The URL can be used to link to this page

Home My WebLink AboutBuilding Permit 00-0683 i: .i: ~jr.IW' ..d ~! ; ~ I :1:: I" l~I:: ' DATE RECEIVED CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT file ' Oty ~ t. WIt 2. PiDk 3. Yellow ry /1~/oo Permit No. --1) 0 . 0005 ,I. ! DIRECTIONS SPACES NUMBERED 1 THRU..17 MUST BE FILLED IN BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) 2. SITE ADDRESS 43gS r::OUNTJ1.IN H L-1r5 ~ 1. DATE 1-12--00 BUILDING INFORMATION 11. SIZE OF STRUCTURE ~ (WIdth) (OIpII) 3. LEGAL DESCRIPTION LOT \ BLOCK a PID as- 3b "5- 003-0 ADDITION --Feu ntOt n l:iLU ~ Ad.d.lt i Qf\ 4. OWNER (Name) 12. NO. OF STORIES 13. TYPE OF CONSTRUCTION (Tel. No.) ;J"tOG -440 (Tel. No.) ~ MN 53 'tS2..-'t3 -, (Address) ~ ~'c. ~so.fel. No.) . rnc. "De Suite C ~ _ (65~) }48:- ~99 Re-rooflng CJ Porch CJ Re-sldlng 0 Rnlsh Basement 0 14. FLOOR AREA APPORTIONMENT use 7 6. BUILDER (Name) . Fire,Guard Sprinkler" Ser"yi.~~, 2055 White Bear AVenue North, St. Paul, MN 5510~ 7. TYPE OF WORK Rreplace CJ Septic CJ Deck CJ New Construction)' Alterations 0 Addition 0 Finish Attic 0 Chimney CJ Misc. 8. PROPERTY AREA OR ACRES 9. PROPERTY DIMENSIONS 10. CULVERT SIZE Sq. Ft. Width Depth Yes No I hereby certify that I have furnished Information on this application which Is to the best of my knowledge true and correct. I also certify that I am the owner or authortzed egent for the a va mentioned property and that all construction will conform to all existing state and local laws and wiU proceed In accordance with submitted plans. I am awant flat the buil I official can r ke p-ermlt r just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed IlllpeclOl.. X ~ c=.C)oo 18 f-12--D-C? Signature ( 651 ) 748 - 9 4 9 9 UcenIe No. DatI 15. NUMBER OF OCCUPANTS OR SEATS , . " I~:r,~' H >l' ' OCCUPANTS SEATS 17. FOR ADMINISTRATIVE USE SETBACKS: Required Actual MATERIAL FILED WITH APPUCATION SOIL TESTS 0 ENERGY DATA CJ PIUNG LOGS 0 PERCOLATION TESTS 0 PLANS & SPECS 0 SETS SURVEY 0 COPIES PLOT PLAN 0 Front Back Side SIde BUILDING DEPARTMENT VALUATION OFF STREET PARKING SPACES REO. SPACES ON PLAN PERMIT VALUATION 3O,DOO....C9<D USE OF BUILDING --riG TYPE OF CONSTRUCTION: I II III IV V Occupancy Group A B E F HIM R S U Permn Fee ..........~~~...1...~...~..~... $ 3CJ 4. 7 S- Plan Check Fee ............................. $ 2 Sc, .. s-7 I~. o() Amount Brought Forward .................. $ Park Support Fee ........................... $ SAC ......................................... $ Collective Street Fee ....................... $ SewerTap ................................... $ $ Pressure Reducer ..,........................ $ Meter Hom ................................... $ Water Meter ................................. $ Sewer & Water ConnectIon Fee ........... $ Water Tower Fee ........................... $ City: l~;.i il!:; I'. :i. j' ' State Surcharge ............................. $ il'.i 11. : ;1, h-I ; ~ ' : ;:11 Penalty ....................................... $ Plumbing Permn Fee ....................... $ ~G 'i,1' il. < !::, I::!' , 1I;, , W::. ;~:. 11-:' il':, Other ......................................... $ ,i.-' Total Due .............................. $ , t,ftJf4 . 34- lh .. PlIkt :'(,34-- ~No. 39d11 If; Date ~~ II ~ By 1/(j./ " 11: ' This is to certify that the request In the above application and accompanying doaJments Is In acc:ordance with the CIty Zoni1g Ordnance and may proceed a/"'18qU88ted. ThIs docunn... signed by the CIty Planner constitutes a temporary Certificate of Zoning compUance and aDows construction to cor1'VneIlC8. Befont occupancy, a CerIIIIcatI of Occupency nut be --. Mechanical Permit Fee ..................... $ .............. $ WaterTap ................................... $ Builder's DeposIt ............................ $ ng Permn ~en ~roVed. Date - -~ Date SpIcIaJ CondIIIonIIIt'f . City Planner 24 hour notice for al Inspections 447-9850 White - Building Canary - Engineering Pink - Planning The eenler of Ihe Lake Counlry BUILDING PERMIT APPLICATION DEPARTMENT CHECKLIST APPLICATION RECEIVED NAME OF APPLICANT _F, r e- a C''::>CLA !1'C'! Sf> n ~ Ue r J~ I d-_tJtJO Se f"'I1~ (,e j ) nc... The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: 11(~~,5 'Fm ~n ~l) ~(\ V'L Accepted Y--- Denied ~ Reviewed By: Comments: Accepted With Corrections Date: 3-3 -~~ liThe issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." DATE: I ~ - ~~- 00 FAX NUMBER: c:rSa-~'1l -~ FIRM:Prioc- lo...\(f- ~'~~h"f' ATTN:-.:e~ FROM: \b~ ~~f'bO~ NUMBER OF PAGES: 3 (INCLUDING TRANSMITIAL SHEET) MESSAGE: p~ P1eo..~e. S't.-e... a...~o..C"h~ i"f-~i- ~~'jO" If''\ r~~s \'() 'dQ,"^~ r~~"se.... 01\ 'r'he. ~e.5;-\-. ~~r~ # ,. F.O ts...rs wi\t \ce. 'l"',)-\-^\\e..~ .::If 5 3.. I 3 ~ '"\ 0 b s't r- l.A....cA i 0 I'\~ 0 (.A. c... -\- s. Ov"\J... sar~ ( doo , ~ 5'" - 6 . S.:?' ~ ,5 - b. S . s . I U--F P A \ ~ 0 \.t<- r ~ &!r. -#- s:- X"'~f~c+Or.s 7es+ S- J5fH.S DrU SC1s~~ ~o 0:. + d\'S+"'~\- 5pr"" \(. \ ~ r .,.:18 . ," ,:~:~1 ?~>8~1..1.~ _, , ..:.J- -=-__SIRE -GUARD SPRINKLER PAGE 01 FIRE-GUARD SPRINKLER SERVICE. INC. MN. UCENSE NO. COOO18 WI LICENSE NO. SCOOOO139 O-O(p8~ 2055 WHITE BEAR A VB. 1'4. SUITE C MAPLEWOOD, MN 55109 PH.6S1-74&-9499 FAX 651-748-9143 FAX TRAN$MITrAL M.FOR YOUR INFORMATION o FOR BID DUE DATE RE: ~v.." ~~ '" r\ l \ \ s S' - I~-. Lf · d loft.. 4- ~U'i ~S. OY\ ~t.. ef'\ d 0+ ~-c... PI'P!"'. ,'" '^PP~r s-\.or~ -- --- --~ c- 0..1'\. G Cl. ,^-e.5 -\-, ~ s pJ ~ e.... ~U ~'^ \Ls 10M SIGNED -/ ..-' ~ ~ ~ J.4:18 ~ 6517489143 FIRE-GUARD SPRINKLER 1s.-62 INSTALLATION OF S~alNkLER. SYSTiMS ~ 5--15.2.1 Flrc 4ClJ111111D...... CaaDeC..... 1 in. to 3 in. (25.4 mm to 70.2 mm) waterproof malic 5-15.2.3.5 Fite department conn~ctions sball be on the lItreet side of buildings and shall be locatt:d and 3.lT&,ng~d 110 that hose lines can ~ readily and conw:....iently attached to the inlets witho,\lt interference from any nearby obj~cts inc1u~ing buildings, fences, posta, or oth~t' fire department connections. Each fire deparunent connettion to sprinkler systems shall be designated by a sian having raised or engraved letten at least 1 in. (25.4 mm) in height on plate or fitting reading ser- vice design - for example, AUTOSPKR.. OPEN SPKR. AND STANDPIPE A .lgn shall alIo indicate die preS5UJ'e required at the inlets to deliver me greatest &ys~m demand. . Exc.priaft: TM sip Ls 7101 Tf'luirId. w1wrl fk S).tt.e7ft dImMul Jm$SU'fe is lGs thcm l~O p8i. (10.3 bar). So,15.1.5.fi Fice depattrnent connections sh.a.U not be con- nected on the suction side of fire pumps. 5--15.2.5.'7 Fire department connections shall be propeJ'ly supported. s..15.2.4 "........ s..15.1.4.1 A lilted: chedr. valve shall be inatalled in each fire deparunentconnecdon. &.15.2.4.1 Tbere shall be 00 shutOff valve in the fire depa.rt- ment cOJ:Ulection piping. s..15.2.5 DraiDap. The piping between the check valve and the outside base coupling shall be equipped with an approved aUtOma.tic drip. &c.pt.itnJ: An CI~ drip is ftQI TaJUintd. ira ~ fIo4 hlbitd 10 Jtwdt&g. 11I_ III ~ "' '5i! ~ "I - _lll~IU !:1I1- -~ ~ in iii =- iii ~ III 5 III : IU e III S! III . ~ "!Il $111== I\\':: III -e \u 1!1U _ "i1! III::;;'";! lit 5 lit E iii ,n a III !:: ~rQ""'tic drip -nltsll _III !l51\1 5-15.2.1 SUte. Pipe lIi~e aMll be 4: in. (102 mtn) for fire ~ngine connections and 6 in. (152 mm) for fire boat connections. uct1j11iaff. No. J: Far h,d'IDvlicGUJ ~r<<I ~Wtns...firf ~t 5-15.3 Ga..... ccm7l<<til;Jft pipe 41 ~a ell tlw ~r.,.,. ftser sMa be jItInttiItd. 1I11wr, . 5-15.3.1 A pressure gauge ~th a connection not srnaller thaJ\ strf'1Jmg OM syslttm ris.,. 1/4 in. (6.4- mm) shall be installed at the IYltem main drain, at E~tIIJ>titm. No.2: A. singt.a..a...det.Jint tlttpmifrlll'flt CtnJ1&6CIiof& shGll hf each main drain auodated with a floor control valve, and on (Jcc'P,1Ih1611J1wr.;;p.d to a ]..in. (7"",,,) ar Ifftolllr-ri.ut. the inle~ and outlet side of ea<:h pressure reducing \ICl~. Each 11'15 2 '!Ill. A____, ~- Pi r:'." Q gauge connection shall be equipped with a shutoff valve and ~ ..~ ~a_-a_......t..x:e 19ure ~1.,.~.1. provisions for cl~ng. &.15.~.!,1 The fire department connection shall be on the:s)'l- 5-15.3.2 The required pre$lure gauges shall be Usted and sball tem side of the wa~r 111pply check val\fe. bave a maximum limit not less than twice: the normal $ystem 5-15.2.3.2 For single: systems, the fire deparanenr. connection working presl\1re at the point where inlJ~led. They shall be shall be lrutalled u follows: installed to permit removal and shall be located where they will not be subject to freezing. (1) Wit s,stmr.. On che system side of system control, chec~. 5-15.4 c-..... CaDaecdoM. and alarm valves (s. lip.,.. A...1-14. 1.1.) "",- (2) Dr, Sy,t"".. BetWeen the system control v.llve and the dry 5-1!li.41. Maia Drain Test COIlDecliou. Ma.in drain test pipe v.zve c;:on:Qecuonl shall be prov;ded at locations tbat will permit (3) PrMcrion S,.sWm.- Berween the prcaction va.l;re and the flow tellS of Water $Upp1it;:s and l;onnecnons. They shall be chc:~k valve on the system side of tbe preaction valve. S? in5~lled tha~ the v.lve can be op~n~d wide f~r a sum. (4) Del:JA.gr s,.stlm. On the system aide af the deluge wIve Clent tIme to allUre a proper ten Wlthout c:auslng water '. . damage. Main drain connections sball be sized in aecor- ~t:4tlO~ ,COftflllctiaft, oj En..Ji:rs tMplJ1trnmt c~,*nan lo U,.d.,r~-;kdance with 5-14.2.4 and 5-14.2.6. grou,lId pilring sla4U ,. perrrr.it,.d., , s..15.4.2- Wet Pipe SyltelllL An alatm tes~ connection not 5-1S.t.!.S For multiple SY3temS, the fire department connec. less than 1 in. (25.4 rom) in cliamdeX'") terminating in a (;,ion sball be connec::ted betlween the supply control Yal;,es and smooth bore corrosion-resistant orifice. giving a flow equift- . the syllem conu-ol val"es. lent to one sprinkler of a type having the IlnaUest orifice Ezc.ptian: Can.7IBCti07& oj Uw fin ditpartffllnt cf7tl~iio1l ro 'U.1/.cUr- installed on the panicular syst~m. shall be provided to test ground piping sha.U IH ~lIId. each watertlow alann device for each system. The test con- nection valve shall he readily accesliibl~. The discharge shall 5.15.2.5.4 Where a. fiJ:~ department connection s~rvices only be to the ouuide. to a drain connec;:tion capable of accepting a ponion of a building1 a sign shall be: attach~d indicating the full flow under system pressure, or to another location where portions of the building served. water damage ~n not result. 1999 &dttlol'l PAGE 02 , i ~ .~' ",i. '1 \ " ',' ,,! .1.4:18 6517489143 FIRE-GUARD SPRINKLER PAGE 03 1~5T.AJ.J.AnON UQUllLEMENTS 1S-39 Fipore W.J.~.= Mllllmuna di.**ace ~m oh81rud.lan (~U/SSJl). ~ Ceiling ~ r=. Sprinkler . I ~onl. A PI.., VhIw at Column A~3Cor30 (UM dtmension C or D. whichever 18 greater) 5-6.5.2.'* Suwpeacled or llool"'MoUDted Verdcal ObdlUc- aou. The:: dilQl.nce from sprinklers to privacy curtains, free standing partitions, room dividers. and similar obstructions in light huatd occupancies shall be in accordance with Table 5.-6.5.2.3 and Figure ~.5.2.3. 'Dable ".5.2.S 5upeaded OJ' 11O<JJ'-Mounted ObBlrucaolUl ($SO ISSP) Horboatal DiIUDce W 6 in. or less More than 6 in. to 9 in. More than 9 in. to 12 in. More than 12 in. to 15 in. M.OTc than 15 in. to 18 in. More than 18 in ro 24 in. More than 24 in. to 80 in. More than 30 in. MIaimum Vertical Da.taaec: below DeOeaor (Ia.) (B) 3 4 6 8 91/z 1 i1 / 2 1 ~1/2 18 lor SI units. l in. .. ~.4 mat. Notc; For (A) anf:l (B). refer to Figure s.o.S.!.!. fipre W.5.2.! SIIIIpI!IIded OI'~" o~ (SSU/SSP)~ ~ Ceiling or roaf A E FlOOr - ~ A Open web .eel or wood truea ~ ~ EhNldlOn ",.. of,..".. ~s.&.5.S. Obetrucciou that Prevent SpriDld.et Discharge I'f from. Rear.hing die Kuanl. ContinuoUl or noncontinuou5 obStnlctiOD' that interrupt the water discha1ge in a horizontal plane mote than 18 in. (457 rom) below the sprin~c:t deflec- tor in a manner to litnit the distribution from reaching the ptorected hazard shall-comply 'With this section. I EJeCIf/1flur&: n<< ,.,..,i'ff'lfW'rlLr Ol'hu .Mctitm sNdlalso apfJz, to obstruc- rtrm.s 18 ~7J. ur 41# b6/DuJ rI&. Sl'rinJJ.lur lip' and ordinary hGZ4rf1 GCeV.'ISf&t:W. !Wi.5.1.! Sprinklers shall be installed under fuced. obstruc- tion, over 4 ft (1.2 m) wide such as ductS, decu, open grar.c: Oooring, cutting tables. and overbead doon. &uprian: 06.stru.ctimu tho' atY 1&0' ji.:ud i'll plsa., such cu evrVmnu toiJl6s. - 54.5.1.2 Sprinklers installed under open gntings shaJl be of thc intennediila!: level/Q(:~.torage type or otherwise shielded from the discharge of overhead sprinklen. 5-6.6'" C1eanace to Stonge (SamcIard PeIldent aad Upript S,.., Spriald..). The clearance between the defleCtor a.nd the top of.range shall be 18 in. (457 tom) or greater. ~;tm: l0urr O'Nw st(JruhmJs sJ1t1dh grmll!r ,,"~im'Ums, they shall be follDwtJd.. S. 7 SideWIIII Stlaldarcl Spray SItdnk1e1'11. ~7.1 Geftec'al. All requiremenrs of Section 5-5 shall apply to sidewall standard spray sprinkJen except as modified below. s.. 7.2 Protealoa Ar".. per SpriDJder (Standard Side1Wall Spray Spthlklen). J..'1.2.1 DeteoaiaaliOD of the: ProtedioD Area of Coftnlc. 50-7.%.1.1 The proa:cction area of cove~e per sprinkler (As) shall be dccermined as folloW5: (a) AltmglM WcUl. Determine the distance between sprin- klers along the wall (o.r [() the end wall or obstruction in the oue of the end sprinkler on the branch line) upstream and downstream. Choose the large,- of either rwke the distancc ~o the end wall or the diar.ance to the neXt ~prinkk{: This dimen- sion will be defined ;u S. 1 Wi EdItion CONTRACTOR'S MATERIAL. TEST CERTIFICATE FOR ABOVEGROUND PIPING 'ROClDU"1 ...... .....1..... of work, .ftllMCt.... ..... .... lItell 1M lNde by ,he toft.net.,'. ,.........."hIe Ind wi'........ by 1ft OW"I'" ,...,...n'I"ve. All ..... ..... ... eemeted end IYltem I.', 1ft ..rvIeI before contrlC'Ot', penonMl finally""" th. Job, A .Ftlfl.Jete...... 1M flIleeI out Ind .ltned by both """""'1''''''' Cop'" .hel.IM .".,.,eeI fOt IPCtf'OY'"f lU.hor.'.... 0Wft1" Ind con'rle..,. It II UftdIntood .... OWMt', ............,'M.. .~tu,. 1ft no Wly ..,.Iud- ...y cl.1m ...1"" ....trICtOr 'Ot flUltv """,111, .... worltmln......., or 'IIIure to MftlIIIy we... ...,..,.,.. ...fIorltv . rlQUl""""" 0' IoCII OfdInlftCll. ~~M. I DATil _ . /l.1/J H./t-t--S .. /;2. - ,;V - cX-: "Olte"T AOOR A 4.'5>75 r:=rJ/JAJ-rAI"-l I-II/'& <; DRJV [; N &": ~/oR t,A.KCI t1 Ai 55374- Ac...,\"T-VyROVINQ AU THO RITVe.. NA......... ADOR.... 