinkler adapter. until the tines on the wrench(A)line up with f.ry the vent openings(B)on the adapter cup and lock into place. NOTE:A leak tight seal must be achieved.Turn the sprinkler clockwise 1 to 1-Y2 turns past finger-tight. A A B NOTE: Image is representative only.Actual product may vary. Figure 6: Using the Sprinkler Wrench Install the cover plate by inserting the adpater(D) into the adapter cup (C)and pushing or threading into place(depending on style). f Snug the cover plate in place 3 by rotating clockwise. Ensure '' C the cover plate is flush with the � ti ceiling as shown to allow airflow :. �. through the sprinkler assembly. Minimum Maximum NOTE:Image is representative only.Actual product may vary. Figure 7: Installing the Cover Plate Form No. F_092121 Rev 06 January 2024 Replaces Form No. F_092121 Rev 05 (Added China Approval;reformatted ordering information;fixed BSPT.) Page 1 of 4 CARE AND HANDLING OF SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49068 Telephone: 269-945-9601 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com SPRINKLERS ARE FRAGILE - HANDLE WITH CARE! General Handling and Storage: • Store sprinklers in a cool,dry place. • Protect sprinklers during storage,transport, handling, and after installation. • Use the original shipping containers. DO NOT place sprinklers loose in boxes, bins, , or buckets. • Keep sprinklers separated at all times. DO NOT allow metal parts to contact sprinkler operating elements. CORRECT INCORRECT For Pre-Assembled Droos: (Original container used) (Placed loose in box) • Protect sprinklers during handling and after installation. • For recessed assemblies,use the protective sprinkler cap Viking Part Number 10364). Sprinklers with Protective Shields or Cag_s: • DO NOT remove shields or caps until after sprinkler installation and there no longer is potential for.mechanical damage to the sprinkler operating elements. • Sprinkler shields or caps MUST be removed BEFORE placing the system in service! CORRECT INCORRECT • Remove the sprinkler shield by carefully pulling it apart where it is snapped together. (Protected with caps) (Protective caps not used) • Remove the cap by turning it slightly and pulling it off the sprinkler. Sprinkler Installation: • DO NOT use the sprinkler deflector or operating element to start or thread the sprinkler into a fitting. • Use only the designated sprinkler head wrench! Refer to the current sprinkler tech- nical data page to determine the correct wrench for the model of sprinkler used. • DO NOT install sprinklers onto piping at the floor level. CORRECT INCORRECT (Piping is in place at the (Sprinkler at floor level) • Install sprinklers after the piping is in place to prevent mechanical damage. ceiling) • DO NOT allow impacts such as hammer blows directly to sprinklers or to fittings, pipe, or couplings in close proximity to sprinklers. Sprinklers can be damaged from direct or indirect impacts. • DO NOT attempt to remove drywall, paint,etc.,from sprinklers. - •Take care not to over-tighten the sprinkler and/or damage its operating parts! Maximum Torque: 112" NPT: 14 ft-Ibs. (19.0 N-m) CORRECT INCORRECT 3/4" NPT 20 ft-Ibs. (27.1 N-m) (Special installation (Designated wrench not 1" NPT: 30 ft-Ibs. (40.7 N-m) wrenches) used) WARNING:Cancer and Reproductive Harm- www.P65 Warnings.ca.gov Any sprinkler with a loss of liquid from the glass bulb or damage to the fusible element should be destroyed. Never install sprinklers that have been dropped,damaged,or exposed to temperatures exceeding the maximum ambient temperature allowed.Sprinklers that have been painted in the field must be replaced per NFPA 13. Protect sprinklers from paint and paint overspray in accordance with the installation standards. Do not clean sprinklers with soap and water, ammonia, or any other cleaning fluid. Do not use adhesives or solvents on sprinklers or their operating elements. Refer to the appropriate technical data page and NFPA standards for complete care, handling,installation,and maintenance instructions. For additional product and system information Viking data pages and installation instructions are available on the Viking Web site at www.vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.1365 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) 4 Page 2 of 4 CARE AND HANDLING OF SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com PROTECTIVE SPRINKLER SHIELDS AND CAPS General Handling and Storage: Many Viking sprinklers are available with a plastic protective cap or shield temporarily covering the operating elements.The snap- on shields and caps are factory installed and are intended to help protect the operating elements from mechanical damage during shipping, storage, and installation. NOTE: It is still necessary to follow the care and handling instructions on the appropriate sprin- kler technical data sheets*when installing sprinklers with bulb shields or caps. WHEN TO REMOVE THE SHIELDS AND CAPS: NOTE: SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! Remove the shield or cap from the sprinkler only after checking all of the following: • The sprinkler has been installed*. • The wall or ceiling finish work is completed where the sprinkler is installed and there no longer is a potential for mechanical damage to the sprinkler operating elements. SHIELDS AND CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICE! 1 Figure 1:Sprinkler shield being Figure 2:Sprinkler cap being Figure 3:Sprinkler cap being re- removed from a pendent sprinkler. removed from a pendent sprinkler. moved from and upright sprinkler. HOW TO REMOVE SHIELDS AND CAPS: No tools are necessary to remove the shields or caps from sprinklers. DO NOT use any sharp objects to remove them!Take care not to cause mechanical damage to sprinklers when removing the shields or caps. When removing caps from fusible ele- ment sprinklers, use care to prevent dislodging ejector springs or damaging fusible elements. NOTE: Squeezing the sprinkler cap excessively could damage sprinkler fusible elements. • To remove the shield, simply pull the ends of the shield apart where it is snapped together. Refer to Figure 1. • To remove the cap,turn it slightly and pull it off the sprinkler. Refer to Figures 2 and 3. Refer to the current sprinkler technical data page to determine the correct sprinkler wrench for the model of sprinkler used. Never install sprinklers that have been dropped,damaged,or exposed to temperatures in excess of the maximum ambient temperature allowed. * Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.1366 Page 3 of 4 CARE AND HANDLING OF SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9601 Technical Services: 877-384-6464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com ' t z,ar CONCEALED COVER ASSEMBLIES ARE FRAGILEI TO ASSURE SATISFACTORY PERFORMANCE OF THE PRODUCT,HANDLE WITH CARE. Concealed Sprinkler and Adapter Assembly(Protective Cap Removed) qx F f Concealed Sprinkler and Adapter Assembly with Protective Cap Cover Plate Assembly . (Pendent Cover 12381 shown) GENERAL HANDLING AND STORAGE INSTRUCTIONS: • Do not store in temperatures exceeding 100°F(38°C).Avoid direct sunlight and confined areas subject to heat. • Protect sprinklers and cover assemblies during storage,transport, handling,and after installation. --Use original shipping containers. —Do not place sprinklers or cover assemblies loose in boxes,bins,or buckets. • Keep the sprinkler bodies covered with,the protective sprinkler cap any time the sprinklers are shipped or handled,during testing of the system,and while ceiling finish work is being completed. • Use only the designated Viking recessed sprinkler wrench(refer to the appropriate sprinkler data page)to install these sprinklers.NOTE:The protective cap is temporarily removed during installation and then placed back on the sprinkler for protection until finish work is completed. • Do not over-tighten the sprinklers into fittings during installation. • Do not use the sprinkler deflector to start or thread the sprinklers into fittings during installation. • Do not attempt to remove drywall,paint,etc.,from the sprinklers. • Remove the plastic protective cap from the sprinkler before attaching the cover plate assembly. PROTECTIVE CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICEI Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 4 A Page 4 of 4 CARE AND HANDLING OF SPRINKLERS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49068 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com USE THE FOLLOWING PRECAUTIONS WHEN HANDLING WAX-COATED SPRINKLERS Many of Viking's sprinklers are available with factory-applied wax coating for corrosion resistance.These sprinklers MUST receive appropriate care and handling to avoid damaging the wax coating and to assure satisfactory performance of the product. General Handling and Storage of Wax-Coated Sprinklers: • Store the sprinklers in a cool,dry place(in temperatures below the maximum ambient temperature allowed for the sprinkler temperature rating. Refer to Table 1 below.) • Store containers of wax-coated sprinklers separate from other sprinklers. • Protect the sprinklers during storage,transport,handling,and after installation. • Use original shipping containers. • Do not place sprinklers in loose boxes,bins,or buckets. Installation of Wax-Coated Sprinklers: Use only the special sprinkler head wrench designed for installing wax-coated Viking sprinklers (any other wrench may damage the unit). • Take care not to crack the wax coating on the units. • For touching up the wax coating after installation,wax is available from Viking in bar form.Refer to Table 1 below.The coating MUST be repaired after sprinkler installation to protect the corrosion-resistant properties of the sprinkler. • Use care when locating sprinklers near fixtures that can generate heat.Do not install sprinklers where they would be exposed to temperatures exceed- ing the maximum recommended ambient temperature for the temperature rating used. • Inspect the coated sprinklers frequently soon after installation to verify the integrity of the corrosion resistant coating.Thereafter,inspect representative samples of the coated sprinklers in accordance with NFPA 25.Close up visual inspections are necessary to determine whether the sprinklers are being affected by corrosive conditions. TABLE 1 155°F (68 °C)/165 °F(74°C) 02568A 148 °F (64°C) 100°F(38°C) Light Brown 175°F(79 °C) 04146A 161 °F (71 °C) 150°F(65°C) Brown 200°F(93 °C) 04146A 161 °F (71 °C) 150°F(65°C) Brown 220°F(104°C) 02569A 170°F (76°C) 150°F(65°C) Dark Brown 286°F(141 °C) 02569A 170°F (76°C) 150°F(65°C) Dark Brown Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction.Refer to specific installation standards. Never install sprinklers that have been dropped, damaged,or exposed to temperatures in excess of the maximum ambi- ent temperature allowed. Refer to the appropriate current technical data pages for complete care, handling, and installation instructions. Data pages are included with each shipment from Viking or Viking distributors.They can also be found on the Web site at www. vikinggroupinc.com. Form No. F_091699 18.10.11 Rev 16.1.P65 Replaces Form No. F_091699 Rev 16.1 (Added P65 Warning) Page 1 of 3 1 SPRINKLER OVERVIEW The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com 1. DESCRIPTION Viking fire sprinklers consist of a threaded frame with a specific waterway or orifice size and a deflector for distributing water in a specified pattern.A closed or sealed sprinkler refers to a complete assembly, including the thermosensitive operating element.An open sprinkler does not use an operating element and is open at all times.The distribution of water is intended to extinguish a fire or to control its spread. Viking sprinklers are available in several models and styles. Refer to specific sprinkler technical data pages for available styles, finishes,temperature ratings,thread sizes,and nominal K-Factors for the particular model selected. 2. LISTINGS AND APPROVALS Refer to the Approval Charts on the appropriate sprinkler technical data page(s) and/or WARNING:Cancer and Reproductive Harm- approval agency listings. • vmw.Psswamings.ca.gov 3. TECHNICAL DATA Pressure Ratings: Maximum allowable water working pressure is 175 psig (12 Bar) unless rated and specified for high water working pressure[250 psig (17.2 bar)]. Sprinkler Identification: Viking sprinklers are identified and marked with the word"Viking",the sprinkler identification number(SIN) consisting of"VK" plus a three digit number*,the model letter, and the year of manufacture. Available Finishes: Viking sprinklers are available in several decorative finishes. Some models are available with corrosion-resistant coatings or are fabricated from non-corrosive material. Refer to the sprinkler technical data page for additional information. Available Temperature Ratings: Viking sprinklers are available in several temperature ratings that relate to a specific temperature classification.Applicable installa- tion rules mandate the use and limitations of each temperature classification.In selecting the appropriate temperature classifica- tion, the maximum expected ceiling temperature must be known. When there is doubt as to the maximum temperature at the sprinkler location, a maximum-reading thermometer should be used to determine the temperature under conditions that would show the highest readings to be expected. In addition,recognized installation rules may require a higher temperature classifica- tion,depending upon sprinkler location,occupancy classification,commodity classification,storage height,and other hazards. In all cases,the maximum expected ceiling temperature dictates the lowest allowable temperature classification.Sprinklers located immediately adjacent to a heat source may require a higher temperature rating. K-Factors: Viking sprinklers are available in several orifice sizes with related K-Factors.The orifice is a tapered waterway and,therefore,the K-Factor given is nominal. Nominal U.S. K-Factors are provided in accordance with the 1999 edition of NFPA 13,Section 3-2.3. Refer to the specific data page for appropriate K-Factor information. Available Styles: Viking sprinklers are available for installation in several positions as indicated by a stamping on the deflector.The deflector style dictates the appropriate installation position of the sprinkler; it breaks the solid stream of water issuing from the sprinkler orifice to form a specific spray pattern.The following list indicates the various styles and identification of Viking sprinklers. UPRIGHT SPRINKLER:A sprinkler intended to be installed with the deflector above the frame so water flows upward through the orifice, striking the deflector and forming an umbrella-shaped spray pat- tern downward.Marked"SSU"(Standard Sprinkler Upright)or"UPRIGHT" Viking Technical Data may be found on on the deflector. PENDENT SPRINKLER:A sprinkler intended to be oriented with the deflec- The Viking Corporation's Web site at for below the frame so water flows downward through the orifice, striking http:lhvww.vikinggroupinc.com. the deflector and forming an umbrella-shaped spray pattern downward. The Web site may include a more recent Marked "SSP" (Standard Sprinkler Pendent) or "PENDENT" on the de- edition of this Technical Data Page. flector. CONVENTIONAL SPRINKLER:An "old style" sprinkler intended to be installed with the deflector in either the upright or pendent position. The deflector provides a spherical type pattern with 40 to 60 percent of the water initially directed downward and a proportion directed upward. Must be installed in accordance with installation rules for conventional or old style sprinklers. DO NOT USE AS A REPLACEMENT FOR STANDARD SPRAY SPRINKLERS.Marked"C U/P"(Conventional Upright/Pendent)on the deflector. Form No. F_060814 18.12.06 Rev 14.1.P65 Replaces Form No. F_080814 Rev 14.1 (Added P65 Warning.) � s � Page 2 of 3 SPRINKLER OVERVIEW The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9601 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com VERTICAL SIDEWALL(VSW) SPRINKLER:A sprinkler intended for installation near the wall and ceiling.The deflector provides a water spray pattern outward in a quarter-spherical pattern and can be installed in the upright or pendent position with the flow arrow in the direction of discharge. Marked "SIDEWALL" on the deflector with an arrow and the word "FLOW". (Note: Some vertical sidewall sprinklers can only be installed in the upright or pendent position—in this case,the sprinkler will also be marked "UPRIGHT"or"PENDENT".) HORIZONTAL SIDEWALL(HSM SPRINKLER:A sprinkler intended for installation near the wall and ceiling.The special deflector provides a water spray pattern outward in a quarter-spherical pattern. Most of the water is directed away from the nearby wall with a small portion directed at the wall behind the sprinkler.The top of the deflector is oriented parallel with the ceiling or roof. The flow arrows point in the direction of discharge. Marked"SIDEWALL"and"TOP"with an arrow and the word"FLOW'. EXTENDED COVERAGE (EC) SPRINKLER:A spray sprinkler designed to discharge water over an area having the maximum dimensions indicated in the individual listings.Maximum area of coverage,minimum flow rate,orifice size,and nominal K-Factor are specified in the individual listings. EC sprinklers are intended for Light-Hazard occupancies with smooth,flat,horizontal ceil- ings unless otherwise specified. In addition to the above markings,the sprinkler is marked"EC". QUICK RESPONSE (QR) SPRINKLER: A spray sprinkler with a fast- actuating operating element. The use of quick response sprinklers may be limited due to occupancy and hazard. Refer to the Authority Having Jurisdiction (AHJ) prior to installing. QUICK RESPONSE EXTENDED COVERAGE(QREC) SPRINKLER:A spray sprinkler designed to discharge water over an area having the maximum dimensions indicated in the individual listing.This is a sprinkler with an operating element that meets the criteria for quick response. QREC sprinklers are only intended for Light Hazard occupancies.The sprinkler is marked"QREC". FLUSH SPRINKLER:A decorative spray sprinkler intended for installation with a concealed piping system. The unit is mounted flush with the ceiling or wall, with the fusible link exposed. Upon actuation,the deflector extends beyond the ceiling or wall to distribute water discharge.The sprinkler is marked"SSP", "PEND", or"SIDEWALL"and"TOP". CONCEALED SPRINKLER:A decorative spray sprinkler intended for installation with a concealed piping system.The sprinkler is hidden from view by a cover plate installed flush with the ceiling or wall. During fire conditions, the cover plate detaches, and upon sprinkler actuation,the deflector extends beyond the ceiling or wall to distribute water discharge.The sprinkler is marked "SSP", "PEND", or"SIDEWALL"and"TOP". RECESSED SPRINKLER:A spray sprinkler assembly intended for installation with a concealed piping system.The assembly con- sists of a sprinkler installed in a decorative adjustable recessed escutcheon that minimizes the protrusion of the sprinkler beyond the ceiling or wall without adversely affecting the sprinkler distribution or sensitivity. Refer to the appropriate technical data page for allowable sprinkler models, temperature ratings, and occupancy classifications. DO NOT RECESS ANY SPRINKLER NOT LISTED FOR USE WITH THE ESCUTCHEON. CORROSION-RESISTANT SPRINKLER:A special service sprinkler with non-corrosive protective coatings, or that is fabricated from non-corrosive material,for use in atmospheres that would normally corrode sprinklers. DRY SPRINKLER:A special-service sprinkler intended for installation on dry pipe systems or wet pipe systems where the sprinkler is subject to freezing temperatures.The unit consists of a sprinkler permanently secured to an extension nipple with a sealed inlet end to prevent water from entering the nipple until the sprinkler operates.The unit MUST be installed in a tee fitting. Dry upright sprinklers are marked with the"B"dimension [distance from the face of the fitting (tee)to the top of the deflector]. Dry pendent and sidewall sprinklers are marked with the "A" dimension [the distance from the face of fitting (tee) to the finished surface of the ceiling or wall]. LARGE DROP SPRINKLER:A type of special application sprinkler used to provide fire control of specific high-challenge fire haz- ards. Large drop sprinklers are designed to produce an umbrella-shaped spray pattern downward with a higher percentage of "large"water droplets than standard spray sprinklers.The sprinkler has an extra-large orifice with a nominal K-Factor of 11.2. Marked"HIGH CHALLENGE"and"UPRIGHT". EARLY SUPPRESSION FAST-RESPONSE (ESFR)SPRINKLER:A sprinkler intended to provide fire suppression of specific high- challenge fire hazards through the use of a fast response fusible link, 14.0, 16.8,or 25.2 nominal K-Factor,and special deflector. ESFR sprinklers are designed to produce high-momentum water droplets in a hemispherical pattern below the deflector. This permits penetration of the fire plume and direct wetting of the burning fuel surface while cooling the atmosphere early in the development of a high-challenge fire. Marked"ESFR"and"UPRIGHT"or"PEND". INTERMEDIATE LEVEL/RACK STORAGE SPRINKLER:A standard spray sprinkler assembly designed to protect its operating element from the spray of sprinklers installed at higher elevations.The assembly consists of a standard or large orifice upright or pendent sprinkler with an integral upright or pendent water shield and guard assembly. Use only those sprinklers that have been tested and listed for use with the assembly. Refer to the technical data page for allowable sprinkler models. RESIDENTIAL SPRINKLER:A sprinkler intended for use in the following occupancies:one-and two-family dwellings with the fire protection sprinkler system installed in accordance with NFPA 13D; residential occupancies up to four stories in height with the fire protection system installed in accordance with NFPA 13R; and where allowed by the Authority Having Jurisdiction in resi- dential portions of any occupancy with the fire protection system installed in accordance with NFPA 13. Form No. F_080814 18.12.06 Rev 14.1.P65 Page 3 of 3 SPRINKLER OVERVIEW The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9601 Technical Services: 877-384-6464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Residential sprinklers have a unique distribution pattern and utilize a"fast response" heat sensitive operating element.They en- hance survivability in the room of fire origin and are designed to provide a life safety environment for a minimum of ten minutes.For this reason,residential sprinklers must not be used to replace standard sprinklers unless tested for and approved by the Authority Having Jurisdiction. In addition to standard markings,the unit is identified as"RESIDENTIAL SPRINKLER"or"RES". 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION Refer to the appropriate sprinkler technical data page(s). 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY Viking sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. IMPORTANT.Always referto Bulletin Form No.F_091699-Care and Handling of Sprinklers and the appropriate sprin- klergeneral care,installation,and maintenanceguide.Vikingsprinklers areto be installed in accordancewith the latest edition of Viking technical data,the appropriate standards of NFPA,FM Global,LPCB,APSAD,VdS or other similar organizations,andalsowiththe provisions ofgovernmental codes,ordinances,and standards,wheneverapplicable. The sprinkler technical data page may contain installation requirements specific for the sprinkler model selected. The use of certain types of sprinklers may be limited due to occupancy and hazard.Refer to the Authority Having Jurisdiction prior to installation. Form No. F_080814 18.12.06 Rev 14.1.P65 Replaces Form No. F_080814 Rev 14.1 (Added P65 Warning.) { Page 1 of 1 REGULATORY AND HEALTH WARNINGS The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION Regulatory and Health Warnings applying to materials used in the manufacture and construction of fire protection products are provided herin as they relate to legally mandated jurisdictional regions. STATE OF CALIFORNIA, USA Installing or servicing fire protection products such as sprinklers,valves, piping etc. can expose you to chemicals including, but not li- mited to,lead,nickel,butadiene,titaninum dioxide,chromium,carbon black,and acrylonitrile which are known to the State of California to cause cancer or birth defects or other reproductive harm. For more information, go to www.P66Warnings.ca.gov 2. WARRANTY TERMS AND CONDITIONS For details of warranty, refer to Viking's current list price schedule at www.vikinggroupinc.com or contact Viking directly. Form No. F 111218 18.11.15 Rev 18.1 New Bulletin Product • • High-performance intumescent firestop sealant FS-ONE MAX Applications x � ■ For effectively sealing most common through penetrations in a variety ' of base materials y_ ■ For use on concrete,masonry and drywall � � ■ Mixed and multiple penetrations I a€ sY ■ Metal pipe penetrations:copper,steel and EMT ■ Insulated metal pipe penetrations:steel and copper ■ Plastic pipe penetrations:closed or vented Advantages r ■ US-produced:'Buy American"compliant u ■ One product for a variety of common through penetrations ■ Cost-effective,easy-to-use solution ■ Water-based and paintable �l �•r.,�.,v,, .., ,., � .: RE -- ■ Industry-leading VOC results Chemical basis Water-based acrylic dispersion ■ Ethylene glycol-free Approx.Density 84.3 Ib/ft3 Color Red ■ V Application temperature range 41-104°F ;' M CONPA M Approx.cure time') 4 mm/3 days Temperature resistance range -4 to 212'F Chemical Mold and mildew Mold and mildew performance Class 0(ASTM G21-96) resistant resistant Mold and mildew resistance Yes Vu FILL,VOID OR CAVITY MATERIAL Surface burning characteristics Flame spread:0 *us FOR USE IN THROUGH•PENEfRA710N UL 723(ASTM E84) Smoke development:10 FIRESTOP SYSTEMS S SEE UL FIRE RESISTANCE DIRECTORY Tested In accordance with UL 1479,ASTM E814,ASTM E84, APPROY6D 66Y7 CAN/ULC-S115,ASTM G21,ASTM E90 Inte"ek California State fire marshal approval CSFM Listing 4485-1200:0108 for FS-ONE MAX Intumescent Firestop Sealant Expansion ratio(unrestricted,up to) 1:5 ')at 75°F/240C,50%relative humidity ,. 7, _ _ FS-ONE MAX 20oz foil(3 case+disp) 1 x Foil pack dispenser manual CS 270-171,75x Firestop sealant FS-ONE MAX 20 oz foil 3530252 FS-ONE MAX 5 gallon(18 pails) 18x Firestop sealant FS-ONE MAX 5 gallon pail 3530263 FS-ONE MAX 20oz foil(3 cases) 75x Firestop sealant FS-ONE MAX 20 oz foil 3530251 ON MAl 20a:Ectl Pat_st- 8ffi?ti- N1 AAA?f fad::' BBuIiC i do Y FS-ONE MAX 10 oz cartridge 2101531 3N B gallon''dit. !.K x7777-77 1g1�33 Hilts. Outperform. Outlast. 0 © Toha 0 Hilti,Inc.(USA)1-800-879-8000 1 www.us.hilti.com I an espanol 1-800-879-5000 1 Hilti(Canada)Corp.1-800-363-4458 1 www.hilti.ca P 1 ' © Thread Sealing Paste INSISToN._.... F P P 1® Description Pipefit®Thread Sealing Paste with PTFE is a premium non-hardening PTFE filled pipe thread sealing paste designed specifically for the fire sprinkler industry. Pipefit is suitable for use on all 4 threadable materials commonly used in fire sprinkler systems, including CPVC. Pipefit's unique blend of materials provides superior thread sealing qualities over other similarly priced sealants „ ¢} fi The particulate PTFE also helps prevent leaks by accumulating in the voids of damaged or defective threads of the pipe or fittings.Additionally,the lubricating qualities of the PTFE and May other materials in the sealing paste improve thread seating during pipe and fitting assembly. Pipefit®also adheres well to hot oily pipe present in "high speed' fabrication operations. 3a 3S .: s 3' E�$ Design Criteria/Data Installation ecp��+ A. It y Recommended Use Make sure that the threads are freewN Water Air from burs and other debris.Apply Dense,pastl�kens[sency„� Refrigerants Natural Gas Pipefit®liberally to the male pipe # rs�whticolarg w Mild caustics Steam threads. Make sure that the thread ` Kerosene LP Gases sealant is brushed into the"root"of ' cging'' x tarushn trap Acids Gasoline the threads. Do not wipe off excess s= 32 0 Diesel Fuel Ammonia material until fitting has been "madetA on"to the pipe thread.The threading Use for threaded connections on action of the fitting to the pipe will steel, aluminum, brass, PVC, CPVC allow the proper amount of sealant and ABS. Operating temperature to remain in the connection. Wipe off CAlJi S66,MSDS fqi,`1' ranges-50 f to 500 f. excess sealant. Pipefit®will not dry �i�rtstrt�Ctlons Wash hands l thc�raughly af#er each it out under normal conditions. Never use dope and tape together. Keep �See;Matenal Safety covered when not in use to avoid tee1 for acdlfi�rtaf:saety anti disposal mfrmtlt � contamination. Some settling of � 1cdtat "FBC'"System Compatible indicates the product may occur. Occasional ia ' x this product has been tested by stirring may be necessary.Two year, Lubrizol Advanced Materials and shelf life. { is monitored on an on going basis to bra �, rr assure chemical compatibility with Disclaimerwo 3 FlowGuard Gold®, BlazeMaster®, and DO NOT ALTER THE CONSISTENCY i Rk Corzan®pipe and fittings. OF THIS PRODUCT. Use as is direct) g /X, "` a P P 9 Y 6 ,, from the container. Keep away from A .£�. �a your mouth and eyes. If eye contact ry ` 3198 LIONSHEAD AVE OCCUrS,flush with water for 5 minutes. ��`' � CARLSBAD, CA 92010 � � g TEL 1 760 599-1168 If discomfort persists get medical +1 800 344 1622 attention. s . ,v FAX+1 800 344 3775 k Illlllr- 8,F,&11 ©2012 Fire Protection Products,Inc.FPP/a,LubeRtO are registered trademarks of Fire Protection Products,Inc. ' FBC'",BlazeMasters,FlowGuard Goldr and Corzan®are re istered trademarks of Noveon IP Holdin s Co LA D ' FPPI High Density Tape 11-ISLUON F P P I Description Designed for use in difficult sealing applications. It is ideally suited for Anti-Freeze y, 3 filled sprinkler systems which are more subject to thread leakage than water filled; systems. Manufactured to meet MIL Spec AA58092.Thickness is 0.09mm with density of 1.2g/cu cm. f Installation pecifICat� ns Place end of tape on pipe thread 1/s"from end of pipe. x M #erl 1.Wrap tape around pipe with 70% overlap=3 layers all the way around the male r 100°�u virgin PTFE thread.Stretch tape enough to pull into the thread without causing the thread 1� f tape to shred. Overlap back to the starting point. 2. Press tightly on tape and break it. Pipe thread is now ready for joining. r 3. Joint should be tightened according to the fitting or device manufacturers' specifications. > f NEVER USE PTFE PIPE THREAD SEALING TAPE AND PASTE TOGETHER. f Seal integrity will depend on the quality of the male and female thread,fluid , pressure, and the nature of fluid being sealed.The 70% overlap is acceptable "EA under normal water use with fixtures in normal repeated use condition. z Higher risk applications may require greater overlap or the use of high density n thread sealing tape. 0 s Y af3p a to f1 P rs r �r 5937 DARWIN CT.SUITE 105 CARLSBAD,CA 92008 � +1 (800)344-1822 +1 (800)344-3775 FAX 3f m 0 2018 Fire Protection Products,Inc. ThreadFitO CLEAR Thread Cutting Oil UMSToN F P P I® Description ThreadFit®CLEAR Thread Cutting Oil for Sprinkler Pipe is an excellent heavy duty, light colored cutting oil for all types of ferrous metal. It's special combination of anti-wear and anti-weld additives provides all the necessary lubricity and cooling modern pipe threading operations require.This balanced I combination of additives will help improve die life and thread quality over � fl other cutting oils and is Chlorine free.ThreadFit Clears low smoke/low odor formulation makes it ideal for use in high speed threading applications. 3 a� r k Features Installationpeo� > �or� , � • Heavy Duty Cutting Oil ThreadFit®can be used inyj xFy • Excellent Tool Life automatic and hand held Appearance ler'am ber1tgalr y • Chlorine Free applicators. Fill oil reservoir ° aeltaginN-11g • All types of ferrous metal or pipe according to equipment « • Improved Surface Finish manufacturers specifications. 5g1 Pall t 5 I'd • Low Odor Mixing of different types ? g1 7 • Low Smoke of threading oils is not recommended. DO NOT ALTER ' A � Nktrt aortae y THE CONSISTENCY OF THIS wasthor'o46lwttscaap<;' an,l'watar ,y",pntad. lush PRODUCT. Use as is directly q eyeswtthr�tater#orat Fast from the container. Change 15►mutes d s$k iraedtcfal o regularly for optimum Att6hVdn Ingestfon oil re -,,consult' 9 Ya physlcsan lmnted} tely `� `� performance. Contains petroleum ' fs�haatlan move affected A oil.Avoid breathing mists or 4� p$isvn�s to fresFr a!r and se, vapors.Avoid eye contact and e SIBSOr I SYSTEM COMPATIBLEInStr61G[�S ` prolonged or repeated contact Spearse Compatible FBC-System Compatible indicates that ThreadRO indicates that this product with skin.Wear safety glasses Spi(l;xr beak ` ak;up with '` CLEAR Thread Cutting has been tested,and is Oil has been tested b monitored on an ongoing or goggles. Use good personal �n, 11 hsorbent Compound Y 9 �9 9 g9 9 P �.' Spears$Manufacturing to be basis,to assure its chemical c I'ol�Qwk lSgt$,lQCal, ,Cler$I compatible withRameguar& compatibility with FlowGuard hygeine. Dispose of used oil in �^ 19tltCCSnS for pipe and fittings. Gold°,81azeMaster®and CIISpC7Sal Corzan®pipe and fittings, accordance with all local, State - Darpxsllut Carisereiour FBC~,RowGuardGol&, and Federal ordinances and rssnurces FBI ss ,recyc[ethls { ® r�yv h���� a BlazeMastei®andCorcan C0f1CcilpeCag y are licensed trademarks of regulations. Consult Material The Lubrizol Corporation or ` � ANt7 . its affiliates. Safety Data Sheets for additional S8E 5ae#y pate Sheet for safety and handling information. addt tonal safst a'nd disposal, DO NOT MIX WITH OTHER Y tinfpt natlt n ,wwwfpplMcatt 3198 LIONSHEAD AVE THREAD CUTTING OILS OR 1 CARLSBAD, CA 92010 his praduG t gtsfereI, ., TEL+1 760 599-1168 CONTAMINANTS. v�vliWCHEM7REC,a 24 haur� +1 800 344-1822 e tl ertcy�iotk74 T.... rrr yy FAX+1 800 344 3775 1. C/t$C�rf' �i �2 -� QQ z 02015 Fire Protection Products,Inc.FPPIa,ThreadRri"are registered trademarks of Fire Protection Products,Inc. � s MADN DI u S.A `' F Brim r Product Information Bulletin 64 Outwater Lane, Garfield, NJ 07026 Ph: 973-340-7889 Fax: 973-340-7809 Fire/Sprinkler Signs I !,�I I� 1 • � � III IALARM LINE SYSTEM BE I � " MUST OPEN Trade Hanne or B4 IN CASE OF FlpE 00 NOT SHUT VALVE Solution Concentration: UNTIL FIRE 15 ENTIRELY OUT System Want. 90ons /4"X 9"73�"" SPR-16 SPR-17 SPR-18 5x7'1 7"x10" 5x7"1 7"x10' 5x7'1 7"x10" CONTROL CAUTIONDo not close until aftmJhe has been .hnt.ft apply to asifia'y equipment. Am inatic ahrm may he sounded if this SPR-20 SPR-21 7x5" 110x7" 7x5" 1 10x7" Sprinkler Plates SPR-3 SPR-4 SPR-5 SPR-6 SPR-7 SPR-8 6"x 2" 6"x 2" 6"x 2" 6"x 2" 6"x 2" 6"x 2" • •• SPR-9 SPR-10 SPR-11 SPR-12 SPR-13 SPR-14 6"x 2" 6"x 2" 6"x 2" 6"x 2" 6"x 2" 6"x 2" 11 MAIN DRAIN 11 DRAIN VALVE INSPECTORS TEST SPR-22 SPR-23 SPR-24 25752 25750 25758 6"x 2" 6"x 2" 6"x 2" 6"x 2" 6"x 2" 6"x 2" Product Description: Materials: Sprinkler system plates comply with the National • .020"thick Rust Free White Aluminum Board of Fire Underwriters(NFBU)Standard No. 13. •Aluminum does not rust or break,graded for outdoor use. Line plates can be used throughout the piping system •4 pre-drilled holes @ 0.218"and Square Corners as markers or applied as valve tags. •Printed with UV Resistant Inks Temp Range:-40°F to 212°F DATE: / / JOB: CONTRACTOR: www.pipemarker.com I sales@pipemarker.com Toll Free: 800.274.6271 1 Toll Free Fax: 800.279.6897 Y i Page f of 5 N '._. I'K"j Model XT-1 Upright Sprinklers bg VlHcranvnpagre H nycHere npogyKra B eKcnnoarauNA Iv Produkta iemontesanu un ekspluatacijas saksanau camo aKo CnegHara 14HCTpMt4.l a ACHo pa36paHa. veikt tikai tad,ja dota instrukcija it pilnTba saprasta. cs Namontujte a spusfte do provozu produkt pouze It Produktq montuokite it prad6kite eksploatuoti tik tehdy, kdy2 jste jasne pochopili tento n6vod. tuomet,jei ai§kiai suprantate§iq instrukcija. Du ma kun montere og idriftsestte produktet,hvis du Installa u haddem il-prodott biss jekk 1-istruzzjonijiet li de har forstaet folgende vejledning til fulde. mt gejjin jinftiehmu b'mod Car. Produkt nur einbauen and in Betrieb nehmen,wenn Product alleen installeren en in gebruik nemen,als de die nachfolgende Anleitung klar verstanden wird. ril de volgende instructies begrepen zijn. H EyKardaTavq Kai A§Qrl vE AEiroupyia mu rrpdi6vros Ikke installer og to i bruk produktet uteri at folgende el Ernrp€rr0vra1 p6vo Edv of aK6Aou6Es o6gy1Es§Xouv no anvisninger er tydelig forstfitt. - yivEi Karavor)r§S. en Do not install and commission the product unless you l Produkt nale2y montowad i uruchamiad tylko wtedy, have clearly understood the instructions below. p gdy ponitsze instrukcje sq w pelni zrozumiale. Instalar el producto y ponedo en funcionamiento solo Instalar a colocar o produt em funcionamento es cuando se hayan comprendido claramente las pt somente se as instrug6es a seguir forem claramente siguientes instrucciones. compreendidas. et Paigaldage toode ja kasutage seda ainult siis,kui ro Montati produsul si puneti-I in functiune numai dacd saate alljargnevast juhendist selgelt aru. instructiunea urm6toare este injeleas6 clar. Tuotteen saa asentaa ja ottaa k6ytt66n vain,Jos He ycraHaenure04-re N He npil!Wmadre fl j6ljemp6n6 oleva ohje ymm6rret66n selv6sti. ru o60pyg013aHL4e B 3KcnnyaraLAwio,ecn14 Bbi 4erK0 He noHflnN NHCTpyK414L4 HA)Ke fr N'installer et ne mettre en service le produit que si les sk Namontujte a spustite do preveidzky grobok iba instructions suivantes ont 6M clairement comprises. vtedy, pokiaf ste jasne pochopili tento n6vod. ga N6 d6an an t6irge a shuiteail agus a choimisiunu sl Izdelek vgradite in za2enite samo,de ste dobro mura dtuigeann to na treoracha thios go soileir. razumeli navodila v nadaljevanju. hr Ne instalirajte i ne pu§tajte proizvod u rad ako piste sr He Mcrant4pajre H He nywrajre np0r43130q y paq aKo jasno razumjeli donje upute. HNcre jaCHo pa3yMenrn ynyrcTsa y HacraBKy. Csak akkor 6pitse be a term6ket 6s helyezze Montera och drifts6tt produkten endast om du f6rst6r hu Uzembe,ha a k6vetkez6 utmutat6t egy6rtelmGen sv den efterf6ljande instruktionen. meg6rtette. Is Settu ekki upp eba taktu v6runa I notkun nema pu tr Asagidaki talimatlan agikga anlamadan UrUnO hafir skili6 greinilega lei6beiningarnar h6r ab ne6an. kurmayin ve devreye almayin. it Montare it prodotto a metterlo in funzione solo se si Sono compriese appieno le seguenti istruzioni. 1. PRODUCT IDENTIFICATION This document covers the following products, hereafter referred to as"sprinkler": • VK1001 Standard Response Upright Sprinkler K5.6 (80.6) • VK2001 Standard Response Upright Sprinkler K8.0 (115) • VK2002 Standard Response Upright Sprinkler K8.0 (115) • VK3001 Quick Response Upright Sprinkler K5.6 (80.6) • VK3501 Quick Response Upright Sprinkler K8.0 (115) • VK3502 Quick Response Upright Sprinkler K8.0 (115) • OTHER APPLICABLE DOCUMENTS 2. OTHER APPLICABLE DOCUMENTS For intended use and relevant conditions for the safe use of the specific sprinkler refer to the appropriate Technical Data Sheet. F_030822 Rev 01 August 25,2022 t Page 1 of 6 QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK360 (K8.0) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTIONS Viking Quick Response Horizontal Sidewall Sprinkler VK360 is a thermosensitive glassk � : f bulb spray sprinkler available in several different finishes and temperature ratings tos meet varying design requirements.The special Polyester and Electroless Nickel PTFE ' (ENT)coatings can be used in decorative applications where colors are desired. In ad- '' dition,these coatings have been investigated for installation in corrosive environments and are listed/approved as indicated in the Approval Chart(s). ,r :3, 2. LISTINGS AND APPROVALS „ e cULus Listed: Category 4c g ry VNIV Refer to e Approval Chart and Design Criteria for Listing requirements that must be followed a x 3. TECHNICAL DATA F A Specifications: Q WARNING:Cancer and Reproductive Harm- Available since 2009. +- www.P65Warnings.ca.gov Minimum Operating Pressure: 7 psi (0.5 bar) Maximum Working Pressure: 175 psi(12 bar). Factory tested hydrostatically to 500 psi (34.5 bar) Thread Size:3/4"(20 mm) NPT Nominal K-Factor: 8.0 U.S. (115.2 metric*) Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to-65 °F (-55°C) Overall Length: 2-5/8"(66 mm) Covered by the following US Patent Nos: 7,854,269 and 7,712,218 Material Standards: Sprinkler Frame: Brass UNS-C84400 Deflector: Brass UNS-C23000 or Phosphor Bronze UNS-051000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Pip Cap and Insert Assembly: Copper UNS-Cl1000 and Stainless Steel UNS-S30400 Compression Screws: 18-8 Stainless Steel Yoke: Phosphor Bronze UNS-051000 Ejector Spring: 17-7 Stainless Steel For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pip Cap-ENT Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Horizontal Sidewall Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the ap- propriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass=A, Chrome= F,White Polyester=M-/W, Black Polyester=M-/B, and ENT=JN Temperature Suffix(°F/°C): 135°/57°=A, 155°/68° = B, 175°/79°= D, 200°/93°= E For example, sprinkler VK360 with a Brass finish and a 155°F/68°C temperature rating=Part No. 15591AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: A. Standard Wrench: Part No. 21475M/B (available since 2017). B.Wrench for recessed sprinklers with protective shields: Part No. 13655W/B* (available since 2003) "A'/z"ratchet is required(not available from Viking). Sprinkler Cabinets: A. Six-head capacity: Part No. 01724A(available since 1971) B.Twelve-head capacity: Part No. 01725A(available since 1971) Form No. F_092508 20.06.04 Rev 20.1 Replaces Form F_092508 Rev. 19.2 (Removed Black PTFE) Page 2 of 6 QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK360 (c8.0) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupine.com 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions,the heat-sensitive liquid in the glass bulb expands,causing the glass to shatter, releasing the yoke, pip cap, and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY Viking Quick Response Horizontal Sidewall Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Protective Wrench Sprinkler Flat Shield 0 21475 m Figure 1: Standard Sprinkler Wrench 21476M/B Form No. F_092508 20.06.04 Rev 20.1 Page 3 of 6 QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK360 (K8.0) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com TABLE 1:AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 OF (65 °C) Green Sprinkler Finishes: Brass, Chrome, White Polyester34, Black Polyester3-4, and ENT3.4.5 Corrosion Resistant Sprinkler Coatings:White Polyester34, Black Polyester3,4, and ENT3,4,e .Footnotes 'The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion tests required by the approving agencies as indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers,the coatings indicated are applied to the exposed exterior sur- faces only. For ENT automatic sprinklers,the waterway is coated. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. 4 cULus Listed as corrosion resistant. 5 ENT finish is not available in 135°F(57°C). Sprinkler Wrench Part No. 13655W/B)K Must be used with Coated and/or Recessed Sprinkler VK360, (Recessed Sprinkler VK360 is shown.) Fit the wrench over the sprinkler and protective shield as shown, Protective (Note the orientation of Sprinkler the shield in the wrench,) Shield y _�1 r, o I r j-17a—+----- — —— — — � I L )KNotel A 1/2" ratchet I required (not available from Viking), Figure 2: Installation of Coated and/or Recessed Sprinkler VK360 Form No.F_092508 20.06.04 Rev 20.1 Page 4 of 6 QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK360 (K8.0) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Base Part Maximum Thread Size Nominal Overall Length Listings and Approvals3 Number' Pressure SIN K-Factor (Refer also to Design Criteria) NPT BSP U.S. metrW Inches mm cULus' NYC 15591 1 VK360 175 psi 3/4" 20 mm 8.0 115.2 2-5/8 66 A1X,62Y See Footnote 5. Approved Escutcheons Approved Temperature Ratings X - Installed with standard surface-mounted escutcheons Approved Finishes A-135°F(57°C),155°F(68°C),175°F 1 - Brass, Chrome, White Polyesters.', and or recessed with the Viking Micromati& Model E-1 or (79°C),and 200°F(93°C) and Black Polyesters' E-2 Recessed Escutcheon, or the Model G-1 Recessed B- 155°F(68°C), 175°F(79 °C), and 2-ENT6 Escutcheon 200°F(93°C) Y- Installed with standard surface-mounted escutcheons or recessed with the Viking Micromatic Model E-1. Footnotes 'Base part number shown.For complete part number,refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3This table shows the listings and approvals available at the time of printing.Other approvals may be in process. 4 Listed by Underwriters Laboratories Inc.for use in the U.S.and Canada. 5 Meets New York City requirements,effective July 1,2008. s cULus Listed as corrosion-resistant. 'Other colors are available on request with the same Listings and Approvals as the standard colors. Celling Note top and bottom of the deflector, The top surface is narked 'TOP'. The sprinkler MUST be oriented as shown, 4' (100 mm) Keep leading edge of minimum the deflector oriented to 12' J FK360 Low parallel to the ceiling. (304.8 mm) T" To of Measure from top of maximum p deflector to ceiling. deflector 175'F 79'C a� to p p Bottom of d deflector Keep the sprinkler frame arms oriented parallel to the ceiling. Figure 3: Correct Deflector Orientation Form No. F 092508 20.06.04 Rev 20.1 I r Page 5 of 6 WIN QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK36O (K8.0) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com cULus Listing Requirements: Quick Response Horizontal Sprinkler VK360 is cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for sidewall standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • Locate the deflector 4"to 12"(102 mm to 305 mm)below the ceiling. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. • Minimum spacing allowed is 6 ft.(1.8 m). • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed. DEFLECTOR POSITION:Install sprinkler VK360 with the leading edge of the deflector and the sprinkler frame arms oriented parallel to the ceiling(see Figure 3).THE TOP SURFACE OF THE DEFLECTOR IS MARKED"TOP".The,sprinkler must be oriented as shown in Figure 3. IMPORTANT:Always refer to Bulletin Form No. F_091699-Care and Handling of Sprinklers.Also refer to Form No.F_080614 for general care, installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, FM Global, LPCB,APSAD,VdS or other similar organiza- tions,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. Wall Opening Size: 2-5/16' (58:7 mm) minimum 2-1/2' (63:5 mm) maximum 2-1/2' 2-5/8' (63:5 mm) (66 mm) IN 3/4' (20 mm) Sprinkler VK360 ''i`i'•.'' NPT ;'•"•''s; Installed with a standard 1/8' (3,1 mm) surface-mounted escutcheon: Figure 4: Sidewall Sprinkler VK360 Dimensions with a Standard Escutcheon Form No. F_092508 20.06.04 Rev 20.1 Page 6 of 6 QUICK RESPONSE N Ila I W-- j ■ HORIZONTAL SIDEWALL SPRINKLER VK360 (K8.0) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com WaU Opening Size: 2-5/16' (58,7 mm) Minimum 2-1/2' (63,5 mm) maximum 1-3/4' 1-1/2' (45 mm) (38 mm) Minimum Minimum (5544 mm) 2-1/8' (54 mm) � 2-1/2' (63,5 mm) 2-1/8' Maximum (54 mm) Maximum Installed with a Model E-2 Thread-on Recessed Escutcheon. Installed with a Micromatic Model E-1 Recessed Escutcheon. Figure 5: Sidewall Sprinkler VK360 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Wall Opening, 1/8' 2-5/8' (66 mm) Minimum (3.2 mm) 3-3/4' (95 mm) Maximum �I Ad justalale Adjustable Outer Cup Adapter Ring 2-5/8' 4- (66 mm) (102 mm) Depth; 1-1/16' C27 mm) 1-1/16' Maximum Recess; (27 mm) 1/2' (12.7 mm) Figure 6: Sprinkler VK360 Dimensions with the Model G-1 Escutcheon Form No. F_092508 20.06.04 Rev 20.1 Replaces Form F_092508 Rev. 19.2 (Removed Black PTFE) Page 1 of 7 VK3001 Quick Response Upright Sprinkler K5.6 (80.6) 1. PRODUCT IDENTIFICATION This document covers the following product, hereafter referred to as"sprinkler": VK3001: Quick Response, Standard Coverage, Upright, K5.6 (80.6)Sprinkler. 2. INTENDED USEa The sprinkler is intended to be used in automatic fire sprinkler systems as allowed by applicable approval authorities. The sprinkler must be used in accordance with: 1. the sprinkler's Listings,Approvals, and associated design requirements. 2. the recognized design and installations standards issued, for example NFPA, FM, EN,VdS, or LPCB. 3. the latest revisions of all applicable manufacturer's documentation. Governmental codes, ordinances, and standards may apply and may differ from one another. A WARNING Cancer and Reproductive Harm www.P65Warnings.ca.gov 3. LISTING AND APPROVALS Refer to section 5 for details and requirements that must be followed. cULus Listed -MAS VdS Approved FM Approved U K UKCA Approved C CE MED Approved (r' LPCB Approved China Approved F_l10420 Rev 03 March 2024 • Page 2 of 7 VK3001 Quick Response Upright Sprinkler K5.6 (80.6) 4. TECHNICAL SPECIFICATIONS 4.1 Definitions Standard Upright Sprinkler:A sprinkler intended to be oriented with the deflector above the frame so water flows upward through the orifice, striking the deflector and forming an umbrella-shaped spray pattern downward. These sprinklers are marked"SSU" (Standard Spray Upright)or"UPRIGHT"on the deflector. Corrosion-Resistant Sprinkler:A special service sprinkler with non-corrosive protective coatings, or that is fabricated from non-corrosive material, for use in atmospheres that would normally corrode sprinklers. Sprinklers can be ordered as corrosion resistant sprinklers and can be used with escutcheons when allowed by the approval body. 4.2 Ratings and Physical Characteristics Rreter . Vetae ,. .. r Minimum operating pressure 7 psi(0.5 bar) Maximum rated pressure UL:250 psi(17 bar)FM and CE: 175 psi(12 bar) Factory tested pressure 500 psi(35 bar) Thread size 1/2"NPT or 15 mm BSPT Nominal K-factor 5.6 U.S.(80.6) Minimum temperature rating(glass bulb) -65°F(-55°C) 4.3 Markings and Dimensions KI �... w« �... A,: , F { B_�w P Figure-1:Markings Figure-2:Dimensions Fief De 1011 A Response type QR:Quick Response B Listings and Approvals See sections 3 and 5 C Sprinkler type SSU:Standard Spray Upright D Manufacture date(year) See marking E Nominal temperature rating See marking F Manufacturers Sprinkler Identification Number(SIN) VK3001 G Nominal pipe engagement 7/16"(11 mm) H Height 1-15/16"(49 mm) F_110420 Rev 03 March 2024 Page 3 of 7 VK3001 Quick Response Upright Sprinkler K5.6 (80.6) 4.4 Materials of Construction NOTICE: Do not disassemble the sprinkler. r20NL� 3 ...... ...... Figure—3 Sprinkler Components VIE , "'N ,q 11 1 Compression screw Brass CW612N,CW508L,UNS-C36000 or UNS-C26000 2 Deflector Stainless steel UNS S30400 3 Sprinkler body CW602N, UNS-C84400 or QM brass 4 Pip cap seal Polytetrafluoroethylene(PTFE) 5 Pip cap shell Stainless steel UNS-S44400 6 Belleville spring Nickel alloy 7 Pip cap disc Stainless steel U NS-S301 00 8 Bulb Glass,nominal 0.10"(3 mm)diameter FJ10420 Rev03 March2024 . . Page^ovr VK3001 Quick Response Upright Sprinkler K5.6 (80.6) 5. LISTING AND APPROVAL DESIGN REQUIREMENTS 8'1 Listing and Approval Specifications 23869 1/211 — Al Al Al Al Al Al Al 23881 — 15 mm Al Al Al Al Al Al Al Approval Specification (Temperature Ratings)Key: Approval Specification (Finishes) Key: I = Brass, Chrome, White Polyester 2.3, Black Polyester2,3, and ENT 3,4 1 For complete part number,refer to Viking's current price list. 2 For White Polyester and Black Polyester,other colors are available upon request and will carry the same Listings and Approvals as the standard colors. 3 cULus Listed as corrosion-resistant. 4 FM Approved as corrosion-resistant. 5.2 cULus Listing Requirements and Details The sprinkler is cULus Listed as indicated in Table 5.1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. This sprinkler is designed for use in light and ordinary hazard occupancies. 5.3 FM Approval Requirements and Details The sprinkler is FM Approved as quick response Non—Storage upright sprinkler as indicated in the FM Approval Guide. The sprinkler is also approved for use in FM Approved vacuum dry sprinkler systems with a maximum supervisory vacuum pressure of—3 psi (-207 mbar). FM Global Loss Prevention Data Sheetscontain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. For specific application and installation requirements, refer to the latest applicable FM Loss Prevention Data Sheets(including Data Sheet 2-0). 5'4 Additional Approval Requirements and Dots1Um Refer to Table 5.1 for approved configurations allowed by each of the following approvals. " CECPFl: Standard EN1225S-1:188S+A3:2OD8; Declaration of Performance OOP'VN3OO1. " LPCB: Standard EN1225B-1:1S88+A3:2OO8; Certificate Number OQ8m. ^ Vd@: Standard EN13258-1:1S8Q+A3:2OOO' Certificate Number G422OD6. ' " UKCA: Standard EN12259'1:1SQ8+A3:2OO8; Declaration of Conformity UKCAOOC|_GOO48. " K8ED: Standard EN1225S-1:188Q+A3:2OOG; Declaration of Conformity DOC_MEO—XT1. ^ China Approval:Approved according bo China GBstandard. For specific application and installation requirements, refer to the latest applicable governmental codes, ordinances, and standards for the installation location. pJ10420 Rev 03 Murco20c* Page 5 of VK3001 Quick Response Upright Sprinkler K5.6 (80.6) 5.5 Corrosion-Resistant Coatings The corrosion resistant coatings have passed the standard corrosion tests required by the approving agencies and are listed and approved as indicated in Table 5.1. These tests do not represent all possible corrosive environments. The Electro-less Nickel PTFE (ENT)finish passed the UL 199 thirty day corrosion test and is cULus listed and FM Approved as corrosion resistant. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway. Prior to installation, verify that the coatings are compatible with, or suitable for, the proposed environment. The ENT finish has not been evaluated for environments containing chlorine, such as indoor swimming pools. It is not recommended for these applications. 5.6 Sprinkler Guards and Water Shields The sprinkler is approved for use with the Model XG Sprinkler Guard and the Model XWU upright water shield. Refer to the Guards and Water Shields for XT1 Sprinklers technical data sheet for more information. 5.7 Available Temperature Ratings Viking sprinklers are available in several temperature ratings that relate to a specific temperature classification. Applicable installation rules mandate the use and limitations of each temperature classification. In selecting the appropriate temperature classification, the maximum expected ceiling temperature must be known. When there is doubt as to the maximum temperature at the sprinkler location, a maximum-reading thermometer should be used to determine the temperature under conditions that would show the highest readings to be expected. In addition, recognized installation rules may require a higher temperature classification, depending upon sprinkler Iodation, occupancy classification, commodity classification, storage height, and other hazards. In all cases, the maximum expected ceiling temperature dictates the lowest allowable temperature classification. Sprinklers located immediately adjacent to a heat source may require a higher temperature rating. F 110420 Rev 03 March 2024 Page 6 of 7 l VK3001 Quick Response `! Upright Sprinkler K5.6 (80.6) 6. ORDERING PROCEDURE 6.1 Sprinkler 1. Choose a sprinkler base part number with the required thread size and listing or approval (refer to section 5): 2. Add the suffix for the desired finish. 3. Add the suffix for the desired temperature rating. NOTE.For Polyester, insert the desired temperature rating suffix where the dash H is shown. EXAMPLE: 23869MBIW=VK3001 with white polyester finish and 155 OF(68 °C) nominal temperature rating.This sprinkler is to be installed into an area with a maximum ambient temperature of 100 OF (38°C). ..,.,,+,_ .,cis• a s j Nomilnal See rip, Suffilx, Teii perature Ulfi1X otar Cei1 Rafi�>f>Ig G 9 ., ',empeto W 23869 1/2"NPT Brass A 135°F(57°C) Orange 100 OF(38°C) A 23881 15 mm BSPT Chrome F 155 OF(68°C) Red 100 OF(38°C) B 26755* 15 mm BSPT White Polyester M-NV 175 OF(79°C) Yellow 150°F(65°C) D *Only for China Black Polyester M-/B 200°F(93°C) Green 150°F(65°C) E ENT JN 286 OF(141 °C) Blue 225 OF(107°C) G OPEN — — Z 6.2 Spri nkler Accessories 3 Figure—4:Sprinkler Accessories Rot y� a P�Itrfi Number, Trilliidl 1) 23559MB Straight wrench: required for proper installation 2) 01724A Sprinkler cabinet: holds up to 6 sprinklers 3) 01725A Sprinkler cabinet: holds up to 12 sprinklers(not shown) F_110420 Rev 03 March 2024 Page 7 of 7 VK3001 Quick Response Upright Sprinkler K5.6 (80.6) 7. CONTACT The sprinkler and accessories are available through Viking distributors only. Contact your local Viking sales office which can be found on our website: Americas and Asia:www.vikinggroupinc.com/locations OR Europe, Middle East,Africa (EMEA): www.viking-emea.com/contact Manufacturer: Importer EU: Asia Pacific(APAC) Main Office: The Viking Corporation Viking S.A. The Viking Corporation(Far East)Pte. Ltd. 5150 Beltway SE 21,Z.I, Haneboesch 69 Tuas View Square Caledonia,MI 49316 L-4562 Differdange/Niederkom Westlink Techpark,Singapore 637621 Tel.:(800)968-9501 Tel.:+352 58 37 37—1 Tel:(+65)6 278 4061 Fax:269-818-1680 Technical Services: 1--877-384-5464 Fax:+352 58 37 36 Fax: (+65)6 278 4609 techsvcs@vikingcorp.com vikinglux@viking—emea.com vikingAPAC@vikingcorp.com F 110420 Rev 03 March 2024 i r Page 1 of 5 • ' ' Model XT-1 Upright Sprinklers bg WHcrarmpamTe In nycHere npogyKra B eKcnnoaTaLINs Iv Produkta iemonteganu un ekspluatacijas sakganau camo aKo rnegHara 14HcrpyKuwA a scHo pa36paHa. veikt tikai tad,ja dota instrukcija it pilnbg saprasta. cs Namontujte a spustite do provozu produkt pouze It Produktq montuokite it pradekite eksploatuoti tik tehdy, kdy2 jste jasne pochopili tento n6vod. tuomet,jei aiskiai suprantate sia instrukcija. de Du mb kun montere og idriftsartte produktet,hvis du Mt Installa u haddem il-prodott biss jekk 1-istruzzjonijiet li har forstget fslgende vejledning til fulde. gejjin jinftiehmu Umod tar. de Produkt nur einbauen and in Betdeb nehmen,wenn ni Product alleen installeren en in gebruik nemen,als die nachfolgende Anleitung klar verstanden wird. de volgende instructies begrepen zijn. H EyKaTdcrTQQn Kai eltt7n aE AEIMUpyia mu Trp016vTos Ikke installer og to i bruk produktet uteri at folgende el MiTptrrovTal p6vo Edv oI aK6Aou6Es o6ny[ES tXouv no anvisninger er tydelig forstatt. ylvEI KaTavonTts. en Do not install and commission the product unless you i Produkt nalefy montowa6 i uruchamia6 tylko wtedy, have clearly understood the instructions below. p gdy ponitsze instrukcje sq w petni zrozumiale. Instalar el producto y ponedo en funcionamiento solo Instalar a colocar o produto ern funcionamento es cuando se hayan comprendido claramente las pt somente se as instruc6es a seguir forem claramente siguientes instrucciones. compreendidas. et Paigaldage toode ja kasutage seda ainult siis,kui ro Montati produsul si puneti-1 in functiune numai dace saate alljergnevastjuhendist selgelt aru. instructiunea urmetoare este Tntelease clar. fi Tuotteen saa asentaa ja ottaa k6yttb6n vain,jos He ycTaHaBnL4130Te N He nPHMmaNTe ru o6opygoaaHwe B aKcnnyarayHw,ecnul BbI 4eTKo He jeljempane oleva ohje ymmerrete6n selvesti. noHgJIL4 InHCTpyK ML4 HW)Ke fir Wristaller et ne mettre en service le produit que si les sk Namontujte a spustite do prev6dzky vyrobok iba instructions suivantes ont 6t6 clairement comprises. vtedy, pokial'ste jasne pochopili tento n6vod. ga N6 d6an an t6irge a shuiteail agus a choimisiunu si Izdelek vgradite in za2enite samo,de ste dobro mura dtuigeann to na treoracha thios go soileir. razumeli navodila v nadaijevanju. hr Ne instalirajte i ne pugtajte proizvod u rad ako niste sr He McTanwpajre H He nywrajTe npol43130q y paq aKo jasno razumjeli donje upute. Hincre jacHo pa3ymenl4 ynyrcTBa y HacraBKy. Csak akkor 6pitse be a term6ket 6s helyezze Montera och driftsett produkten endast om du f6rst6r hu tlzembe,ha a k6vetkez6 utmutat6t egy6rtelm0en sv den efterf01jande instruktionen. meg6rtette. Is Settu ekki upp e6a taktu v6runa I notkun nema p6 tr ASagldaki talimatlan agikga anlamadan OrOnO hafir skili6 greinilega lei6beiningarnar h6r a6 ne6an. kurmayln ve devreye almayln. it Montare it prodotto a metterlo in funzione solo se si sono comprese appieno le seguenti istruzioni. 1. PRODUCT IDENTIFICATION This document covers the following products, hereafter referred to as"sprinkler": • VK1001 Standard Response Upright Sprinkler K5.6 (80.6) • VK2001 Standard Response Upright Sprinkler K8.0 (115) • VK2002 Standard Response Upright Sprinkler K8.0 (115) • VK3001 Quick Response Upright Sprinkler K5.6 (80.6) • VK3501 Quick Response Upright Sprinkler K8.0 (115) • VK3502 Quick Response Upright Sprinkler K8.0 (115) • OTHER APPLICABLE DOCUMENTS 2. OTHER APPLICABLE DOCUMENTS For intended use and relevant conditions for the safe use of the specific sprinkler refer to the appropriate Technical Data Sheet. F_030822 Rev 01 August 25,2022 Page 1 of 6 MICROFAST@ QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER .10 ,Wj VK306 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 1. DESCRIPTION The Viking MicrofastO Quick Response Horizontal Sidewall Sprinkler VK305 is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Ice coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in Approval Charts. 