'LANI IHlTAI-LATION CONI'OR'" TO ACCalnaD I'LAN' I29YII 0 NO aQUIItM..NT usao " A"ROyaD fB'Y1' 0 NO II' NO, IXIt\.AIN DaVIATION, HAS ~a"'OH IH CHA"Oa 0" "I..a aQUI~"IIHT .....H IHIT..UCTlla AS TO LOCATION ~VII ONO 01' CONT~ VALVa. AHD CARa AND ..AIHTaHANca 0" THII Haw aQUll'MaNT '" HO, ax IN INlT"UCTlONI HAva "~Iaf 0" A"RrItRIAT'~NIT"~CT'ONI ANa CARa AND ..AINTaNANca CHARTI rgr VI' 0 NO AND N A I A .aaN I. I'T ON a,," I II' NO, .X~LAIN LOCATION ,u~Pl.la .1.001. ENTI R ~ 0' IVITIM MAKI MOOIL VIA" 0' II O"IPIC. QUANTITV T,M'.AA TU'" ~UI'ACTU" IIZI "A TING ^ 1\ I I r=J1=(l Y2.. U4.UI!' .? Lt:: ~ I ~~o .'UNICL.... , f ~ V'7_ ' , 4- J~~O /2,rL .z .../~J.J.;- r=/~~'7 j/::J.. .1 ,.2... :;2.c;c' ,-, x" /:" i.. ~r;J J 1, If" /-/p:'R j-----:~ if .>-:" ~'(~) ..:.; "Ita CONI'OR"I TO IJ FD. Cln ITANDARD IS VII 1:] NO 'IPI AND I'ITTINO' CONI'OR" TO AI~A 13 'TANDARD IS( VII 0 NO PlTTINOI II' NO, eXltLAlN ALA..M DIVICI MAXIM"'" TM 10 OPe..,., 1'1 nR)UQH TDr ,,,. ALA"M TV" "AKa MoDaL "'H. .ac. VALVI 0.. 'LOW vAAJe . P ()'i7'E R.... VS~-F INDICATOR nlllv IIALV. ft. D.n. MAIU Lltlin.L I .."'Al NO. LlAIt.. LIOn. I. .."IAL NO. I TIMI TO T,,11t WATIA AI" TA" 'OINT T ..~~~:::.. ~~~~~ID THAU TilT ,,,,- 1t.....U... '..Iau... AlA "...U... TaT tUTL'T- ,..iiit.RLY DRV Itllt' "IH. lac ~I "I "' MIN. lac, va NO OP...ATING TIlT WI....... a,o.o. WI'" Q,O,D, II' HO. aJC~IN eMIAlUMD 'ROM TIMI IH.ICTOR" TIlT PI,I '1 O'INID, "A .... ItRIHTeO IH UIA CoMnctor" Material . Tnt Certificate lor AItowpou'" Pipi.., (OY.... i I !:I-l~~O/ i~ i!:lD ~# i~G:C?~ : ~~~ ~~ . wc/~ i... ~ J:1o~ ~ it:::J. ~ i~~ ~ It &l. I:A~- - ~ i I I I [ f i ~' ~ A '1\ i ' 11\ \ ! ;: \~l A Sprinkler . .1 Obstruction I. Plan View of Column INSTALL-\T10;'l.j REQl'IRE:\IE:-';TS Ij....JS Figure 5-6.5.2.2 Minimum distance from obstruction (SSU/SSP). .) - LI (09 ~ ~ r=. Open web steel or wood truss 4~e,s ~,~ ~'-\\~ ~f'Wc ~.; ~ ~ Elevation View of Truss A ~ 3C or 3D (Use dimension Cor D, whichever is greater) Minimum Vertical Distance below Deflector (in.) (B) 3 4 6 8 '1"' 91/2 12112 151/2 18 For 51 units, 1 in. = 25.4 mm. Note: For (1\) and (B), refer to Figure 5-6.5.2.3. 5-6.5.2.3* Suspended or Floor-Mounted Vertical Obstruc- tions. The distance from sprinklers to privacy curtains, free standing panitions, room dividers, and similar obstructions in light hazard occupancies shall be in accordance with Table 5-6.5.2.3 and Figure 5-6.5.2.3. A E 5-6.5.3* Obsttuctions that Prevent Sprinkler Discharge from Reaching the Hazard. Continuous or noncontinuous obstructions that interrupt the water discharge in a horizontal plane more than 18 in. (457 mm) below the sprinkler deflec- tor in a manner to limit the distribution from reaching the protected hazard shall comply with this section. I Exception: The requirements of this section shan also apply to obstruc- tions 18 in. or less below the sprinkler for light and ordinary hazard occupancies. ~.5.3.1 Sprinklers shall be installed under fixed obstruc- IT'I tlti';ons over 4 ft (1.2 m) wide such as ducts, decks, open ~e flooring, cutting tables, and overhead doors. Exception: Obstructions that are not fixed in place, such as conference tables. Table 5-6.5.2.3 Suspended or Floor-Mounted Obstructions (SSU /SSP) Horizontal Distance (A) 6 in. or less More than 6 in. to 9 in. More than 9 in. to 12 in. More than 12 in. to 15 in. More than 15 in. to 18 in. More than 18 in to 24 in. More than 24 in. to 30 in. More than 30 in. ';l Ceiling or roof 5-6.5.3.2 Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otheIWise shielded from the discharge of overhead sprinklers. 5-6.6* Clearance to Storage (Standard Pendent and Upright Spray Sprinklers). The clearance between the deflector and the top of storage shall be 18 in. (457 mm) or greater. Exception: Where other standards specify greater minimums, they shall be followed. 5-7 Sidewall Standard Spray Sprinklers. 5-7.1 General. All requirements of Section 5-5 shall apply to sidewall standard spray sprinklers except as modified below. 5-7.2 Protection Areas per Sprinkler (Standard Sidewall Spray Sprinklers) . 5-7.2.1 Determination of the Protection Area of Coverage. 5-7.2.1.1 The protection area of coverage per sprinkler (As) shall be determined as follows: (a) Along the Wall. Determine the distance between sprin- klers along the wall (or to the end wall or obstruction in the case of the end sprinkler on the branch line) upstream and downstream. Choose the larger of either twice the distance to the end wall or the distance to the next sprinkler. This dimen- sion will be defined as S. Ftgme 5-6.5.2.3 Suspended or floor-mounted ObstructioDS (SSU/SSP). "P\eAbe.. \~+ ~ kno~ Floor ~~ ,-\O~ ~~ -\0 00 ON\.- 1999 Edi~ion dl21-2121121121 1219:5121 MCDONALD CONSTRUCT I ON I ~K:: fax.frm P.1211/1214 . C.ONSTRUOION Inc. 7601 l.e.sT~. S7, WEST AP?~E VAlL~V. MN ~ 12.tj , FACSIMILE TRANSACT10?-J fORM' (6':2~ 4;;'.7:1:1 COnr.fl";::~I~~ ~~I:e FAX (6~2)~1-::)::e DA IE __/"J-. -. ? Q --b'~ , ~~l\)~ /y _ \( ,---,...~.. ~ ,\. ,--~~- ~. \... \... -/- -...- ^-T~ 1. ,///.", ---/...,... .~ : i ~.... . -."....--. .-- ~SSAGE (IF .AJ\l): ,n~~~ ~~?) --L7?~-'T~""~-,#~Q It- /)/~..j-~;p# ~ ~ t!L~qS _ --;= .PAp ~,;...... - .. ,. .. 10 u..~r - ~ %J..z..p ~<f? ~y:f / ~';> "fJ./A/?" U"//i7 ,;:to ,;2 Jf --:5.,,#.-k:~ ~/"/(HcFP7l/ ./zY " , "_p//frtY ~~5~ PA:;;~/ .#- AA'-Y'~ar &71' IN ~-. "..~~~~/-<f t~(lrp# /lP',~J:.', /~ 9 J lJ,;p ~' ,Ii~~ ,/ /.;1' /h~' ( , JL,I) tti 15' #/y ,L/,;'17 7 A!- r ;J ~ b ' ,.~, r 1J?c.,j( U//J;-l- Dr Jph-t.yr./)/5' ~"';:.~;- ~/4cff~f) ~I(.# ~. tJ {)tYc../!.. ,..&-~ Pj,t?/:?ti:.Jr'.--;', ~ J/a-..A' ~ ~ fiY//. ,; ~ TO; &g, #U.Tc;/J-/P5 TOT At l\1.JJ\1BE,R OF PAGES (INCLUDING THIS S}{f, " " SENDER: E~.II $~j)o~~/) - //1/ ~/C# ., -, / 'j;;;- c:,.K~ft/v , ,., .-L.r:://c:'<'5 ~ .- "-'"Z~.L?2.P ~ -~~ y~ -/1 ,n: /J II / J //:v~ "1-~ (~/~ -7#1 -7913 ./ly~' ~3) - 7t#t71 c::0-2000 09:50 ;'.:~'i;lf!~];,~,~(,;::)jl;?~[!lt~li~~l'~i MCDONALD CONSTRUCTION INC ~' (CLOUDS I I ~,:;.". ",'" I I' '},r.:':..:. '. ,k: , :." .':,.:,:,:,.,Y ~": r ~~,': ' , :! . -' :'..,i':. L~.\':,. '. . I '.. '. . .... 'l:: ~,' ,', ':.', ,~,:. ., .,\. ,,' ~. ,. _. ~ ~. . ...'~! ,. ,.Y' \:Ju- f . ';"'r' ~'~ . .~.:.. .:.:.t\~.:....,' 'I:' . . ' .,. J, : '~ ~ :;). "Jl. .\:'. "" . '4 ~, .,.' , '~~J(,I; "h \"~I ,f .. ~, ...~~ ._-_....--........~ . ..'''...._..._~~~~~::.::~;).~ .,.;:."....:;~:::;I.~\;i\i~ ~',I - :....' Prestige i~CLOUDS" include; eye bolts, aircraft cable. and cable connectors. Stcl,~,':i:Hd colors available are... black. white and g" ":~'... -- ""~~ , .~:"~ .'<:.<;;, '.~~,~ ,~.... '''~~''..'''''\. ~" '~<'':;~<:~' ~..' .~~.~".'..'. :.. '.' ..'....~~~..~~....',. 8:' ~,," ~.~.::.~:.~..~.:.~~~~.~.~. ~..': ,: ~~. ~~~ I " "' ~ , !I '-..:.~ : r ) 1 " ~r' 'I' , c:;;;a;;;;; " " '.-.- , . ~ ';;" -::....-~.:1 . ::':':.-~") ." . ~~--;;=J ~~ '::":;"~--:=::::J ~". II ....,... ,oJ.::=;1 -;;:::;:-;::;1 _".U;::= .,~ -_.~ ~ ....f*=:;: :~::C"'" ~=:L~ ~ :".:::=l --,.....""'.....,,...::::t -~~~ rJl~ L~~J ~"'nl;; ~ .~ .1: Ii j I ;.H.I~~ 11/1 .1 I ':~r. : il! ~I i I d I !I 'I i' Ii I'11 . 'III i ... ""'''.'~'I ;'.._J '-.. _l. It... ~ P.02/04 t~i:j~~~lt~~:~~i;~::'~!~~ ............ I X3 p/p/5 If iJ ~t!#GP d0-2000 09:50 MCDONRLD CONSTRUCTION INC P.03/04 ')," L-T R1(L! STOR1(r" ".\/~TEU , 1- ~~. L l: : 1 ,'~ 1\ ',I~' t ~ { ~ 4 i"Y \ !',llle' ~ack:Storilll~ Systenu...tmgint.oerr.d and built to ~l"e youI' toughest )tnrl~~e' requit'ements. Designed to pro\,'idp. virtuallv unlimit&.!d options on p,)IJUI rack ~tol'age. Delivers an e,'ficien~, economicOlI U1i~ of both floor and Hir :.p;ltP,. Avail:ibr~ in popular- T~t'lrdrop Design (TOI "from stock". Ea$V to ~st'mble, Ihe'~f.J r~lc;ks pa$li the most s(:n,llinlzinK ...r,alysi!; Jl,d (ontribl.!te v.;tluttr utilil)' and quality, Pallet r""k:; C;;;!n ~asily inte:.:rchangt:: wilh other "tear drop" !Otylt! upright:; and beams, FOB Shipping !>olnt. Uprights: .,tl!l,,,ht$ iJvailable 6'_0" - c....1og U'''CitiTS S\Z~ C.. WI. .....Clt ,50' .O",~ c"~p"~c::iliE!5 tQ flO,OOO Ills. N~. D,_,H , (lbI.) m,..) , b. tor :Ji.lI."S not sho\,vn, please r;on::;lJlt J(;'~1'442096 4 Z ~ 96" 14000 43 SSO.lEa I Ih~ iapory, Use CCJpJCily of one I(l'f1442120 .1~ :IC 120" 1 .H)O() SO 55.72 I fra.rnf~ to d~t~rlTlin~ ,-=ap,u::ity oi orH:: ICPF:l042120 42 10: '20" 21500 58 51;t.l ~ , i ICPIf20.JZ,4& 41 :l/ 14~" 21300 72 67.101 h'iY, 1.();uJ Gilp3l;itier. are bast~d on I(pn041168 42 x Iii!}" 21500 1;11 75.;;'& fratl'Nl".i .1nchorP.d ~o floor, in a "pn04'2'~2 .u ." 191" 11300 95 83.61 ,I 5tr;:;i~htlirl~. h}r dlllf,llh~. hej~hl. .Ind CoJpoKilih nul ,/1I,),,",n. pll!...~1I! O:O(I~lIlf ,..nary, 8EAMS j CalOl1as Sit~ C..~. Wt. .-rice P'oIo. OIlH UbS.) (u.s.) b. ,I ~carnli; L~n~I"S ,)vail.lbl(! .:\' .0" ~ lCPTol12"O~6 4'';' x ~6" .151Kl 2) $22.92 l. ; 4' _0"; ~Jpdciri(~ 10 9,500 Ib!i. For "Pf..tt14096 -4'1, '( 96" :;!:i50 2.5 24.77 KPTS12~09' 5'.. ~ 9h" 701)U 2(J 25.81 t ~izf's. not shi)wn, please CorlliLi II K,pun.,otl 4',~ \( '08. ]600 2f} 25....8 ia(:l(~i"I-' Length r\1ters f~) dear lira,., lPU624108 4'..10 It H)H" ~i"5() :!B 21.64 l ' in'iC'\tht~. C.lr.>dtitie:s olrc in KPT$U41OR 5',;, I( we" 6,!,OO J 1 'lB.67 I KflTS9001 08 & ~ 106" 90Q:/ "1 3...6~ Ib~.'p~'1lr, lInirmml~' di~rribuled. Kf'T.i' ;!oI no s",:, l( 120. -'l"'~ 35 33.97 ,,-,;) ICpn~O(Jl~O 6 x , ;:!O. 8133 4~ :18.32 I ICPT6S001014 (l'h ~ 1.'~" i f)m) 00 S2.11 ',)r '.'lei "1'4 r.i1p.l.;lml1\ .,m ,hown, f1'c:.Ill~ l.:DM"'1 , :,1("1'1I". I.APPEDCROSS BARS C;alalog U i&ht Wt. Pri~t ~b,. ,3:pth (Ibs.) E.L kPFN"SB 1 ~~ ,1:':'- 6 511.95 ((LCI."~;l , -12" "',~ 5.3" pos'r PROTECTORS (;'1.1101; WI. Price No.. ...~igbl (Ibs.) E;a. I(PP."14 Ill" 1.\ 18.9:; RICID ROW SMCl!RS C-llalog Fur Space WI. I'ril:(' No. Deplh (Ihl.) Ea. ICUn1~ I:!~ $04.15 I(J!RS.12 , ~., 1.1:1 .1.J t Ci1lal~g \V,.'ll SPi\CER W..lIlo Fal;C' Wt. Pric~ N~J. ' of Pnst (Ih~.) b. \ KRWS.I ':! I.!'. I. ~) ..,'.lS ! WALl. 'TIES , l ~at:tlog W~II to Face WI. Price Ntl;, I()f poct ' llbs.! b. lItWTS12 11" , , S.1.ZS ~hl!" .;i;r.~.. ,'~.'Ii',lbll! - pll:'IW '~(lfll':'CI !.\~:(IM.' --~-- !-.,<_..~! i:~,j.C\ \\I~:E D~C}\, P~lIel'kil,k Wirc~ Dcck...I'educes fire r~t,i';.H,d~ .., win;! mp.!ih incr~la5es 5pfinkler water now throl.l~h. Simpla drop in il~~ral\lltjqn, Clp.nn, !I,if~ and dUI"<Jble S10r<lse s~lriilc.:e. Reitltl)tI'I'l~nt channels p"cl'vide iJdded c.lI)~cily wilh Slep beclms, rOB'Shipplng pt:)inl. Ciat'-'aa NiP. , K'\"O.t6ol2 Size W~I) .\6"W x 42"D 2" II; 04" II; ... !,)il. wirt! " ~p. c".lnnels 2500 lb. (;ap~tcily ,SS"W lot ~:!.D :!" :( 4" ~ .t !II;'. Wife .~ ~3, channels ~soo lb. f;~P3~ilv Wt. Pti~ (1M.) Ea. :15 St9..sn J7 n.lS I(W I;),) ts" 2 " .,':..:.;.,....,11.,... ... ',""'oj' ..,~ tf"'-~~~~~.J 0" .:;..' . .., t:NlvtRSA!. ~lGt!) W'AU. .5t ROW SP,o\CF-R I I I ~ ,..r~~1. ~....--,,,..... CJ~~::""-" /:;j ~~. -'~~::. "'.11 4 4(1.. ,-~/" r-t" ~ J ao4. ;J-. ,:... 'Ie 1tlU JG"C""LO IlIf': ~-'4 r..;( ~ ..'!~"....IIl,..,..,,,..r.7.r,f'r."IIf"...C.'~ N:ll PIlO!'!C'I'QIIS PRE'Ji:NT ~A~~ 'tP tlP!lIr.HTS eRo::;: eARS ~ r.-FPI.Ut'; :5 'I',....."" 0 ARD Tr.~?.DROP . ,.1~1)jl~ I'!'I:lIo1T :SllrETY -::l.JI" . "'I\l.~) ~I:lll" F'tAn~ . .hltof.~ tlN\.ll\l "II" 1Ill0\Ctlll ~lu. ~ IUllC. I 63 I ; , , . ,,',. iiiih uuO 3:38PM No.2201 p. 1/3 Alcohol It Gambling Enforcement Bure.au of Criminal Apptflhension Capitol Security Oriver 6. Vehicle Services Emergency Managemenr I Emergency Response Commi.fon State Fire Marshall Pipeline Safetv State Patrol Traffic: Safety FAX Cover Sheet STATE FIRE MARSHAL DIVISION FAX " 651.215.0525 TO: P G-k ( FAX #: €JS2 -447-'l2~s J C) ~ '" [5 / bt1 ~ (" PHONE: Ct;6J) ZI5'-o)'( ~ FROM: DATE: /2-2()- 0 0 SUBJECT: 5", 5("- J-A. t'J C~frk.G t; -.1 PAGES SENT .3 (Including this page) ,-, 1L ~ JIk IV FPIt 13 ?(, e~/i(fJ /1 ~-" 5;3 4~ h" L .~) toY' .&e, ~ -- ~/I ~ Cf t>-J. COMMENTS: ~r' ..c.. CONFIDENTIALITY 'NO TICE: The docl,lmanr(s} accompanying rhis eover sheer may c;ontll;n c;r;mfidsnrial informarion whir:h is'sgally prorected. The informarion;$ intended only for r". use ofrhe intended fflcipient ".mlld abt:)\II!. If you are nof the intended recipienr, you lira hereby norified rhaf any disclosure. copying. disrribution onaking any IIction ;11 ,.,,,fanee to the t:QfJrenls of rhl's t.ltn;opi.d ;t1formar;on by yau is litricr/y prohibited. If yOu have received rhis fax in .rrOr, please t'fDtify us immediately by r"'.phon. ro ;Ir'lInge for rhe return of the documents ro us. AN EQUAL OPPORTUNITY EMPLOyER 444 Cedar Street, Suite 1'5; St. Plul. Minnesota G61Ch.6,A.S http://WWW.dps.state.mn.us .JuG.3:38PM 13-34 No.2201 --I ~..',~: : ,~: INSTALLATION OF SPRINKLE.ll SYSTEMS , . y I. T:">l~ 4-6..!S.1.2 PoaitioDing of Sprinkler. tD Avoid ObstructjolUli to ])ischarg~ (SSU/SSP) D4~e from Sprinklers to Sidt: of Obltructic:m <a) Less than 1 it One ft to less than 1 ft 6 in. 1 ft 6 in. to less than 2 ft 2 ft to leu than 2 ft 6 in. 2 ft 6 in. to leu than 3 ft 3 it to less rhan 3 ft 6 in. ~ ft 6 in. (0 Jess than 4 ft -4 ft to le$nhan 4 ft 6 in. 4 ft 6 in. to less than 5 ft 5 ft and greater For Sl Units; I in. ... 2!S.4 mm; 1 ft ... 0.3048 111. Muimum Allowable Di_lance of Deflector above Bottom of Obstruction (in.) (b) o 2]/2 Sl/2 5 V?, 7lf"J. gll2 12 14 16Y2 18 Calling :ll ObstrUCtiOn a Elevation view FiguFf: 4o-6.5.1.2(a) l"o.,itir;aQing of sprinklen ro avoill ohso-uerian, to dillcharie (SSO/S$P). ~ s':i ~ b ~ ~ Obstruction ~ ~ ~ ~ ~ ~ ~ Wall ~ ~ ~ Ceiling d a a ~ (d - a in.) +' b ds30in. Elevation view Figure ..6.5. lot (b) Obstructions llg.ainst walls (SSO/SSI'). 1996 Edition 4-6.5.2 Obstructions to Sprinkler Discharge Pattern ne'Vf:lopment. 4.6.5.2.1 Continuous or noncontinuous obstnictions less than 18 in. (457 tnm) below the sprinkler deflector thar. pre- vent the pattern fr.om fully dtvcJoping. shall comply with this section.. 