2. LISTINGS AND APPROVALS 0 Ps cULus Listed:Category VNIV FM Approved: Class 2020 China Approval:Approved according to China GB Standard *WARNING:Cancer and Reproductive Harm- Refer to Approval Charts and Design Criteria for listing and approval requirements that must www.P65Wam1ngs.ca.gov be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to 175 psi(12 bar)water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Nominal K-Factor:5.6 U.S. (80.6 metric*) *Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Overall Length:2-3/4"(68 mm) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy,coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pip cap-ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast®Quick Response Horizontal Sidewall Sprinkler VK305 by first adding the appropriate suffix for the sprin- kler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass=A, Chrome=F,White Polyester=M-/W, Black Polyester= M-/B, and ENT=JN Temperature Suffix: 135°F/57*C=A, 155°F/68*C= B, 175°F/79°C=D,200*F/93°C= E, and 286°F/141 °C=G For example, sprinkler 12997 with a Brass finish and a 155*F/68 °C temperature rating=Part No. 12997AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: A. Standard Wrench: Part No.21475M/B (available since 2017). B.Wrench for recessed and/or wax coated sprinklers: Part No. 13655W/B**(available since 2006) **A%"ratchet is required(not available from Viking). Form No. F_060914 19.11.21 Rev 19.2 Replaces form F_060914 Rev. 19.1 (Revised China approval.) Page 2 of 6 MICROFAST®QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler Cabinets: A. Six-head capacity: Part No. 01724A(available since 1971) B.Twelve-head capacity: Part No. 01725A(available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions,the heat-sensitive fusible link disengages,the pip cap and spring are released,and the waterway is opened. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY Viking Microfast® Quick Response Horizontal Sidewall Sprinkler VK305 is available through a network of domestic and interna- tional distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Flat Figure 1: Standard Sprinkler Wrench 21475MIB Form No. F_060914 19.11.21 Rev 19.2 Page 3 of 6. MICROFASTO QUICK N,-% ' .. RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings M149058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Ordinary 135°F(57°C) 100°F (38 °C) Orange Ordinary 155°F (68 °C) 100°F (38 °C) Red Intermediate 175-F (79 °C) 150°F(65°C) Yellow Intermediate 200 °F (93 °C) 150°F(65°C) Green High 286°F(141 °C) 225°F(107°C) Blue Sprinkler Finishes: Brass, Chrome,White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings3:White Polyester, Black Polyester, and ENT Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts.These tests cannot and do not represent all possible corrosive environments.Prior to installation,verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment.For automatic sprinklers,the coatings indicated are applied to the exposed exterior surfaces only. For ENT coated sprinklers,the waterway is coated.Note that the spring is exposed on sprinklers with Polyester,and ENT coatings. Step 1: Carefully slide the wrench sideways around the deflector,ensuring en- gagement with the sprinkler wrench flats. PE y l Sprinkler wrench 13655W/B** 3 " must be used for installing , n � wax coated sprinklers. mbH **A 1/2"ratchet is required Step 2: Carefully press the wrench onto the (not available from Viking) sprinkler wrench flats. Figure 2: Wrench 13655W/B for Recessed Sprinklers Form No.F_060914 19.11.21 Rev 19.2 Page 4 of 6 MICROFASTO QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK306 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler Thread Size Nominal K-Factor Overall Length Listings and Approvals' Base Part SIN (Refer also to UL Design Criteria.) Number' NPT BSPT U.S. metric2 Inches mm cULus• China Approval 12997 VK305 1/2" 15 mm 5.6 80.6 2-11/16 68 A1W,B1X,C2W,D2Z — 197827 VK305 1/2" — 5.6 80.6 1 2-11/16 68 1 E3 E3 NOTICEOffice) 12121 1 VK305 1/2" 15 mm F 5.6 80.6 1 2-11/16 68 A1W,B1X,C2W,D2Z — Approved Temperature Ratings A-135°F(57-C), 155°F(68•C), 175-F(79°C) Approved Escutcheons 200°F(93°C),and 286•F(141 "C) Approved Finishes W-Installed with standard surface-mounted escutcheons B-135°F(57-C), 155°F(68-C),175-F(79°C), 1 - Brass, Chrome, White Poly-ester5.6, X - Installed with standard surface-mounted escutch- and 200°F(93°C) and Black Polyester5•6 eons or recessed with the Viking Micromati&Model C-155°F(68-C),175-F(79-C),200"F(93-C) 2-ENT5 E-1,E-2,or G-1 Recessed Escutcheon and 286"F(141 °C) Z - Installed with standard surface-mounted escutch- D - 155 -F (68 °C), 175 •F (79 -C), and 200 °F 3-Chrome eons or recessed with the Viking Micromatic Model (93`C) E-1 E-155-F(68-C) Footnotes Base part number shown.For complete part number,refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3This table shows the listings and approvals available at the time of printing.Other approvals may be in process. Listed by Underwriters Laboratories Inc.for use in the U.S.and Canada. 5cULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. 7Approved according to China GB Standard. cULus Listina Reauirements: Quick Response Horizontal Sprinkler VK305 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for sidewall standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies. • Locate with the deflector 4"to 12"(102 mm to 305 mm)below the ceiling. • Protection areas and maximum spacing shall be in accordance with the tables provided in NFPA 13. • Minimum spacing allowed is 6 ft.(1.8 m). •Align the top of the deflector parallel with the ceiling. • Locate no less than 4"(102 mm)from end walls. • Maximum distance from end walls shall be no more than one-half of the allowable distance between sprinklers.The distance shall be measured perpendicular to the wall. • The sprinkler installation and obstruction rules contained in NFPA 13 for sidewall standard spray sprinklers must be followed. IMPORTANT.Always refer to Bulletin Form No. F_091699-Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care,installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA, LPCB,APSAD,VdS or other similar organiza- tions,and also with the provisions of governmental codes,ordinances,and standards,whenever applicable. Form No.F_060914 19.11.21 Rev 19.2 I Page 5 of 6 - MICROFAST®QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK305 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com Sprinkler Thread Size Nominal K-Factor Overall Length FM Approvals'^ Base Part SIN Number' NPT BSPT U.S. metric2 Inches mm (Refer also to Design Criteria below.) 12997 VK305 1/2" 15 mm 5.6 80.6 2-11/16 68 A1Y,B1X NOTICE-Product Below-Limited Availability(Contact Local Viking Office) 12121 VK305 1 1/2" 15 mm 5. 880.6 2-11/16 68 A1W,B1X,C2W,D2Z — Approved Temperature Ratings Approved Escutcheons X - Installed with standard surface-mounted escutch- A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 Approved Finishes eons or recessed with the Viking Micromatie Model °C), 200°F(93°C),and 286°F(141 °C) 1 -Brass E-1, E-2, E-3,or G-1 Recessed Escutcheon B-135°F(57°C),155°F(68°C),175°F(79°C), Y- Installed with standard surface-mounted escutch- and 200°F(93°C) eons Footnotes Base part number shown.For complete part number,refer to Viking's current price schedule. z Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3This table shows the FM Approvals available at the time of printing.Other approvals may be in process. "Viking vertical sidewall sprinklers may be installed pendent or upright. 5Approved according to China GB Standard. FM Anoroval Reauirements: Horizontal Sidewall Sprinkler VK305 is FM Approved as a quick response Non-Storage sidewall sprinkler as indicated in the FM Approval Guide.For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions,minimum and maximum allowable spacing,and deflector distance below the ceiling. NOTE:The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT:Always refer to Bulletin Form No. F_091699-Care and Handling of Sprinklers.Also refer to Bulletin Form No. F_080614 for general care,installation,and maintenance information.Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data,the appropriate standards of NFPA,FM Global,LPCB,APSAD,VdS or other similar organizations,and also with the provisions of governmental codes, ordinances,and standards,whenever applicable. Form No. F_060914 19.11.21 Rev 19.2 Page 6 of 6 - - MICROFASTO QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLER VK306 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page:www.vikinggroupinc.com 2-3/4" (68 mm) 2-7/16" ;. (62 mm) 3 Wall Opening Size: Installed with a Standard 2-5116" (58.7 mm)minimum 1/8"Surface-Mounted 2-1/2"(63.5 mm)maximum Escutcheon Figure 3: Sidewall Sprinkler Dimensions with a Standard Escutcheon a Minimum Minimum 1-3/4" (41 mm) i',i (45 mm) 5 q 2-118" a (64 mm) t (54 mm) 2-1/4" (57 mm) (67 mm) Maximum Maximum i Wall Opening Size: Installed with the P 9 Installed with the 2-5/16" (58.7 mm)minimum Micromatic Model E-1 Threaded Model E-2 2-1/2" (63.5 mm)maximum Recessed Escutcheon Recessed Escutcheon Figure 4: Sidewall Sprinkler VK305 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No. F_060914 19.11.21 Rev 19.2 Replaces form F_060914 Rev. 19.1 (Revised China approval.) Page 1 of 9 STANDARD AND TI QUICK RESPONSE ^ CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive,Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION Viking Standard and Quick Response Concealed Pendent Sprinkler VK4621 is a small thermosensitive, glass-bulb sprinkler designed for installation on concealed �x pipe systems where the appearance of a smooth ceiling is desired.The low-profile cover assemblies provide up to'/" (13 mm) of vertical adjustment. Features: • K5.6(80.6 metric). • Quick response glass bulb operating element. • Integral threaded adapter cup accepts push-on or thread-on cover plates. • Low-profile, small diameter, removeable cover plates offer almost flush appearance upon installation and allow ease of maintenance. • Protective cap prevents damage during installation and finishing and keeps errant overspray from coating internal parts. • Various finishes available to meet design requirements. • Optional Electroless Nickel PTFE (ENT) coating provides corrosion resistance (see Approval Chart). 2. LISTINGS AND APPROVALS s& cIJLus Listed: Category VNIV ",w FM Approved: Class 2015 Also approved for use in FM Approved vacuum dry sprinkler systems with a maximum supervisory vacuum pressure of-3 psi (-207mbar) " VdS Approved: Standard EN 12259-1:199 + A3:2006; Certificate Number G 422002 LPCB Approved: Standard EN 12259-1:199 + A3:2006; Certificate LPCB Number 096e WARNING:Cancer and Reproductive Harm- www.P65 Wa m i n g s.ca.g ov CE: Standard EN 12259-1:1999 +A3:2006, Sprinkler, DOP_VK4621, 2831,2023 MED Approved: Standard EN 12259-1:1999+A3:2006, DOC_MED_VK4621,2831. V UKCA Approved: Standard EN 12259-1:1999+A3:2006, DOC_UKCA_VK4621, 0832,2023. C China Approval:Approved according to China GB standard. Refer to the Approval Charts and Design Criteria on for cULus Listing requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Maximum Working Pressure: FM- 175 psi (12 bar). UL-250 psi(17.2 bar) Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2" NPT or 15 mm BSPT Nominal K-Factor:5.6 U.S. (80.6 metric`) Glass-bulb fluid temperature rated to-65°F(-55°C) Metric K factor measurement shown is in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. Form No.F_092121 Rev 06 January 2024 Replaces Form No. F_092121 Rev 05 (Added China Approval;reformatted ordering information;fixed BSPT.) . 7 i Page 2 of 9 STANDARD AND QUICK RESPONSE CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Material Standards: Sprinkler body: QM Brass or DZR Brass Deflector: Phosphor Bronze UNS-051000 Deflector pins: Stainless steel UNS-S43000 Pip cap: Copper UNS-Cl1000 Pip cap insert: stainless steel UNS-S30400 Pip cap T-hinge ring: Stainless steel UNS-S31600 Compression screw: UNS-C36000 Belleville spring sealing assembly: Nickel alloy, coated on both sides with PTFE tape Cover adapter: Cold rolled steel JIS G3141 and carbon steel UNS-G10100 (per JIS G3141) Shipping cap: High density polyethylene Cover Plate Materials: Cover plate assembly: Copper UNS-C11000 and brass UNS-C26800 or stainless steel UNS-S30400 Spring: Beryllium nickel Solder: Eutectic Ordering Information: Refer to Tables 1 and 2. 4. INSTALLATION Refer to-appropriate NFPA Installation Standards and installation instructions in this document. 5. OPERATION During fire conditions,when the temperature around the sprinkler approaches its operating temperature,the cover plate detaches, releasing the deflector. Continued heating of the exposed sprinkler causes the heat-sensitive liquid in the glass bulb to expand, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the deflector, forming a uniform spray pattern over a specific area of coverage determined by the water supply pressure at the sprinkler to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection,Testing and Maintenance requirements. 7. AVAILABILITY Viking Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_092121 Rev 06 January 2024 l Page 3 of 9 STANDARD AND QUICK RESPONSE ^ CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services:877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupine.com Ordering Instructions -Sprinkler Base 1. Choose a sprinkler base part number with the required thread size and listing or approval (refer to the approval chart). 2. Add the suffix for the desired finish. 3. Add the suffix for the desired temperature rating. 4. Order a cover plate(refer to Ordering Instructions-Cover Plate). EXAMPLE: 24682AB=VK4621 with brass finish and 155 °F (68 °C) nominal temperature rating.This sprinkler is to be installed into an area with a maximum ambient temperature of 100 °F(38 °C). 4 { 24682 %' NPT Brass A Ordinary 155°F(68°C) Red 100°F (38°C) B 22962 15 mm BSPT ENT2,3,5 JN Intermediate 200°F(93°C) Green 1150°F(66°C) E 26548' 15 mm BSPT 23143 Installation wrench4.1 14412 Concealed cover plate installer tool,for use with push-on cover plates only(available since 2007) 14867 Large concealed cover plate installer tool,for use with push-on cover plates only(available since 2007) 01731A Sprinkler cabinet; holds up to 6 sprinklers(available since 1971) Footnotes I. Based on NFPA 13,NFPA 13R,and NFPA 13D.Other limits may apply,depending on fire loading,sprinkler location,and other requirements of the Authority Having Jurisdiction.Refer to specific installation standards. Y. LIL Listed as corrosion resistant. 3•The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart.These tests cannot and do not represent all possible corrosive environments.Prior to installation,verify through the end-user that the coatings are compatible with or suitable for the proposed environment.For automatic sprinklers,the ENT coating is applied to all exposed exterior surfaces,including the waterway. 4• Requires a 1/2"ratchet which is not available from Viking. 5• FM Approved as a decorative finish. a•The installation wrench is intended to be used for a maximum of 500 sprinkler installations at a maximum torque of 14 ft-lbs(19 Nm). 7.See Approval Chart for approval information. Form No. F_092121 Rev 06 January 2024 Page 4 of 9 @ STANDARD AND QUICK RESPONSE ' CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services:877-384-5464 Fax: 269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Ordering Instructions - Cover Plate 1. Choose a cover plate base part number with the desired shape and style(refer to the approval chart). 2. Add the suffix for the desired finish. 3. Add the suffix for the required temperature rating. Note: for stainless steel versions, skip steps 2 and 3(finishes and paint are not available). Example: 23190MC/W=Thread-On style,165 OF(74°C)Temperature Rated,2%"(70 mm)diameter Round Cover Plate with a Painted White finish. AM M �,wMu 4 4 ' v ` � 4 t bit' na Qes i 'S f 23190 2%(70) diameter Round Polished Chrome F 23174 3%"(84) diameter Round Brushed Chrome F_/B 23179 3 5/e(84) Square Bright Brass B 23174_/CR 3 Vie(84)diameter Round (clean room") Antique Brass B_/A Thread-On Style i eI er Brushed Brass B /A d' ,.,,. Brushed Copper B /A 2363 d ,,, Painted White M_/W -„ R Painted Ivory M ll 23447 2%(70)diameter Round Painted Black M /B 23463 3 5/e(84)diameter Round 23482 3 5/5(84) Square Push-On Style 23463_/CR 3 5/e(84)diameter Round (clean room") ou { d e13rt rtso g 4Ytcil t y ! E Ordinary 139 °F (59°C) 155 °F (68 °C) 100°F(38 °C) A Intermediate 165 °F (74°C) 200 -F (93°C) 1150°F(66 °C) 1C Footnotes I.The sprinkler temperature rating is stamped on the deflector. s. Based on NFPA-13. Other limits may apply,depending on fire loading, sprinkler location,and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3. Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. 4• Stainless Steel versions are not available with any finishes or paint. 5.Where a dash(-)is shown in the Finish suffix designation,insert the desired Temperature Rating suffix.See example above. 6.The Clean Room Cover Plates are specially designed cover plates that include a built-in gasket.Refer to the Clean Room Cover technical data sheet. Form No. F_092121 Rev 06 January 2024 Page 5 of 9 zm :Arm STANDARD AND QUICK RESPONSE ^ CONCEALED PENDENT SPRINKLER VK4621 (K5.6) The Viking Corporation,210 N Industrial Park Drive, Hastings MI 49058 Telephone:269-945-9501 Technical Services: 877-384-5464 Fax:269-818-1680 Email:techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com yy. Sp tar ` Listings and Approvals'(Refer also to Design Criteria) cULus4 China Approval FM VdS LPCB CE MED UKCA Sprinkler Maximum Maximum Base Part No.+ Water Working Pressure Water Working Pressure 250 psi(17.2 bar) 175 psi(12 bar) i 24682A - AV1,BX1,AS2,BT2,BW1 AV1,BX1 AV1,BX1 AV1,BX1 AV1,BX1 AV1,BX1 24682JN7•' - AV1,BX1,AS2,BT2,BW1 - - - 22962A - -- AV1,BX1,AS2,BT2,BW1 AV1,BX1 AV1,BX1 All BX1 AV1,BX1 AV1,BX1 22962JN1-' AV1,BX1,AS2,BT2,BW1 - 24682A AV1,BX1,AS2, BT2,AY3,BZ3 24682JN7,' AV1,BX1,AS2, -" - - - - BT2,AY3,BZ3 22962A AV1,BX1,AS2, - - - - BT2,AY3,BZ3 22962JN7,8 AV1,BX1,AS2, - - - - - BT2,AY3,BZ3 26548 AV1,BX1,AS2, AV1,BX1,AS2, - - - - BT2,AY3,BZ3 BT2 AY3 BZ3 1=Polished Chrome, S=139 T(59°C) Stainless steel covers(23193,23455,23183,and 23473) Brushed Chrome, T=165-F(74°C)Stainless steel covers(23193,23455,23183,and 23473) Bright Brass,Antique V=139 T(59°C)covers(23190,23447,23174,23463,23179,and 23482) Brass,Brushed Brass, W=165°F(59°C)square covers(23179 and 23482) Brushed Copper, A=156 T(68°C) X=165 T(74°C)covers(23190,23447,23174,and 23463) Painted'White, B=200 T(93°C) Y=139 T(59"C)Clean room covers(23174A-/CR and 23463A-/CR)or Painted'Ivory,or 139°F(59°C)Stainless steel clean room covers(23183A/CR and Painted'Black 23473A/CR) 2=Stainless Steel Z=165 T(74"C)Clean Room Cover(23174C-/CR and 23463C-/CR) 3=Polished Chrome, Painted White,Painted Ivory,or Painted Black +• Part number shown is the base part number.For complete part number,refer to current Viking price list schedule. Z• Metric K-factor measurement shown is when pressure is measured in Bar.When pressure is measured in kPa,divide the metric K-factor shown by 10.0. 3.This chart shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufacturer for any additional approvals. 4. Listed by Underwriter's Laboratories for use in the U.S.and Canada. 5•The 139°F(59°C)covers have an orange label.The 165°F(74°C)covers have a white label. e•Other paint colors are available on request with the same listings as the standard paint colors.Listings and approvals apply for any paint manufacturer.Contact Viking for additional information. 7. cULus Listed as corrosion resistant. e• FM Approved as a decorative finish. NOTE:Custom colors are indicated on a label inside the cover assembly.Refer to Figure 2. Form No. F_092121 Rev 06 January 2024 MILL BROOK FIRE PROTECTION + } 112 PARKWAY DRIVE SOUTH HAUPPAUGE, N.Y. 11788 HYDRAULIC CALCULATIONS FOR PORT OF EGYPT 62300 MAIN RD. SOUTHOLD, N.Y. MAIN BLDG. WAREHOUSE CALCULATED AREA 1 DATE: AUG 1, 2024 -DESIGN DATA- OCCUPANCY CLASSIFICATION: EXTRA HAZARD DENSITY: .30 gpm/sq. ft. AREA OF APPLICATION: 3250 sq. ft. COVERAGE PER SPRINKLER: 100 sq.ft./hd. Max. NUMBER OF SPRINKLERS CALCULATED: 40 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1212.9 gpm TOTAL WATER REQUIRED (including hose) : 1712.9 gpm FLOW AND PRESSURE AVAILABLE: 2026 gpm @ 66.0 psi SPRINKLER ORIFICE SIZE: 3/4 inch DESIGN/LAYOUT BY: T.M. vk CALCULATIONS BY HASS COMPUTER PROGRAM . HRS SYSTEMS, INC. ^ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/1/2024 D:\MILLBROOK\PO.RT OF EGYPT\WAREHOUSE CALC 7-18-24FF.SDF JOB TITLE: PORT OF EGYPT AREA 1 WAREHOUSE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 66.0 56.0 2026.0 58.7 1712.9 51.