4-6.5.2.2 Sprinklers shall bt positioned such that they are locar.ed at a distance three times greater than the mai.l;I1um dimension of an obstruction up to a maximum of 24 in. (609 tnm) (e_g., structural members, pipe. columns, and fix- tures). (S,e Figun 4..6.5.2.2.) Exctptifm No.1: Spri1'Jilers sha./.l bt pl1'mi~t4d to b8 SP4C1ll. 01'1 opposite sidtj of tht obstruction J1rovided tM distaru:t {ram 1M Ctm~ terli'M of ~he obstruction it) the sprinklers dots ttat ~eed ont-hal[ the aUo1.lJCZhl, distant~ b~t'CLIeen sprinkltrs. Exceptu:m, No. 2: W~Tt lrn obstruction U)1J..tisls of open lftJSSeS 20 in. (.51 m) ()T treatlT apart (24 in. (.61 m) on cmt.,r}. spriniturs shall be ptrmitted to be l()cat~d OTU..half tlw distance betwlttl 1M abstrudion Crlated by l~ truss ptavitUd th4t all truss '1Mmbers arlJ nDt grlfJ.ltr than 4 in. (102 mm) (nominal) in width. E;Eteption No. J: WherlJ t!w sprink.lers arB instalkd in t/~ ct!nler- lim of bar joists or a t'11JS~. E~epti.on No.4: Piping to whieh {J,n upright .rPrinkl8T is diTtcl.ly attachMi ltSs than J il1. (75 mm) in dio:TMttT. E~eption No.5: Piping to which p#ldtml sprinkl~ts ar, directly atta.ehld. - 4~.5.3. Obstru.ctioris that Prevent Spl'inld~r Discharge \ frOM Reaching the Hazard. Continuous or noncontinuous obstructions that interrupt the wateT discharge in a horiz.on- tal plane more than 18 in. (457 mm) below the sprinkler deflector in a manner to limit [he distribution from reaching the protected huard shall comply with this section. 4.6.5.3.1 Sprinklers shall be installed under flXed obstruc~ tions over 4 ft (1..2 m) wide such as ductS. decks, cutting table5~ and overhead doors. Exceptil.m.: Obstructions th4l are not fIXed in P~Ct. such as canftt- e1Ut 14bles. 4-6.5.3.2 Sprinklers installed under open gratings shall be of the intermediate Jevd/rack storage type or otherwise shielded from the disc~arge of overhead sprinklers. 1..-1-4_6.5.4* Suspended Or Floo;:Mounted VCJ"tic.1 Obstruc- tions. The distance from sprinklers to privacy curtains, free standing partitions, rOOm dividers, and similar obnt'uc- tions in light hazard occupancies shan be in accordance with L Table 4-6.5,4 and Figure 4-6.5.4. \ 4-6.6. Cleara.nce to Storage (St..ndal'd PeradeAt and Uptight Spray Sprinklel's). The clearance between the deflector and the tOp of storage shall bt 18 in. (457 mm) or greater. Eutpti01l: WMrt tJeher standards sp~cify greater minim.u.mt. tky sho.ll b, !all(J1,JJ,d. 4- 7 Sid~wall Standard Spray Sprinklers. 4-7.1 General. All requirements of Section 4~5 shall apply lO sidewall standard spray sprinklers except as modified below. ~ ~t . JU 3:39PM No.2201 p. 3/3 iNSTALlATiON REQUlRf;MENTS 1 !-!S 5 a Plan view of column ~ Ceiling Sprinkler . I ':l ~ ~ ~ Open web steel or wQQd trU&lji Elevation view of truss a ~ 3C or 3d (Use dimension cor d. whichever is greater) Table 4--6.5.4 SU$pended or Floor MouDted Ob.truetiolls (SSlJ/SSP) . Horizontal Diatance <a) 6 in. or l~ss More than 6 in. to 9 in. More than 9 in. to 12 in. More than 12 in, to 15 In. More tha.n 15 in. to 18 in. Mor~ than 18 in to 24 in. More than 24 in. to 30 in. More than ~O in. For SllJttlts: 1 in. = 25.4 mm. Minimum Vertical OilWlce below Deflector (b) .3 in. 4 in. 6in, 8 in. gY2 in. 12112m. 151/l!in. 18 in. 'Sl a H r. ObslNction I Figure 4.6.5.2.2 Minimum diStance !ram ob.~QD (SSV/SSP). Ceiling or roof t PlOOf ~5.4 Suspended 01' f1oor-moQnt.ecl Qh$tru~tiDnS (SSU/SSP). ~ --- 4.7.2 Protection Area~: per SpriDkler (Standard Sidewall Spl"ay Sprinklers). .. 4-7.2.1 Determination of the :Protection Area of Coverage. The protection area of coverage per sprinkler (As) shall be determined as follows: (a) Along the Wall. Determine the distance between sprinklers along the wall (or to the ~nd wall or obstruction in the case of the end sprinkler on the branch line) upstream and downstream.. Choose the larger of either twice the dis.. tance to the end wall Or the distatl(;e [0 the next sprinkler. This dimension will be defined as S. (b) Across th, Room. Determine the distance from the sprinkler to the wall opposir.e the sprinklers or to the midpoint of the room where sprinkl.ers are installed on two opposite walls (st/I! 4-7.3 .J). This dimension ",ill be defined as L. 4-7.%.1.1 The prote(;oon area of the sprinkler shall be established by multiplying the S dimension by the L dimen- sion. (~ ... S x L) 4-7.2.% Maximum Protection Area of Co~erage. The maJcimum 3.llowable protection area of cov~rage for a sprin- kler (As) shall be in a!;cordance with the -value indicated in Table 4-7.2. In any case, the maximu.m area of coverage ofa sprinkler shall not exceed 196 ftl! (59.7 m2). 4..7.3 Sprinkler Spacing (Standard Si~ Spray Spr.ink1ers). 4-7.3.1 Maximum Distpce Be~ween Sprinklers. The maximum distance permitted between sprinklers shall be based on the centerline distance between sprinklers on the branch line. The maximum distance shall be measured along the slope of the ceiling. 4.7 ~.l.l Sidewall spray sprinklers shall ,be installed along the length of a single wall of roomS Or bays in accordance with the maximum. spacing provisions of Table 4..7.2. Exctptkm No 1: Sidewall sprinlclers sJvJll7We bl i1t$ttJlled batk-to- btu:k without being separated by f) eontinuou.s linkl or soff7.l. Exceptfo;t No 2: Whtf't the width of tM rOlrm or bay tXluds tM rnaxitnum aUowed, u.p to 24 ft (i.J2 m) for Light Ht'J.ZD'rd Occu- p~1lCy. trr 20 ft (6.1 m) for Ordinary Ha:r.ard Occupancy, sidewa.U sPrinklers shall be Jrrovid6d ()7t two opposite walls (JT: sid;s of br;ys UJi!'" spacing t2J ,-eqtti'rtd by Table 4-7.2. ext:8pfion No 3: Sidewall sprinklers shall be permitted to bt installed OT/. opposing OT u..djacent tJ,/(llls providtd no sprinAl81' is l~(Jttd within thl ma):imum prot,ctiun arIa of 4notMf sprinkler. '996 Edition I 0, ;: I foo t :f} Il.-v"C... J.J-- !"'f" . 6;.,~ . . ,-: ,;, "~.~.' .' ~ " 24'-0" .. ; ,'. , . 9~ ~7.."-~ 9~ ';'0.( ~t_O"~ ..12'-0" ". ..~~;.;. a~.'" :. ~ I\:~ .:,. ~~[1 ... '-.AU7 ,. ", m ~^ , ~11C . I.~ .. .' 1 m . ';~101 \e; ~q} 9 I'. - I ~ ~ J x I" I . 8' o.:i rx-l I... " 6' -0. 9'-0" ~ ~ "" 01 ~~ b \AJV . .1 " '(1\ ~ \!::Y -2) GC~~ ~ . "HT ~ 59' - 2" )" 8'- o. SHOWRlDOM .. '. 112 " - ,. (!) K!> ~'11\ ,;.~ L 11M ' . . CO I 'in CO - ." .. - -. - -....... .:.~ ~-./ iW<1: ,~r : ". ..'," -. I .~ lLJ. .' I. ' . I~, ~.' ~...E. .101 ~ .M',,~5 'J '~~~A AA~1t" I ~ j==h~ . 1t!J ~Itr '1.. -0'. I 12; [;> M~ ~~EcliJS- ' I .~ . pi - - ft- .. -- A...... . /"";'\ 2 II . .....~ ';lNs......J10 ~ IG tf'. (.., .' WAREHOUSE 't:!J ." 117 /I }'-J- h II " ~ I o I N l() II Lac~"" --1L- . \ Jf II '- ..IoU.ll-.~-L.f' JNF. II 45'-39" , , ~ 112. 8'xfO' O'liO OR7 ., t. lUI ~ ~y: I , " -~ } T:l .~w. f.i\ I ' \:!/ .. 1,,- I II I ~ x~. . i._.-~"''- I:'\, T , 1 117 ,..... 117A ~;: 1 ;.... x : I.'.:'~:.~ ....::.:~:..(~t;.~~.::~....~.tJ.. ," :" .~~:: 1.1:\.2 I.... ...~,~,.>.~.~ ';. . 'J: . . . .., I~.J"^^;\ :~.. I'r;:' . ~., ".' . .'ii:;-, .:'}:~J:~~.;~.~ ~l I?~ ~~ ,,~.<I.i',.~~I>~. f":_ ~:;~'~1 It~~"'~ 2 : '.t? · l~ ~~~..aa ..' ~-- ...1( n IP ., T .. ><'tx ~ I x I x. I -x I j( G:J >< K - '.. ----- ' ; .. ;':~' ~- _..~,~ , . ~...S~.--. ,"",..(~.~~ ".\ t .,t' ~ ; . .I...,I.;,',:~ ': ~.a...:, 107 :.' 107A' .... :.'l'~~ , ,;:';'; y:;.:, l"f. ;;:S,"( ," ~ ~ ., l '.. , ....~ : ./'::", ~. , ~~~~}JL '~S)~~~~' r . ..~t~1?J ~)~ · "f7\. . .'~~'. 'J...'1:.., .';4 Pu:.I;~. .... . ~ , ."8'.""::~2t;::tf~~ ~2~~~"~' , 22 -3,. ~ ~ ~: ~';;}('.~~'~' . .~~U:,W I' ~, v ; f'f-~ '0 '- t) tt. ~ \\ 1/>,) \ l) ~-\~t~. o I? ~~&"~ ~ L.f -0 u. ~^~ 'It.- e i' \l(C\ ~f-4 \...-.- l 'j.. ~o\JJ r +0 \\Iz.. ~l4t'I'\~ Fountain Hills Fire sprinkler plan review notes: 1. Provide Sprinkler system monitoring. 2. The sprinkler monitor shall provide verification of what is being monitored at the sprinkler final. 3. Provide Inspector's test in an approved remote location. 4. The fire alarm shall be audible through out the building where normally occupied. 5. The sprinkler materials shall be install per there listing. 6. Seal all penetrations in rated walls. .., ". Date Received~.-.,IOfJ Date Reviewed . I PERMIT REQUIREMENT Date: e-"S Request:' Qc:..Ud -~t' (~-fu.,... CdMc:~,..~ S-btec9. ~~oJ.~ ~.~~~~ ~~9 Date: . Request: t Date: Request: Date: Request: B uildlng/Plan n ing/Eng i neering .. 'f. Permit # _ Date: Reply: Date: Reply: Date: Reply: Date: Reply: Permit Complete 0 PERMREQU.DOC REPLY DATE Accept 0 Decline 0 Accept 0 Decline 0 Accept 0 Decline 0 Accept 0 Decline 0 Permit Issued 0 LETTER OF TRANSMITTAL Fire-Guard Sprinkler Service, Inc. 2055 White Bear Avenue North, Suite C St. Paul, MN 55109 Office: 651-748-9499 Fax: 651-748-9143 MN License No.C00018 WI License No. SCOOOOl39 TO: City of Prior Lake DA TE:7 /12/2000 Job No. Plan Review ATTENTION : Paul Baumgartner 16200 Ea~de Creek Avenue SE Re:F ountain Hills / Showroom & Warehouse Pri.or Lake. MN 55372 4385 Fountain Hills Drive WE ARE SENDING YOU VIA:[gI Mail DFax D Attached [gI Plans D Shop Drawings D Copy of letter D Prints D Change Order r COPIES DATE NO. \ DESCRIPTION l 3 7-12-00 30f3 Fire Protection Plans J 1 7-12-00 1 set Hydraulic Calculations I ...j 1 7-12-00 1 set Material Cut Sheets ! -i 1 Permit Application I 1 1 ~ ;. _~__.",~,_.. --I THESE ARE TRANSMITTED: I:8J For Approval D For Your File D As Requested D For Review and Comment D For Review and Action D Other D For Your Use. D For Your Information REMARKS: COPY TO: SIGNED: III ~ . - Fi re Protecti on b", Computer Desi gn FIRE-GUARD SPRINKLER SERVICE I 2055 WHITE BEAR AV. SUITE C ST. PAUL MN. 55109 651-748-9499 Job Name Building Location System Contract Data File FOUNTAIN HILLS REMOTE # 1 4385 FOUNTAIN HILLS DRIVE; PRIOR LAKE. MN 55374 FTNHILLS.WX1 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 JuARD SPRINKLER SERVICE I .~TAIN HILLS REMOTE * 1 Page 2 Date Hydraulic Design Information Sheet Name - FOUNTAIN HILLS REMOTE # 1 Location - 4385 FOUNTAIN HILLS DRIVE; PRIOR LAKE. Building - Contractor - FIRE-GUARD SPRINKLER SERVICE, INC. Calculated By - JASON R. ERICKSON Construction: ( ) Combustible (X) Non-Combustible Occupancy - ORDINARY HAZARD II Date - 7-7-00 MN 55374 System No. - Contract No. - -------- Drawing No. - 1 Ceiling Height - 24'-3" S Y S T E M (X) NFPA 13 ( ) NFPA 231 Other Specific Ruling Lt. Haz. NFPA 231C Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 () EX.Haz. ( ) Figure Curve Made By Date D E S I G N Sprinkler Operation - 1558.11 - 0.2 - 109 - 23 Area of Density Area Per Sprinkler Elevation at Highest Outlet Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - 250 System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make RELIABLE Model F1FR Size 1/2" K-Factor 5.62 Temp.Rat.155 Note Calculation Summary Flow Required - 732.27 Press Required - 97.346 At Test C-Factor Used: 120 Overhead 140 Underground W A T E R S U P P L Y Rated Cap.- 1500 @ Press - 65 Elev. - 3 Water Flow Test: Date of Test - 7-11-00 Time of Test - 10:00 Static Press - 110 Residual Press - 85 Flow - 3542 Elevation - 0 Pump Data: Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location - JOB SITE Source of Information - FLOW TEST PERFORMED WITH CITY OF PRIOR LAKE C o M M Commodity Storage Ht. Storage Method: Class Area % Location Aisle W. Palletized % Rack Solid Piled S T o R A G E R A C K Single Row Double Row Mult. Row Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse , Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C"i Q) Q) 0l.jJ ctl ctl 0... 0 ctl .jJ ctl o Q. 8 ::l 0... H til U H > ....-i ~ til=#: Cf.l til a:: E-t til 0 H :a: ::x:: til z a:: H ~ Cf.l 0... H Cf.l H H Cl ::r:: ~ ~ z ~ H 19 ~ I E-t til Z ~ ~ H 0 ~ ~ H HCf.l Cf.lo...:a: 0... 0... L.()l9 o <X) ....-i N ....-i..qt Q)L.() lo4C"i Q) ;:j >'lo-IU).. ri ::l U) ~ Q.U)Q)O Q.U)lo-Iri ::l Q) 0... ~ Cf.l lo-I o...riri lo-I ctl ctl Q) U ::l ::l .jJ . r-! "0 "0 ctl .jJ.r-! ..-1-- ~ ctl U) U) .jJQ)Q) >'Cf.l~~ .jJ I I I . r-! ....-i N N U uuu H Cf.l H 0... en ~~~~o... :a:qtl9l9l9o Ho...C"'l 0 Cf.l 19 . 0 0 r- C"'l 0... r-.. L.() N . r-m_N .....-i L.() N .. N ....-i qt . .. >,_C"'l r-NQ).jJ r-.. . 00 lo-I'r-! "0 .. C m qt ::l U C "0 .r-! ..U) ctlcO'l ~ U) -n 8 ctl lo-I "OQ)"OQ)8ctl ~~~~Cl~:a: 'j88--8~ ctl Q) Q) Q) Q) Q) Q) :>.jJ.jJU)U).jJ~ Q) U) U) 0 0 U) ctl tj~~::r::::r::~Cf.l I I I I ....-iNN C"i ClOO 0 .1 ,I. o L.() ....-i o qt ....-i o C"'l ....-i I. 0... I I I I ....-i r , r Nq>C"'l 01.0 .I. .1 o N ....-i o ....-i ....-i o o 0 ....-i m ~ ~ en .J I ! I. I o <X) Cf.l .1. ,I o r- ~ o ~ ~ o L.() ~ o qt I It. .. ;;.: ; II U 11111 . ~j ---..----.: 8i;_......__~i.......ii o C"'l ::) :'"'1 1r:._1Il:iI::.2~:1J In; ID ::> ::> .0 Y) ::> ::> 'J Y') r- OO o C"i ::> 0 ::> X) 'J ~ en ~ L.() :c (X) 2 ,....; ::> ::>2 <:r 'J 1i ~ --; 3: 3: o .....:l ex. ,....; ....-i ,....; ::> ::> ::> 'J ;]) -! ::::l ::l ~ :..> ::> ::> .0 -i H :..> 1> -! 1:1 "-l ~ > ::r:: > ...J ~ 1i "-l ::J ::l "-l 0.. ::> ::> ."J -i ::> ::> X) ::> ::> <:r "-l II -! ::::l g :3 u JuARD SPRINKLER SERVICE I _~TAIN HILLS REMOTE # SHOW Page 4 Date Fitting Legend Abbrev. Name A B C D E F G H I J K L M N o P Q R S T U V W X Y Z Computer Programs by Hydratec Inc. Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Route 111 Windham N.H. USA 03087 ..1uARD SPRINKLER SERVICE I Page 5 ~l-JTAIN HILLS REMOTE # SHOW Date ..~._......_....... ...... Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 A 7.7 21. 5 . ) B 7 10 . - C 1 1 1 1 1 1 1 1 1 0 9.5 17 l E 2 2 2 3 4 5 6 7 8 - ) F 1 1 1 1 2 2 3 3 3 G 1 1 1 1 H 1 1.5 2 2 3 3 3. ) - . - I 2 3 4 3.5 6 5.0 8 J 4.5 6 8 8.5 10.8 13 1'7 - ) K 14 ~ ~ L 1 1 2 2 2 3 4 5 5 M 2 2 3 3 4 5 6 6 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 P 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 ~ .., T 3 4 5 6 8 10 12 15 17 .::) u 1.8 2.2 2.6 ~ . .1 v 3.5 4.3 5 -~ . - w ~ ). J X 8.5 10.8 13 >3 y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 Z 2 2 2 3 4 5 6 7 8 ~ ) 5 6 8 10 12 14 16 18 2C _ 4 --------- A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 0 47 E 12 14 18 22 27 35 40 45 50 - - F 5 7 9 11 13 17 19 21 24 '::3 G 2 3 4 5 6 7 8 10 11 :.3 H 4.5 5 6.5 8.5 10 18 20 23 25 :: ) I 8.5 10 13 17 20 23 25 33 36 ~ ) J 21 25 33 41 50 65 78 88 98 ~2 : K 36 55 45 L 8 9 13 16 18 24 27 30 34 ,; ) M 10 12 16 19 22 N 0 P Q 33 R S 27 32 45 55 65 76 87 98 1C9 ~ 3: T 25 30 35 50 60 71 81 91 101 ~21 U 4.2 5.0 5.0 v 8.5 10 13 W 13.1 31. 8 35.8 27.4 x 21 25 33 y Z 12 14 18 22 27 35 40 45 50 - - Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ~UARD SPRINKLER SERVICE I Page 6 JNTAIN HILLS REMOTE # SHOW Date ac:.._. ~~~........ Hyd. Qa Dia. Fitting Pipe pt pt Ref. "C" or Ftng's Pe Pv ******* Notes ~ 1'. * ..... ".' ... Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 21.80 1.104 9.083 15.047 K Factor = 5" . t.. ~ to 120 2 21.80 0.1190 9.083 1.081 Vel = 7.306 ~----_._--_., --'---.-- 2 22.57 1.104 8.000 16.128 K Factor = 5. ': ~~ to 120 3 44.37 0.4431 8.000 3.545 Vel = 14.87~ 3 24.93 1.452 6.167 19.672 K Factor = 5. ,:2 to 120 4 69.30 0.2663 6.167 1.642 Vel = 13.42- 4 25.94 1.452 7.500 21.314 K Factor = 5.'-:2 to 120 5 95.24 0.4793 7.500 3.595 Vel = 18.453 5 28.05 1.687 2E 5.022 9.500 24.909 K Factor = 5.c2 to 120 10.044 6 123.29 0.3722 19.544 7.275 Vel = 17.696 6 31.03 1.687 12.000 32.184 to 120 7 154.32 0.5639 12.000 6.767 Vel 22.15[, 7 2.154 9.000 38.951 to 120 8 154.32 0.1716 9.000 1.544 Vel 13.58- 8 2.154 IE 6.112 14.500 40.495 to 120 6.112 9 154.32 0.1715 20.612 3.535 Vel 13.58- 9 2.154 IT 12.224 2.750 44.030 to 120 12.224 1.191 10 154.32 0.1715 14.974 2.568 Vel 13.58~. 10 3.352 10.000 47.790 to 120 11 154.32 0.0199 10.000 0.199 Vel 5.61:'.. 11 163.32 3.352 12.000 47.989 to 120 12 317.64 0.0757 12.000 0.908 Vel 11.548 12 164.62 3.352 IE 10.773 28.458 48.897 to 120 10.773 13 482.26 0.1639 39.231 6.429 Vel 17.53~, 13 0.01 3.352 IT 23.085 5.750 55.326 to 120 23.085 2.490 14 482.27 0.1639 28.835 4.725 Vel 17.53~ 14 -0.01 3.352 IE 10.773 60.875 62.542 to 120 10.773 15 482.26 0.1639 71.648 11.741 Vel 17.533 15 3.352 IT 23.085 30.167 74.283 to 120 23.085 16 482.26 0.1639 53.252 8.726 Vel 17.533 16 0.01 3.352 1E 10.773 6.167 83.009 to 120 10.773 TOR 482.27 0.1639 16.940 2.776 Vel 17.53'-.: ------ --- Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ..1LJARD SPRINKLER SERVICE I Page 7 ..d.'JT AIN HILLS REMOTE # SHOW Date _I_._.._...........~ Hyd. Qa Dia. Fitting Pipe pt pt Ref. "C" or Ftng's Pe pv ******* Notes -: 'k * ""; .. t" Point Qt PflUL Eqv. Ln. Total Pf pn _I_._'--"'_...a&e".~" 482.27 85.785 K Factor :) __ .0- -_._------_.- 17 31.03 1.104 1T 6.413 1.000 30.489 K Factor 5:-' . r ~ to 120 6.413 6 31.03 0.2287 7.413 1.695 Vel = 10.400 . ---- 31.03 32.184 K Factor ::: .4- 18 23.22 1.104 8.083 17.073 K Factor 5. ;:2 to 120 19 23.22 0.1337 8.083 1.081 Vel = 7.78~ 19 23.95 1.104 8.000 18.154 K Factor = 5.62 to 120 20 47.17 0.4963 8.000 3.970 Vel = 15.809 20 26.43 1.452 6.167 22.124 K Factor = 5.62 to 120 21 73.60 0.2976 6.167 1.835 Vel = 14.260 21 27.51 1.452 9.000 23.959 K Factor = 5.E2 to 120 22 101.11 0.5354 9.000 4.819 Vel = 19.59:' 22 30.15 1.687 9.000 28.778 K Factor = 5. 2 to 120 23 131.26 0.4180 9.000 3.762 Vel = 18.84C: 23 32.06 1.687 9.000 32.540 K Factor = 5. ~~ to 120 24 163.32 0.6262 9.000 5.636 Vel = 23.44~. -._-._--- 24 2.154 9.000 38.176 to 120 25 163.32 0.1904 9.000 1.714 Vel 14.379 25 2.154 1E 6.112 14.500 39.890 to 120 6.112 1.281 26 163.32 0.1905 20.612 3.926 Vel 14.379 26 2.154 1T- 12.224 2.958 45.097 to 120 12.224 11 163.32 0.1905 15.182 2.892 Vel = 14.379 163.32 47.989 K Factor Z_:.5:~ 27 23.41 1.104 8.083 17.354 K Factor 5. ;:2 to 120 28 23.41 0.1357 8.083 1.097 Vel = 7.846 -~------- 28 24.14 1.104 8.000 18.452 K Factor = 5 .:: 'I . I. L to 120 29 47.55 0.5036 8.000 4.029 Vel = 15.93- 29 26.65 1.452 6.167 22.481 K Factor = 5. ;:2 to 120 30 74.20 0.3021 6.167 1.863 Vel = 14.37--: 30 27.73 1.452 9.000 24.344 K Factor = 5 .... r) . " .t.4 to 120 31 101.93 0.5436 9.000 4.892 Vel = 19.75C Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _,)ARD SPRINKLER SERVICE JuNTAIN HILLS REMOTE # 1 Page 1 Date Hydraulic Design Information Sheet Date - 7-7-00 Name - FOUNTAIN HILLS REMOTE # 1 Location - 4385 FOUNTAIN HILLS DRIVE; PRIOR LAKE. Building - Contractor - FIRE-GUARD SPRINKLER SERVICE. INC. Calculated By - JASON R. ERICKSON Construction: ( ) Combustible (X) Non-Combustible Occupancy - ORDINARY HAZARD II S Y S T E M D E S I G N MN 55374 System No. - Contract No. - -------- Drawing No. - 1 Ceiling Height - 24'-3" (X) NFPA 13 ( ) NFPA 231 Other Specific Ruling Ord.Haz.Gp. ( ) 1 ( ) Figure ) 3 () Ex.Haz. Curve Lt. Haz. NFPA 231C Made By Date Sprinkler Operation - 1575.0186 - 0.2 - 109 - 23 Sprinkler/Nozzle Make RELIABLE Model F1FR Size 1/2" K-Factor 5.62 Temp.Rat.155 System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Area of Density Area Per Sprinkler Elevation at Highest Outlet Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - 250 Note Flow Required - 702.21 Press Required - 86.419 At Test C-Factor Used: 120 Overhead 140 Underground Calculation Summary W A T E R S U P P L Y C 0 M M S R T A 0 C R K A G E Water Flow Test: Date of Test - 7-11-00 Time of Test - 10:00 Static Press - 110 Residual Press - 85 Flow - 3542 Elevation - 0 Pump Data: Tank or Reservoir: Cap. - Elev.- Rated Cap.- 1500 @ Press - 65 Elev. - 3 Well Proof Flow Location - JOB SITE Source of Information - FLOW TEST PERFORMED WITH CITY OF PRIOR LAKE Commodity Storage Ht. Storage Method: Class Area % Location Aisle W. Palletized % Rack Solid Piled Single Row Double Row Mult. Row Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 N Q) Q) O't +J ro ro Cll Q ro +J ro Q 0. E :;j Cll I H I C/) H Cll C/) - O'I~~~Cll :8..-1c.9c.9c.9co HCll'q' N CI) (,!) 0 0 0 ...--t CV) Cll \.0 0 0 L!') N 0 ...--teX>.--N oN L!')N ..NN I qo 0 o. >,.--0 ['- N Q) +J ['-.. o L!') ~ -r-i "0 .. c: j. t 0'1 'q' ~ U C"O_r-i .. CI) roCO't ~ fJ}'1) E ro ~ "OQ)"OQ)Ero g~~~Q~:8 :'::SS--St' - ctS Q) Q) Q) Q) Q) Q) >+J+JCI)CI)+J4-4 Q) fJ} CI) 0 0 CI) ro [j~~::I:::I:~Cf.) I I I I ..-INN CV) I 000 0 I - I I - I 7 - I T I - - - [ T ~ l8 ~ ~ - I I I r I I I .1 .1. I I I H tiI HCI) Cl)Cll~ U 0.. 0.. H I!'l(,!) :> ...--t Oeo 0:; ...--t N tiI =#= r-i .. 'q' CI) Q)L!') tiI ~CV) 0:; ~ Q) :;j til 0 >, ~ fJ} .. H :E: r-I ::3 fJ} ~ ~ tiI 0. CI) Q) 0 Z 0::; 0.. C1)~....-t H ~ Q)Cll~ 0:; CI) CI) ~ Cll H Cll....-t....-t CI) H H ro ro H Q) o ::3 ::3 Q ::I: +J -r-i "0 "0 0:; ro +J .r-i -r-i ~ Z ~ ro fJ} fJ} :J H +JQ)Q) (,!) ~ >, Cl)0:;0:; I ~ +J I I I W Z .r-i ..-I N N 0:; :::l U UUU H 0 ~ ~ o I!'l ...--t o 'q' r-i o ...--t r-i o o ...--t o CV) r-i o N ...--t o \.0 o I!'l o 0'1 o ex> o ['- o 'q' o CV) o N o ...--t 0:; 0:; Cll til :::l til CI) CI) o o \.0 (\") o o N CV) ['- ex> 0 CV) 0 0 0 ex> N ~ CI) :::l L!') :r:: ex> Z ...--t E ro 0 .c oZ "0 'q' C N- .r-i ~ ~ 0 H ~ r-i ..-I r-i 0 Q) 0 +J 0 ~ N 0 0:; U 0 C 0 H \.0 r-i 0 Q) +J ro ~ 0 '0 0 >, N :r:: ...--t >, ..a 0 fJ} e: 0 ro ex> H 0 O't 0 0 H 'q' Cll H Q) ~ ::3 0. e:: 0 u JuARD SPRINKLER SERVICE JuNTAIN HILLS REMOTE * 1 Page 3 Date Fitting Legend Abbrev. Name A B C D E F G H I J K L M N o P Q R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ~uARD SPRINKLER SERVICE Page 4 JuNTAIN HILLS REMOTE # 1 Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 0 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 p 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5 6.8 w 10.3 X 8.5 10.8 13 16 'i 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 0 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 p Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 v 8.5 10 13 W 13.1 31.8 35.8 27.4 x 21 25 33 y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vuARD SPRINKLER SERVICE Page 5 .JUNTAIN HILLS REMOTE # 1 Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt PflUL Eqv. Ln. Total Pf Pn 1 21.80 1.452 9.083 15.047 K Factor = 5.62 to 120 2 21.80 0.0314 9.083 0.285 Vel = 4.224 2 22.01 1.452 8.000 15.331 K Factor = 5.62 to 120 3 43.81 0.1140 8.000 0.912 Vel == 8.488 3 22.65 1.452 6.167 16.243 K Factor == 5.62 to 120 4 66.46 0.2463 6.167 1.519 Vel = 12.877 4 23.68 1.452 7.500 17.762 K Factor = 5.62 to 120 5 90.14 o . 4329 7.500 3.247 Vel = 17.465 5 25.76 1.687 2E 5.022 9.500 21.010 K Factor = 5.62 to 120 10.044 6 115.90 0.3320 19.544 6.489 Vel == 16.636 6 28.68 1.687 12.000 27.498 to 120 7 144.58 0.4998 12.000 5.998 Vel 20.752 7 2.154 9.000 33.496 to 120 8 144.58 0.1520 9.000 1.368 Vel 12.729 8 2.154 IE 6.112 14.500 34.864 to 120 6.112 9 144.58 0.1520 20.612 3.134 Vel 12.729 9 2.154 IT 12.224 2.750 37.998 to 120 12.224 1.191 10 144.58 0.1521 14.974 2.277 Vel 12.729 10 3.352 10.000 41.465 to 120 11 144.58 0.0176 10.000 0.176 Vel 5.256 11 153.20 3.352 12.000 41.642 to 120 12 297.78 0.0672 12.000 0.806 Vel 10.826 12 154.43 3.352 IE 10.773 28.458 42.447 to 120 10.773 13 452.21 0.1455 39.231 5.707 Vel 16.441 13 3.352 IT 23.085 5.750 48.155 to 120 23.085 2.490 14 452.21 0.1455 28.835 4.195 Vel 16.441 14 3.352 IE 10.773 60.875 54.840 to 120 10.773 15 452.21 0.1455 71.648 10.423 Vel 16.441 15 3.352 IT 23.085 30.167 65.263 to 120 23.085 16 452.21 0.1455 53.252 7.747 Vel 16.441 16 3.352 IE 10.773 6.167 73.010 to 120 10.773 TOR 452.21 0.1455 16.940 2.464 Vel 16.441 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 uOARD SPRINKLER SERVICE Page 6 ~vONTAIN HILLS REMOTE # 1 Date Hyd. Qa Dia. Fitting Pipe Pt pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 452.21 75.474 K Factor 52.05 17 28.67 1.104 IT 6.413 1.000 26.034 K Factor 5.62 to 120 6.413 6 28.67 0.1975 7.413 1.464 Vel = 9.609 28.67 27.498 K Factor 5.47 18 23.20 1.452 8.083 17.037 K Factor 5.62 to 120 19 23.20 0.0351 8.083 0.284 Vel = 4.495 19 23.39 1.452 8.000 17.322 K Factor = 5.62 to 120 20 46.59 0.1278 8.000 1.022 Vel = 9.027 20 24.07 1.452 6.167 18.343 K Factor = 5.62 to 120 21 70.66 0.2760 6.167 1.702 Vel = 13.691 21 25.16 1.452 9.000 20.045 K Factor = 5.62 to 120 22 95.82 0.4848 9.000 4.363 Vel = 18.566 22 27.76 1.687 9.000 24.408 K Factor = 5.62 to 120 23 123.58 0.3739 9.000 3.365 Vel = 17.738 23 29.62 1.687 9.000 27.773 K Factor = 5.62 to 120 24 153.20 0.5563 9.000 5.007 Vel = 21.990 24 2.154 9.000 32.780 to 120 25 153.20 0.1692 9.000 1.523 Vel 13.488 25 2.154 IE 6.112 14.500 34.303 to 120 6.112 1.281 26 153.20 0.1692 20.612 3.488 Vel 13.488 26 2.154 IT 12.224 2.958 39.072 to 120 12.224 11 153.20 0.1692 15.182 2.569 Vel = 13.488 153.20 41.641 K Factor 23.74 27 23.39 1.452 8.083 17.317 K Factor 5.62 to 120 28 23.39 0.0358 8.083 0.289 Vel = 4.532 28 23.58 1.452 8.000 17.605 K Factor = 5.62 to 120 29 46.97 0.1296 8.000 1.037 Vel = 9.101 29 24.26 1.452 6.167 18.642 K Factor = 5.62 to 120 30 71.23 0.2800 6.167 1.727 Vel = 13.801 30 25.37 1.452 9.000 20.370 K Factor = 5.62 to 120 31 96.60 0.4921 9.000 4.429 Vel = 18.717 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ~UARD SPRINKLER SERVICE Page 7 ~uUNTAIN HILLS REMOTE # 1 Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 31 27.98 1.687 9.000 24.799 K Factor = 5.62 to 120 32 124.58 0.3794 9.000 3.415 Vel = 17.882 32 29.85 1.687 9.000 28.214 K Factor = 5.62 to 120 33 154.43 0.5647 9.000 5.082 Vel = 22.166 33 0.01 2.154 9.000 33.296 to 120 34 154.44 0.1718 9.000 1.546 Vel 13.597 34 -0.01 2.154 IE 6.112 14.500 34.842 to 120 6.112 1.408 35 154.43 0.1717 20.612 3.540 Vel 13.597 35 2.154 IT 12.224 3.250 39.790 to 120 12.224 12 154.43 0.1718 15.474 2.658 Vel = 13.597 154.43 42.448 K Factor = 23.70 TOR 452.21 4.358 12 14.709 9.250 75.475 to 120 14.709 4.006 BASR 452.21 0.0405 23.959 0.971 Vel 9.726 BASR 4.026 IB 12.000 3.750 80.452 to 120 IG 2.000 28.000 1.624 SPGT 452.21 0.0596 lK 14.000 31.750 1.893 Vel 11.397 SPGT 6.065 2E 18.620 250.000 83.969 to 140 IT 39.900 81.130 0.433 TEST 452.21 0.0061 IG 3.990 331.130 2.017 Vel = 5.022 250.00 Qa = 250.00 702.21 86.419 K Factor = 75.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 -GUARD SPRINKLER SERVICE JNTAIN HILLS REMOTE # 2 Page 1 Date Hydraulic Design Information Sheet Name - FOUNTAIN HILLS REMOTE # 2 Location - 4385 FOUNTAIN HILLS DRIVE; PRIOR LAKE, Building - Contractor - FIRE-GUARD SPRINKLER SERVICE. INC. Calculated By - JASON R. ERICKSON Construction: ( ) Combustible (X) Non-Combustible Occupancy - ORDINARY HAZARD II Date - 7-7-00 MN 55374 System No. - Contract No. - -------- Drawing No. - 1 Ceiling Height - 8'-0" S Y S T E M (X) NFPA 13 ( ) NFPA 231 Other Specific Ruling Lt. Haz. NFPA 231C Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 () EX.Haz. ( ) Figure Curve Made By Date Sprinkler Operation - 1009.94 - 0.2 - 126 - 14 D E S I G N Area of Density Area Per Sprinkler Elevation at Highest Outlet Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - 250 System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make RELIABLE Model FlFR Size 1/2" K-Factor 5.62 Temp.Rat.155 Note Calculation Summary Flow Required - 512.96 Press Required - 83.452 At Test C-Factor Used: 120 Overhead 140 Underground W A T E R S U P P L Y C 0 M M S R T A 0 C R K A G E Water Flow Test: Date of Test - 7-11-00 Time of Test - 10:00 Static Press - 110 Residual Press - 85 Flow - 3542 Elevation - 0 Pump Data: Tank or Reservoir: Cap. - Elev.- Rated Cap.- 1500 @ Press - 65 Elev. - 3 Well Proof Flow Location - JOB SITE Source of Information - FLOW TEST PERFORMED WITH CITY OF PRIOR LAKE Commodity Storage Ht. Storage Method: Solid Piled Class Area % Location Aisle W. Palletized % Rack Single Row Double Row Mult. Row Convene Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Computer Programs by Hydratec Inc. Route III Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Windham N.H. USA 03087 N Q) Q) tJ'+.l co co ~ 0 [i] U H >N 0::: til=tt= CI) [i] 0::: E-i [i] 0 H ::E ~ [i] Z 0::: H 0::: CI) ~ H CI) H H o ::c 0::: ~ Z ::> H (.9~ I E-i [i] Z 0::: ::> H 0 ~ ~ co +.l CO o 0.. S ~ ~ H HCJ) CI)~::E ~ ~ 1J'){.9 o (X) .-l N .-l u 'Q' Q)LJ"> l-f("t') Q) ::J >, $..i CJ) .. rl ::; CJ) ~ 0. CJ) Q) 0 0.. CJ) l-f,......j ~ Q)~~ CI) l-f ~rlrl $..i ctl CO Q) C)~~ +.l .,-i '0 '0 CO +.l.,-i.,-i ~ CO CJ) CJ) +.lQ)Q) >,CI)O:::O::: ~ I I I .,-i .-i N N U UUU H CI) H ~ CI) '-O~~~~ ::E'-Ol9l9l91J') H~'-O '-0 Cl)t!) 'OONLJ"> ~ '-0 u IJ') IJ') 0 NLJ">_N oN r- L() 0 0 0'1 L() eo . 00 >,_("t') .-i0'lQ)+.l L().. o 00 $..i -,-i '0 .. C 'Q' N ::J U C '0 .,-i 00 CJ) CO C tJ' 3 CJ).r'\ S CO $..i uOQ)'OQ)Sctl 5~~~O~::E .,-i _ _ :>, +.lee e+.l CO Q) Q) Q) Q) Q) Q) >+.l+.lCJ)CI)+.l4-1 Q)CI)CI)ooCl)ctl tj~~::C::I::~CI) I I I I .-i N N (V') 000 0 I I I o L() .-i o 'Q' .-i o (V') .-i o N .-i ~ ~ T T o .-i .-i 0::: I I I I o o .-i ~ . l3 T cb I I I I I I o 0'1 CI) I I I o 00 CI) I ~ <p ~i I. ;hJ o r- o 0 '-0 IJ') ::> 0::: [i] o 'Q' I o ("t') I o N I. o .-i - - - - - - - - .-i- """ l...i o o '-0 ("t') o o N (V') o o 00 N r- eo o (V') o ~ CI) ::> LI) eo .-l ::I:: Z S CO .c '0 c .,-i ~ o oZ 'Q' N- ~ o H ~ .-i .-i .-i o o o N Q) +.l ~ o 0::: o o \.0 .-l C) c:: H o o N .-l C) Q) +.l ctl $..i '0 >, ::I:: >, ..0 CJ) S CO \.4 tJ' o \.4 ~ \.4 Q) +.l :;j 0. S o U o o 00 o o 'Q' JUARD SPRINKLER SERVICE ~TAIN HILLS REMOTE # 2 Page 3 Date Fitting Legend Abbrev. Name A B C D E F G H I J K L M N o P Q R S T U V W X y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ~UARD SPRINKLER SERVICE Page 4 NTAIN HILLS REMOTE # 2 Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 p 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 v 3.5 4.3 5 6.8 W 10.3 X 8.5 10.8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 p Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 V 8.5 10 13 W 13.1 31. 8 35.8 27.4 x 21 25 33 Y z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 -GUARD SPRINKLER SERVICE Page 5 JNTAIN HILLS REMOTE # 2 Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt PflUL Eqv. Ln. Total Pf Pn 36 24.09 1.104 IE 2.565 1.708 18.379 K Factor = 5.62 to 120 2.565 -0.631 37 24.09 0.1432 4.273 0.612 Vel = 8.074 37 1.104 IE 2.565 7.708 18.360 to 120 2.565 38 24.09 0.1432 10.273 1.471 Vel 8.074 38 24.66 1.452 9.500 19.831 to 120 39 48.75 0.1388 9.500 1.319 Vel 9.446 39 25.44 1.452 8.500 21.150 to 120 40 74.19 0.3020 8.500 2.567 Vel 14.375 40 26.46 1.687 IE 5.022 24.625 23.717 to 120 IT 10.044 15.066 41 100.65 0.2558 39.691 10.151 Vel 14.447 41 2.154 IT 12.224 6.292 33.869 to 120 12.224 42 100.65 0.0778 18.516 1.440 Vel 8.862 42 3.352 8.167 35.309 to 120 43 100.65 0.0091 8.167 0.074 Vel 3.659 43 103.07 3.352 12.000 35.383 to 120 44 203.72 0.0333 12.000 0.399 Vel 7.407 44 85.80 3.352 2E 10.773 29.083 35.782 to 120 21.546 45 289.52 0.0638 50.629 3.228 Vel 10.526 45 3.352 IT 23.085 2.875 39.010 to 120 23.085 -1.245 14 289.52 0.0638 25.960 1.655 Vel 10.526 14 3.352 IE 10.773 60.875 39.420 to 120 10.773 15 289.52 0.0638 71.648 4.568 Vel 10.526 15 3.352 IT 23.085 30.167 43.988 to 120 23.085 16 289.52 0.0638 53.252 3.395 Vel 10.526 16 3.352 IE 10.773 6.167 47.383 to 120 10.773 TOR 289.52 0.0638 16.940 1.080 Vel = 10.526 289.52 48.463 K Factor 41.59 46 24.66 1.104 IT 6.413 1.708 19.248 K Factor 5.62 to 120 6.413 -0.631 38 24.66 0.1495 8.121 1.214 Vel = 8.265 24.66 19.831 K Factor = 5.54 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 ~UARD SPRINKLER SERVICE Page 6 ~TAIN HILLS REMOTE * 2 Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 47 25.44 1.104 IT 6.413 1.708 20.495 K Factor = 5.62 to 120 6.413 -0.631 39 25.44 0.1584 8.121 1.286 Vel = 8.526 25.44 21.150 K Factor 5.53 48 26.46 1.104 IE 2.565 1.708 22.167 K Factor 5.62 to 120 2.565 -0.631 49 26.46 0.1704 4.273 0.728 Vel = 8.868 49 1.104 IT 6.413 2.125 22.263 to 120 6.413 40 26.46 0.1703 8.538 1.454 Vel = 8.868 26.46 23.717 K Factor 5.43 50 25.00 1.104 IE 2.565 1.708 19.788 K Factor 5.62 to 120 2.565 -0.631 51 25.00 0.1533 4.273 0.655 Vel = 8.379 51 1.452 9.500 19.812 to 120 52 25.00 0.0404 9.500 0.384 Vel 4.844 52 25.23 1.452 8.500 20.195 to 120 53 50.23 0.1468 8.500 1.248 Vel 9.732 53 25.62 1.452 9.000 21.443 to 120 54 75.85 0.3147 9.000 2.832 Vel 14.696 54 27.21 1.452 18.000 24.275 to 120 55 103.06 0.5547 18.000 9.985 Vel 19.969 55 2.154 IT 12.224 1.583 34.261 to 120 12.224 43 103.06 0.0813 13.807 1.122 Vel = 9.074 103.06 35.383 K Factor 17.33 56 25.23 1.104 IE 2.565 1.708 20.160 K Factor 5.62 to 120 2.565 -0.631 52 25.23 0.1559 4.273 0.666 Vel = 8.456 25.23 20.195 K Factor 5.61 57 25.61 1.104 IT 6.413 1.708 20.772 K Factor 5.62 to 120 6.413 -0.631 53 25.61 0.1603 8.121 1.302 Vel = 8.583 25.61 21.443 K Factor 5.53 58 27.21 1.104 IT 6.413 1.708 23.449 K Factor 5.62 to 120 6.413 -0.631 54 27.21 0.1793 8.121 1.456 Vel = 9.120 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 .GUARD SPRINKLER SERVICE Page 7 JNTAIN HILLS REMOTE * 2 Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 27.21 24.274 K Factor 5.52 59 28.42 1.104 lE 2.565 1.708 25.581 K Factor 5.62 to 120 2.565 -0.631 60 28.42 0.1942 4.273 0.830 Vel = 9.525 60 1.452 8.500 25.781 to 120 61 28.42 0.0512 8.500 0.435 Vel 5.507 61 28.26 1.452 9.000 26.216 to 120 62 56.68 0.1836 9.000 1.652 Vel 10.982 62 29.12 1.452 18.000 27.868 to 120 63 85.80 0.3952 18.000 7.114 Vel 16.624 63 0.01 2.154 IT 12.224 1.583 34.983 to 120 12.224 44 85.81 0.0579 13.807 0.800 Vel = 7.555 85.81 35.783 K Factor 14.34 64 28.26 1.104 IT 6.413 1.708 25.285 K Factor 5.62 to 120 6.413 -0.631 61 28.26 0.1923 8.121 1.562 Vel = 9.472 28.26 26.216 K Factor 5.52 65 29.12 1.104 IT 6.413 1.708 26.848 K Factor 5.62 to 120 6.413 -0.631 62 29.12 0.2033 8.121 1.651 Vel = 9.760 29.12 27.868 K Factor = 5.52 TOR 289.52 4.358 12 14.709 9.250 48.463 to 120 14.709 4.006 BASR 289.52 0.0177 23.959 0.425 Vel 6.227 BASR 4.026 1B 12.000 3.750 52.895 to 120 1G 2.000 28.000 1.624 SPGT 289.52 0.0261 1K 14.000 31.750 0.829 Vel 7.297 SPGT 6.065 2E 18.620 250.000 55.349 to 140 IT 39.900 81.130 0.433 TEST 289.52 0.0027 1G 3.990 331.130 0.884 Vel = 3.215 250.00 Qa = 250.00 539.52 56.666 K Factor = 71.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .~D SPRINKLER SERVICE ."\IN HILLS REMOTE * 1 Page 1 Date Hydraulic Design Information Sheet Name - FOUNTAIN HILLS REMOTE * 1 Location - 4385 FOUNTAIN HILLS DRIVE; PRIOR LAKE. Building - Contractor - FIRE-GUARD SPRINKLER SERVICE. INC. Calculated By - JASON R. ERICKSON Construction: ( ) Combustible (X) Non-Combustible Occupancy - ORDINARY HAZARD II Date - 7-7-00 MN 55374 System No. - Contract No. - -------- Drawing No. - 1 Ceiling Height - 24'-3" S Y S T E M (X) NFPA 13 ( ) NFPA 231 Other Specific Ruling Lt. Haz. NFPA 231C Ord.Haz.Gp. ( ) 1 ( ) Figure ) 3 () Ex.Haz. Curve Made By Date D E S I G N Area of Density Area Per Sprinkler Elevation at Highest Outlet Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside Sprinkler Operation - 1575.0186 - 0.2 - 109 - 23 System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make RELIABLE Model FIFR Size 1/2" K-Factor 5.62 Temp.Rat.155 - 250 Note Calculation Summary Flow Required - 702.21 Press Required - 86.419 At Test C-Factor Used: 120 Overhead 140 Underground W A T E R S U P P L Y C 0 M M S R T A 0 C R K A G E Water Flow Test: Date of Test - 7-11-00 Time of Test - 10:00 Static Press - 110 Residual Press - 85 Flow - 3542 Elevation - 0 Pump Data: Tank or Reservoir: Cap. - Elev.- Rated Cap.- 1500 @ Press - 65 Elev. - 3 Well Proof Flow Location - JOB SITE Source of Information - FLOW TEST PERFORMED WITH CITY OF PRIOR LAKE Commodity Storage Ht. Storage Method: Solid Piled Class Area % Location Aisle W. Palletized % Rack Single Row Double Row Mult. Row Convene Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N Q) Q) 0'l+J ro ro ~ 0 w U H >r-l 0:: W:#: Cf) W 0:: f-l W 0 H :E: ~ W Z 0:: H 0:: Cf) ~ H Cf) H H o :c 0:: ~ Z :J H ~ ~ I E-t W Z 0:: :J H 0 ~ ~ ro +J ro CI 0. S ::l ~ H HCf) Cf)~~ ~ ~ L.{)~ o CD r-l N r-l""'" Q)L.l1 ~(V) Q) :j >, ~ 00 00 r-l ::l 00 ~ 0. 00 Q) 0 0. 00 ~ r-l ::l Q)~~ Cf) ~ ~r-lr-l ~ roro Q) U::l::l +J -r-! '0 '0 ro +J.r-!'r-! ~ ro 00 00 +JQ)Q) >'Cf)0::0:: +J I I I -r-! .-I N N U UUU H Cf) H ~ CI) O\~~~~ ~r-l~~~oo H~qo N Cf) 19 . 0 0 .-I (V) ~ 1..0.. L.l1 N . .-IOO_N 'N L.{)N uNN ~ ... >,_ 0 r-NQ)+J r-u . L.l1 ~'r-! '0 00 i=: 0\ "'" ::l U i=: "0 . r-! 0000 roCO'l ~ 00'1\ S ro ~ ..0 Q)"O Q)Sro g~~~Cl~~ .r-! - - >t +JSS S+J ro Q) Q) Q) Q) Q) Q) :>+J+JrJ)rJ)+JIH Q) 00 00 0 0 00 ro ~g;g;'J:::cg;Cf) I I I I .-INN (V) CICIO Cl 1 ~ ..1... ...r .1. ... o L.l1 .-I o "'" .-I o (Y) .-I o 0 N r-l .-I r-l ~ 0:: I I I I I .., w o o .-I j I I I I / I I T ~ I 8 f I. o 0 0\ co Cf) Cf) I I I . ..I. .1. o r- :J o 1..0 0:: o L.l1 w o "'" o (V) I o N ~ I. o .-I - - - - - - - - - 1 o o ~ (V) o o N (V) o o <X> N r- oo o (Y) o ~ Cf) :J L.l1 <X> 'J:: Z S ro .c "0 c .r-! s: .-I < o oZ "'" N- ~ o H ~ .-I r-l r-l o o o N Q) +J ::l o 0:: o o 1..0 r-l U C H o o N r-l U Q) +J ro ~ '0 >, :c >t ..Q 00 S ro ~ 0" o ~ ~ ~ Q) +J ::l ~ o U o o co o o "'" .rtD SPRINKLER SERVICE rlIN HILLS REMOTE # 1 Page 3 Date fitting Legend Abbrev. Name A B C D E F G H I J K L M N o P Q R S T U V W X y Z Computer Programs by Hydratec Inc. Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Route 111 Windham N.H. USA 03087 1KD SPRINKLER SERVICE Page 4 .AIN HILLS REMOTE # 1 Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21. 5 17.0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 0 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 p 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 v 3.5 4.3 5 6.8 W 10.3 X 8.5 10.8 13 16 y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 c 1 1 1 1 1 1 1 1 1 1 0 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 P Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 V 8.5 10 13 W 13.1 31.8 35.8 27.4 x 21 25 33 Y z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .1.8.0 SPRINKLER SERVICE Page 5 .AIN HILLS REMOTE # 1 Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "e" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 1 21.80 1.452 9.083 15.047 K Factor = 5.62 to 120 2 21.80 0.0314 9.083 0.285 Vel = 4.224 2 22.01 1.452 8.000 15.331 K Factor = 5.62 to 120 3 43.81 0.1140 8.000 0.912 Vel = 8.488 3 22.65 1.452 6.167 16.243 K Factor = 5.62 to 120 4 66.46 0.2463 6.167 1.519 Vel = 12.877 4 23.68 1.452 7.500 17.762 K Factor = 5.62 to 120 5 90.14 0.4329 7.500 3.247 Vel = 17.465 5 25.76 1.687 2E 5.022 9.500 21.010 K Factor = 5.62 to 120 10.044 6 115.90 0.3320 19.544 6.489 Vel = 16.636 6 28.68 1.687 12.000 27.498 to 120 7 144.58 0.4998 12.000 5.998 Vel 20.752 7 2.154 9.000 33.496 to 120 8 144.58 0.1520 9.000 1.368 Vel 12.729 8 2.154 IE 6.112 14.500 34.864 to 120 6.112 9 144.58 0.1520 20.612 3.134 Vel 12.729 9 2.154 IT 12.224 2.750 37.998 to 120 12.224 1.191 10 144.58 0.1521 14.974 2.277 Vel 12.729 10 3.352 10.000 41.465 to 120 11 144.58 0.0176 10.000 0.176 Vel 5.256 11 153.20 3.352 12.000 41.642 to 120 12 297.78 0.0672 12.000 0.806 Vel 10.826 12 154.43 3.352 IE 10.773 28.458 42.447 to 120 10.773 13 452.21 0.1455 39.231 5.707 Vel 16.441 13 3.352 IT 23.085 5.750 48.155 to 120 23.085 2.490 14 452.21 0.1455 28.835 4.195 Vel 16.441 14 3.352 IE 10.773 60.875 54.840 to 120 10.773 15 452.21 0.1455 71.648 10.423 Vel 16.441 15 3.352 IT 23.085 30.167 65.263 to 120 23.085 16 452.21 0.1455 53.252 7.747 Vel 16.441 16 3.352 IE 10.773 6.167 73.010 to 120 10.773 TOR 452.21 0.1455 16.940 2.464 Vel 16.441 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ..d<.D SPRINKLER SERVICE Page 6 .AIN HILLS REMOTE # 1 Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. IICII or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 452.21 75.474 K Factor 52.05 17 28.67 1.104 IT 6.413 1.000 26.034 K Factor 5.62 to 120 6.413 6 28.67 0.1975 7.413 1.464 Vel = 9.609 28.67 27.498 K Factor 5.47 18 23.20 1.452 8.083 17.037 K Factor 5.62 to 120 19 23.20 0.0351 8.083 0.284 Vel = 4.495 19 23.39 1.452 8.000 17.322 K Factor = 5.62 to 120 20 46.59 0.1278 8.000 1.022 Vel = 9.027 20 24.07 1.452 6.167 18.343 K Factor = 5.62 to 120 21 70.66 0.2760 6.167 1.702 Vel = 13.691 21 25.16 1.452 9.000 20.045 K Factor = 5.62 to 120 22 95.82 0.4848 9.000 4.363 Vel = 18.566 22 27.76 1.687 9.000 24.408 K Factor = 5.62 to 120 23 123.58 0.3739 9.000 3.365 Vel = 17.738 23 29.62 1.687 9.000 27.773 K Factor = 5.62 to 120 24 153.20 0.5563 9.000 5.007 Vel = 21.990 24 2.154 9.000 .32 . 7 8 0 to 120 25 153.20 0.1692 9.000 1.523 Vel 13.488 25 2.154 IE 6.112 14.500 34.303 to 120 6.112 1.281 26 153.20 0.1692 20.612 3.488 Vel 13.488 26 2.154 IT 12.224 2.958 39.072 to 120 12.224 11 153.20 0.1692 15.182 2.569 Vel = 13.488 153.20 41.641 K Factor 23.74 27 23.39 1.452 8.083 17.317 K Factor 5.62 to 120 28 23.39 0.0358 8.083 0.289 Vel = 4.532 28 23.58 1.452 8.000 17.605 K Factor = 5.62 to 120 29 46. 97 0.1296 8.000 1.037 Vel = 9.101 29 24.26 1.452 6.167 18.642 K Factor = 5.62 to 120 30 71.23 0.2800 6.167 1.727 Vel = 13.801 30 25.37 1.452 9.000 20.370 K Factor = 5.62 to 120 31 96.60 0.4921 9.000 4.429 Vel = 18.717 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .~D SPRINKLER SERVICE Page 7 rlIN HILLS REMOTE # 1 Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pi Pn 31 27.98 1.687 9.000 24.799 K Factor = 5.62 to 120 32 124.58 0.3794 9.000 3.415 Vel = 17.882 32 29.85 1.687 9.000 28.214 K Factor = 5.62 to 120 33 154.43 0.5647 9.000 5.082 Vel = 22.166 33 0.01 2.154 9.000 33.296 to 120 34 154.44 0.1718 9.000 1.546 Vel 13.597 34 -0.01 2.154 IE 6.112 14.500 34.842 to 120 6.112 1.408 35 154.43 0.1717 20.612 3.540 Vel 13.597 35 2.154 IT 12.224 3.250 39.790 to 120 12.224 12 154.43 0.1718 15.474 2.658 Vel = 13.597 154.43 42.448 K Factor = 23.70 TOR 452.21 4.358 lZ 14.709 9.250 75.475 to 120 14.709 4.006 BASR 452.21 0.0405 23.959 0.971 Vel 9.726 BASR 4.026 IB 12.000 3.750 80.452 to 120 IG 2.000 28.000 1.624 SPGT 452.21 0.0596 lK 14.000 31.750 1.893 Vel 11.397 SPGT 6.065 2E 18.620 250.000 83.969 to 140 IT 39.900 81.130 0.433 TEST 452.21 0.0061 1G 3.990 331.130 2.017 Vel = 5.022 250.00 Qa = 250.00 702.21 86.419 K Factor = 75.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ~ARD SPRINKLER SERVICE .1'AIN HILLS REMOTE # 2 Page 1 Date Hydraulic Design Information Sheet Date - 7-7-00 Name - FOUNTAIN HILLS REMOTE # 2 Location - 4385 FOUNTAIN HILLS DRIVE; PRIOR LAKE, Building - Contractor - FIRE-GUARD SPRINKLER SERVICE. INC. Calculated By - JASON R. ERICKSON Construction: ( ) Combustible (X) Non-Combustible Occupancy - ORDINARY HAZARD II MN 55374 System No. - Contract No. - -------- Drawing No. - 1 Ceiling Height - 8'-0" S Y S T E M (X) NFPA 13 ( ) NFPA 231 Other Specific Ruling Lt. Haz. NFPA 231C Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 () Ex.Haz. ( ) Figure Curve Made By Date D E S I G N Area of Sprinkler Operation - 1009.94 Density - 0.2 Area Per Sprinkler - 126 Elevation at Highest Outlet - 14 Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - 250 Note System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make RELIABLE Model F1FR Size 1/2" K-Factor 5.62 Temp.Rat.155 Calculation Summary Flow Required - 512.96 Press Required - 83.452 At Test C-Factor Used: 120 Overhead 140 Underground W A T E R S U P P L Y C 0 M M S R T A 0 C R K A G E Rated Cap.- 1500 @ Press - 65 Elev. - 3 Water Flow Test: Date of Test - 7-11-00 Time of Test - 10:00 Static Press - 110 Residual Press - 85 Flow - 3542 Elevation - 0 Pump Data: Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location - JOB SITE Source of Information - FLOW TEST PERFORMED WITH CITY OF PRIOR LAKE Commodity Storage Ht. Storage Method: Class Area % Location Aisle W. Palletized % Rack Solid Piled Single Row Double Row Mult. Row Conven. Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 N Q) Q) 0'1 +J m m 0... a m +J m a 0.. E: ~ 0.., I H CI) H 0.., CI) - 1.O~~~0.., :::E1.Ot9t9t9LO Ho...l.O 1.0 Cl)t9 oOONLO 0.., 1.0 0 0 LO LO 0 NLO_N oN r- LO .. 