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1712.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1212.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S -5.0 SOURCE 51.1 1212.9 1 1.0 - - - - 42.4 - - - lA 3.0 - - - - 41.4 - - - 1B 3.0 - - - - 39.8 - - - 2 27.0 - - - - 17.7 - - - 3 24.4 - - - - 16.4 - - - 4 24.4 - - - - 16.3 - - - 5 24.4 - - - - 16.2 - - - 6 24.4 - - - - 16.2 - - - 7 24.4 - - - - 16.2 - - - 8 24.4 - - - - 16.2 - - - 9 24.4 - - - - 16.2 - - - 10 24.4 - - - - 16.2 - - - 11 24.4 - - - - 16.2 - - - 12A 24.4 - - - - 17.4 - - - A 24.4 K= 8.00 15.0 31.0 B 24.4 K= 8.00 14.6 30.6 C 24.4 K= 8.00 14.4 30.3 D 24.4 K= 8.00 14.3 30.2 E 24.4 K= 8.00 14.2 30.2 F 24.4 K= 8.00 14.9 30.9 G 24.4 K= 8.00 14.5 30.5 H 24.4 K= 8.00 14.3 30.2 J 24.4 K= 8.00 14.2 30.1 K 24'.4 K= 8.00 14.1 30.1 L 24.4 K= 8.00 14.9 30.9 M 24.4 K= 8.00 14.5 30.4 N 24.4 K= 8.00 14.2 30.2 P 24.4 K= 8.00 14.1 30.1 Q 24.4 K= 8.00 14.1 30.0 R 24.4 K= 8.00 14.9 30.8 T 24.4 K= 8.00 14.5 30.4 U 24.4 K= 8.00 14.2 30.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 .-DATE' 8/1/2024 D:\MILLBROOK\PORT OF EGYPT\WAREHOUSE CALC 7-18-24FF.SDF JOB TITLE: PORT OF EGYPT AREA 1 WAREHOUSE NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) V 24.4 K= 8.00 14.1 30.0 W 24.4 K= 8.00 14.1 30.0 X 24.4 K= 8.00 14.9 30.8 Y 24.4 K= 8.00 14.4 30.4 Z 24.4 K= 8.00 14.2 30.2 Al 24.4 K= 8.00 14.1 30.0 B1 24.4 K= 8.00 14.1. 30.0 Cl 24.4 K= 8.00 14.9 30.8 D1 24.4 K= 8.00 14.4 30.4 E1 24.4 K= 8.00 14.2 30.2 F1 24.4 K= 8.00 14.1 30.0 G1 24.4 K= 8.00 14.1 30.0 H1 24.4 K= 8.00 14.9 30.8 11 24.4 K= 8.00 14.5 30.4 K1 24.4 K= 8.00 14.2 30.2 ' Ll 24.4 K= 8.00 14.1 30.0 M1 24.4 K= 8.00 14.1 30.0 N1 24.4 K= 8.00 14.9 30.9 P1 24.4 K= 8.00 14.5 30.4 Q1 24.4 K= 8.00 14.2 30.2 R1 24.4 K= 8.00 14.1 30.1 T1 24.4 K= 8.00 14.1 30.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\WAREHOUSE CALC 7-18-24FF.SDF JOB TITLE: PORT OF EGYPT AREA 1 WAREHOUSE 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 1212.9 6.065 PL 100.00 PF 6.1 S -5.0 SRCE 51.1 (N/A) 13.5 140 FTG ETG PE -2. 6 1 1.0 0.0 42.4 0.0 0.038 TL 162.51 PV Pipe: lA 1212.9 6.357 PL 2.00 PF 0.1 1 1.0 0.0 42.4 0.0 12.3 120 FTG ---- PE -0.9 lA 3.0 0.0 41.4 0.0 0.040 TL 2.00 PV Pipe: 2 1212. 9 6.357 PL 2.00 PF 1. 6 lA 3.0 0.0 41.4 0.0 12.3 120 FTG T PE 0.0 1B 3.0 0.0 39.8 0.0 0.040 TL 40.00 PV Pipe: 3 1212.9 6.357 PL 152.50 PF 11.7 1B 3.0 0.0 39.8 0.0 12.3 120 FTG 3ETBD PE -10.4 2 27.0 0.0 17.7 0.0 0.040 TL 292.50 PV Pipe: 4 747. 6 6.357 PL 97.00 PF 2.5 2 27.0 0.0 17.7 0.0 7. 6 120 FTG 3E PE 1.1 3 24.4 0.0 16.4 0.0 0.016 TL 151.00 PV Pipe: 5 595.4 6.357 PL 10.00 PF 0.1 3 24.4 0.0 16.4 0.0 6.0 120 FTG ---- PE 0.0 4 24.4 0.0 16.3 0.0 0.011 TL 10.00 PV Pipe: 6 443. 6 6.357 PL 5.75 PF 0.0 4 24.4 0.0 16.3 0.0 4.5 120 FTG ---- PE 0.0 5 24.4 0.0 16.2 0.0 0.006 TL 5.75 PV Pipe: 7 292.0 6.357 PL 10.00 PF 0.0 5 24.4 0.0 16.2 0.0 3.0 120 FTG ---- PE 0.0 6 24.4 0.0 16.2 0.0 0.003 TL 10.00 PV Pipe: 8 140. 6 6.357 PL 10.00 PF 0.0 6 24.4 0.0 16.2 0.0 1.4 120 FTG ---- PE 0.0 7 24.4 0.0 16.2 0.0 0.001 TL 10.00 PV Pipe: 9 -10.8 6.357 PL 5.63 PF 0.0 7 24.4 0.0 16.2 0.0 0.1 120 FTG ---- PE 0.0 8 24.4 0.0 16.2 0.0 0.000 TL 5.63 PV Pipe: 10 -162.2 6.357 PL 8.00 PF 0.0 8 24.4 0.0 16.2 0.0 1. 6 120 FTG ---- PE 0.0 9 24.4 0.0 16.2 0.0 0.001 TL 8.00 PV Pipe: 11 -313.7 6.357 PL 3.63 PF 0.0 9 24.4 0.0 16.2 0.0 3.2 120 FTG ---- PE 0.0 10 24.4 0.0 16.2 0.0 0.003 TL 3.63 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 >- DATE`: 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\WAREHOUSE CALC 7-18-24FF.SDF JOB TITLE: PORT OF EGYPT AREA 1-WAREHOUSE 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: 11A -313.7 6.357 PL 4.38 PF 0.0 10 24.4 0.0 16.2 0.0 3.2 120 FTG ---- PE 0.0 11 24.4 0.0 16.2 0.0 0.003 TL 4.38 PV Pipe: 11B -465.3 6.357 PL 103.50 PF 1.2 11 24.4 0.0 16.2 0.0 4.7 120 FTG 4E PE 0.0 12A 24.4 0.0 17.4 0.0. 0.007 TL 175.50 PV Pipe: 11C -465.3 6.357 PL 155.00 PF 1.4 12A 24.4 0.0 17.4 0.0 4.7 120 FTG 3E PE -1.1 2 27.0 0.0 17.7 0.0 0.007 TL 209.00 PV Pipe: 12 152.3 2. 635 PL 4.79 PF 1.4 3 24.4 0.0 16.4 0.0 9.0 120 FTG T PE 0.0 A 24.4 8.0 15.0 31.0 0.063 TL 21.79 PV Pipe: 13 121.3 2.635 PL 10.00 PF 0.4 A 24.4 8.0 15.0 31.0 7.1 120 FTG ---- PE 0.0 B 24.4 8.0 14. 6 30.6 0.041 TL 10.00 PV Pipe: 14 90.7 2.635 PL 10.00 PF 0.2 B 24.4 8.0 14. 6 30.6 5.3 120 FTG ---- PE 0.0 C 24.4 8.0 14.4 30.3 0.024 TL 10.00 PV Pipe: 15 60.4 2. 635 PL 10.00 PF 0.1 C 24.4 8.0 14.4 30.3 3.6 120 FTG ---- PE 0.0 D 24.4 8.0 14.3 30.2 0.011 TL 10.00 PV Pipe: 16 30.2 2.635 PL 10.00 PF 0.0 D 24.4 8.0 14.3 30.2 1.8 120 FTG ---- PE 0.0 E 24.4 8.0 14.2 30.2 0.003 TL 10.00 PV Pipe: 17 151.8 2.635 PL 4.79 PF 1.4 4 24.4 0.0 16.3 0.0 8.9 120 FTG T PE 0.0 F 24.4 8.0 14. 9 30.9 0.062 TL 21.79 PV Pipe: 18 120.9 2.635 PL 10.00 PF 0.4 F 24.4 8.0 14. 9 30.9 7.1 120 FTG ---- PE 0.0 G 24.4 8.0 14.5 30.5 0.041 TL 10.00 PV Pipe: 19 90.4 2.635 PL 10.00 PF 0.2 G 24.4 8.0 14.5 30.5 5.3 120 FTG ---- PE 0.0 H 24.4 8.0 14.3 30.2 0.024 TL 10.00 PV Pipe: 20 60.2 2.635 PL 10.00 PF 0.1 H 24.4 8.0 14.3 30.2 3.5 120 FTG ---- PE 0.0 J 24.4 8.0 14.2 30.1 0.011 TL 10.00 PV Pipe: 21 30.1 2.635 PL 10.00 PF 0.0 J 24.4 8.0 14.2 30.1 1.8 120 FTG ---- PE 0.0 K 24.4 8.0 14.1 30.1 0.003 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\WAREHOUSE CALC 7-18-24FF.SDF w JOB TITLE: PORT OF EGYPT AREA 1 WAREHOUSE 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: 22 1.51. 6 2.635 PL 4.79 PF 1.4 5 24.4 0.0 16.2 0.0 8. 9 120 FTG T PE 0.0 L 24.4 8.0 14.9 30.9 0.062 TL 21.79 PV Pipe: 23 120.7 2.635 PL 10.00 PF 0.4 L 24.4 8.0 14.9 30.9 7.1 120 FTG ---- PE 0.0 M 24.4 8.0 14.5 30.4 0.041 TL 10.00 PV Pipe: 24 90.3 2.635 PL 10.00 PF 0.2 M 24.4 8.0 14.5 30.4 5.3 120 FTG ---- PE 0.0 N 24.4 8.0 14.2 30.2 0.024 TL 10.00 PV Pipe: 25 60.1 2.635 PL . 10.00 PF 0.1 N 24.4 8.0 14.2 30.2 3.5 120 FTG ---- PE 0.0 P 24.4 8.0 14.1 30.1 0.011 TL 10.00 PV Pipe: 26 30.0 2.635 PL 10.00 PF 0.0 P 24.4 8.0 14.1 30.1 1.8 120 FTG ---- PE 0.0 Q 24.4 8.0 14.1 30.0 0.003 TL 10.00 PV Pipe: 27 151.5 2.635 PL 4.79 PF 1.4 6 24.4 0.0 16.2 0.0 8. 9 120 FTG T PE 0.0 R 24.4 8.0 14.9 30.8 0.062 TL 21.79 PV Pipe: 28 120.6 2.635 PL 10.00 PF 0.4 R 24.4 8.0 14. 9 30.8 7.1 120 FTG ---- PE 0.0 T 24.4 8.0 14.5 30.4 0.041 TL 10.00 PV Pipe: 29 90.2 2.635 PL 10.00 PF 0.2 T 24.4 8.0 14.5 30.4 5.3 120 FTG ---- PE 0.0 U 24.4 8.0 14.2 30.2 0.024 TL 10.00 PV Pipe: 30 60.0 2.635 PL 10.00 PF 0.1 U 24.4 8.0 14.2 30.2 3.5 120 FTG ---- PE 0.0 V 24.4 8.0 14.1 30.0 0.011 TL 10.00 PV Pipe: 31 30.0 2.635 PL 10.00 PF 0.0 V 24.4 8.0 14.1 30.0 1.8 120 FTG ---- PE 0.0 W 24.4 8.0 14.1 30.0 0.003 TL 10.00 PV Pipe: 32 151.4 2.635 PL 4.79 PF 1.4 7 24.4 0.0 16.2 0.0 8.9 120 FTG T PE 0.0 X 24.4 8.0 14.9 30.8 0.062 TL 21.79 PV Pipe: 33 120.6 2.635 PL 10.00 PF 0.4 X 24.4 8.0 14.9 30.8 7.1 120 FTG ---- PE 0.0 Y 24.4 8.0 14.4 30.4 0.041 TL 10.00 PV Pipe: 34 90.2 2.635 PL 10.00 PF 0.2 Y 24.4 8.0 14.4 30.4 5.3 120 FTG ---- PE 0.0 Z 24.4 8.0 14.2 30.2 0.024 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\WAREHOUSE CALC 7-18-24FF.SDF JOB TITLE: PORT OF EGYPT AREA 1 WAREHOUSE 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: 35 60.0 2.635 PL 10.00 PF 0.1 Z 24.4 8.0 14.2 30.2 3.5 120 FTG ---- PE 0.0 Al 24.4 8.0 14.1 30.0 0.011 TL 10.00 PV Pipe: 35A 30.0 2.635 PL 10.00 PF 0.0 Al 24.4 8.0 14.1 30.0 1.8 120 FTG ---- PE 0.0 B1 24.4 8.0 14.1 30.0 0.003 TL 10.00 PV Pipe: 36 151.4 2.635 PL 4.79 PF 1.4 8 24.4 0.0 16.2 0.0 8.9 120 FTG T PE 0.0 Cl 24.4 8.0 14.9 30.8 0.062 TL 21.79 PV Pipe: 37 120.6 2.635 PL 10.00 PF 0.4 Cl 24.4 8.0 14.9 30.8 7.1 120 FTG ---- PE 0.0 D1 24.4 8.0 14.4 30.4 0.041 TL 10.00 PV Pipe: 38 90.2 2.635 PL 10.00 PF 0.2 Dl 24.4 8.0 14.4 30.4 5.3 120 FTG ---- PE 0.0 E1 24.4 8.0 14.2 30.2 0.024 TL 10.00 PV Pipe: 39 60.0 2.635 PL 10.00 PF 0.1 E1 24.4 8.0 14.2 30.2 3.5 120 FTG ---- PE 0.0 F1 24.4 8.0 14.1 30.0 0.011 TL 10.00 PV Pipe: 40 30.0 2.635 PL 10.00 PF 0.0 Fl 24.4 8.0 14.1 30.0 1.8 120 FTG ---- PE 0.0 G1 24.4 8.0 14.1 30.0 0.003 TL 10.00 PV Pipe: 41 151.5 2.635 PL 4.79 PF 1.4 9 24.4 0.0 16.2 0.0 8.9 120 FTG T PE 0.0 Hl 24.4 8.0 14. 9 30.8 0.062 TL 21.79 PV Pipe: 42 120.6 2.635 PL 10.00 PF 0.4 H1 24.4 8.0 14.9 30.8 7.1 120 FTG ---- PE 0.0 Jl 24.4 8.0 14.5 30.4 0.041 TL 10.00 PV Pipe: 43 90.2 2. 635 PL 10.00 PF 0.2 J1 24.4 8.0 14.5 30.4 5.3 120 FTG ---- PE 0.0 K1 24.4 8.0 14.2 30.2 0.024 TL 10.00 PV Pipe: 44 60.0 2. 635 PL 10.00 PF 0.1 K1 24.4 8.0 14.2 30.2 3.5 120 FTG ---- PE 0.0 L1 24.4 8.0 14.1 30.0 0.011 TL 10.00 PV Pipe: 45 30.0 2.635 PL 10.00 PF 0.0 L1 24.4 8.0 14.1 30.0 1.8 120 FTG ---- PE 0.0 Ml 24.4 8.0 14.1 30.0 0.003 TL 10.00 PV Pipe: 46 151.6 2.635 PL 4.79 PF 1.4 11 24.4 0.0 16.2 0.0 8.9 120 FTG T PE 0.0 N1 24.4 8.0 14.9 30.9 0.062 TL 21.79 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/1/2024 D:\MILLBROOK\PORT OF EGYPT\WAREHOUSE CALC 7-18-24FF.SDF JOB TITLE: PORT OF EGYPT AREA 1 WAREHOUSE 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: 47 120.7 2.635 PL 10.00 PF 0.4 N1 24.4 8.0 14.9 30.9 7.1 120 FTG ---- PE 0.0 P1 24.4 8.0 14.5 30.4 0.041 TL 10.00 PV Pipe: 48 90.3 2.635 PL 10.00 PF 0.2 P1 24.4 8.0 14.5 30.4 5.3 120 FTG ---- PE 0.0 Ql 24.4 8.0 14.2 30.2 0.024 TL 10.00 PV Pipe: 49 60.1 2.635 PL 10.00 PF 0.1 Q1 24.4 8.0 14.2 30.2 3.5 120 FTG ---- PE 0.0 R1 24.4 8.0 14.1 30.1 0.011 TL 10.00 PV Pipe: 50 30.0 2.635 PL 10.00 PF 0.0 R1 24.4 8.0 14.1 30.1 1.8 120 FTG ---- PE 0.0 T1 24.4 8.0 14.1 30.0 0.003 TL 10.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 2023 D computer program in accordance with NFPA (2020) under license no. 64621462 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 0.001 gpm and a maximum imbalance at any node of 0.066 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.5 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Fullflow calculations are not done for systems with variable speed pumps. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 .,DATE:' 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\WAREHOUSE CALC 7-18-24FF.SDF JOB TITLE: PORT OF EGYPT AREA 1 WAREHOUSE PAGE: A 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 GatVly AlmChk DPVly NTee -------------------------------------------------------- F F45Ell 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F F45Ell 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 4.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 9.00 C-1 d WATER SUPPLY ANALYSIS 0 y Static: 66. 00 psi Resid: 56. 00 psi Flow: 2026. 0 gpm y 80 . 0 y CO 1 L GEND M F- Available pressure 58.67 psi @ 1712.9 gpm W o O N 70 . 0 2 y � Mu Required pressure 51.10 psi @ 1712.9 gpm t] CJ G K ro A 60 . 0 1 lA yHH Avail. OnSite Demand Press. I N z U 58.67 psi @ 1212.9 gpm � ti x - N tj n E 2A 2 ~ � � � • . �� 2A � . O 50 . 0 . Req. OnSite Demand Press. N x K 51.4 ,psi_=121. .2.9 gpm I O In ft H ~ MANoft [��] H R A. Source-Bu$ply Curve O O x E B. fitte�Demand Curve C � k S 40 . 0 C. Available`at Tjeur� M��'.y C7 S K ro t� U y H i n 30 . 0 E �a z x r ( O In H p 20. 0 n s > r i n 10 . 0 0 N A U] (D 0 .0 ZZI ......nunmunm mun.■wmmuu nni.n■uuuuuu.n.un.num.... n m� uuunun.m mununuunuunum m.... unu nnn....... mnn...... wnnunuum nn n.nnnn CD -14.7 6 0 9 CTO 1200 1500 1 ETO0 2100 2400 2 00 3 CT 00 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 ,,DATE:" 8/1/2024 D:\MILLBROOK\PORT OF EGYPT\WAREHOUSE CALC 7-18-24FF.SDF JOB TITLE: PORT OF EGYPT AREA 1 WAREHOUSE WATER SUPPLY CURVE 72+ I I I 66*\\ I \\ 60+ \\ I \0\ I \\ * <-56.0 psi @ 2026 gpm 54+ Flow Test Point I I X I P 48+ R I E S S 42+ U R E 36+ ( I P S I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " " X = Required Water Supply " I 51.10 psi @ 1712.9 gpm " 6+ 0 = Available Water Supply 58. 67 psi @ 1712. 9 gpm I " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) MILL BROOK FIRE PROTECTION 112 PARKWAY DRIVE SOUTH HAUPPAUGE, N.Y. 11788 HYDRAULIC CALCULATIONS FOR PORT OF EGYPT 62300 MAIN RD. SOUTHOLD, N.Y. BOAT STORAGE BLDG. CALCULATED AREA 2 DATE: AUG 1, 2024 -DESIGN DATA- OCCUPANCY CLASSIFICATION: EXTRA HAZARD DENSITY: .30 gpm/sq. ft. AREA OF APPLICATION: 3250 sq. ft. COVERAGE PER SPRINKLER: 90 sq. ft./hd. max NUMBER OF SPRINKLERS CALCULATED- 36 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1077.0 gpm TOTAL WATER REQUIRED (including hose) : 1577.0 gpm FLOW AND PRESSURE AVAILABLE: 2026 gpm @ 66.0 psi SPRINKLER ORIFICE SIZE: 3/4 inch DESIGN/LAYOUT BY: T.M. CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. 0$F� �(y��(� r � ' 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\BOAT STORAGE CALC 6-26-24.SDF ` JOB TITLE: PORT OF EGYPT AREA 1-WAREHOUSE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 66.0 56.0 2026.0 59.7 1577.0 54.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1577.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1077.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S -5.0 SOURCE 54.0 1077.0 1 1.0 - - - - 46.4 - - - lA 3.0 - - - - 45.5 - - - 1B 3.0 - - - - 44.2 - - - 2 27.0 - - - - 24.5 - - - 3 24.4 - - - - 23.8 - - - 4 24.4 - - - - 23.6 - - - 5 24.4 - - - - 23.6 - - - 6 24.4 - - - - 23.5 - - - 7 24.4 - - - - 23.3 - - - 8 24.4 - - - - 23.3 - - - 9 24.4 - - - - 23.2 - - - 10 24.4 - - - - 23.1 - - - 11 24.4 - - - - 23.2 - - - 12A 24.4 - - - - 24.3 - - - 24 12.3 - - - - 24.3 - - - 25 15.5 - - - - 21.2 - - - 26 15.5 - - - - 21.0 - - - 27 15.5 - - - - 20.8 - - - 28 31.4 - - - - 13.1 - - - 29 31.4 - - - - 13.0 - - - 30 31.4 - - - - 13.0 - - - 31 31.4 - - - - 13.0 - - - 32 31.4 - - - - 12.9 - - - 33 31.4 - - - - 12.9 - - - A 15.5 K= 8.00 20.0 35.8 B 15.5 K= 8.00 19.6 35.5 C 15.5 K= 8.00 19.5 35.3 D 15.5 K= 8.00 19.5 35.3 E 15.5 K= 8.00 19.8 35. 6 F 15.5 K= 8.00 19.5 35.3 G 15.5 K= 8.00 19.3 35.2 H 15.5 K= 8.00 19.3 35.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 871/2024 D:\MILLBROOK\PORT OF EGYPT\BOAT STORAGE CALC 6-26-24.SDF JOB TITLE: PORT OF EGYPT AREA 1-WAREHOUSE NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) J 15.5 K= 8.00 19.6 35.5 K 15.5 K= 8.00 19.3 35.2 L 15.5 K= 8.00 19.2 35.0 M 15.5 K= 8.00 19.1 35.0 N 32.0 K= 8.00 11.9 27.6 P 32.0 K= 8.00 11.7 27.4 Q 32.0 K= 8.00 11.6 27.3 R 32.0 K= 8.00 11.6 27.3 T 32.0 K= 8.00 11.8 27.5 U 32.0 K= 8.00 11.6 27.3 V 32.0 K= 8.00 11.5 27.2 W 32.0 K= 8.00 11.5 27.2 X 32.0 K= 8.00 11.7 27.4 Y 32.0 K= 8.00 11. 6 27.2 Z 32.0 K= 8.00 11.5 27.1 Al 32.0 K= 8.00 11.5 27.1 Bi 32.0 K= 8.00 11.7 27.4 Cl 32.0 K= 8.00 11.5 27.2 D1 32.0 K= 8.00 11.5 27.1 E1 32.0 K= 8.00 11.4 27.1 F1 32.0 K= 8.00 11.7 27.4 Gl 32.0 K= 8.00 11.5 27.2 H1 32.0 K= 8.00 11.4 27.1 11 32.0 K= 8.00 11.4 27.0 K1 32.0 K= 8.00 11.7 27.4 L1 32.0 K= 8.00 11.5 27.2 Mi 32.0 K= 8.00 11.4 27.1 N1 32.0 K= 8.00 11.4 27.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\BOAT STORAGE CALC 6-26-24.SDF JOB TITLE: PORT OF EGYPT AREA 1-WAREHOUSE 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 1077.0 6.065 PL 100.00 PF 4.9 S -5.0 SRCE 54.0 (N/A) 12.0 140 FTG ETG PE -2.6 1 1.0 0.0 46.4 0.0 0.030 TL 162.51 PV Pipe: 1A 1077.0 6.357 PL 2.00 PF 0.1 1 1.0 0.0 46.4 0.0 10.9 120 FTG ---- PE -0.9 lA 3.0 0.0 45.5 0.0 0.032 TL 2.00 PV Pipe: 2 1077.0 6.357 PL 2.00 PF 1.3 1A 3.0 0.0 45.5 0.0 10. 9 120 FTG T PE 0.0 1B 3.0 0.0 44.2 0.0 0.032 TL 40.00 PV Pipe: 3 1077.0 6.357 PL 152.50 PF 9.4 1B 3.0 0.0 44.2 0.0 10.9 120 FTG 3ETBD PE -10.4 2 27.0 0.0 24.5 0.0 0.032 TL 292.50 PV Pipe: 4 631.4 6.357 PL 97.00 PF 1.8 2 27.0 0.0 24.5 0.0 6.4 120 FTG 3E PE 1.1 3 24.4 0.0 23.8 0.0 0.012 TL 151.00 PV Pipe: 5 631.4 6.357 PL 10.00 PF 0.1 3 24.4 0.0 23.8 0.0 6.4 120 FTG ---- PE 0.0 4 24.4 0.0 23.6 0.0 0.012 TL 10.00 PV Pipe: 6 631.4 6.357 PL 5.75 PF 0.1 4 24.4 0.0 23.6 0.0 6.4 120 FTG ---- PE 0.0 5 24.4 0.0 23.6 0.0 0.012 TL 5.75 PV Pipe: 7 631.4 6.357 PL 10.00 PF 0.1 5 24.4 0.0 23.6 0.0 6.4 120 FTG ---- PE 0.0 6 24.4 0.0 23.5 0.0 0.012 TL 10.00 PV Pipe: 8 631.4 6.357 PL 10.00 PF 0.1 6 24.4 0.0 23.5 0.0 6.4 120 FTG ---- PE 0.0 7 24.4 0.0 23.3 0.0 0.012 TL 10.00 PV Pipe: 9 631.4 6.357 PL 5.63 PF 0.1 7 24.4 0.0 23.3 0.0 6.4 120 FTG ---- PE 0.0 8 24.4 0.0 23.3 0.0 0.012 TL 5. 63 PV Pipe: 10 631.4 6.357 PL 8.00 PF 0.1 8 24.4 0.0 23.3 0.0 6.4 120 FTG ---- PE 0.0 9 24.4 0.0 23.2 0.0 0.012 TL 8.00 PV Pipe: 11 631.4 6.357 PL 3.63 PF 0.0 9 24.4 0.0 23.2 0.0 6.4 120 FTG ---- PE 0.0 10 24.4 0.0 23.1 0.0 0.012 TL 3.63 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8)'1/2024 D:\MILLBROOK\PORT OF EGYPT\BOAT STORAGE CALC 6-26-24.SDF JOB TITLE: PORT OF EGYPT AREA 1-WAREHOUSE 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: 11A -445.6 6:357 PL 4.38 PF 0.0 10 24.4 0.0 23.1 0.0 4.5 120 FTG ---- PE 0.0 11 24.4 0.0 23.2 0.0 0.006 TL 4.38 PV Pipe: 11B -445.6 6.357 PL 103.50 PF 1.1 11 24.4 0.0 23.2 0.0 4.5 120 FTG 4E PE 0.0 12A 24.4 0.0 24.3 0.0 0.006 TL 175.50 PV Pipe: 11C -445. 6 6.357 PL 155.00 PF 1.3 12A 24.4 0.0 24.3 0.0 4.5 120 FTG 3E PE -1.1 2 27.0 0.0 24.5 0.0 0.006 TL 209.00 PV Pipe: 12 1077.0 6.357 PL 16.16 PF 4.1 10 24.4 0.0 23.1 0.0 10.9 120 FTG 2E2T PE 5.2 24 12.3 0.0 24.3 0.0 0.032 TL 128.16 PV Pipe: 13 1077.0 6.357 PL 17.91 PF 1.7 24 12.3 0.0 24.3 0.0 10.9 120 FTG 2E PE -1.4 25 15.5 0.0 21.2 0.0 0.032 TL 53.91 PV Pipe: 14 935.2 6.357 PL 8.00 PF 0.2 25 15.5 0.0 21.2 0.0 9.5 120 FTG ---- PE 0.0 26 15.5 0.0 21.0 0.0 0.025 TL 8.00 PV Pipe: 15 794.0 6.357 PL 8.00 PF 0.1 26 15.5 0.0 21.0 0.0 8.0 120 FTG ---- PE 0.0 27 15.5 0.0 20.8 0.0 0.018 TL 8.00 PV Pipe: 16 653.4 6.357 PL 24.91 PF 0.8 27 15.5 0.0 20.8 0.0 6.6 120 FTG 12E PE -6.9 28 31.4 0.0 13.1 0.0 0.013 TL 60.91 PV Pipe: 17 543.8 6.357 PL 10.25 PF 0.1 28 31.4 0.0 13.1 0.0 5.5 120 FTG ---- PE 0.0 29 31.4 0.0 13.0 0.0 0.009 TL 10.25 PV Pipe: 18 434.7 6.357 PL 10.25 PF 0.1 29 31.4 0.0 13.0 0.0 4.4 120 FTG ---- PE 0.0 30 31.4 0.0 13.0 0.0 0.006 TL 10.25 PV Pipe: 19 325.9 6.357 PL 10.25 PF 0.0 30 31.4 0.0 13.0 0.0 3.3 120 FTG ---- PE 0.0 31 31.4 0.0 13.0 0.0 0.004 TL 10.25 PV Pipe: 20 217.2 6.357 PL 10.25 PF 0.0 31 31.4 0.0 13.0 0.0 2.2 120 FTG ---- PE 0.0 32 31.4 0.0 12.9 0.0 0.002 TL 10.25 PV Pipe: 21 108.6 6.357 PL 10.25 PF 0.0 32 31.4 0.0 12.9 0.0 1.1 120 FTG ---- PE 0.0 33 31.4 0.0 12.9 0.0 0.000 TL 10.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\BOAT STORAGE CALC 6-26-24.SDF JOB TITLE: PORT OF EGYPT AREA 1-WAREHOUSE 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: 22 141.8 2.635 PL 4.54 PF 1.2 25 15.5 0.0 21.2 0.0 8.3 120 FTG T PE 0.0 A 15.5 8.0 20.0 35.8 0.055 TL 21.54 PV Pipe: 23 106.1 2.635 PL 10.00 PF 0.3 A 15.5 8.0 20.0 35.8 6.2 120 FTG ---- PE 0.0 B 15.5 8.0 19.6 35.5 0.032 TL 10.00 PV Pipe: 24 70. 6 2.635 PL 10.00 PF 0.2 B 15.5 8.0 19.6 35.5 4.2 120 FTG ---- PE 0.0 C 15.5 8.0 19.5 35.3 0.015 TL 10.00 PV Pipe: 25 35.3 2.635 PL 10.00 PF 0.0 C 15.5 8.0 19.5 35.3 2.1 120 FTG ---- PE 0.0 D 15.5 8.0 19.5 35.3 0.004 TL 10.00 PV Pipe: 26 141.2 2.635 PL 4.54 PF 1.2 26 15.5 0.0 21.0 0.0 8.3 120 FTG T PE 0.0 E 15.5 8.0 19.8 35. 6 0.054 TL 21.54 PV Pipe: 27 105. 6 2.635 PL 10.00 PF 0.3 E 15.5 8.0 19.8 35.6 6.2 120 FTG ---- PE 0.0 F 15.5 8.0 19.5 35.3 0.032 TL 10.00 PV Pipe: 28 70.3 2.635 PL 10.00 PF 0.1 F 15.5 8.0 19.5 35.3 4.1 120 FTG ---- PE 0.0 G 15.5 8.0 19.3 35.2 0.015 TL 10.00 PV Pipe: 29 35.1 2.635 PL 10.00 PF 0.0 G 15.5 8.0 19.3 35.2 Ll 120 FTG ---- PE 0.0 H 15.5 8.0 19.3 35.1 0.004 TL 10.00 PV Pipe: 30 140.7 2.635 PL 4.54 PF 1.2 27 15.5 0.0 20.8 0.0 8.3 126 FTG T PE 0.0 J 15.5 8.0 19.6 35.5 0.054 TL 21.54 PV Pipe: 31 105.2 2.635 PL 10.00 PF 0.3 J 15.5 8.0 19.6 35.5 6.2 120 FTG ---- PE 0.0 K 15.5 8.0 19.3 35.2 0.032 TL 10.00 PV Pipe: 32 70.0 2.635 PL 10.00 PF 0.1 K 15.5 8.0 19.3 35.2 4.1 120 FTG ---- PE 0.0 L 15.5 8.0 19.2 35.0 0.015 TL 10.00 PV Pipe: 33 35.0 2.635 PL 10.00 PF 0.0 L 15.5 8.0 19.2 35.0 2.1 120 FTG ---- PE 0.0 M 15.5 8.0 19.1 35.0 0.004 TL 10.00 PV Pipe: 34 109.5 2.635 PL 4.29 PF 1.0 28 31.4 0.0 13.1 0.0 6.4 120 FTG ET PE -0.3 N 32.0 8.0 11.9 27.6 0.034 TL 29.29 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8r`L/2024 D:\MILLBROOK\PORT OF EGYPT\BOAT STORAGE CALC 6-26-24.SDF JOB TITLE: PORT OF EGYPT AREA 1 WAREHOUSE 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: 35 81.9 2.635 PL 8.79 PF 0.2 N 32.0 8.0 11.9 27. 6 4.8 120 FTG ---- PE 0.0 P 32.0 8.0 11.7 27.4 0.020 TL 8.79 PV Pipe: 36 54.5 2.635 PL 8.79 PF 0.1 P 32.0 8.0 11.7 27.4 3.2 120 FTG ---- PE 0.0 Q 32.0 8.0 11.6 27.3 0.009 TL 8.79 PV Pipe: 37 27.3 2.635 PL 8.79 PF 0.0 Q 32.0 8.0 11.6 27.3 1.6 120 FTG ---- PE 0.0 R 32.0 8.0 11. 