0"1 LO 00 0 o. >,_('1') .-l0"lQ)+J LO.. l> o 00 ~'''; "0 .. C qo N ~ U C "0 ...; .. fJ) rtlC01 ~ fJ)'n E: m ~ ..0 Q)"O Q)E:m g~6::~Cl~:::E '''; - - >, +JE:E: E:+J - mQ)Q)Q)Q)Q)Q) :>+J+JfJ)fJ)+J4-l Q) fJ) fJ) 0 0 fJ) rtl ~~~:r:::r::~U) I I I I I .-INN C") 000 0 I - I - - I I - - I - I I ~ t cp8 .-l- ;.-.; I. I I. f I,.. ..1 I. .1.. 1 A>..L I I I I. .1 H HU) ~ CJ)0..,:::E u 0.., 0.., H LOt!) > N 000 0::: .-I N tiJ *= .-I..~ CJ) Q)LO ~ ~('I') 0::: E-< Q) :J ~ 0 >, ~ fJ) .. H :::E .....-i ~ fJ) ~ ~ ~ 0.. fJ) Q) 0 Z 0::: 0.. fJ)~.....-i H ~ Q)o..,[%.., 0::: CJ) CI) ~ 0.., H o..,.....-i.....-i CI) H \...l m rtl H Q) U ~ ~ Cl ::r: +J '''; "0 "0 0::: rtl +J '''; '''; ~ z ~ m fJ) fJ) :::> H +JQ)Q) t9 ~ >, CJ)O:::O::: I E-t +J I I I ~ Z -..; .-l N N 0::: :::> U UUU H 0 [%.., [%.., o .-t .-t o o .-l o ('I') .-l o N .-t o LO .-l o ~ .-t o qo o 1.0 o l.{) o ('I') o N o .-l o '" o 00 o r- l):; ~ 0:: ~ CI) :::> 0... CI) o o 1.0 ('I') o o N C") r- oo 0 ('I') 0 0 0 00 N r::C CI) :J l.{) ::z:: 00 z .-t E: m 0 ..c: oZ "0 ~ C N- '''; ::: ::: 0 H [%.., .-l .-l .-l 0 Q) 0 +J 0 ~ N 0 l):; u 0 c 0 H 1.0 .-t U Q) +J m \...l 0 "0 0 >, N ::r: r-l >, .Q 0 fJ) 0 E: co m ~ 0 01 0 0 \...l ~ 0.., \...l Q) +J ~ 0.. E: 0 U ,ARD SPRINKLER SERVICE ~AIN HILLS REMOTE . 2 Page 3 Date Fitting Legend Abbrev. Name A B C D E F G H I J K L M N o P Q R S T U V W X y Z Computer Programs by Hydratec Inc. Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Route 111 Windham N.H. USA 03087 ~ARD SPRINKLER SERVICE Page 4 .rAIN HILLS REMOTE # 2 Date Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17 .0 B 7 10 12 C 1 1 1 1 1 1 1 1 1 1 0 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 0 3 3 5 6 8 10 12 15 p 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 S 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5 6.8 w 10.3 X 8.5 10.8 13 16 'f 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 1 0 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N 0 p Q 33 R S 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 u 4.2 5.0 5.0 v 8.5 10 13 W 13.1 31.8 35.8 27.4 x 21 25 33 y z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JJARD SPRINKLER SERVICE Page 5 ~TAIN HILLS REMOTE i 2 Date Hyd. Qa Dia. Fitting Pipe Pt pt Ref. "c" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 36 24.09 1.104 IE 2.565 1.708 18.379 K Factor = 5.62 to 120 2.565 -0.631 37 24.09 0.1432 4.273 0.612 Vel = 8.074 37 1.104 IE 2.565 7.708 18.360 to 120 2.565 38 24.09 0.1432 10.273 1.471 Vel 8.074 38 24.66 1.452 9.500 19.831 to 120 39 48.75 0.1388 9.500 1.319 Vel 9.446 39 25.44 1.452 8.500 21.150 to 120 40 74.19 0.3020 8.500 2.567 Vel 14.375 40 26.46 1.687 IE 5.022 24.625 23.717 to 120 IT 10.044 15.066 41 100.65 0.2558 39.691 10.151 Vel 14.447 41 2.154 IT 12.224 6.292 33.869 to 120 12.224 42 100.65 0.0778 18.516 1.440 Vel 8.862 42 3.352 8.167 35.309 to 120 43 100.65 0.0091 8.167 0.074 Vel 3.659 43 103.07 3.352 12.000 35.383 to 120 44 203.72 0.0333 12.000 0.399 Vel 7.407 44 85.80 3.352 2E 10.773 29.083 35.782 to 120 21.546 45 289.52 0.0638 50.629 3.228 Vel 10.526 45 3.352 IT 23.085 2.875 39.010 to 120 23.085 -1.245 14 289.52 0.0638 25.960 1.655 Vel 10.526 14 3.352 IE 10.773 60.875 39.420 to 120 10.773 15 289.52 0.0638 71.648 4.568 Vel 10.526 15 3.352 IT 23.085 30.167 43.988 to 120 23.085 16 289.52 0.0638 53.252 3.395 Vel 10.526 16 3.352 IE 10.773 6.167 47.383 to 120 10.773 TOR 289.52 0.0638 16.940 1.080 Vel = 10.526 289.52 48.463 K Factor 41.59 46 24.66 1.104 IT 6.413 1.708 19.248 K Factor 5.62 to 120 6.413 -0.631 38 24.66 0.1495 8.121 1.214 Vel = 8.265 24.66 19.831 K Factor = 5.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JARD SPRINKLER SERVICE Page 6 .~TAIN HILLS REMOTE # 2 Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 47 25.44 1.104 IT 6.413 1.708 20.495 K Factor = 5.62 to 120 6.413 -0.631 39 25.44 0.1584 8.121 1.286 Vel = 8.526 25.44 21.150 K Factor 5.53 48 26.46 1.104 IE 2.565 1.708 22.167 K Factor 5.62 to 120 2.565 -0.631 49 26.46 0.1704 4.273 0.728 Vel = 8.868 49 1.104 IT 6.413 2.125 22.263 to 120 6.413 40 26.46 0.1703 8.538 1.454 Vel = 8.868 26.46 23.717 K Factor 5.43 50 25.00 1.104 IE 2.565 1.708 19.788 K Factor 5.62 to 120 2.565 -0.631 51 25.00 0.1533 4.273 0.655 Vel = 8.379 51 1.452 9.500 19.812 to 120 52 25.00 0.0404 9.500 0.384 Vel 4.844 52 25.23 1.452 8.500 20.195 to 120 53 50.23 0.1468 8.500 1.248 Vel 9.732 53 25.62 1.452 9.000 21.443 to 120 54 75.85 0.3147 9.000 2.832 Vel 14.696 54 27.21 1.452 18.000 24.275 to 120 55 103.06 0.5547 18.000 9.985 Vel 19.969 55 2.154 IT 12.224 1.583 34.261 to 120 12.224 43 103.06 0.0813 13.807 1.122 Vel = 9.074 103.06 35.383 K Factor 17.33 56 25.23 1.104 IE 2.565 1.708 20.160 K Factor 5.62 to 120 2.565 -0.631 52 25.23 0.1559 4.273 0.666 Vel = 8.456 25.23 20.195 K Factor 5.61 57 25.61 1.104 IT 6.413 1.708 20.772 K Factor 5.62 to 120 6.413 -0.631 53 25.61 0.1603 8.121 1.302 Vel = 8.583 25.61 21.443 K Factor 5.53 58 27.21 1.104 IT 6.413 1.708 23.449 K Factor 5.62 to 120 6.413 -0.631 54 27.21 0.1793 8.121 1.456 Vel = 9.120 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JARD SPRINKLER SERVICE Page 7 .. fAIN HILLS REMOTE # 2 Date Hyd. Qa Dia. Fitting Pipe pt pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 27.21 24.274 K Factor 5.52 59 28.42 1.104 IE 2.565 1.708 25.581 K Factor 5.62 to 120 2.565 -0.631 60 28.42 0.1942 4.273 0.830 Vel = 9.525 60 1.452 8.500 25.781 to 120 61 28.42 0.0512 8.500 0.435 Vel 5.507 61 28.26 1.452 9.000 26.216 to 120 62 56.68 0.1836 9.000 1.652 Vel 10.982 62 29.12 1.452 18.000 27.868 to 120 63 85.80 0.3952 18.000 7.114 Vel 16.624 63 0.01 2.154 IT 12.224 1.583 34.983 to 120 12.224 44 85.81 0.0579 13.807 0.800 Vel = 7.555 85.81 35.783 K Factor 14.34 64 28.26 1.104 1T 6.413 1.708 25.285 K Factor 5.62 to 120 6.413 -0.631 61 28.26 0.1923 8.121 1.562 Vel = 9.472 28.26 26.216 K Factor 5.52 65 29.12 1.104 IT 6.413 1.708 26.848 K Factor 5.62 to 120 6.413 -0.631 62 29.12 0.2033 8.121 1.651 Vel = 9.760 29.12 27.868 K Factor = 5.52 TOR 289.52 4.358 1Z 14.709 9.250 48.463 to 120 14.709 4.006 BASR 289.52 0.0177 23.959 0.425 Vel 6.227 BASR 4.026 1B 12.000 3.750 52.895 to 120 1G 2.000 28.000 1.624 SPGT 289.52 0.0261 1K 14.000 31.750 0.829 Vel 7.297 SPGT 6.065 2E 18.620 250.000 55.349 to 140 IT 39.900 81.130 0.433 TEST 289.52 0.0027 1G 3.990 331.130 0.884 Vel = 3.215 250.00 Qa = 250.00 539.52 56.666 K Factor = 71.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 II . . . Fire Protecti on bV Computer Design FIRE-GUARD SPRINKLER SERVICE I 2055 WHITE BEAR AV. SUITE C ST. PAUL MN. 55109 651-748-9499 Job Name Building Location System Contract Data File FOUNTAIN HILLS REMOTE # 2 4385 FOUNTAIN HILLS DRIVE; PRIOR LAKE. MN 55374 FTNHILLS.WX2 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 ~JARD SPRINKLER SERVICE I JuNTAIN HILLS REMOTE * 2 Page 2 Date Hydraulic Design Information Sheet Date - 7-7-00 Name - FOUNTAIN HILLS REMOTE * 2 Location - 4385 FOUNTAIN HILLS DRIVE; PRIOR LAKE. Building - Contractor - FIRE-GUARD SPRINKLER SERVICE, INC. Calculated By - JASON R. ERICKSON Construction: ( ) Combustible (X) Non-Combustible Occupancy - ORDINARY HAZARD II MN 55374 System No. - Contract No. - -------- Drawing No. - 1 Ceiling Height - 8'-0" S Y S T E M (X) NFPA 13 ( ) NFPA 231 Other Specific Ruling Lt. Haz. NFPA 231C Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 () EX.Haz. ( ) Figure Curve Made By Date D E S I G N Area of Sprinkler Operation - 1009.94 Density - 0.2 Area Per Sprinkler - 126 Elevation at Highest Outlet - 14 Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - 250 Note System Type (X) Wet ( ) Dry ( ) Deluge ( ) Preaction ( ) Other Sprinkler/Nozzle Make RELIABLE Model F1FR Size 1/2" K-Factor 5.62 Temp.Rat.155 Calculation Summary Flow Required - 512.96 Press Required - 83.452 At Test C-Factor Used: 120 Overhead 140 Underground W A T E R S U P P L y' C 0 M M S R T A 0 C R K A G E Rated Cap.- 1500 @ Press - 65 E1ev. - 3 Water Flow Test: Date of Test - 7-11-00 Time of Test - 10:00 Static Press - 110 Residual Press - 85 Flow - 3542 Elevation - 0 Pump Data: Tank or Reservoir: Cap. - Elev.- Well Proof Flow Location - JOB SITE Source of Information - FLOW TEST PERFORMED WITH CITY OF PRIOR LAKE Conunodity Storage Ht. Storage Method: Class Area % Location Aisle W. Palletized % Rack Solid Piled Single Row Double Row Mult. Row Convene Pallet Slave Pallet ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Encap. Non Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 (V) Q) Q) 0l+J ro ro AI 0 ro +J ro o 0. ~ ~ AI H ~ U H >N ~ tzJ* U) ~ ~ E-t ~ 0 ....:l ::E ~ ~ :z cG H cG U) AI ....:l U) ....:l H o :r: cG ~ :z ~ H 19 ~ I E-t ~ Z cG ~ H 0 l::z..! l::z..! H HU) u)AI::E AI AI LOl9 o a:> .-I N .-Iuqo Q)LO ~(V) a> ~ >t~en.. rl ~en~ 0. (I) a> 0 0. en ~ rl ~ a>All::z..! U) ~ Alrlrl ~ roro Q) U~~ ~ .~ '0 '0 ro +J'~'~' ~ ro en en +JQ)(1) >tU)cGcG +J I I I 'r-! ...... N N U UUU H C/) H t:l.. CI) ::E::E::EAI NAIAIAI ::ELOe"e"e"r- HAl"" qo Cl)l9 .OO~CO AI (V).. LO 0'1 . I.OCO_N 'LO r-O'I ..NN CO ... >-._...... ......NQ)+J LO.. . 1.0 lo-I.~ -0 .. C "" N ~ U C -0 .~ ..en roCOl .. ~ ~.n S ~ ~ Crl~-oQ)Q)ro O~AI~OO::E .r-! - - >t +JSS S+J ro Q) Q) Q) Q) Q) Q) :>+J+J(I)(I)+JI.I-I Q) Cf) (I) 0 0 Cf) ro rj~~:r::r:~CI) I I I I .-INN ('t") 000 0 I. .1. o LO ...... o "" ...... o (V) .-I I ~ r o N ...... AI o ...... ...... cG ~ o o ...... I I j ) I I f I ~Q~ -IJ..- I o 0 0'1 (X) CI) U) II o r- ~ I o 1.0 cG I ~ o LO I o "" 1:.111.: :1:.. ~ I : 11111I111 ..: .._._tc: a:.:-..;..ne:a_ I j I --....----~ _.~ ...._I~...-.....4.oOil o (V) -:::' :'1 a::.mIE .w~...J1JDD.JII ::J ::J .0 Y') ::J :::l "l Y') r- OO o (V) :::l 0 :::l ;0 "l ~ CI) ~ LO :r:: CO :z ..--1 :) :)2 '1' "l ~ ~ .-1 3: ::!: o .....:l ~ ...... ..--1 ...... :) :) :) "l 1) ...J :l J 0::; :J ::J :) .0 H :::l ::J "l -1 :J :l) ...J iU ."-l "0 > :r:: >- ~ ::J :) ;0 ~ 1; ..., ::J J ..., ~ ::J -, ~ -l 1) ...J :l ~ 3 u ~uARD SPRINKLER SERVICE I ~uNTAIN HILLS REMOTE # SHOW Page 4 Date Fitting Legend Abbrev. Name A B C D E F G H I J K L M N o P Q R S T U V W X Y Z Computer Programs by Hydratec Inc. Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Route 111 Windham N.H. USA 03087 5 6 8 10 12 14 16 18 2C c:. 4 A 17 27 29 B 9 10 12 19 21 C 1 1 1 1 1 1 1 1 1 0 47 E 12 14 18 22 27 35 40 45 5C ~ - F 5 7 9 11 13 17 19 21 24 c:.3 G 2 3 4 5 6 7 8 10 11 :"3 H 4.5 5 6.5 8.5 10 18 20 23 25 ~ ) I 8.5 10 13 17 20 23 25 33 36 .:J) J 21 25 33 41 50 65 78 88 98 K 36 55 45 L 8 9 13 16 18 24 27 30 34 4) M 10 12 16 19 22 N 0 p Q 33 R S 27 32 45 55 65 76 87 98 lCJ .3: T 25 30 35 50 60 71 81 91 1Cl :".21 U 4.2 5.0 5.0 V 8.5 10 13 W 13.1 31. 8 35.8 27.4 X 21 25 33 y z 12 14 18 22 27 35 40 45 5C Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Computer Programs by Hydratec Inc. Route III Windham N.H. USA 03087 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 GUARD SPRINKLER SERVICE I Page 8 .:OUNTAIN HILLS REMOTE ~ SHOW Date .'l,.__a .....:.a.I..L~I.. ........ Hyd. Qa Dia. Fitting Pipe pt pt Ref. "e" or Ftng's Pe Pv ******* Notes ,.* ' r Point Qt Pf/UL Eqv. Ln. Total Pf Pn aJ;l...-...,....... :............ I II ...... 59 32.20 1.104 IT 6.413 1.458 32.820 K Factor = 5. , 2 to 120 6.413 -0.631 56 32.20 0.2448 7.871 1.927 Vel = 10.79~ 32.20 34.116 K Factor . .5:. _++__ ____ _u__ 60 37.49 1.104 IT 6.413 1.458 44.507 K Factor 5 ~:') .. ,--.:.:.. to 120 6.413 -0.631 61 37.49 0.3245 7.871 2.554 Vel = 12.56:; ----.---.-...- --- 61 1.452 13.000 46.429 to 120 62 37.49 0.0855 13.000 1.111 Vel 7.26~ 62 1.452 IT 7.686 6.292 47.540 to 120 7.686 44 37.49 0.0854 13.978 1.194 Vel = 7.26~ 37.49 48.734 K Factor = :: .3'- TOR 262.96 4.358 1Z 14.709 9.250 75.599 to 120 14.709 4.006 BASR 262.96 0.0149 23.959 0.356 Vel 5.656 BASR 4.026 1B 12.000 3.750 79.961 to 120 1G 2.000 28.000 1.624 SPGT 262.96 0.0219 1K 14.000 31.750 0.694 Vel 6.62~ SPGT 6.065 2E 18.620 250.000 82.279 to 140 IT 39.900 81.130 0.433 TEST 262.96 0.0022 1G 3.990 331.130 0.740 Vel = 2.920 250.00 Qa = 250.0C 512.96 83.452 K Factor = 5;:.1:: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ( Reliable ._Ll Model F1 FR Model F1 FR/F2 Quick Response Sprinklers ~ " Model F1 FR Sprinkler Types Standard Upright Standard Pendent Extended Coverage Pendent Conventional Vertical Sidewall Horizontal Sidewall -HSW 1 Deflector Extended Coverage (QREC) Horizontal Sidewall -EC6 Deflector Model F1 FRIF2 Recessed Sprinkler Types Recessed Pendent Recessed Extended Coverage Pendent Recessed Extended Coverage Horizontal Sidewall Product Description Reliable Models F1 FR and F1 FR/F2 Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a deco- rative sprinkler. The Models F1 FR and F1 FR/F2 automatic sprinklers utilize a 3.0mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprin- klers. This quick response enables the Model F1 FR and F 1 FR/F2 sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a pre- cisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response. The balance of parts are made of brass. copper and beryllium nickel. At normal temperatures. the glass bulb contains the fluid in both liquid phase and vapor phase. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands. forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflec- tor to distribute water. The temperature rating of the sprinkler is identified by the color of the glass bulb as well as frame color where applicable. Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet. Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating. deflec- tor style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Association or the approving authority having jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard, response sprinklers should not be intermixed. ( Upright Horizontal Sidewall HSW 1 Deflector ~,... ., .- " , Extended Coverage Horizontal Sidewall I m Extended Coverage Pendent Pendent Conventional Recessed Pendent ~- ,"'" Il ' \ , , "- Recessed Extended Coverage Horizontal Sidewall rc'tfJl~ ~ Recessed Extended Coverage Pendent The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type "K" Factor s~rlnkler Approval US Metric eight Organizations St3ndard-Upnght (SSU) and Pendent (SSP) Deflectors Marked to Indicate Position II:!" Standard Onfice with 1f2" NPT (R 1;2) Thread 5.62 81.0 2,2" 1,2,3.4.5,6,7.8 1 ;:'ll' Large Orifice with 3;4" NPT Thread 8,0 115,3 2,3'" 1.2.3 7/16" Small Orifice with '12'" NPT (R 112) Thread (1) 4.24 61.0 2.54" 1,2.8 3;8" Small Orifice with 112" NPT (R 1/2) Thread (1) 2.82 40,6 2.54" 1.2.8 10mm Orifice XLH with R3;8 Thread 4,10 59,1 56.1mm 4.6,7 Conventional-Install in Upright or Pendent Position 10mm Orifice XLH with R% Thread 4.10 59.1 56,1 mm - 15mm Standard Orifice with 1f2" NPT (R 1/2) Thread 5,62 81.0 56.1mm 4,6.7 (1) Identified by a pintle extending beyond the deflector. Model F1 FRlF2 Quick Response Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench Installation Data: Nominal Thread NK" Factor Sprinkler Approval Orifice Size US Metric Height Organizations 1/2" ( 1 5mm) V2" NPT 5.62 81.0 2.2'" (56.1 mm) 1.2.3.4.5.7,8 1 ~2" (20mm) 3;4" NPT 8.0 115,3 2.3" 1.2,3 7/16" (1) V2'" NPT 4.24 61.0 2.54" 1,2,8 3;8" (1) V2" NPT 2.82 40.6 2,54" 1,2,8 10mm R% 4.10 59.1 56.1 mm 4,7 (1) Identified by a pintle extending beyond the deflector. Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazar.a Occupancy Installation Data: Nominal Thread "K" Factor Sprinkler Approval Orifice Size US Metric Height Organizations 1/2"( 15mm) V2" NPT 5,62 81.0 2.2" (56.1 mm) 1,2.3.4(2),5,6,7,8 (2) LPC Approval is Pendent only. Model F1 FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: AppnovalO~nbadons UK" Factor and Type Approval Nominal Thread Sprinkler Light Ordinary Orifice Size US Metric Length Hazard Hazard 1/2" 1/2" NPT 5,62 81,0 2,63" 1,2,3,5,8 1,2,5,8 NOTE: UL and ULC Listing permits use with F2 esctucheons. 2. Tum collar until tight against sprinkler wrench boss. --\ "- -.- F:"":2~,. I 1/2- Adjustment . ( i Upright Pendent Upright (1) Conventional - 2'... Hole Dia._: 1 ~ "5"'~ = l . : ~ ~:- :-~~J _I I i - - - . - - - - - ~ IJ 1" x 1/2- Reducer k! - J.~~<-~ I . I, - ~ I, ---n (. I & : 1/S-.J 1- I . - - 2 27/32" Dia --------l ( Reliable Model G Sidewall Model G/F1 Recessed Sidewall Sprinklers The Most Complete Line of Sidewall Sprinklers Available 1. Model G Vertical Sidewall-Upright 2. Model G Vertical Sidewall-Pendent 3. Model G Horizontal Sidewall-HSW1 Deflector 4. Model G/F1/HSW1 Recessed Horizontal Sidewall-HSW1 Deflector 5. Model G Extended Coverage Horizontal Sidewall-EC4 Deflector 6. Model G/F1/EC4 Recessed Extended Coverage Horizontal Sidewall-EC4 Deflector 7. Variety of finishes 8. Multiple orifice sizes 9, Listed by Underwriters Laboratories, Inc. & Underwriters' Laboratories of Canada. Approved by Factory Mutual Research Corp., & The Loss Prevention Council. NYC 8S&A No. 587 -75-SA. ( Product Description All Reliable Model G Automatic Sidewall Sprinklers utilize the center strut in compression principle of construction. The fusible alloy, retained in the cylinder of a small solder capsule by a stainless steel ball, acts as the trigger of the sprinkler. When the fusible alloy melts, the sprinkler's operating parts spring free from the sprinkler clearing the waterway and allowing the sprinkler to distribute the discharging water. Sidewall Sprinkler Types.:- Model G Vertical Sidewall Sprinkler The Model G Vertical Sidewall Sprinkler is designed for use in light hazard situations where standard sprin- klers are deemed impractical because of decorative or structural conditions. It discharges approximately 150/0 of the water on the wall behind it with the remain- ing 850/0 discharged in front of the sprinkler. This sprin- kler may be installed in either the Upright or the Pend- ent position. l. Model G Horizontal Sidewall Sprlnkler- HSW1 Deflector This deflector configuration is designed and listed for use in either light or ordinary hazard occupancies. The use of the Model G Horizontal Sidewall Sprinkler in ordinary hazard occupancies will provide installation simplicities and economies in many circumstances. Model G Vertical Upright ~;;/ \..~ \ wI Model G/F1/EC4 Recessed Horizontal Extended Coverag_EC4 Model G Horlzontal-HSW1 .~/ WJ. .j) Model G Horizontal Extended Coverag.EC4 /i.:\. ...'~? !_~ ;~. \\.. i ........./ Model G/F1/HSW1 Recessed Horlzontal-HSW1 Model G1F1/HSW1 Recessed Horizontal Sidewall Sprlnkler-HSW1 Deflector The combination of the Model F1 Recessed Escutch- eon and the Model G Horizontal Sidewall Sprinkler- HSW1 Deflector provides a very attractive recessed sprinkler for use in light hazard occupancies. Model G Extended Coverage Horizontal Sidewall Sprinkler-EC4 Deflector The Model G Extended Coverage Sprinkler is listed for the protection of larger than normal areas in light hazard occupancies. Model G/F1/EC4 Recessed Extended Coverage Horizontal Sidewall Sprlnkler-EC4 Deflector The combination of the Model F1 Recessed Escutch- eon and the 17/32" orifice x 3/4" NPT Model G Horizon- tal Sidewall Sprinkler -EC4 Deflector provides a very attractive recessed sprinkler for use in larger than normal areas in light hazard occupancies. The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 MODEL GlF1/HSW1 RECESSED HORIZONTAL SIDEWAll SPRINKlER-HSW1 Deflector (~.;< "'. r / . '. . :1i.tI:' ._ :-..- \.J .~.. ., W' ..~' TECHNICAL DATA Nominal Thread K Factor Orifice Size U.S. Metric 1/2" 1/2" NPT 5.62 I 810 7/16" (1) 1 /2" NPT 4,42 61.0 (1) Identified by pintle extending beyond deflector Rating: 13soF (S70C) Max. Ceiling Temp.: 1000F (380C) Length: 3 S/16" Approval Type: Light Hazard Occupancy. Approvals: Underwriters Laboratories Inc. NYC SS&A No. 587-75-SA Underwriters' Laboratories of Canada Installation Wrench: Model GFR1 Sprinkler Wrench. Available Finishes: Bronze. Bright Brass. Satin Chrome, Bright Chrome and Slack Plated, Color Identification: Black Paint (Bronze Finish Only). Ceiling to Deflector Distance: 4 to 6 inches. MODEL G HORIZONTAL SIDEWAll SPRINKLER-HSW1 Deflector TECHNICAL DATA ~~ ___..V : I ".~r ~~~ - - Approval Organlzatlona Nominal Thread K Factor Sprinkler Light Ordinary Orifice Size U.S. Metric Length Hazard Hazard 1/2" 1/2" NPT 5.62 81.0 35/16" 1,2.3,5 1.3.5 7/16" (1 ) 1 /2" NPT 4.24 61,0 3 5/16" 1.3,5 - 3/8" (1 ) 1/2" NPT 2.82 40.6 3 5/16" 1,3,5 - 1 7/32" 3/4" NPT 8.20 118.2 3 5/16" 1.3,5 - 17/32" (1) 1/2" NPT 7.96 114,7 3 5/16" 1.3,5 - (1) Identified by pintle extending beyond deflector Installation Wrench: Model 0 Sprinkler Wrench. Ceiling to Deflector Distance: 4 to 6 inches. MODEL G VERTICAL SIDEWALL SPRINKLER TECHNICAL DATA Nominal Thread K Factor Sprinkler Approval Orifice Size U.S. Metric Height Organizations 1/2" (15mm) 1/2" NPT 5.62 81,0 2 7/8" (3) 1 ,2,3,4,5 7/16" (1 ) 1/2" NPT 4,24 :61.0 33/16" (2) 1,3,5 3/8" (1 ) 1/2" NPT 2.82 40.6 33/16" (2) 1,3,5 1 7/32" 3/4" NPT 8.20 118,2 2 15/16" 1,3,5 17/32" (1) 1/2" NPT 7.96 114.7 3 3/16" (2) 1,3,5 (1) Identified by pintle extending above deflector, (2) Includes pintle length, (3) U.L.1. Usted for use with G/Fl Escutcheon in pendent position and wall to deflector distance of 4 to 6 inches. Approval Organizations: 1. Underwriters Laboratories, Inc. 2. Factory Mutual Research Corp. 3. Underwriters' Laboratories of Canada 4. Loss Prevention Council 5, NYC BS&A No, 587-75-SA. : , 3 Installation Wrench: Model 0 Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Ceiling to Deflector Distance: 4 to 6 inches. ELO-16 GB FR Extra Large Orifice Extended Coverage Ordinary H9~rd Upright, Pendent and Recessed Pendent Glass Bulb Automatic Sprinkler ( Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ~ Product 1111 Description ( The Central Model ELO-16 GB FA Extra Large Orifice Upright, Pendent and Recessed Pendent Glass Bulb Automatic Sprinklers are designed for Extended Coverage spacing in Ordinary Hazard occupancies per NFPA 13 with very low pressure required. The ELO-16 GB FA (upright and pendent) is the first extended coverage ordinary hazard sprinkler ever Approved by Factory Mutual. As with any project that requires Factory Mutual Approval, always consult the F.M. Guidelines for their specific requirements. The Model ELO-16 GB FR incorporate a specially designed deflector that provides a much greater area of coverage than most commercial sprinklers. The extra large orifice allows this greater area of coverage, while requiring much lower pressure. The ELO-16 GB FR are intended for use, as all extended coverage sprinklers are, with hydraulically designed systems and using the flows and pressures as shown in this bro- chure. All spacing is rounded up to the next higher category. For example, 17'-6. x 15'-0. (4.4m x 3.8m) spacing would be calculated at the Listed 18' x 18' (5.5m x 5.5m) flow _and pressure. Operation: The glass bulb capsule operating mechanism contains a heat- sensitive liquid that expands upon application of heat. At the rated temperature, the frangible capsule ruptures, thereby releasing the orifice seal. The sprinkler then discharges water in a pre-designed spray pattern to control or extinguish the fire. Installation Limitations: · Unobstructed or non-combustible obstructed construction. · Minimum hydraulic design area of 5 heads or 1500 sq. ft., whichever is greater. · Minimum spacing between sprinklers is 12' (3.7m) for upright and 12'-6" (3.81m) for pendent. . WEB members of open WEB trusses must not exceed ,. (25 mm) diameter, Maximum ceiling slope of 2" per foot (158 mm/m). R Technical iIII all Data Model: ELO-16 GB FR Style: Upright, Pendent and Recessed Pendent Escutcheon: Model ELO Recessed (2-piece) Note: For the recessed configuration, only the Model ELO Recessed 2-plece Escutcheon may be used. Substitution of other "recessed" escutcheons may Impair the operating sensitivity and distribution pattern. For the pendent version, non-recessed escutcheons such as the Model 401 may be used, but are not required. Wrench: ELO/ESLO/ESFR Combination (upright and pendent) Part #1073 ELO Offset (recessed pendent) Part #1092 Orifice Size: 0.64" (16.3 mm) (ELO) K-Factor: 11.4 (163.02 metric) Thread Size: ~"N.P.T. (20mm) Temperature Rating & Glass Bulb Color: Ordinary 1550F/680C Red Intermediate 200oF/930CGreen High 250oF/1210C Blue Approvals: U.L., **F.M., M.E.A. (466-92-E Vol. II) UUpright & Pendent only, not recessed pendent. Maximum Working Pressure: 175 psi (12.1 bar) Factory Hydro Test: 100% at 500 psi (34.5 bar) Standard Finishes: brass, chrome plated Decorative Coatings: white or black painted Coatings: wax, lead, wax-over-Iead (FM only) Corrosion-Resistant Coatings: white or black painted (U.L. only) Escutcheon: brass, chrome plated, white or black painted 3'/8" (7.94 em) 2" (5.08 em) 5.0 oz. (142 grams) Standard Length: Width: Weight: Response: . , ~.!~;.': .~: ~ - ~--- ( ~ ~ ~t~....i..U' .. ~ .. ~..~ ~~~l\ . .~ ". . :,~ >1"/:. .. f ,'_. ..... C' . . ~A:.. ~- - . . ... - Extended Coverage Ordinary Hazard Upright, Penden & Recessed Pendent SprinklE No. 2.5.0 Old Cat. No. 3-3.1 ELO-16 GB FR Extended Coverage Ordinary Hazard Upright . 3 1/8" ELO .64 2" Diameter . ELO-16 GB FR Extended Coverage Ordinary Hazard Pendent I I I I I L___ I " 1" x 3/4. Reducing " . Coupling I (, , I -~ I I I _-I I I I i I 3 l/S" I ;.i>90013m 23/S" ft/ II ) (Ref.) . \ i;\ ; I III I \\; ,\", i i /' I ! / : ',I. ~) '/ I ~ /: / I IIIIIIII~IIIIIIIII -_______ U l 1 7/S. Diamater- Note: Central's Model 65 or 401 escutcheon may be used, When using Central's Model 65 escutcheon. the face of R.C. is to protrude 1/8. :t1116. (3.2mm 1:1,6mm) beyond the finished ceiling line. ELO-16 GB FR Extended Coverage Ordinary Hazard Recessed Pendent 1/S.r \ \ \ \ \ \ \ I " 1" x 314" Reducing " . Coupling I I Face of Reducing Coupling __L I 3/1" M'n. __ ~ 118" "'x. r Finished Ceiling LIne Model ELO (2-piece) Recessed Escutcheon 2 1/4. oia. Min. 2314. ola, Max. 31/4. Diameter 2 ~ Installation All Central Model ELO-16 GB FR Automatic Glass Bulb Sprinklers must be installed according to current NFPA 13 Standards and these installation instructions. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove f the unit, apply new pipe joint compound \ or tape, and reinstall. ~ Design ~ Data For FM Projects \.( Consult the Factory Mutual Guidelines for specific Factory Mutual requirements if Factory Mutual Approval is required. Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Group 1, Density 0.15 GPM1ft2 - NFPA 131991 and later Minimum Distance From Deflector to Top of Commodities is 18.. Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall GPM(Lpm) PSI (bar) 14 x 14 feet (196 sq. ft.)/4.3m x 4.3m (18.2m2) 7 feet (2. 1m) 30.2 (114.5) 7.0 (0.5) 16 x 16 feet (256 sq. ft.)/4.9m x 4.9m (23.8m2) 8 feet (2.4m) 38.4 (145.5) 11.3 (0.8) Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Group 1, Density 0.16 GPM1ft2 - NFPA 131989 or earlier Minimum Distance From Deflector to Top of Commodities is 18-. Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall GPM(Lpm) PSI (bar) 14 x 14 feet (196 sq. ft.) /4.3m x 4.3m (18.2m2) 7 feet (2. 1m) 31.4(111.4) 7.6 (0.5) 16 x 16 feet (256 sq. ft.) /4.9m x 4.9m (23.8m2) 8 feet (2.4m) 41.0 (145.5) 12.9 (0.9) ( Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Group 2, Density 0.19 GPMlft2 - NFPA 13 1989 or earlier Minimum Distance From Deflector to Top of Commodities is 18-. Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall GPM(Lpm) PSI (bar) 14 x 14 feet (196 sq. ft.) /4.3m x 4.3m (18.2m2) 7 feet (2. 1m) 37.2 (141.0) 10.6 (0.7) 16 x 16 feet (256 sq. ft.) /4.9m x 4.9m (23.8m2) 8 feet (2.4m) 48.6 (184.2) 18.2 (1.3) Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Group 2, Density 0.20 GPMlft2 - NFP A 13 1991 and later Minimum Distance From Deflector to Top of Commodities is 18-. Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall GPM(Lpm) PSI (bar) 14 x 14 feet (196 sq. ft.) /4.3m x 4.3m (18.2m2) 7 feet (2. 1m) 39.2 (148.6) 11.8 (0.8) 16 x 16 feet (256 sq. ft.) /4.9m x 4.9m (23.8m2) 8 feet (2.4m) 51.2 (194.0) 20.2 (1.4) Design Requirements - Commercial Extended Coverage Applications Ordinary Hazard, Group 3, Density 0.21 GPM1ft2 - NFPA 131989 or earlier Minimum Distance From Deflector to Top of Commodities is 18-. Maximum Minimum Design Minimum Design Spacing Between Location From Flow per Sprinkler Pressure per Sprinkler Sprinklers Any Wall GPM(Lpm) PSI (bar) 14 x 14 feet (196 sq. ft.) /4.3m x 4.3m (18.2m2) 7 feet (2. 1m) 41.2 (156.1) 13.1 (0.9) 16 x 16 feet (256 sq. ft.) /4.9m x 4.9m (23.8m2) 8 feet (2.4m) 53.8 (203.9) 22.3 (1.5) Caution: Minimum spacing between sprinklers Is 12' (3.7m} lor upright and 12'.6" (3.81m} lor pendent. 