6 27.3 0.003 TL 8.79 PV Pipe: 38 109.1 2.635 PL 4.29 PF 1.0 29 31.4 0.0 13.0 0.0 6.4 120 FTG ET PE -0.3 T 32.0 8.0 11.8 27.5 0.034 TL 29.29 PV Pipe: 39 81.6 2.635 PL 8.79 PF 0.2 T 32.0 8.0 11.8 27.5 4.8 120 FTG ---- PE 0.0 U 32.0 8.0 11.6 27.3 0.020 TL 8.79 PV Pipe: 40 54.3 2.635 PL 8.79 PF 0.1. U 32.0 8.0 11.6 27.3 3.2 120 FTG ---- PE 0.0 V 32.0 8.0 11.5 27.2 0.009 TL 8.79 PV Pipe: 41 27.2 2.635 PL 8.79 PF 0.0 V 32.0 8.0 11.5 27.2 1.6 120 FTG ---- PE 0.0 W 32.0 8.0 11.5 27.2 0.003 TL 8.79 PV Pipe: 42 108.8 2.635 PL 4.29 PF 1.0 30 31.4 0.0 13.0 0.0 6.4 120 FTG ET PE -0.3 X 32.0 8.0 11.7 27.4 0.034 TL 29.29 PV Pipe: 43 81.4 2. 635 PL 8.79 PF 0.2 X 32.0 8.0 11.7 27.4 4.8 120 FTG ---- PE 0.0 Y 32.0 8.0 11. 6 27.2 0.020 TL 8.79 PV Pipe: 44 54.2 2.635 PL 8.79 PF 0.1 Y 32.0 8.0 11.6 27.2 3.2 120 FTG ---- PE 0.0 Z 32.0 8.0 11.5 27.1 0.009 TL 8.79 PV Pipe: 45 27.1 2.635 PL 8.79 PF 0.0 Z 32.0 8.0 11.5 27.1 1.6 120 FTG ---- PE 0.0 Al 32.0 8.0 11.5 27.1 0.003 TL 8.79 PV Pipe: 46 108.7 2.635 PL 4.29 PF 1.0 31 31.4 0.0 13.0 0.0 6.4 120 FTG ET PE -0.3 B1 32.0 8.0 11.7 27.4 0.034 TL 29.29 PV Pipe: 47 81.3 2.635 PL 8.79 PF 0.2 B1 32.0 8.0 11.7 27.4 4.8 120 FTG ---- PE 0.0 Cl 32.0 8.0 11.5 27.2 0.020 TL 8.79 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\BOAT STORAGE CALC 6-26-24.SDF � + JOB TITLE: PORT OF EGYPT AREA 1-WAREHOUSE 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: 48 54.1 2.635 PL 8.79 PF 0.1 Cl 32.0 8.0 11.5 27.2 3.2 120 FTG ---- PE 0.0 D1 32.0 8.0 11.5 27.1 0.009 TL 8.79 PV Pipe: 49 27.1 2.635 PL 8.79 PF 0.0 D1 32.0 8.0 11.5 27.1 1. 6 120 FTG ---- PE 0.0 E1 32.0 8.0 11.4 27.1 0.003 TL 8.79 PV Pipe: 50 108. 6 2.635 PL 4.29 PF 1.0 32 31.4 0.0 12.9 0.0 6.4 120 FTG ET PE -0.3 F1 32.0 8.0 11.7 27.4 0.034 TL 29.29 PV Pipe: 51 81.3 2.635 PL 8.79 PF 0.2 F1 32.0 8.0 11.7 27.4 4.8 120 FTG ---- PE 0.0 G1 32.0 8.0 11.5 27.2 0.020 TL 8.79 PV Pipe: 52 54.1 2.635 PL 8.79 PF 0.1 G1 32.0 8.0 11.5 27.2 3.2 120 FTG ---- PE 0.0 H1 32.0 8.0 11.4 27.1 0.009 TL 8.79 PV Pipe: 53 27.0 2.635 PL 8.79 PF 0.0 H1 32.0 8.0 11.4 27.1 1. 6 120 FTG ---- PE 0.0 J1 32.0 8.0 11.4 27.0 0.003 TL 8.79 PV Pipe: 54 108. 6 2.635 PL 4.29 PF 1.0 33 31.4 0.0 12.9 0.0 6.4 120 FTG ET PE -0.3 K1 32.0 8.0 11.7 27.4 0.034 TL 29.29 PV Pipe: 55 81.2 2.635 PL 8.79 PF 0.2 K1 32.0 8.0 11.7 27.4 4.8 120 FTG ---- PE 0.0 Ll 32.0 8.0 11.5 27.2 0.020 TL 8.79 PV Pipe: 56 54.1 2.635 PL 8.79 PF 0.1 L1 32.0 8.0 11.5 27.2 3.2 120 FTG ---- PE 0.0 M1 32.0 8.0 11.4 27.1 0.009 TL 8.79 PV Pipe: 57 27.0 2.635 PL 8.79 PF 0.0 M1 32.0 8.0 11.4 27.1 1. 6 120 FTG ---- PE 0.0 N1 32.0 8.0 11.4 27.0 0.003 TL 8.79 PV NOTES (HASS) : (1) Calculations were performed by the HASS 2023 D computer program in accordance with NFPA (2020) under license no. 64621462 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 D,NTE: 871/2024 D:\MILLBROOK\PORT OF EGYPT\BOAT STORAGE CALC 6-26-24.SDF JOB TITLE: PORT OF EGYPT AREA 1-WAREHOUSE (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.070 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.0 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Fullflow calculations are not done for systems with variable speed pumps. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard PAGE: A 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 GatVly A1mChk DPVly NTee -------------------------------------------------------- F F45Ell 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F F45Ell 2. 635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 4.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 9.00 C4 o WATER SUPPLY ANALYSIS W y Static: 66.00 psi Resid: 56. 00 psi Flow: 2026 .0 gpm y 80 . 0 y co r � 1 LE ND t� Available pressure 59.71 psi @ 1577.0 gpm ro o O N 70. 0 2 y a,Required pressure 53.98 psi @ 1577.0 gpm t7 G 1 K 3 ro p 60 . 0 lA y t7' H Avail. OnSite Demand Press. I r Z U 2 A 59.71 psi @ 1077.0 gpm x 2A E 50 . 0 0 . 0 ` _ _ . a Req. OnSite Demand Press. N x Cn "53.9.ppsi @ 1077.0 gpm Ig 0 Cn P . � ,� M R A. Source-w6ugply Curve x 0 0 x E 40 . 0 B. 9"Itta�Demand Curve ci FG in S C. Available "Jweuraf, N 0 C7 S ~ ro y r U I- H o0 R 30 . 0 y z E H F< ( �y0 cn 1 H p 20 . 0 N s n 1 � r 10 . 0 M N I N W .a N iq U) 0 .0 d nnnnnmunu uunn...... .uunnn.unnunn. uuu..... .nwm....... mu.m..n...... ...... n. N F- O -14 . 7 6 0 900 1200 1500 1900 2100 2400 2 00 3 CT 00 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 81`1/2024 D:\MILLBROOK\PORT OF EGYPT\BOAT STORAGE CALC 6-26-24.SDF JOB TITLE: PORT OF EGYPT AREA 1 WAREHOUSE WATER SUPPLY CURVE 72+ I I I 66*\\ I \\ 60+ \0 I \\ I <-56.0 psi @ 2026 gpm 54+ X Flow Test Point I I I P 48+ R I E S I S 42+ U I R I E 36+ ( I P S I I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I " I X = Required Water Supply " I 53.98 psi @ 1577.0 gpm " 6+ 0 = Available Water Supply " I 59.71 psi @ 1577.0 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) MILL BROOK FIRE PROTECTION 112 PARKWAY DRIVE SOUTH HAUPPAUGE, N.Y. 11788 HYDRAULIC CALCULATIONS FOR PORT OF EGYPT 62300 MAIN RD. SOUTHOLD, N.Y. SHOWROOM CALCULATED AREA 3 DATE: AUG 1, 2024 -DESIGN DATA- OCCUPANCY CLASSIFICATION: EXTRA HAZARD DENSITY: .30 gpm/sq. ft. AREA OF APPLICATION: 3250 sq. ft. COVERAGE PER SPRINKLER: 90 sq. ft./hd. max NUMBER OF SPRINKLERS CALCULATED: 44 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1215.4 gpm TOTAL WATER REQUIRED (including hose) : 1715.4 gpm FLOW AND PRESSURE AVAILABLE: 2026 gpm @ 66.0 psi SPRINKLER ORIFICE SIZE: 3/4 inch DESIGN/LAYOUT BY: T.M. CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. .. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\SHOWROOM CALC. .SDF JOB TITLE: PORT OF EGYPT AREA 2 SHOWROOM t WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 66.0 56.0 2026.0 58.6 1715.4 45.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1715.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1215.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S -5.0 SOURCE 45.6 1215.4 1 1.0 - - - 36.8 - - lA 3.0 - - - - 35.9 - - - 1C 23.8 - - - - 21.4 - - - 12B 24.4 - - - - 19.6 - - - 12C 24.4 - - - - 20.4 - - - 12D 24.4 - - - - 20.9 - - - 12 25.0 - - - - 18.8 - - - 13 19.5 - - - - 14.9 - - - 14 19.5 - - - - 14.5 - - - 15 19.5 - - - - 14.1 - - - 16 19.5 - - - - 13.9 - - - 17 19.5 - - - - 13.7 - - - 18 19.5 - - - - 13.5 - - - 19 19.5 - - - - 13.4 - - - 20 19.5 - - - - 13.3 - - - 21 19.5 - - - - 13.3 - - - 22 19.5 - - - - 13.3 - - - 23 19.5 - - - - 13.3 - - - A 21.0 K= 8.00 13.2 29.1 B 21.0 K= 8.00 13.0 28. 9 C 21.0 K= 8.00 12.9 28.8 D 21.0 K= 8.00 12. 9 28.7 E 21.0 K= 8.00 12.8 28.6 F 21.0 K= 8.00 12.6 28.4 G 21.0 K= 8.00 12.5 28.3 H 21.0 K= 8.00 12.5 28.3 J 21.0 K= 8.00 12.4 28.2 K 21.0 K= 8.00 12.2 28.0 L 21.0 K= 8.00 12.2 27.9 M 21.0 K= 8.00 12.1 27.9 N 21.0 K= 8.00 12.3 28.0 P 21.0 K= 8.00 12.1 27.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8,/1/2024 D:\MILLBROOK\PORT OF EGYPT\SHOWROOM CALC. .SDF JOB TITLE: PORT OF EGYPT AREA 2 SHOWROOM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Q 21.0 K= 8.00 12.0 27.7 R 21.0 K= 8.00 12.0 27.7 T 21.0 K= 8.00 12.0 27.8 U 21.0 K= 8.00 11.9 27.6 V 21.0 K= 8.00 11.8 27.5 W 21.0 K= 8.00 11.8 27.4 X 21.0 K= 8.00 11.9 27.6 Y 21.0 K= 8.00 11.7 27.4 Z 21.0 K= 8.00 11.6 27.3 Al 21.0 K= 8.00 11.6 27.2 Bl 21.0 K= 8.00 11.8 27.5 Cl 21.0 K= 8.00 11.6 27.3 D1 21.0 K= 8.00 11.6 27.2 E1 21.0 K= 8.00 11.5 27.2 F1 21.0 K= 8.00 11.7 27.4 G1 21.0 K= 8.00 11. 6 27.2 H1 21.0 K= 8.00 11.5 27.1 11 21.0 K= 8.00 11.5 27.1 K1 21.0 K= 8.00 11.7 27.4 L1 21.0 K= 8.00 11.5 27.1 M1 21.0 K= 8.00 11.4 27.0 N1 21.0 K= 8.00 11.4 27.0 P1 21.0 K= 8.00 11.7 27.3 Q1 21.0 K= 8.00 11.5 27.1 R1 21.0 K= 8.00 11.4 27.0 T1 21.0 K= 8.00 11.4 27.0 Ul 21.0 K= 8.00 11.7 27.3 V1 21.0 K= 8.00 11.5 27.1 W1 21.0 K= 8.00 11.4 27.0 X1 21.0 K= 8.00 11.4 27.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\SHOWROOM CALC. .SDF JOB TITLE: PORT OF EGYPT AREA 2 SHOWROOM 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 1215.4 6.065 PL 100.00 PF 6.2 S -5.0 SRCE 45.6 (N/A) 13.5 140 FTG ETG PE -2.6 1 1.0 0.0 36.8 0.0 0.038 TL 162.51 PV Pipe: lA 1215.4 6.357 PL 2.00 PF 0.1 1 1.0 0.0 36.8 0.0 12.3 120 FTG ---- PE -0.9 1A 3.0 0.0 35.9 0.0 0.040 TL 2.00 PV Pipe: 2 1215.4 6.357 PL 23.00 PF 5.5 1A 3.0 0.0 35.9 0.0 12.3 100 FTG ETBD PE -9.0 1C 23.8 0.0 21.4 0.0 0.056 TL 97.22 PV Pipe: 3 869.5 6.357 PL 39.62 PF 2.0 iC 23.8 0.0 21.4 0.0 8.8 100 FTG T PE -0.5 12 25.0 0.0 18.8 0.0 0.030 TL 66.74 PV Pipe: 3A -345. 9 6.357 PL 115.00 PF 0.5 12 25.0 0.0 18.8 0.0 3.5 120 FTG E PE 0.3 12B 24.4 0.0 19.6 0.0 0.004 TL 133.00 PV Pipe: 3B -345.9 6.357 PL 100.08 PF 0.7 12B 24.4 0.0 19.6 0.0 3.5 120 FTG 5E PE 0.0 12C 24.4 0.0 20.4 0.0 0.004 TL 190.08 PV Pipe: 3C -345. 9 6.357 PL 115.00 PF 0.5 12C 24.4 0.0 20.4 0.0 3.5 120 FTG E PE 0.0 12D 24.4 0.0 20.9 0.0 0.004 TL 133.00 PV Pipe: 3D -345. 9 6.357 PL 58.63 PF 0.2 12D 24.4 0.0 20.9 0.0 3.5 120 FTG ---- PE 0.3 1C 23.8 0.0 21.4 0.0 0.004 TL 58.63 PV Pipe: 4 1215.4 6.357 PL 60.50 PF 6.3 12 25.0 0.0 18.8 0.0 12.3 100 FTG 4E PE 2.4 13 19.5 0.0 14.9 0.0 0.056 TL 111.89 PV Pipe: 5 1099.9 6.357 PL 10.00 PF 0.5 13 19.5 0.0 14.9 0.0 11.1 100 FTG ---- PE 0.0 14 19.5 0.0 14.5 0.0 0.047 TL 10.00 PV Pipe: 6 986.3 6.357 PL 10.00 PF 0.4 14 19.5 0.0 14.5 0.0 10.0 100 FTG ---- PE 0.0 15 19.5 0.0 14.1 0.0 0.038 TL 10.00 PV Pipe: 7 874.4 6.357 PL 5.66 PF 0.2 15 19.5 0.0 14.1 0.0 8.8 100 FTG ---- PE 0.0 16 19.5 0.0 13.9 0.0 0.031 TL 5.66 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS• Page 5 DATE: 8/1/2024 D:\MILLBROOK\PORT OF EGYPT\SHOWROOM CALC. .SDF JOB TITLE: PORT OF EGYPT AREA 2 SHOWROOM 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: 8 763.2 6.357 PL 10.00 PF 0.2 16 19.5 0.0 13.9 0.0 7.7 100 FTG ---- PE 0.0 17 19.5 0.0 13.7 0.0 0.024 TL 10.00 PV Pipe: 9 652.9 6.357 PL 10.00 PF 0.2 17 19.5 0.0 13.7 0.0 6.6 100 FTG ---- PE 0.0 18 19.5 0.0 13.5 0.0 0.018 TL 10.00 PV Pipe: 10 543.5 6.357 PL 5.71 PF 0.1 18 19.5 0.0 13.5 0.0 5.5 100 FTG ---- PE 0.0 19 19.5 0.0 13.4 0.0 0.013 TL 5.71 PV Pipe: 11 434.3 6.357 PL 10.00 PF 0.1 19 19.5 0.0 13.4 0.0 4.4 100 FTG ---- PE 0.0 20 19.5 0.0 13.3 0.0 0.008 TL 10.00 PV Pipe: 12 325.6 6.357 PL 10.00 PF 0.0 20 19.5 0.0 13.3 0.0 3.3 100 FTG ---- PE 0.0 21 19.5 0.0 13.3 0.0 0.005 TL 10.00 PV Pipe: 13 217.0 6.357 PL 5.88 PF 0.0 21 19.5 0.0 13.3 0.0 2.2 100 FTG ---- PE 0.0 22 19.5 0.0 13.3 0.0 0.002 TL 5.88 PV Pipe: 14 108.5 6.357 PL 8.00 PF 0.0 22 19.5 0.0 13.3 0.0 1.1 100 FTG ---- PE 0.0 23 19.5 0.0 13.3 0.0 0.001 TL 8.00 PV Pipe: 15 115.5 2.635 PL 2.54 PF 1.0 13 19.5 0.0 14.9 0.0 6.8 120 FTG ET PE -0.7 A 21.0 8.0 13.2 29.1 0.038 TL 27.54 PV Pipe: 16 86.4 2. 635 PL 9.00 PF 0.2 A 21.0 8.0 13.2 29.1 5.1 120 FTG ---- PE 0.0 B 21.0 8.0 13.0 28.9 0.022 TL 9.00 PV Pipe: 17 57.5 2.635 PL 9.00 PF 0.1 B 21.0 8.0 13.0 28.9 3.4 120 FTG ---- PE 0.0 C 21.0 8.0 12.9 28.8 0.010 TL 9.00 PV Pipe: 18 28.7 2.635 PL 9.00 PF 0.0 C 21.0 8.0 12.9 28.8 1.7 120 FTG ---- PE 0.0 D 21.0 8.0 12.9 28.7 0.003 TL 9.00 PV Pipe: 19 113.6 2.635 PL 2.54 PF 1.0 14 19.5 0.0 14.5 0.0 6.7 120 FTG ET PE -0.7 E 21.0 8.0 12.8 28. 6 0.036 TL 27.54 PV Pipe: 20 84.9 2.635 PL 9.00 PF 0.2 E 21.0 8.0 12.8 28.6 5.0 120 FTG ---- PE 0.0 F 21.0 8.0 12.6 28.4 0.021 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\SHOWROOM CALC. .SDF T JOB TITLE: PORT OF EGYPT AREA 2 SHOWROOM 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: 21 56.6 2.635 PL 9.00 PF 0.1 F 21.0 8.0 12.6 28.4 3.3 120 FTG ---- PE 0.0 G 21.0 8.0 12.5 28.3 0.010 TL 9.00 PV Pipe: 22 28.3 2.635 PL 9.00 PF 0.0 G 21.0 8.0 12.5 28.3 1.7 120 FTG ---- PE 0.0 H 21.0 8.0 12.5 28.3 0.003 TL 9.00 PV Pipe: 23 112.0 2.635 PL 2.54 PF 1.0 15 19.5 0.0 14.1 0.0 6.6 120 FTG ET PE -0.7 J 21.0 8.0 12.4 28.2 0.035 TL 27.54 PV Pipe: 24 83.7 2.635 PL 9.00 PF 0.2 J 21.0 8.0 12.4 28.2 4.9 120 FTG ---- PE 0.0 K 21.0 8.0 12.2 .28.0 0.021 TL 9.00 PV Pipe: 25 55.8 2. 635 PL 9.00 PF 0.1 K 21.0 8.0 12.2 28.0 3.3 120 FTG ---- PE 0.0 L 21.0 8.0 12.2 27..9 0.010 TL 9.00 PV Pipe: 26 27.9 2.635 PL 9.00 PF 0.0 L 21.0 8.0 12.2 27.9 1.6 120 FTG ---- PE 0.0 M 21.0 8.0 12.1 27.9 0.003 TL 9.00 PV Pipe: 27 111.2 2.635 PL 2.54 PF 1.0 16 19.5 0.0 13.9 0.0 6.5 120 FTG ET PE -0.7 N 21.0 8.0 12.3 28.0 0.035 TL 27.54 PV Pipe: 28 83.2 2.635 PL 9.00 PF 0.2 N 21.0 8.0 12.3 28.0 4.9 120 FTG ---- PE 0.0 P 21.0 8.0 12.1 27.8 0.020 TL 9.00 PV Pipe: 29 55.4 2.635 PL 9.00 PF 0.1 P 21.0 8.0 12.1 21.8 3.3 120 FTG ---- PE 0.0 Q 21.0 8.0 12.0 27.7 0.010 TL 9.00 PV Pipe: 30 27.7 2.635 PL 9.00 PF 0.0 Q 21.0 8.0 12.0 27.7 1. 6 120 FTG ---- PE 0.0 R 21.0 8.0 12.0 27.7 0.003 TL 9.00 PV Pipe: 31 110.2 2.635 PL 2.54 PF 0.9 17 19.5 0.0 13.7 0.0 6.5 120 FTG ET PE -0.7 T 21.0 8.0 12.0 27.8 0.034 TL 27.54 PV Pipe: 32 82.4 2.635 PL 9.00 PF 0.2 T 21.0 8.0 12.0 27.8 4.9 120 FTG ---- PE 0.0 U 21.0 8.0 11.9 27. 6 0.020 TL 9.00 PV Pipe: 33 54. 9 2.635 PL 9.00 PF 0.1 U 21.0 8.0 11.9 27.6 3.2 120 FTG ---- PE 0.0 V 21.0 8.0 11.8 27.5 0.009 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: Q/1/2024 D:\MILLBROOK\PORT OF EGYPT\SHOWROOM CALC. .SDF JOB TITLE: PORT OF EGYPT AREA 2 SHOWROOM 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: 34 27.4 2.635 PL 9.00 PF 0.0 V 21.0 8.0 11.8 27.5 1.6 120 FTG ---- PE 0.0 W 21.0 8.0 11.8 27.4 0.003 TL 9.00 PV Pipe: 35 109.5 2. 635 PL 2.54 PF 0.9 18 19.5 0.0 13.5 0.0 6.4 120 FTG ET PE -0.7 X 21.0 8.0 11.9 27.6 0.034 TL 27.54 PV Pipe: 36 81.9 2.635 PL 9.00 PF 0.2 X 21.0 8.0 11.9 27.6 4.8 120 FTG ---- PE 0.0 Y 21.0 8.0 11.7 27.4 0.020 TL 9.00 PV Pipe: 37 54.5 2.635 PL 9.00 PF 0.1 Y 21.0 8.0 11.7 27.4 3.2 120 FTG ---- PE 0.0 Z 21.0 8.0 11. 6 27.3 0.009 TL 9.00 PV Pipe: 38 27.2 2.635 PL 9.00 PF 0.0 Z 21.0 8.0 11.6 27.3 1.6 120 FTG ---- PE 0.0 Al 21.0 8.0 11.6 27.2 0.003 TL 9.00 PV Pipe: 39 109.1 2.635 PL 2.54 PF 0.9 19 19.5 0.0 13.4 0.0 6.4 120 FTG ET PE -0.7 B1 21.0 8.0 11.8 27.5 0.034 TL 27.54 PV Pipe: 40 81.6 2.635 PL 9.00 PF 0.2 B1 21.0 8.0 11.8 27.5 4.8 120 FTG ---- PE 0.0 Cl 21.0 8.0 11.6 27.3 0.020 TL 9.00 PV Pipe: 41 54.4 2.635 PL 9.00 PF 0.1 Cl 21.0 8.0 11.6 27.3 3.2 120 FTG ---- PE 0.0 D1 21.0 8.0 11.6 27.2 0.009 TL 9.00 PV Pipe: 42 27.2 2.635 PL 9.00 PF 0.0 D1 21.0 8.0 11. 6 27.2 1.6 120 FTG ---- PE 0.0 El 21.0 8.0 11.5 27.2 0.003 TL 9.00 PV Pipe: 43 108.8 2. 635 PL 2.54 PF 0.9 20 19.5 0.0 13.3 0.0 6.4 120 FTG ET PE -0.7 F1 21.0 8.0 11.7 27.4 0.034 TL 27.54 PV Pipe: 44 81.4 2.635 PL 9.00 PF 0.2 F1 21.0 8.0 11.7 27.4 4.8 120 FTG ---- PE 0.0 G1 21.0 8.0 11.6 27.2 0.020 TL 9.00 PV Pipe: 45 54.2 2.635 PL 9.00 PF 0.1 G1 21.0 8.0 11.6 27.2 3.2 120 FTG ---- PE 0.0 H1 21.0 8.0 11.5 27.1 0.009 TL 9.00 PV Pipe: 46 27.1 2.635 PL 9.00 PF 0.0 H1 21.0 8.0 11.5 27.1 1.6 120 FTG ---- PE 0.0 J1 21.0 8.0 11.5 27.1 0.003 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\SHOWROOM CALC. .SDF JOB TITLE: PORT OF EGYPT AREA 2 SHOWROOM 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: 47 108.6 2.635 PL 2.54 PF 0.9 21 19.5 0.0 13.3 0.0 6.4 120 FTG ET PE -0.7 K1 21.0 8.0 11.7 27.4 0.034 TL 27.54 PV Pipe: 48 81.2 2.635 PL 9.00 PF 0.2 K1 21.0 8.0 11.7 27.4 4.8 120 FTG ---- PE 0.0 L1 21.0 8.0 11.5 27.1 0.020 TL 9.00 PV Pipe: 49 54.1 2.635 PL 9.00 PF 0.1 L1 21.0 8.0 11.5 27.1 3.2 120 FTG ---- PE 0.0 Ml 21.0 8.0 11.4 27.0 0.009 TL 9.00 PV Pipe: 50 27.0 2.635 PL 9.00 PF 0.0 M1 21.0 8.0 11.4 27.0 1.6 120 FTG ---- PE 0.0 Nl 21.0 8.0 11.4 27.0 0.003 TL 9.00 PV Pipe: 51 108.5 2.635 PL 2.54 PF 0.9 22 19.5 0.0 13.3 0.0 6.4 120 FTG ET PE -0.7 P1 21.0 8.0 11.7 27.3 0.033 TL 27.54 PV Pipe: 52 81.2 2.635 PL 9.00 PF 0.2 P1 21.0 8.0 11.7 27.3 4.8 120 FTG ---- PE 0.0 Q1 21.0 8.0 11.5 27.1 0.020 TL 9.00 PV Pipe: 53 54.0 2. 635 PL 9.00 PF 0.1 Ql 21.0 8.0 11.5 27.1 3.2 120 FTG ---- PE 0.0 R1 21.0 8.0 11.4 27.0 0.009 TL 9.00 PV Pipe: 54 27.0 2.635 PL 9.00 PF 0.0 Rl 21.0 8.0 11.4 27.0 1.6 120 FTG ---- PE 0.0 T1 21.0 8.0 11.4 27.0 0.003 TL 9.00 PV Pipe: 55 108.5 2.635 PL 2.54 PF 0.9 23 19.5 0.0 13.3 0.0 6.4 120 FTG ET PE -0.7 Ul 21.0 8.0 11.7 27.3 0.033 TL 27.54 PV Pipe: 56 81.2 2.635 PL 9.00 PF 0.2 U1 21.0 8.0 11.7 27.3 4.8 120 FTG ---- PE 0.0 V1 21.0 8.0 11.5 27.1 0.020 TL 9.00 PV Pipe: 57 54.0 2. 635 PL 9.00 PF 0.1 Vl 21.0 8.0 11.5 27.1 3.2 120 FTG ---- PE 0.0 W1 21.0 8.0 11.4 27.0 0.009 TL 9.00 PV Pipe: 58 27.0 2.635 PL 9.00 PF 0.0 W1 21.0 8.0 11.4 27.0 1.6 120 FTG ---- PE 0.0 X1 21.0 8.0 11.4 27.0 0.003 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/F1/2024 D:\MILLBROOK\PORT OF EGYPT\SHOWROOM CALC. .SDF JOB TITLE: PORT OF EGYPT AREA 2 SHOWROOM NOTES (HASS) : (1) Calculations were performed by the HASS 2023 D computer program in accordance with NFPA (2020) under license no. 64621462 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 0.003 gpm and a maximum imbalance at any node of 0.174 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.5 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Fullflow calculations are not done for systems with variable speed pumps. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard PAGE: A 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 GatVly AlmChk DPVly NTee -------------------------------------------------------- F F45Ell 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------------------------------------- F F45Ell 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 4.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 9.00 C4 0 WATER SUPPLY ANALYSIS 0 y Static: 66. 00 psi Resid: 56. 00 psi Flow: 2026. 0 gpm H 80 .0 H H ao GEND Available pressure 58.65 psi @ 1715.4 gpm ro o 0 NO 70 . 0 2 y 'A Required pressure 45.56 psi @ 1715.4 gpm G F ro A 60 . 0 1 1A ro H H Avail. OnSite Demand Press. U 58.65 psi @ 1215.4 gpm G Mar all, I� E a 2A u 50 . 0 "ft _ . . W Req. Onsite Demand Press. tv K 2A � Er 41 45-w4 psi @ 1215.4 gpm �� F< R 2 : r A. Sourcellla6uQply Curve O x E 40. 0 B. fitteia.Dem nd Curve Nuft0 00 O S C. Available at 'burl x s ro c U � H R y n E 30. 0 0 z W r .0 rG ( k m ItF-3 In H p 20. 0 s x 1 0 0 0 10 . 0 r � ro w LQ 0 . 0 0 ..... .......................... ...... ...1... .............. ....1.1.11....11........... III—al II.—III all ......................... ...... ..............���... 0 -14 . 7 6 0 900 1200 1300 1900 2100 2400 2 00 3000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 8/1/2024 D:\MILLBROOK\PORT OF EGYPT\SHOWROOM CALC. .SDF jIOB TITLE: PORT OF EGYPT AREA 2 SHOWROOM WATER SUPPLY CURVE 72+ I _ I I 66*\\ I \\ 60+ \\ I \0\ I \\ I <-56.0 psi @ 2026 gpm 54+ Flow Test Point I I I P 48+ R I E I X S I S 42+ U I R I E I 36+ ( I P S I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I X = Required Water Supply " I 45.56 psi @ 1715.4 gpm " 6+ I 0 = Available Water Supply " I 58.65 psi @ 1715.4 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) b MILL BROOK FIRE PROTECTION ,1 112 PARKWAY DRIVE SOUTH HAUPPAUGE, N.Y. 11788 HYDRAULIC CALCULATIONS FOR PORT OF EGYPT 62300 MAIN RD. SOUTHOLD, N.Y. 1ST FLOOR OFFICE AREA CALCULATED AREA 4 DATE: AUG 1, 2024 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 1950 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft./hd. max NUMBER OF SPRINKLERS CALCULATED: 16 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 384.9 gpm TOTAL WATER REQUIRED (including hose) : 634.9 gpm FLOW AND PRESSURE AVAILABLE: 2026 gpm @ 66.0 psi SPRINKLER ORIFICE SIZE: 1/2 inch DESIGN/LAYOUT BY: T.M. CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ' No. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/1/2024 D:\MILLBROOK\PORT OF EGYPT\•1ST FL. OFFICE AREA CALC. .SDF R JOB TITLE: PORT OF EGYPT AREA 4-1ST FLOOR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 66.0 56.0 2026.0 64.8 634.9 49.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 634.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 384.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S -5.0 SOURCE 49.8 384.9 1 1.0 - - - - 46.5 - - - lA 3.0 - - - - 45.6 - - - iC 23.7 - - - - 36.0 - - - 12B 24.4 - - - - 35.5 - - - 12C 24.4 - - - - 35.6 - - - 12D 24.4 - - - - 35.7 - - - 12 25.0 - - - - 35.2 - - - 13 19.5 - - - - 36.8 - - - 14 19.5 - - - - 36.8 - - - 15 19.5 - - - - 36.7 - - - 16 19.5 - - - - 36.6 - - - 17 19.5 - - - - 36.6 - - - 18 19.5 - - - - 36.5 - - - 19 19.5 - - - - 36.5 - - - 20 19.5 - - - - 36.4 - - - 21 19.5 - - - - 36.3 - - - 22 19.5 - - - - 36.3 - - - 23 19.5 - - - - 36.2 - - - 34 19.5 - - - - 36.2 - - - 35 19.5 - - - - 33.9 - - - 36A 8.4 - - - - 29.7 - - - 36B 7.4 - - - - 30.1 - - - 36C 7.4 - - - - 30.1 - - - 36 8.4 - - - - 29.1 - - - 37 8.4 - - - - 29.0 - - - 38 8.4 - - - - 28.4 - - - 38A 8.4 - - - - 22.0 - - - 38B 8.4 - - - - 14.5 - - - A 8.4 K= 5.60 25.1 28.1 B 8.4 K= 5.60 22.7 26.7 C 8.4 K= 5.60 19.3 24. 6 D 8.4 K= 5.60 13.6 20.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8�/l/2024 D:\MILLBROOK\PORT OF EGYPT\1ST FL. OFFICE AREA CALC. .SDF JOB TITLE: PORT OF EGYPT AREA 4 1ST FLOOR NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) E 8.4 K= 5. 60 12.1 19.5 F 8.0 K= 5. 60 26.7 28. 9 G 8.4 K= 5. 60 23.6 27.2 H 8.4 K= 5.60 19.6 24.8 J 8.4 K= 5.60 21.5 26.0 K 8.4 K= 5.60 14.0 20.9 L 8.4 K= 5.60 13.8 20.8 M 8.4 K= 5.60 22.4 26.5 N 8.4 K= 5.60 20.1 25.1 P 8.4 K= 5.60 18.8 24.3 Q 8.4 K= 5.60 14.0 21.0 R 8.4 K= 5.60 12.5 19.8 T 7.4 - - - - 30.1 - - - U 7.4 - - - - 30.1 - - - V 7.4 - - - - 30.1 - - - W 7.4 - - - - 30.1 - - - X 7.4 - - - - 30.1 - - - Y 7.4 - - - - 30.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\1ST FL. OFFICE AREA CALC. .SDF +_ JOB TITLE: PORT OF EGYPT AREA 4-1ST FLOOR 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: 1 384. 9 6.065 PL 100.00 PF 0.7 S -5.0 SRCE 49.8 (N/A) 4.3 140 FTG ETG PE -2.6 1 1.0 0.0 46.5 0.0 0.005 TL 162.51 PV Pipe: 1A 384. 9 6.357 PL 2.00 PF 0.0 1 1.0 0.0 46.5 0.0 3. 9 120 FTG ---- PE -0.9 lA 3.0 0.0 45.6 0.0 0.005 TL 2.00 PV Pipe: 2 384. 9 6.357 PL 23.00 PF 0.7 lA 3.0 0.0 45.6 0.0 3.9 100 FTG ETBD PE -9.0 iC 23.7 0.0 36.0 0.0 0.007 TL 97.22 PV Pipe: 3 275.3 6.357 PL 39.62 PF 0.2 1C 23.7 0.0 36.0 0.0 2.8 100 FTG T PE -0.6 12 25.0 0.0 35.2 0.0 0.004 TL 66.74 PV Pipe: 3A -109.5 6.357 PL 115.00 PF 0.1 12 25.0 0.0 35.2 0.0 1.1 120 FTG E PE 0.3 12B 24.4 0.0 35.5 0.0 0.000 TL 133.00 PV Pipe: 3B -109.5 6.357 PL 100.08 PF 0.1 12B 24.4 0.0 35.5 0.0 1.1 120 FTG 5E PE 0.0 12C 24.4 0.0 35.6 0.0 0.000 TL 190.08 PV Pipe: 3C -109.5 6.357 PL 115.00 PF 0.1 12C 24.4 0.0 35.6 0.0 1.1 120 FTG E PE 0.0 12D 24.4 0.0 35.7 0.0 0.000 TL 133.00 PV Pipe: 3D -109.5 6.357 PL 58.63 PF 0.0 12D 24.4 0.0 35.7 0.0 1.1 120 FTG ---- PE 0.3 I iC 23.7 0.0 36.0 0.0 0.000 TL 58.63 PV Pipe: 4 384.9 6.357 PL 60.50 PF 0.7 12 25.0 0.0 35.2 0.0 3.9 100 FTG 4E PE 2.4 13 19.5 0.0 36.8 0.0 0.007 TL 111.89 PV Pipe: 5 384.9 6.357 PL 10.00 PF 0.1 13 19.5 0.0 36.8 0.0 3.9 100 FTG ---- PE 0.0 14 19.5 0.0 36.8 0.0 0.007 TL 10.00 PV Pipe: 6 384.9 6.357 PL 10.00 PF 0.1 14 19.5 0.0 36.8 0.0 3.9 100 FTG ---- PE 0.0 15 19.5 0.0 36.7 0.0 0.007 TL 10.00 PV Pipe: 7 384.9 6.357 PL 5.66 PF 0.0 15 19.5 0.0 36.7 0.0 3.9 100 FTG ---- PE 0.0 16 19.5 0.0 36.6 0.0 0.007 TL 5.66 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/1/2024 D:\MILLBROOK\PORT OF EGYPT\lST FL. OFFICE AREA CALC. .SDF JOB TITLE: PORT OF EGYPT AREA 4 1ST FLOOR 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: 8 384.9 6.357 PL 10.00 PF 0.1 16 19.5 0.0 36.6 0.0 3.9 100 FTG ---- PE 0.0 17 19.5 0.0 36.6 0.0 0.007 TL 10.00 PV Pipe: 9 384.9 6.357 PL 10.00 PF 0.1 17 19.5 0.0 36.6 0.0 3.9 100 FTG ---- PE 0.0 18 19.5 0.0 36.5 0.0 0.007 TL 10.00 PV Pipe: 10 384.9 6.357 PL 5.71 PF 0.0 18 19.5 0.0 36.5 0.0 3.9 100 FTG ---- PE 0.0 19 19.5 0.0 36.5 0.0 0.007 TL 5.71 PV Pipe: 11 384.9 6.357 PL 10.00 PF 0.1 19 19.5 0.0 36.5 0.0 3.9 100 FTG ---- PE 0.0 20 19.5 0.0 36.4 0.0 0.007 TL 10.00 PV Pipe: 12 384.9 6.357 PL 10.00 PF 0.1 20 19.5 0.0 36.4 0.0 3.9 100 FTG ---- PE 0.0 21 19.5 0.0 36.3 0.0 0.007 TL 10.00 PV Pipe: 13 384.9 6.357 PL 5.88 PF 0.0 21 19.5 0.0 36.3 0.0 3.9 100 FTG ---- PE 0.0 22 19.5 0.0 36.3 0.0 0.007 TL 5.88 PV Pipe: 14 384.9 6.357 PL 8.00 PF 0.1 22 19.5 0.0 36.3 0.0 3.9 100 FTG ---- PE 0.0 23 19.5 0.0 36.2 0.0 0.007 TL 8.00 PV Pipe: 15 384.9 6.357 PL 1.00 PF 0.0 23 19.5 0.0 36.2 0.0 3.9 120 FTG ---- PE 0.0 34 19.5 0.0 36.2 0.0 0.005 TL 1.00 PV Pipe: 16 384.9 4.260 PL 31.00 PF 2.4 34 19.5 0.0 36.2 0.0 8.7 120 FTG ET PE 0.0 35 19.5 0.0 33.9 0.0 0.034 TL 70.00 PV Pipe: 16A 384.9 3.260 PL 23.00 PF 9.0 35 19.5 0.0 33.9 0.0 14.8 120 FTG 3ET PE 4.8 36A 8.4 0.0 29.7 0.0 0.124 TL 73.00 PV Pipe: 17 384.9 3.260 PL 4.29 PF 0.5 36A 8.4 0.0 29.7 0.0 14.8 120 FTG ---- PE 0.0 36 8.4 0.0 29.1 0.0 0.124 TL 4.29 PV Pipe: 18 265.3 3.260 PL 2.54 PF 0.2 36 8.4 0.0 29.1 0.0 10.2 120 FTG ---- PE 0.0 37 8.4 0.0 29.0 0.0 0.062 TL 2.54 PV Pipe: 19 236.4 3.260 PL 11.46 PF 0.6 37 8.4 0.0 29.0 0.0 9.1 120 FTG ---- PE 0.0 38 8.4 0.0 28.4 0.0 0.050 TL 11.46 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/l/2024 D:\MILLBROOK\PORT OF EGYPT\1ST FL. OFFICE AREA CALC. .SDF JOB TITLE: PORT OF EGYPT AREA 4 1ST FLOOR 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: 20 119.5 1.610 PL 1.08 PF 4.0 36 8.4 0.0 29.1 0.0 18.8 120 FTG T PE 0.0 A 8.4 5.6 25.1 28.1 0.441 TL 9.08 PV Pipe: 21 91.5 1.610 PL 8.91 PF 2.4 A 8.4 5.6 25.1 28.1 14.4 120 FTG ---- PE 0.0 B 8.4 5.6 22.7 26.7 0.269 TL 8. 91 PV Pipe: 22 64.8 1.610 PL 16.33 PF 3.5 B 8.4 5.6 22.7 26.7 10.2 120 FTG 2E PE 0.0 C 8.4 5.6 19.3 24.6 0.142 TL 24.33 PV Pipe: 23 40.2 1.049 PL 12.00 PF 5.7 C 8.4 5.6 19.3 24.6 14.9 120 FTG ---- PE 0.0 D 8.4 5.6 13.6 20.7 0.473 TL 12.00 PV Pipe: 24 19.5 1.049 PL 12.00 PF 1.5 D 8.4 5.6 13.6 20.7 7.2 120 FTG ---- PE 0.0 E 8.4 5.6 12.1 19.5 0.124 TL 12.00 PV Pipe: 25 28.9 1.049 PL 2.50 PF 2.4 37 8.4 0.0 29.0 0.0 10.7 120 FTG ET PE 0.2 F 8.0 5.6 26.7 28. 9 0.258 TL 9.50 PV Pipe: 26 119.8 1.610 PL 2.75 PF 4.8 38 8.4 0.0 28.4 0.0 18.9 120 FTG T PE 0.0 G 8.4 5. 6 23. 6 27.2 0.443 TL 10.75 PV Pipe: 27 92.6 1.610 PL 5.96 PF 1.6 G 8.4 5.6 23.6 27.2 14.6 120 FTG ---- PE 0.0 38A 8.4 0.0 22.0 0.0 0.275 TL 5.96 PV Pipe: 28 24.8 1.049 PL 7.38 PF 2.4 38A 8.4 0.0 22.0 0.0 9.2 120 FTG T PE 0.0 H 8.4 5.6 19.6 24.8 0.194 TL 12.38 PV Pipe: 29 67.7 1.610 PL 3.04 PF 0.5 38A 8.4 0.0 22.0 0.0 10.7 120 FTG ---- PE 0.0 J 8.4 5.6 21.5 26.0 0.154 TL 3.04 PV Pipe: 30 41.8 1.049 PL 8.79 PF 7.0 J 8.4 5.6 21.5 26.0 15.5 120 FTG T PE 0.0 38B 8.4 0.0 14.5 0.0 0.508 TL 13.79 PV Pipe: 31 20. 9 1.049 PL 3. 96 PF 0.6 38B 8.4 0.0 14.5 0.0 7.8 120 FTG ---- PE 0.0 K 8.4 5.6 14.0 20.9 0.142 TL 3.96 PV Pipe: 32 20.8 1.049 PL 5.08 PF 0.7 38B 8.4 0.0 14.5 0.0 7.7 120 FTG ---- PE 0.0 L 8.4 5. 6 13.8 20.8 0.140 TL 5.08 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8'/1/2024 D:\MILLBROOK\PORT OF EGYPT\1ST FL. OFFICE AREA CALC. .SDF JOB TITLE: PORT OF EGYPT AREA 4 1ST FLOOR 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: 33 116.6 1.610 PL 6.25 PF 6.0 38 8.4 0.0 28.4 0.0 18.4 120 FTG T PE 0.0 M 8.4 5.6 22.4 26.5 0.421 TL 14.25 PV Pipe: 34 90.1 1. 610 PL 9.00 PF 2.4 M 8.4 5.6 22.4 26.5 14.2 120 FTG ---- PE 0.0 N 8.4 5.6 20.1 25.1 0.262 TL 9.00 PV Pipe: 35 65.0 1.610 PL 9.00 PF 1.3 N 8.4 5.6 20.1 25.1 10.2 120 FTG ---- PE 0.0 P 8.4 5.6 18.8 24.3 0.143 TL 9.00 PV Pipe: 36 40.8 1.049 PL 9.75 PF 4.7 P 8.4 5.6 18.8 24.3 15.1 120 FTG ---- PE 0.0 Q 8.4 5.6 14.0 21.0 0.486 TL 9.75 PV Pipe: 37 19.8 1.049 PL 12.00 PF 1.5 Q 8.4 5.6 14.0 21.0 7.3 120 FTG ---- PE 0.0 R 8.4 5. 6 12.5 19.8 0.128 TL 12.00 PV Pipe: 38 0.0 2.067 PL 9.71 PF 0.0 36A 8.4 0.0 29.7 0.0 0.0 120 FTG 2ET PE 0.4 36B 7.4 0.0 30.1 0.0 0.000 TL 29.71 PV Pipe: 39 0.0 1.610 PL 11.83 PF 0.0 36B 7.4 0.0 30.1 0.0 0.0 120 FTG T PE 0.0 36C 7.4 0.0 30.1 0.0 0.000 TL 19.83 PV Pipe: 40 0.0 1.049 PL 4.25 PF 0.0 36B 7.4 0.0 30.1 0.0 0.0 120 FTG T PE 0.0 T 7.4 0.0 30.1 0.0 0.000 TL 9.25 PV Pipe: 41 0.0 1.049 PL 3.79 PF 0.0 36B 7.4 0.0 30.1 0.0 0.0 120 FTG ---- PE 0.0 U 7.4 0.0 30.1 0.0 0.000 TL 3.79 PV Pipe: 42 0.0 1.049 PL 5.63 PF 0.0 U 7.4 0.0 30.1 0.0 0.0 120 FTG ---- PE 0.0 V 7.4 0.0 30.1 0.0 0.000 TL 5.63 PV Pipe: 43 0.0 1.049 PL 4.25 PF 0.0 36C 7.4 0.0 30.1 0.0 0.0 120 FTG T PE 0.0 W 7.4 0.0 30.1 0.0 0.000 TL 9.25 PV Pipe: 44 0.0 1.049 PL 1.46 PF 0.0 36C 7.4 0.0 30.1 0.0 0.0 120 FTG ---- PE 0.0 X 7.4 0.0 30.1 0.0 0.000 TL 1.46 PV Pipe: 45 0.0 1.049 PL 5.46 PF 0.0 X 7.4 0.0 30.1 0.0 0.0 120 FTG ---- PE 0.0 Y 7.4 0.0 30.1 0.0 0.000 TL 5.46 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/1/2024 D:\MILLBROOK\PORT OF EGYPT\1ST FL. OFFICE AREA CALC. .SDF JOB TITLE: PORT OF EGYPT AREA 4 1ST FLOOR NOTES (HASS) : (1) Calculations were performed by the HASS 2023 D computer program in accordance with NFPA (2020) under license no. 64621462 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 0.004 gpm and a maximum imbalance at any node of 0.184 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 18.9 ft/sec at pipe 26. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Fullflow calculations are not done for systems with variable speed pumps. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard PAGE: A 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 GatVly A1mChk DPVly NTee -------------------------------------------------------- F F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.50 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/1/2024 D:\MILLBROOK\PORT OF EGYPT\1ST FL. OFFICE AREA CALC. .SDF JOB TITLE: PORT OF EGYPT AREA 4 1ST FLOOR PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee -------------------------- ----------------------------- F F45EII 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 5.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.50 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 9.00 � o WATER SUPPLY ANALYSIS mW y Static: 66.00 psi Resid: 56. 00 psi Flow: 2026 . 0 gpm 3 80. 0 y w r � 1 LE ND t� Available pressure � 64.83 psi @ 634.9 gpm ro C)Lif O N 70 . 0 2 y � Required pressure A 1 49.82 psi @ 634.9 gpm CJ G K 3 ro A 60 . 0 lA y r H Avail. OnSite Demand Press. r Z II 64.83 psi @ 384.9 gpm �0 bd PSI G N O M 2 A + + 2A x E 5 0 . ♦ ' . Req. OnSite Demand Press. i W 49.8,2.psi @ 384.9 gpm �r O cn ftft R A. Source Supply Curve ftno _ r O E B. System Demand Cur O K 40 . 0 S C. Available at Source S ro C H r U H C) R CD 30 . 0 E y � r K ( O H In co p 20 . 0 H s 1 10 . 0 > r � ro w w to co 0 .0 u.nnnunnnunnuunuu un...... muu...... �unnnu........nano ununununn.nnnuuu.uuu u� ......nim u mnnn.... unuunmunne...numm.uu unnuu....0 d H O -14 . 7 670 9 C1 0 1200 1500 1900 2100 2400 2 700 3 CT 00 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results 0 (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: $'/1/2024 D:\MILLBROOK\PORT OF EGYPT\1ST FL. OFFICE AREA CALC. .SDF JOB TITLE: PORT OF EGYPT AREA 4-1ST FLOOR WATER SUPPLY CURVE 72+ I I I 66*\\ I 0\\\ I \\ 60+ \\ I \\ * <-56.0 psi @ 2026 gpm 54+ Flow Test Point I I I x P 48+ R E S I S 42+ U I R I E 36+ ( I P I S I I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I I X = Required Water Supply " 49.82 psi @ 634.9 gpm " 6+ I 0 = Available Water Supply " 64.83 psi @ 634.9 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) CALCULATION SUMMARY 4 Project Name:Port of Egypt-Main Bldg West Project Location: Drawing No. City: Headsets Headset Name Calculated Trip Time Transit Calc. Required Max. Pump Accelerator DPV Open Exhausters Time Time Delivery Delivery Operating Activation Used Tripped By Heads Time Time Time Time (s) (s) (s) (s) (s) (s) # # Headset_1 Delivery 8.95 37.85 46.8 N/A N/A N/A Yes DPV Acc. 2 Headset 2 Delivery 5.47 34.53 40 N/A N/A N/A Yes DPV Acc. 4 �s File:D:\3 -Viking FDT Calcs\Calc 78-Millbrook\Main System Split West.tycx Date 7/19/2024 Copyright©2002-2016 Tyco Fire Protection Products Page 1 Job:Port aEg¥ !P -Main Bd� gWest Node Labels: o Pipe Labels: o Diagram for Initial System . x . . »©<� . : . x « ` � .. � File:Oe -qki FD Tcics 6a 2-gib Kwa System Split we&a Date 71g2i 024 Copyright oz z @e#=Fire Protection Proa■ Page � FLUID DELIVERY TIME CALCULATIONS for Job Information Project Name:Port of Egypt-Main Bldg West Contract No.: City: Project Location: Date:7/19/2024 Contractor Information Name of Contractor: Address: City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Water Supply Information Date: Location: Source: Notes File:D:\3 -Viking FDT Calcs\Calc 78-Millbrook\Main System Split West.tycx Date 7/19/2024 Copyright©2002-2016 Tyco Fire Protection Products -Dry Looped System Page 3 w Job : Port of Egypt-Main Bldg West Time Analysis for : Headset 1 Dry Pipe System System Volume 1,589.8 gal Downstream DPV Volume 1,411 gal Fluid Water @ 60F (15.6C) Gas Air @ 40OF and 15psi Differential Trip Ratio 6 Accelerator Differential Pressure: 2psi Time Delay: 2s Headset Time Parameters Trip Time 8.95s Fluid Delivery Time 46.8s Operating Time N/A Required Fluid Delivery Time N/A Safety Factor N/A Water Supply Parameters Flow (gpm) Pressure (psi) 0 66 2,026 46 Parameters of the 2 Open Heads Head# K-Factor Orifice Minimum Transit Time Fluid Oper.Time Open Time Operating Delivery SHALL NOT Pressure Time exceed N/A (gpm/psis/a) (in) (psi) (s) (s) (s) (s) h266 8 0.523 10.56 37.85 46.8 N/A 0 h267 8 0.523 10.56 37.35 46.3 N/A 0 Protocol: NOT USED NOT USED Statement Modelling Assumptions 1.Fluid is Incompressible. 2.Pipes do not suffer deformation. 3.Fluid front is perpendicular to pipe centerline. 4.The dry pipe valve opens instantly. File:D:\3 -Viking FDT Calcs\Calc 78-Millbrook\Main System Split West.tycx Date 7/19/2024 Copyright @ 2002-2016 Tyco Fire Protection Products -Dry Looped System Page 4 srCl Pressure,psi Flew,gpM ............ 22 2e 4 10- 4 t I 1., 1-*----- 2 0 -2 -L L I 0 5 10 15 20 25 30 35 40 45 so mm.'s DIN(r6s) Pressure,psl Flow,gum 45 3 4. 4 30 2s 6 21 4 ------ 12 15 10 + 2 0 0 5 10 15 20 25 30 35 40 4s se File:DA3 -Viking FDT Cak;s\Calc 78-Millbrook\Main System Split West.tycx Date 7/19/2024 Copyright @ 2002-2016 Tyco Fire Protection Products -Dry Looped System Page 5 h266 Pressure,psl Flo.,gp. 3& 3 M 4 3D ------ ------- ID 12:- - 14 2D ----------- 10 4 --4--J 0 0 5 10 is 20 25 37 35 4D 45 50 1,267 Pressure,psi—Fbw,gpm 3 30 ji : 35 2 2s i6 N 14 ..................................... 12 F i is 10 4 ................1-4........... 2 0 -2:[of 0 5 10 15 20 25 30 35 40 45 5D File:DA3 -Viking FDT Calcs\Calc 78-Millbrook\Main System Split West.tycx Date 7/19/2024 Copyright @ 2002-2016 Tyco Fire Protection Products -Dry Looped System Page 6 Job : Port of Egypt-Main Bldg West Time Analysis for : Headset 2 Dry Pipe System System Volume 1,589.8 gal Downstream DPV Volume 1,411 gal Fluid Water @ 60F (15.6C) Gas Air @ 40OF and 15psi Differential Trip Ratio 6 Accelerator Differential Pressure: 2psi Time Delay: 2s Headset Time Parameters Trip Time 5.47s Fluid Delivery Time 40s Operating Time N/A Required Fluid Delivery Time N/A Safety Factor N/A Water Supply Parameters Flow (gpm) Pressure (psi) 0 66 2,026 46 Parameters of the 4 Open Heads Head# K-Factor Orifice Minimum Transit Time Fluid Oper.Time Open Time Operating Delivery SHALL NOT Pressure Time exceed N/A (gpm/psi'/a) (in) (psi) (s) (s) (s) (s) h256 8 0.523 10.56 32.73 38.2 N/A 0 h257 8 0.523 10.56 32.03 37.5 N/A 0 h266 8 0.523 10.56 34.53 40 N/A 0 h267 8 0.523 10.56 33.93 39.4 N/A 0 Protocol: NOT USED NOT USED Statement Modelling Assumptions 1. Fluid Is Incompressible. 2. Pipes do not suffer deformation. 3. Fluid front is perpendicular to pipe centerline. 4.The dry pipe valve opens Instantly. File:D:\3 -Viking FDT Calcs\Calc 78-Millbrook\Main System Split West.tycx Date 7/19/2024 Copyright @ 2002-2016 Tyco Fire Protection Products -Dry Looped System Page 7 smi —Pressure,p9l—Flow,qpm 2 ................. .................. 4.......................... 1 40 Ifi .4- 25 . ...... ... ..........I ... ....... to 4 .... .. .. . 2 -2 W- -1 LLJ 1 L 1 11 J I I 0 5 10 t� 20 25 30 35 W It ow —pl.—M,ptl Flo.,gp. 2 20: 40 16 -J� --iT -EII. 30 I. 25 20 ......... ....... .......... is 6 ---------- --- 4L -11.-J L-A I L—L.11 11.1 1 1 E # i—I T-1— 0 5 .0 15 2. 25 l0 3s 40 File:DA3 -Viking FDT Calcs\Calc;78-Millbrook\Main System Split West.tycx Date 7/19/2024 Copyright @ 2002-2016 Tyco Fire Protection Products -Dry Looped System Page 8 0266 Pressure,ps! Ph.,gp. 2 4. 35 16 30 ................... t.i 14: ..................................... ........ 15 20 6 4 ..... ...... .. j t I I 1 1 -21 1'.. 4"4- 0 5 10 is 2D 25 30 35 40 12 7 Pressure,Psi—Fb.,gp. 22 40 ------------ 16 14- is —4!--- .... . �E oy ---------------- 2 0 5 10 Is 20 25 3D 35 40 File:DA3 -Viking FDT CaIcs\Calc 78-Millbrook\Main System Split West.tycx Date 7/19/2024 Copyright @ 2002-2016 Tyco Fire Protection Products -Dry Looped System Page 9 Pressure,psi—Flow,gpm ........................... ............... .... .................... 35 ID 12 2s ——— 20 -------- ------- 6 ........................... i .... ................................. + 0 T -2-J-UJ-UJW 0 10 Ls 20 25 30 35 40 1 261 PMSSUM,psi—Fb.,gp. II 40 35 16 30 2 25 ....................... 15 .... ........ 6 1 4 0 '1 1 2-- I- 0 0 -2- 0 s 10 is 20 2s 30 2s 40 File:DA3 -Viking FDT Calcs\Calc 78-Millbrook\Main System Split West.tycx Date 7/1912024 Copyright @ 2002-2016 Tyco Fire Protection Products -Dry Looped System Page 10 5• - - 4- 3• Hanger No. 01 S Top Beam C-Clamp RISER MOUNTED AIR w 2• COMPRESSOR aee oigeam 1�IodW 300 iE,," 1, ---- SUBMITTED FOR APPROVAL A.M. or° ua� 6"TO ZONE I SYSTEM GENERAL NOTES No. DATE REVISION BY wltR�DCk Nut 1205 TOTAL SPRINKLERs� `�-6"TO ZONE 2 SYSTEM 1. NEW DRY HYDRAULICALLY CALCULATED SPRINKLER SYSTEM. RISER MOUNTED AIR�� (256 TOTAL SPRINKLERS)COMPRESSOR 2. NEW WORK DESIGNED TO NFPA-13, 2016 ED. NEW YORK STATE CODES. NadeC�t0- - lOft3ad NEW 6"DRY VALVE W/ACCELERATOR - - NEW 6"DRY VALVE W/ACCELERATOR " 3. ALL EQUIPMENT SHALL BE APPROVED AND LISTED FOR FIRE PROTECTION USAGE. ! t ' y Nerest ncl}a FFFttt U0 FOR ZONE I FOR ZONE 2 1 PIPING F P P,- 1" PIPING 4. ALL REQUIRED SIGNAGE WILL BE PROVIDED AS PER NFPA-13. 5- CONTRACTORS MATERIAL AND TEST CERTIFICATE FOR ABOVE AND BELOW GROUND PIPING SHALL BE SUBMITTED TO THE FIRE r�aDewar�caRmn�dc o+r«s.�aMPm«"°qex�":«qt on NEW 4"CHECK VALVE u n 4 " T v Ar LEAR „•� " " 6 NEW 6"BUTTERFLY VALVE w/TAMPER SWITCH 1 SCREWED VALVE MARSHAL PRIOR TO THE APPROVAL OF THE SYSTEM. ~ 6. EXIST. FIRE DEPT. CONN. TO BE COMPATIBLE TO THE LOCAL FIRE DEPT. THREADS. Coeabp•atur,of te"-wept aM a•w-wetl addYrvea ptavbea as d,e ne®saary Wnncayaadtadaw modem cmatM.adi:q MwataNs,nq°w naa na:nac.a lA1211 Pipe 1" A1GF 1000 Q °oq■Tn3!nanMa,Wdnas witl h,aPl,gpgVafaa Ides ann{nntiW quaNy°vat _ wnercudatg q"a aad Eacres.ae{�.e.mrewFtc=>".,wa•apwxa+�«oax Swivel Ring 1 x 0-3 NIPPLE �r 1" x 2" RC �� ,1"a"IM�e,"„ ppeed Hapd{m dPPNcat ,. g W/ SIGHT GLASS �- MINIMUM PIPE SIZE TO BE 1" (EXCEPT VALVE TRIM). 2" x (1'-0") TBE PIPE 8. ALL AREAS ARE UNHEATED THROUGHOUT AREA OF WORK ACCEPT FOR THE SHIPPING OFFICE AND SPRINKLER ROOM. Features Installation Specil{catfons + 4 OUT TO FDC o 3 9. THERE ARE NO PARTY WALLS PRESENT. N�'"."`U"°'° nsaedF"`�-"�'" lo.ALL UNDERGROUND PIPING TO CONFORM TO REQUIREMENTS OF NFPA-2 .E•tdlml Tamltt« gFama4'°"M hwS My: :p-aw N«,„. 1 ;ti °°� 1" x (D-3) NIPPLE w/ 1" x 2" RC Q 4 `""""`�° `p'°"F1eOA ° °� Note on Plan: Hanger Number and"A"Dimension _ - " 11. PIPE HANGERS SHALL CONFORM TO THE REQUIREMENTS OF NFPA-1 AND BUILDING CODE OF NEW YORK STATE. •R"types a'terwamalnlmproa °vrdapbegwer:a,rt 9A,&nsw Q 3 .ads a.FI „ mnmdp uarssx" ^; 1 'WALL PLA o 1 SCREWED VALVE •u,w odor M!"ad.Raam rypn n5.91 M. EXIST.(o" SERVICE I I ti ltt •tAw Smgka N IMeadtp ats R rt°t c THECO SWENONOFMISF Cw $"A„y waammp 9 i� 1' GA 45' � i2.ALL PIPE FROM 1 -12 WILL BE BLACK STEEL SCH 40. THE eoNSISTEvcyof n{Es �•att e,��wapce�:„ t1 tl PRODUCT,u«e"" &-ly cu+:a w(t•eatw kr at mast ",. t-� p"w"a ymw MD ORIFICE- 0 1" PLUG IN VALVE ALL PIPE FROM 2 - WILL BE BLACK STEEL SCH lo. •« ad,.yap«pRam •te a -� MAXIMUM DISTANCE BET Mi HANGERS Fy%Y°Yt nrr,9:ppffy peia'mence.CaM.,rta pehomm Yvwtxvrc:tww_elroc,W 1/2" HOLE IN BLOCK 'HALL GALVAN® mans asos•a NOMINAL PIPE N - AEdaMCond «.°aa .r , >, 1R 11" 1j" 2" " 3" " 4" 5" 6" 6" a aaa Wn,rsaby4Wssas Sp.�mtsak5naa,"wsat SIZE (]11•) 4 �� � M INSPECTORS TEST CONNECTION STEEL PIPE EXCEPT DIAGRAM DRY SYSTEM DRAIN DRUM DRIP) N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 1 15-0 15-0 • *". y-rn.av„ra w.M a+bex.State naY�Yva,r..w" •,dF,d-,la�,,aaa"a, � yb� THREADED LIGHTAALL �-c-. �� ,a• *I t c NOT TO SCALE NOT TO SCALE .. ..F_.. .fe"xnasnmla�aram,ppa •a�< asp," THREADED LIGHTWALL N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A N/A IV I J TAX MAP # 1000 056.00 06.00 006.001 fHv era narwrag{mn"•alwn. :an,pw,>.mwywwrap�' STEEL PIPE W NOT MIX YJlni OTHER T RFAOCLTMNGOn"OR °�""� COPPER TUBE 8-0 8-0 10-0 10-0 12-0 12-0 12-0 15-0 15-0 15-0 15-0 15-0 `� �"�"E"•"" CONTRMINANS. i_•ttOTt"EG at<,Max '1 'a ,. ercsgeemS.a TI"ymey CPVC 5-6 6-0 6-6 7-0 8-0 9-0 12-0 N/A N A NI N/A N/A POLYBUTYLENE (IPS) N/A 3-9 4-7 5-0 5-11 N/A N/A N/A N/A N/A N/A N/A POLYBUT111M (CTS) 2-11 3-4 3-11 4-5 5-5 N/A N A N/A N/A N/A N/A N/A SPRINKLER DESIGN CRITERIA DESIGN CRITERIA INFORMATION AREA I OCCUPANCY CLASSIFICATION EXTRA HAZARD 1 - HAZARD CLASSIFICATION = EXTRA HAZARD DENSITY .30 GPM/SQ FT 2 - DESIGN DENSITY = .30 G.P.M./SG.FT. AREA OF APPLICATION 3250 SQ FT 3 - AREA OF APPLICATION = 3250 SG.FT. 4 - COVERAGE PER SPRINKLER = 100 SG. FT./HD. MAX. COVERAGE PER SPRINKLER 100 SQ FT MAX. 5 - No. OF SPRINKLERS CALCULATED = 40 HEADS "K" FACTOR 8.0 6 - "K" FACTOR = 8.0 ORIFICE SIZE = 3/4" =y :-- k __..:: n :°� HOSE ALLOWANCE 500 GPM 7 - SYSTEM DEMAND = 1712.9. 0 G.P.M. @ 51.10 PSI. ` `'`°•„ 8 - AVAILABLE SUPPLY = 1712.9.0 G.P.M. @ 58.67 PSI. - ` NOTE 9 - WATER RESERVE = N/A HCAL ULLAATIEDY "Pf 1. THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SHEET. -" ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERD CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR ABOVE GROUND AND 6•RISER DN.TO WAREHOUSE RM AS BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. UNDER GROUND PIPE" SHALL BE SUBMITTED TO THE FIRE MARSHAL PRIOR 2. TO THE BEST OF HY F-VOTEDGE, BELIDF AND PROFESSIONAL., JUDGEMENT, THESE PLANS AND TO APPROVAL OF THE INSTALLATION. SPECIFICATION ARIE IN COMPLIANCE WITH THE NFPA AND LATEST BUILDING CODE II O O O O �� T5 O O OF NEW YORK STAITE. 2-1 4-4/ 3-1 2 8-0 5-I 10 0 10-0 5.9 10-0 } 0 5-10 10-0 10-0 5-II 5-5 �I 10-0 5-10 2 10-0 I0-0 5-8 10-0 10- 5-8 10-0 10-0 5-5 1/2 4dl(�-�� 8-0 -2 12D 4.24'-5• S ^ 1 12C ^ m d.24,_5. I I ^ �4 Ii It 1-4- T_ _ tJf2OON v vNI R i -0 3 �, t t t;1LIi C(1(jjyy } II II 0 I LI B0AT RACKSA 0 0 9 4 '2 = • 7�RAC;Tttla�1II I � I _a I ID-m i3 O �I DI Y O M I - 4060 Sunrise Highway Oakdale NY 11769-0901 O I I O I O O ! I ; I I (631)563-0201 Fax(631)563-9794 E LOFT I I I I I I I PIPING 4/9/2024 BELCI l 50AT I I I Re: Results of Fire Flow Test Location:as noted GARAGE ABOVE I I BOAT '_9� (SEE 1ST FLOOR PART PLAN B) a a a e a _ _ _ a a e a a a a a a a a e a I e a I e I _ �'a �'o e_ e e J N s N 0 N e N 0 N Q N a i N e a N 9 a ^'a N a N!9 a N a s N 0 0 �.e 2 a '� As requested,below please find the results of fire flow test. This test was performed during period of I0 �1 -3 "5" low water demand. Such a test,usually,does not reflect the fire flow available under the conditions found in a / 4_15■ high-water demand period. We have reviewed the past peak demand information that is available for this area. OEI O Historically,the static pressure in this area has been as low as 66 psi. w I I I I You should adjust the flow test to reflect the lower static pressure prior to using it for any design work, 4-B" 4-15• 4-15" 4-IS" E 4-I>• 4-15" 4-15" 4-15• 4-15' 4-15• 4-15• 4-Lra" 4-t5" 4-15 14-15• I aQ, g■ I 4-I5• such as a sprinkler system. You may need to adjust the flow as well. Always remember to account for any j 7y difference in the ground elevation between the test location and your design site location as well. a 0 r 0 a a s 1 , a a a a a , e !s a e a a 2111i I Ott lvvi '_� @ ■ ."9 , N�,_g n' 0 N Q n N {t R'a 0 { 0 ■ { M 9 ■ N 0 n N 1 1 A'•0 e ."0 n N " 2'-I 0 n •"0 n H !0 N A { n, e ■ N 0 I I� - 10-0 r3 �'-10' T-11 - 10'-0' - 10' 0 �'-I1' 2'-11 10'-0 - 10'-0 �'-ll' 1 3'-0 10'- 10'-0 �S'-0 - 10'-0 - 10'-0 �-1�1 2'-109' - 10'-0" 10'-0' �'-10 I T-109 - 10'-0 10'-0} -10";2' n Q I 10'-0" N 9 -0" - Any flow test,including one with a peak demand adjustment,only reflects the conditions at the time of the test and may not accurately reflect what fire flow or static pressure will be available in the future. It could be t .14'-9• / i ( LOf T a higher or lower value.The fire flow or the static pressure available at any specific time will depend on system O LI O AI // 0 O Oj I I ABO` demand and the availability of water supply infrastructure. PIPIIIG Y E (DRAIN VANE // ` O I 1 BELOW TYPICAL) , / RACKS BOAT I I 4-44 I If you have any questions,please contact the undersigned at(631)563-0239. It is the closest test. 2V I 2)5 ^ '� 1j Very truly yours, I ..0 e e 3 !o a a a a I a e l a I a N N Q N 4 `•' N Q N Q `.'Q `.'Q "'Q ' "Q " "Q "' `"g " " "4 `"Q "4 " "Q N 4 "'4 PIPING 4 Brendan Warner,P.E. Director of Construction Maintenance BOAT 4.T ' 9" FIRE DISTRICT I I I F1 BI W O O M1 G1 O O O O BELOW SOUTHOLD - - RACKSI I 4+14'-9� 6 I 2V/2 I 11'2 r[- 2'/2 PRESS HYD# 820109008 PRESS HYD LOCATIONOLD ROAD 1ST HYD E/O MAIN ROAD MA21-R ^ I al 4.2T'-0� 4aTT'-0� 2�N 611 °� • 4�,_6, STATIC PSI DATE 76 4/9/2024 € m 'I I ' I I I�+ I I F RES:D PSI TIME OF DAY 4a24'-5• i v 6 WAREHOUSE - BOAT RACKS +9'-T'PLYWOOD GEILRJGS 56 11:35 AM 6 0 BElau I I I I `O .o FLOW HYD# FLOW HYD LOCATION COEF �AClcsl I 4''4'-9' I I I • SPRINKLER ROOM 820109009 OLD ROAD 2ND HYD E/O MAIN ROAD 0.75 ( 2 2 #NOZ NOZZLE SIZE PITOT#1 PITOT#2 GPM FLOW FLOW @ 20 PSI v v 10- 10-0 3 4-6' 4-IS• 4-15' 4-15• 4-I5' 4-15' 4-15• 4-15• 4-15' I I I( � 4 61-6 EXIST.4'X 21/21 X 2tV PVC TO REMAIN 1 4.5 20 2026 3533 - - - - - - - - - 6 0 e 0 A a a a A 0 e 9 a e !A a a 0 1 PEAK ADJUSTED STATIC PSI w/BUTTERFLY VALVE AND DRY VALVE COMMENTS 66 x � �. R� p� r R� 6•ZONE I SYSTEM RISER ^ A ^ �� A 0 N Q N A N Q N Q N O N A av A N A N Q N A N A Q N.Y N A A "'•Y C'� "Q N Y 4-I5" `" I 4-15• 62300 MAIN ROAD \ 6'ZONE 2 SYSTEM RISER w/BUTTERFLY \ i ' 4-15• - 4-15" 4-I5" 4-15• 4-15• VALVE AND DRY VALVE i 0 4 TEE TO EXIST.FDC -Z" gt_0■ St_0n 2'-94° 3'-0�'I I 9'-10" \ 102�"� 2'-10"` 2'-I1. 10,-01. 10'-0" V-Il" , 2'-11" 10'-0" 10'-�" V-II" 1 3'-0" 10'- 10'-0" 3'-0" 12'-'_L" 10'-01. 10'-0" V-10}"'V-10" 10'-0. 10'-0" V-10"{2'-10" __. 0 0 0 I 0 \ @ 8 0 0 r@ NA Ne N0 N 0 �0 v9 �_n NA -9 :C- - - I - - \ \ _ - - - - 0 N 9 � e N 0 0 N ae N 9 N 0 © 0 N A 0 • 0 Q Y I ' J ,.J• i_ J i_ - - - - - -- - - - - - �'0��PI I �TCE WITH 2O16 N.F.P. A. 13 BOAT RACKS d. BOAT RACKS N FOR FIRE MARSHAL S ' a 4-B° I I 4-15• ( I I j I I r--I °; I-1 t-� r-! i r'I r-I h t--t r� t-� PRIM PIPM N - - - - - - - - - - - - - - - - - - - - - - I I E I I I r - WOOD Bu E,00p 0 @ 0 0 A 0 0 0 0 0 0 0 0 6 0 9 0 0 0 0 I51 !0 0 0 0 0 0 0 A 0 0 • 0 • 0 I^ ■■� CEILRJCs GEILMCs �l.r. Lr ��F+w1'(",J. I I .�.0 0 mac.0 N 0 .�•0 N 0 l r D N B P1PIN3 .9 N 0 PIPING •� ,9 H 0' !0 PIPING 0 PIPMG '� 9 N 0 N �9 N C PIPING '� 8a 9 N A r A RE0UIi 6:.eaD Tail i."" LOFT - - - - II - - - BELOW \ - BELOW - BELOW - ISELOW BELOW - - 4-5" - /r.�� I !, /� 4-,Q■ LOFT BOAT BOAT BOAT BOAT BOAT 4 5" 17 Y lam" r r ABOVE RACK3 RACKS RACKS RACKS RAGSic.: R4 t1 FEE d`',S 4T� l I I �,� ABOVE AT N� E Flirt �+^ � RACKS a Ir e d a�° !'^" . N N N • • �n BELOW _ n 50AT n 50AT PdOTI�'� Ilt/lRS"i.�1.AT 'v T.5.1C:1� O 0 0 0 0 0 0 I I A 0 A 0 0 @ II 0 PIPING 9 9 19 9 Q 0 - PIPING - IBELO - r 1 ►t,1/� !� R/n. PERMITS REQUIRED I N Q' c�v 9 N 0 ry cam•'0 N 9 N 0 cav cam. N N 0 0 N 0 N A N 0 4+9'-9" " 4.9'-9a 4.9'-9' 4+9'-9' 0 C+9'-9" •+0 0 0' ,c.0 N A A ' r• M BOAT - - - - - - BOAT BOAC "' Q - - !f7. RACKS RACKS RACKS FO'.1 r1f'7"F0U0%k..1'.71N i�w-4!!1��. :♦ •� it II � a - ,. 2 I I I I I �' �• �"t3"�G'i t"JS�'FCT;'J�: Z CO? 1 ,►! m � �, m ^ �'m m m I � '� v .'�,.v 4.T4'-5' - - - - �. - � - - .. .. ., e.."u.ta�';� t[::a�I►.'c-... N 0 N �•, N N I I s N N N N I 0 LLB N N N N N N N ,y *� RI M M n m 1 n rn n m n 4.24'-5" Im m m .n In m cn N " N mm " 4«25'-0� I to �. m m �, m I m m �, m m �. a m ��ytl c�7'f /� �•. �i System .n "M m to 12 3. x i,,_�s.�:.I*,SPECT i0. 1'- '"..lt� :'T� VY.�°]�`.11 12A b b 6 B 6 x b 6 6 6 6 6 6 b 6 b 6 6 6 6 6 6 6 6 6 b b 6 6 6 b 6 6 b 6 �w.w..- .... Ws:r,•= .T,,._.. .,,. z„�.:-�- *,: .<..,. .-.,.... .,�.�. .. .... ,. -„ -,....,. ..,, ...,.. ..- .....- .., -.-< „. .uses„ , -..:.. ... _ 124_g 1"AUXILLIARY DRAM VALVE !�^A L 21S°RISER DN TO 1 •4"6'-0"(TYPICAL) 4a20'-5� CO®ES AN'DJ s�"."UC LE.t1F i I� yI (`�q�.(� �. Y PARTS STORAGE 21/2 RISER DN.TO ` v aJ ■tl■s"ptlrA. DIESEL RM O TI ( NI )1 El At W O O FI j a re E _.�•' l; - - - - - - 2'_6n«m 8,_0{{ 0+3'_0{{ 12'-1 °' 10'-0" "°' 10'-0" `'¢+-> °i 2'_1P9"cm 10,_0n N d. 10'_0■ ` °1'-10"i 2'-IP!'"°' 10,_0n m 10,_0n N o1,_10„t 3._Z■ m 11,_0n N m ■f A 1 " {)`/�f�l4�tl..r�4 1 w. HI L OG C m.:m.T TM R:.p.....•. r a O - 4_15. er x,y !� e,lf ..tl..... a YQ,is t�7I ►1€y. '' I I I ( I I 4-15• 4-B■ 4-IS• 4'B" 4 15' 4-15• 4 t5" t I � o o € � a 0 � e ee a , o a � a a s a Qy 4-15■ NUI "'m Q� ' N<Q, NQy '.Q, c'Q, N� NQy � Nu+ Nm I I 1 I SHOWROOM - 0CCU60ANCY OR �1•AUXILLIARY i .■. € ' �/ i E "'"' 9 'T : 1 OFFICE AREA I DRAIN I , (SEE 15T FLOOR PART PLAN A) �l G1 Y O O O O O E�EC' t � - U i�L�"";�r1FUL 2t ' ' NISOCOMM, REQUt►11G® . _ _ _ - 4 >s• 3-0 V1 I It ��"CERTIFICATE OF OCCUPANCY i E a s - _ o � 0t-� !a na , o , a a a a NQI NQ, NQy NT "IT T N6, NQI NQI NQI I NT 9 C\ l t I O U1 P1 € O O BI I O O O t O O O 6 6L 6 + � ��� 23 8-0 5-10 2 9-b 2 20 10-0 - 2 ;3-10 5 10-0 10-0 5-8 10-0 10-0 10-0 8-0 3 � " 1�t:.J E O zz zl I I e otip Y�'�rm CHf.PTER 4'T 3 2 • _OOD DAMAGE PREVENTION )UTHOLD TOWN CODE. DESIGN CRITERIA INFORMATION AREA 3 -=-' - ? POR CONT.SEE 2ND FLOOR PLaN � 1':.t I ^-- ' _ 1 - HAZARD CLASSIFICATION = EXTRA HAZARD HYDRAULICALLY CALCULATED 2 - DESIGN DENSITY = .30 G.P.M./SG.FT. AREA 3 3 - AREA OF APPLICATION = 3250 SG.FT. y� ,� ��T INDEX 4 - COVERAGE PER SPRINKLER = 90 SG. FT./HD. MAX. DRAWING V V ING INDEX 5 - No. OF SPRINKLERS CALCULATED = 44 HEADS 6 - "K" FACTOR = 8.0 , ORIFICE SIZE = 3/4" OP-101 ist Floor Fire Sprinkler Plan , • ` 1ST FLOOR PL AN- 7 - SYSTEM DEMAND = 1715.4 G.P.M. @a 45.56 PSI. 8 - AVAILABLE SUPPLY = 1715.4 G.P.M. @ 58.65 PSI. SP-102 ist Floor Part Plan B Sprinkler Plan SCALE; $n = II-0" 9 - WATER RESERVE = N/A , s .. �, SP-103 ist Floor Part Plan A & 2nd Floor Sprinkler Plan UPRIGHT SPRINKLERS D � 5�5 T NOTES. F -W'wR E P R O T E C TIO N (TYPICAL) WE SAVE LIVES AND PROPERTY 1. ALL MAINS SHALL BE PITCHED A MINIMUM OF Y4" NEW 21r2 SPRINKLER MET��L PAN ROOF NEW 21r2 SPRINKLER PER 10FT. NEW 6" SPRINKLER MAIN BRANCH BRANCH NEW 6" SPRINKLER MAIN 2. ALL BRANCHES SHALL BE PITCHED A MINIMUM OF Y2" PER 10FT. M^,• a+ '� NEW 21r2" SPRINKLER 2'" BRANCH Volume of System Zone 2 UNDERSIDE 2/2" 2r2" OF DECK 6E� Diameter (in) Volume (gal) Approx. Len (ft) 2r2" NASSAU COUNTY LICENSE TOWN OF ISLIP STATE OF FLORIDA Volume of System Zone 1 1 17.47 388 P/L NO : 969977427638o LICENSE # o74 LICENSE # FPC22-000045 BOAT RACKS NEW 6" LOOP MAIN \N 6" Diameter (in) Volume (gal) Approx. Len (ft) 1 1/2 24.00 226 SUFFOLK COUNTY CITY OF LONG BEACH TOWN OF BABYLON LICENSE #RP-61976 LICENSE # 8322 LICENSE # 1430 3 b b b 3 UPRIGHT SPRINKLERS N 1 4.29 87 2 18.86 108 TOWN OF HUNTINGTON TOWN OF OYSTER TOWN OF HUNTINGTON BOAT RACKS (TYPICAL) LICENSE # F2o10 BAY LICENSE #04803 LICENSE # F222081 SHEETROGK \-NEW 6" SPRINKLER MAIN 2 1/2 535.66 1893 2 1/2 644.46 2277 I_. 21r2" BRANCH PIPING ��CC in 2,211 A I / PARTITION 6 944.60 573 3 18.29 42 FOR P.E. or R.A. STAMP 112 Parkwnv Drive South METAL (TYPICAL) W'�'I��-lOUsE � SNOl�R00M 4 66.11 89 EXTERIOR WALL N Total 1484.55 Hauppauge, N.Y. 11788 {{ 6 958.48 581 I AUXILLIARY DRAIN VALVE - Tel: (631) 254-1315(NY) Tel: 61) 698-4869(FL) � METAL � �� T� (5 OAT RACKS EXTERIOR WALL Total 1747.67 4� • Project: PORT OF EGYPT SPRINKLER HEAD LEGEND �� `��`': Title: ist Floor Fire Sprinkler Plan FINISHED FLOOR DATE: 8/1/2024 SYMBOL MODEL K-FACTOR TEMP. TOTAL QUANTITY ORIFICE NOTE ) °�� ADDRESS: 62300 Main Rd. Southold, N.Y. 11971 O VK-3501 8.o 200 372 3/4" UPRIGHT SPRINKLER ' DRAWN BY: A.M. I 1 SCALE: As Noted G wg o: 1 � a VK-305 5.6 155° 8 1/2 SIDEWALL SPRINKLER SHEET: 1 of 3 SP-101 `' O VK-3001 5.6 155' 12 1/2" UPRIGHT SPRINKLER PROJECT OWNER: Porto Egypt Enterprises, Inc. N115 Anthony Matarese(631) 983- 5595 AMATARESE@MILLBROOKFIREPROTECTION.COM Total No. of New Sprinklers This Dwg. 392 I 5- 4- 3• GENERAL NOTES 2' 1. NEW DRY HYDRAULICALLY CALCULATED SPRINKLER SYSTEM. 1, ---- I SUBMITTED FOR APPROVAL A.M. 2. NEW WORK DESIGNED TO NFPA-13, 2o16 ED. NEW YORK STATE CODES. No. DATE REVISION BY 3. ALL EQUIPMENT SHALL BE APPROVED AND LISTED FOR FIRE PROTECTION USAGE. 4. ALL REQUIRED SIGNAGE WILL BE PROVIDED AS PER NFPA-13. 5. CONTRACTORS MATERIAL AND TEST CERTIFICATE FOR ABOVE AND BELOW GROUND PIPING SHALL BE SUBMITTED TO THE FIRE MARSHAL PRIOR TO THE APPROVAL OF THE SYSTEM. 6. EXIST. FIRE DEPT. CONN. TO BE COMPATIBLE TO THE LOCAL FIRE DEPT. THREADS. 7. MINIMUM PIPE SIZE TO BE 1" (EXCEPT VALVE TRIM). 8. ALL AREAS ARE UNHEATED THROUGHOUT AREA OF WORK ACCEPT FOR THE SHIPPING OFFICE AND SPRINKLER ROOM. g. THERE ARE NO PARTY WALLS PRESENT. 1o.ALL UNDERGROUND PIPING TO CONFORM TO REQUIREMENTS OF NFPA-24 11. PIPE HANGERS SHALL CONFORM TO THE REQUIREMENTS OF NFPA-13 AND BUILDING CODE OF NEW YORK STATE. 12.ALL PIPE FROM 1"-112"WILL BE BLACK STEEL SCH 40. ALL PIPE FROM 2"- 8" WILL BE BLACK STEEL SCH 1o. TAX MAP # 1000-056.00-06.00-006.001 SPRINKLER DESIGN CRITERIA OCCUPANCY CLASSIFICATION EXTRA HAZARD DENSITY .30 GPM/SQ FT AREA OF APPLICATION 3250 SQ FT COVERAGE PER SPRINKLER 90 SQ FT MAX. yr "K" FACTOR 8.0 f HOSE ALLOWANCE 500 GPM -- NOTE: - I. THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SHEET. -`' ALL OTHER MATTEIRS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERD CONTRACTOR'S MATERIAL AND .TEST CERTIFICATES FOR ABOVE GROUND AND AS BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. L 2. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS AND UNDER GROUND PIPE" SHAH BE SUBMITTED TO THE FIRE MARSHAL PRIOR TO APPROVAL OF THE INSTALLATION. SPECIFICATION ARE IN COMPLIANCE WITH THE NFPA AND LATEST BUILDING CODE OF NEW YORK STATE. A V AUXILLIARY DRAIN VALVE ! 3" RISER, UP TO LOFT G�+6'-O" CT'1'PICAL) DRUM(i RIP +31'-5'!� AUUXILLD ARY DRAIN i i wisww i i wiw® i � i � i i i woaeiewe i 4-0i2 n -Il 5-4 4-II 5-� 5-4 -II n -ll 5-4 -II 5-4 n -Si2 - -6 8-0 8-0 2-10 '�� 101 Z \N `�3 \ 32 N I�, \N 31 - N �m I N N29 �( N ^28 2l 26 N 25 pt�� N , \ N , \ \ \ \ \ N i �' M 01 N V �' M N t + ch N �t N r M N �t cv + 'CC II4 �Q 0 ' ' KI I cc CF 51 I �./ I I 21i2 �r `" 6 6 I N 6 6 N I6 6 I N O O - 3-2iz 0 O U 6-1 -0 24 8-0 4-5 -0 I e II II 5ATHROOM II -9�% - + 1 II \N \N \N \N -811 \N t O O L� - - FORAGE 19-0 Q1 N 1 H 1 �y 1n 43 N .In 1 ff ii-. a 1 W N I[-Il 11 (\NIn(D w N 1 W 1 0 3 3: 1 0 /� N L 1 F- \N 1 }- \N I }- \N 1 \"' 1 ��' 1 �N 1 \ ' I �c+♦O'-lY/n c'v � N c'v "LI I I I I II 0- O 0- 0 B 1 0 o e o e O &,20'-6" 2- \ ar. \ ur. r -S" w�1 \ "M \ AM. \N \N N O7 1 V• �N N �N 11 1 1 1 1 1 1 1 II 1 11 1 II 1 II I -8" I 3 -6 8 -0 -8 A" - - - - - - - - - - - - � \ @ \N0 \ 61 \ 0 \ 6l MI i HI> 0 0 0 Q I O I I" INSPECTOR'S TEST CONNECTION I 2 O - VALVE +7'-0" P-4 clill I O I O O O SPILL TO OUTSIDE N �; N 6' C' +13'-2 " ,11� - - - - J - - - - - - I-- - - - - -J - - - - - - L - - - NI JI > )_! AI _ia O - - -O - - 2-01i2 � 0 3-I N 0 _le \ -d1b \ o +1,'_0' _ *COMPLIANCE WITH 2O16 N.F.P. A. 1 - z 0 0-1 FOR FIRE MARSHAL GARAGE I WAREHOu5E RM. HYDRAULICALLY CALCULATED AREA 2 DESIGN CRITERIA INFORMATION AREA 3 1 - HAZARD) CLASSIFICATION = EXTRA HAZARD 15T FLOOR PART PLAN E3_ 2- DESIGN DENSITY =.30 G.P.M./SO.FT. 3 - AREA OF APPLICATION = 3250 SO.FT. 4 - COVERAGE PER SPRINKLER = 90 SO.FT./HD. MAX. 5 - No. OF SPRINKLERS CALCULATED = 36 HEADS 6 - "K" FACTOR = 8.0 ORIFICE SIZE = 3/4" 7 - SYSTEM DEMAND = 1577.0 G.P.M. @ S3.98 PSI. 8 - AVAILABLE SUPPLY = 1577.0 G.P.M.@ 59.71 PSI. 9 - WATER RESERVE = N/A A _ DRAWING INDEX SP-101 ist Floor Fire Sprinkler Plan SP-102 ist Floor Part Plan B Sprinkler Plan ` SP-103 ist Floor Part Plan A & 2nd Floor Sprinkler Plan s - w w ' = AW w w or-mw w wt ww' w ® w w ® w le' ERE PROTCT ON WE SAVE LIVES AND PROPERTY ��STM I NOTE 3 1. ALL MAINS SHALL BE PITCHED A MINIMUM OF Y4" NASSAU COUNTY LICENSE TOWN OF ISLIP STATE OF FLORIDA PER 10FT. P/L NO : 969977427638o LICENSE # o74 LICENSE # FPC22-0000 SUFFOLK COUNTY CITY OF LONG BEACH TOWN OF BABYLON 2. ALL BRANCHES SHALL BE PITCHED A MINIMUM OF LICENSE #RP-61 6 LICENSE # 8 22 LICENSE# 1 PER IOFT. 97 3 430 TOWN OF HUNTINGTON TOWN OF OYSTER TOWN OF HUNTINGTON LICENSE # F2010 BAY LICENSE #0 803 LICENSE # F222081 SPRINKLER HEAD LEGEND FOR P.E. or R.A. STAMP 112 Par waY Drive South SYMBOL MODEL K-FACTOR TEMP. TOTAL QUANTITY ORIFICE NOTE s Hauppauge, N.Y. 11788 OVK-3501 8.o 20CY 39 3/4" UPRIGHT SPRINKLER , ''► � I , Tel: (631) 254-1315(NY) Tel: (561) 698-4869(FL) 71,ril Project: PORT OF EGYPT ® VK-36o 8.o 20CY 24 3/41/ SIDEWALL SPRINKLER5., c 5 1 Title: ist Floor Part Plan B Sprinkler Plan ®0 VK-3001 5.6 155' 17 1 2" UPRIGHT SPRINKLER 4 DATE: 8/1/2024 ® VK-4621 5.6 155° 1 1/2" PENDENT SPRINKLER ` ,q� ADDRESS: 62300 M o Main Rd. Southold, N.Y. 119']1 DRAWN BY: a VK-305 5.6 155' 4 1/2// SIDEWALL SPRINKLER SCALE: 3 16" = 1'-0" Dwg No: SHEET: 2 of 3 SP-102 PROJECT OWNER: Port of Egypt Enterprises, Inc. Anthony Matarese(631) 983- 5595 AMATARESE@MILLBROOKFIREPROTECTION.COM Total No. of New Sprinklers This Dwg. 85 5• 4- 3- 2. GENERAL NOTES 1. ---- SUBMITTED FOR APPROVAL A.M. 1. NEW DRY HYDRAULICALLY CALCULATED SPRINKLER SYSTEM. No. DATE REVISION BY 2. NEW WORK DESIGNED TO NFPA-13, 2016 ED. NEW YORK STATE CODES. 3. ALL EQUIPMENT SHALL BE APPROVED AND LISTED FOR FIRE PROTECTION USAGE. 4. ALL REQUIRED SIGNAGE WILL BE PROVIDED AS PER NFPA-13. 5. CONTRACTORS MATERIAL AND TEST CERTIFICATE FOR ABOVE AND BELOW GROUND PIPING SHALL BE SUBMITTED TO THE FIRE MARSHAL PRIOR TO THE APPROVAL OF THE SYSTEM. 6. EXIST. FIRE DEPT. CONN. TO BE COMPATIBLE TO THE LOCAL FIRE DEPT. THREADS. 7. MINIMUM PIPE SIZE TO BE 1" (EXCEPT VALVE TRIM). 8. ALL AREAS ARE UNHEATED THROUGH OUT AREA OF WORK ACCEPT FOR THE SHIPPING OFFICE AND SPRINKLER ROOM. 9. THERE ARE NO PARTY WALLS PRESENT. 1o.ALL UNDERGROUND PIPING TO CONFORM TO REQUIREMENTS OF NFPA-24 11. PIPE HANGERS SHALL CONFORM TO THE REQUIREMENTS OF NFPA-13 AND BUILDING CODE OF NEW YORK STATE. 12.ALL PIPE FROM 1"-1 2" WILL BE BLACK STEEL SCH 40. ALL PIPE FROM 2"- 8" WILL BE BLACK STEEL SCH 1o. TAX MAP # 1000-056.00-06.00-006.001 SPRINKLER DESIGN CRITERIA OCCUPANCY CLASSIFICATION ORDINARY HAZARD I DENSITY .15 GPM/SQ FT AREA OF APPLICATION 1950 SQ FT COVERAGE PER SPRINKLER 130 SQ. FT./HD. MAX. 1 "K" FACTOR 5.6 HOSE ALLOWANCE 250 GPM WAREN0U5E i WAREHOU5E 1. THIS PLAN IS APPROVED ONII.Y FOR WORK INDICATID ON THE APPLICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERD CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR ABOVE GROUND AND AS BEING APPROVED OR IN .ACCORDANCE WITH APPLICABLE CODES. UNDER GROUND PIPE" SHALL BE SUBMITTED TO THE FIRE MARSHAL PRIOR 2. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS AND TO APPROVAL OF THE INSTALLATION. SPECIFICATION ARE IN COMPLIANCE WITH THE NFPA AND LATEST BUILDING CODE OF NEW YORK STATE. 0 11i2 1 3-1 i2 O I0-0 0 �r 9-4 O 0 U D \/E RM. ( �+IO'-2" 1 1 I z I z � 1,Iv O I O 1 O ° 10-0 O 10-0 O 10-0 ° 10-0 3_11i2 I0-0 I0-0 PART5 5T0PAGE PM. ,N IDIE5EL PM. +I¢'-�" N 150 T RACK5 1 1 11/2 1 viz 1 z m 3_I 1��z O 10I O 0 10-0 ° O 10-0 O 10-0 O 10-0 O 10-0 n 1�i 21/2" RISER UP \N 211/2" RISER UP 'I� P DRUM DRIP V DRUM DRIP N SNOlUERS �N `01 AUXILLIARY AUXILLIARY i 2 i,2 2 i,2 t i, DRAIN N 11- � DRAIN O AU 6-0 6-0 WOMEN'S ROOM 0 e O PAPT5 5T0PAGE PM. .N -5" O O C�-�" O O O -5" - C O , 11,2 11� o ,'�2 1 =I11i2 '2 HYDRAULICALLY Y *COMPLUNCE WITH 2O16 N.F.P. A 13-0 0/2o 12-0 .3 &-Vi2 AC:U , D 2 LUNCH RM, 4 _ FOR FIRE MARSHAL PAPT5 OFFICE - I- ,N ^ MEWS ROOM �N 5TORAGE ROOM ° 01 O 4-II1i2 5 -6" e <. 0 1 Q 111 c 2 11 OFFICE ° 12-0 O 12� 11 0 OFFICE " `" O q 31 O - - 1 `r -5" 11OFFICE WATER NE,4�CER _10 r CL05ET - - - - - - - � 1 - � 1�,2 O 111i,2 z � Q 0 - SNOUJ�OOM O 'r 1 O - �- - Il-0 O 8-II O-1 36 P DRUM DRIP O O P AUXILLIARY DRAT VALI/E - O -II i I OO \N AUXILLIARY \N I (c N z 2- 1 � - DRAIN MAIN OFFICE AREA 0 L- 2 _ OFFICE IERVER -5" 9' _ x 0- 0 -6" • ROOM 1 1 '2 :3 �" C� O 12-0 O 12-0 U f ° U - in O1 ICE a `0 \N -5 OFFICE CL OP �N \N 11i2 O 1 2 0 1�i2 ,n ° 0 6-3 II-5 -4 4 35 4 U 4 U 4 OI= (CE +8'-5" m o OFFICE5-1'/z 1-4/z 9-6 5-IC�z `V 3 O \_3" RISER DN. TO 3" RISER UP TO 2ND FLOOR IST FLOOR OFFICE AREA FOR CONT. SEE IST FLOOR PLAN 2ND FLOOR PLAN- 15T FLCO,, R PLAN PART PL AN A- DESIGN CRITERIA INFORMATION AREA 4 1 - HAZARD CLASSIFICATION= ORDINARY HAZARD 2 - DESIGN DENSITY = .15 G.P.M./SO.FT. 3 - AREA OF APPLICATION = 1950 SO.FT. DRAWING INDEX 4 - COVERAGE PER SPRINKLER = 130 SO. FT./HD. MAX. 5 - No. OF SPRINKLERS CALCULATED = 16 HEADS SP-101 1st Floor Fire Sprinkler Plan 6 - "K" FACTOR = 5.6 , ORIFICE SIZE = 1/2" °y 7 - SYSTEM DEMAND = 634.9 G.P.M. @ 49.82 PSI. SP-102 ist Floor Part Plan B Sprinkler Plan ; I , 8 - AVAILABLE SUPPLY = 634.9 G.P.M. @ 64.83 PSI. 9 - WATER RESERVE= N/A SP-103 1st Floor Part Plan A & 2nd Floor Sprinkler Plan . AV ® ® ® ® �! FIR E P R O T E C TEO N WE SAVE LIVES AND PROPERTY A, NASSAU COUNTY LICENSE TOWN OF ISLIP STATE OF FLORIDA P/L NO : 969977427638o LICENSE # o74 LICENSE # FPC22-0000 SUFFOLK COUNTY CITY OF LONG BEACH TOWN OF BABYLON LICENSE #RP-61976 LICENSE # 8322 LICENSE # 1430 1. ALL MAINS SHALL BE PITCHED A MINIMUM OF Yd" TOWN OF HUNTINGTON TOWN OF OYSTER TOWN OF HUNTINGTON PER 10FT. LICENSE # F2010 BAY LICENSE #0480 LICENSE # F22208i 2. ALL BRANCHES SHALL BE PITCHED A MINIMUM OF,16" PER 10FT. FOR P.E. or R.A. STAMP 112 Parkwqv Drive South Hauppauge, N.Y. 11788 SPRINKLER HEAD LEGEND Tel: (631) 254-1315(NY) Tel: (561) 698-4869(FL) , Ts, c SYMBOL MODEL K-FACTOR TEMP. TOTAL QUANTITY ORIFICE NOTE � �c . ., ��° Project: PORT OF EGYPT VK-3oo1 5.6 i55° 62 1/2 a UPRIGHT SPRINKLER I j DATE: g 1 202 VK-3001 5.6 155' 1 1/2" UPRIGHT SPRINKLER ON SPRIG �� 4 O +� ;�" ADDRESS: 6230o Main Rd. Southold, N.Y. 11971 DRAWN BY: A.M. VK-305 5.6 155' 10 1/2" SIDEWALL SPRINKLER � � `�� SCALE: 16 = 1-O Q�.r Iti� „ Dwg No: VK-4621 5.6 155' 1 1/2" PENDENT SPRINKLER SHEET: 3 of 3 ,SP-103 PROJECT OWNER: Port of Egypt Enterprises, Inc. Anthony Matarese(631) 983- 5595 AMATARESE@MILLBROOKFIREPROTECTION.COM Total No. of New Sprinklers This Dwg. 74 - 1