3 Installation Sequence nance, testing. and inspection that necessary, Sprinklers that did not Step 1. For Recessed Pendent Sprin- must be obeyed. operate but were subjected to corro- klers. the face of the sprinkler fitting It is advisable to have sprinkler sys- sive elements of combustion or exces- should be installed a nominal ~" (:t%")/ tems inspected regularly by a qualified sive temperatures should be inspected, 19.1 mm (::t9.5mm) behind the ceiling inspection service. Length of time be- and replaced if need be. The Authority line. Adjustments are made via the tween such inspections can vary due Having Jurisdiction will detail minimum push-on escutcheon. to accessibility, ambient atmosphere. replacement requirements and regula- water supply, and site activity. tions. Step 2. Use only a non-hardening Do not attempt to reassembly or oth- EJ Ordering pipe joint compound or Teflon* tape. erwise reuse a sprinkler that has oper- Apply only to the male threads. ated. Replace any sprinkler exhibiting corrosion or damage; always use new Information Step 3. Hand tighten the sprinkler into sprinklers of the same type and tem- the fitting. Use the appropriate Central perature rating as replacements. Ordering Information: When placing wrench to tighten the unit into the fit- Because the discharge pattern is an order, indicate the full product ting. A leak-tight joint requires only 7 critical to protection of life and prop- name. Please specify the quantity, to 14 ft.-Ibs.( 9.5 to 19.0 Nm) of torque; erty, nothing should be hung or at- model, style, orifice size, temperature a'tangential force of 14 to 28 Ibs. (62.3 tached to the sprinkler unit that would rating, type of finish or coating, and to 124.5 N) delivered through a 6" disrupt the pattem. Such obstructions sprinkler wrench. (150 mm) handle will deliver adequate must be removed. In the event that torque. Torque levels over 21 ft.-Ibs. construction has altered the original A vailability and Service: Central (28.6 Nm) may distort the orifice seal, configuration, additional sprinklers sprinklers, valves, accessories, and resulting in leakage. should be installed to maintain the . other products are available through- The upright sprinklers shall be ori- protection level. out the U.S. and Canada, and interna- ented so the frame arms are parallel Do not attempt to replace sprinklers tionally, through a network of Central with the branch line pipe per NFPA. without first removing the fire protec- Sprinkler distribution centers. You may *Teflon is a trademark of the DuPont Corp. tion system from service. Be certain write directly to Central Sprinkler to secure permission from all Authon- Company, or call (215) 362-0700 for fJ Care & ties Having Jurisdiction, and notify all the distributor nearest you. personnel who may be affected dur- Maintenance ing system shutdown. A fire watch Guarantee: Central Sprinkler Company , during maintenance periods is a wise will repair and/or replace any products Sprinklers must be handled care- precaution. found to be defective in material or To remove the system from service workmanship within a period of one fully. They must not be transported or mode, first refer to the system operat- year from the date of shipment. Please stored where ambient temperature ing guide and valve instruction. Drain refer to the current Price List for further may exceed 100oF/380C. For best the water and relieve pressure in the details of the warranty. results, store them in a dry, coolloca- pipes. Remove the existing unit and tion in the original shipping package. install the replacement, using only the Patents: The ELO-16 GB FR Optima ™ Do not install sprinklers that have special sprinkler wrench. Be certain sprinklers are protected under U.S. been dropped or visibly damaged. - to match the model, style, orifice, and Patent No. 5,366,022. Sprinklers should never be painted, - temperature rating. coated, plated, or altered in any other A fire protection system that has Conversion Table: way from manufactured condition or been shut off after an activation 1 inch = 25.400 mm they may not function properly. Any should be returned to service immedi- 1 foot = 0.3048 m sprinklers altered in such manner ately. Inspect the entire system for 1 pound =' 0.4536 kg must be replaced. damage and replace or repair as 1 foot pound = 1 .36 Nm The owner is responsible for the 1 psi = 6.895 kpa proper operating condition of all fire = 0.0689 bar protection devices and accessories. ~ = 0.0703 kg/cm2 The NFPA Standard 25 entitled, 1 U.S. gallon = 3.785 dm3 "Inspection, Testing and Maintenance = 3.785 liters of Water-Based Fire Protection Sys- tem", contains guidelines and mini- Conversions are approximate. mum maintenance requirements. Fur- [ENTRAL thermore, the local Authority Having OPTIMA ™ is a registered trademark of \ Jurisdiction may have additional regu- Central Sprinkler Company. lations and requirements for mainte- Central Sprinkler Company 451 North Cannon Avenue. Lansdale, PA 19446 <C1998 Central Sprinkler Company PHONE (215) 362-0700 ELO-16 GB FR OH.1 Printed in U.S.A. FAX (215) 362-5385 Sprinkler Head Cabinet Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Ii] Product R Technical Description ~ IIIiI Data Central Sprinkler Head Cabinets are constructed of a metal enclosure with a hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock-outs to accommodate either Y:111 or %" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or twelve (12) head capacity. Model: Sprinkler Head Cabinet Style: 3, 6 or 12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 3 sprinkler heads 6 sprinkler heads 12 sprinkler heads Dimensions: 3 head - 5" high x 7%" long x 2W' deep 6 head - 5" high x 14" long x 3~" deep 12 head - 5" high x 14%" long x 5" deep Weight: 3 head - 1.5 Ibs. 6 head - 2.3 Ibs. 12 head - 4 Ibs. No. 28-6.0 ~ Installation I'TTI Care & n Ordering , ~ U Maintenance I:t:Ilnformatio~ Central's Sprinkler Head Cabinet is designed with two ~8- diameter holes for wall mounting or direct attachment to the system riser with a strap-type hanger. The Cabinet should be installed at or near the system control valve and must be stocked with an adequate supply of spare sprinklers and a sprinkler wrench. The stock of spare sprinklers should include sprinklers of each type and temperature rating as are installed in the sprinkler system, in the following quantities: Sprinklers Spare Sprinklers In System Required under 300 6 300-1000 12 over 1000 24 The Cabinets are designed to accept both %- and %- N.P.T. threaded sprinklers. For ~" N.P.T. sprinklers, leave the removable knockout in the hole. For %" N.P.T. sprinklers, insert a screwdriver blade from the front top of the shelf and under the near bottom part of the knockout annular ring. Press the screwdriver handle down to remove the knockout ring. The hole, with the knockout ring removed, will accept a %" N.P.T. sprinkler. <C>1994 Central Sprinkler Company Printed in U.S.A. The Cabinet, wrench, and stock of spare sprinklers should be inspected at least quarterly. The following items should be checked: 1. The Cabinet should be readily accessible, and not exposed to a corrosive atmosphere or temperatures in excess of 1000F/380C. 2. The stock of spare sprinklers should include an adequate number of each type and temperature rating. 3. The stock of sprinklers must be in good condition. 4. A sprinkler wrench of the appropriate type must be included in the Cabinet. CENTRAL Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 When placing an order, indicate the full product name. Please specify the quantity, model, style, capacity, and size. Sprinklers, wrenches, and hard- ware for hanging are not supplied with the Cabinet. They must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current ( Price List for further details of the warranty . Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. \ , Hd.Cab.2 (p).POTTER Potter Electric Signal Company 2081 Craig Road · P.O. Box 28480 St. Louis, MO 63146-4161 (314) 878-4321 · (800) 325-3936 OSVSU-1 -2 , OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH Potter Electric Signal & Mfg., LTD. 55 Glen Cameron Road Thornhill, Ontario, Canada L3T 1 P2 (905) 882-1833 OSYSU-1 Stock No. 1010106 OSYSU-2 Stock No.1 01 0206 Ul and CSFM LISTED, FM APPRPVED and NYMEA ACCEPTED Dimensions: 6.19"L X 2.25"W X 5.SSIIH 15.7cm LX 5.7cm W X 14.6cm H Weight: 2 Ibs (.9 kg) Enclosure: Cover - Die-Cast Finish - Red Spatter Enamel Base - Die Cast Zinc All parts have corrosion resistant finishes Cover Tamper: Tamper resistant screws, Optional cover tamper kit available. Contact Ratings: OSYSU-1: One set of SPOT (Form C) OSYSU-2: Two sets of SPOT (Form C) 15.00 Amps at 125/250VAC 2.50 Amps at 30VOC resistive Environmental Limitations: -400F to 1400F (-400C to 600C) NEMA 4 and NEMA 6P Enclosure I ndoor or outdoor use (Not for use in hazardous locations. See Bulletin No. 5400705 OSYS-U-EX for hazardous locations). Conduit Entrances: 2 knockouts for 1/2" conduit provided Service Use: Automatic Sprinkler One or two family dwelling Residential occupancy up to four stories National Fire Alarm Code NFPA-13 NFPA-130 NFPA-13R NFPA-72 GENERAL INFORMATION The OSYSU is used to monitor the open position of an OS & Y (outside screw and yoke) type gate valve. This device is available in two models; the OSYSU-1 , con- taining one set of SPOT (Form C) contacts and the OSYSU-2, containing two sets of SPOT (Form C) contacts. These switches mount conveniently to most OS & Y valves ranging in size from 2" to 12". They will mount on some valves as small as 1 /2". '- The cover is held in place by two tamper resistant screws that require a special tool to remove. The tool is furnished with each device and should be left with the building owner or responsible party. Replacement or additional cover screws and hex keys are available. See ordering information on page 4. OPTIONAL COVER TAMPER SWITCH A field installable cover tamper switch is available as an option which may be used to indicate removal of the cover. See ordering information on page 4. TESTING The OSYSU and its associated protective monitoring system should be inspected and tested in accordance with applicable NFPA codes and standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). PRINTED IN USA PAGE 1 OF4 MKT. '8820004 . REV G MFG. '5400979. 11195 @).POTTER OSYSU-1, -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH ~ FIG. 1 SMAll VALVE INSTAllATION -1/2" THRU 2 1/2" SIZES THESE SWITCHES MOUNT CONVENIENTLY TO MOST 2" TO 12" OS & Y VALVES. THEY WILL MOUNT ON SOME VALVES AS SMALL AS 1/2". J-HOOKS MAY BE REQUIRED ON VALVES WITH LIMITED CLEARANCE. CLAMP BAR CARRIAGE BOLT SLOTTED MOUNTING HOLES MAY BE USED FOR FINE ADJUSTMENT OF S~ITCH ON BRACKET BRACKET DW'G. #979-3 ( SMAll VALVE INSTALLATION 1. Remove and discard "C" washer and roller from the trip rod. 2. With the valve in the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non- threaded portion of the valve stem. 3. Loosen the locking screw that holas the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one (1) inch long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. 4. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. On valves with limited clearance use J-hooks supplied instead of the carriage bolts and clamp bar to mount the OSYSU. 5. Mark the valve stem at the center of the trip rod. 6. Remove the OSYSU. File a l/S" deep groove centered on the mark on the valve stem utilizing a 3/16" diameter straight file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 7. Mount the OSYSU with the trip rod centered in groove. S. Final adjustment is made by loosening 2 screws (see Fig. 1) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches activate when the trip rod moves out of the groove. 9. Tighten the adjustment screws and all mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN A FALSE VALVE OPEN INDICATION. ( ..... PRINTED IN USA PAGE20F4 MKT. .8820004 - REV G MFG. '5400979 - 11195 /' (P)POTIER OSYSU-1, -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH FIG. 2 lARGE VALVE INSTAllATION - 3" THRU 1211 SIZES 3' THRU 12' VAL VES USE CARRIAGE BDl TS. CARRIAGE BOl TS MOUNT ON INSIDE OF YOKEl IF THERE IS SUFFICIENT CLEARANCE, SLOTTED MOUNTING HOLES. MAYBE USED FOR FINE ADJUSTMENT OF S\JITCH ON BRACKET. ~, D\JG. #979-4 CLAMP BAR CARRIAGE BOL TS (2 REQUIRED) ROLLER GROOVE YOKE TRIP ROD GLAND l LARGE VALVE INSTALLATION 1. With the valve in the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland. so that the trip rod lays against the non- threaded portion of the valve stem. 2. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. 3. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one (1) inch long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. 4. Mark the valve stem at the center of the trip rod. 5. Remove the OSYSU. File a 1/S- deep groove centered on the mark of the valve stem utilizing a 31S- diameter straight file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operat- ed. 6. Mount the OSYSU loosely with the trip rod centered in groove. 7. Final adjustment is made by loosening 2 screws (see Fig. 2) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. S. Tighten the adjustment screws and mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN A FALSE VALVE OPEN INDICATION. PRINTED IN USA PAGE30F4 MKT. '8820004 . REV G MFG. '5400979 . 11195 (p).POTTER OSVSU-1, -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH " ( FIG. 3 DIMENSIONS FIG. 4 PARTS 6.19 4.75 162 225 2.00 5.88 I'll, I I I I I I lu-' 3,88 ROD RETRACTED AND BREAKAWAY SECTIDN REMOVED ROD EXTENDED ,.l~ I I I I I I DWG. 1979-5 FIG. 5 BREAKING EXCESSIVE ROD LENGTH D\JG. **979-7 ORDERING INFORMATION M.QDEL OSYSU-1 OSYSU-2 STOCK NO. 1010106 1010206 5490293 5250062 0090131 DESCRIPnON Outside Screw & Yoke-Supervisory Switch (Single switch) Outside Screw & Yoke-Supervisory Switch (Double switch) Cover Screw Hex Key for Cover Screws and Installation Adjustments Optional Cover Tamper Switch Kit For pressure reducer type valve installation kits (if required) contact valve manufacturer. .if (' TYPICAL ELECTRICAL CONNECTIONS LOCAl.. CIRCUIT INOlCATING OEW:E TO POWER FOR INDICATING OEW:E TO SUPER'<llSORV CIRCUit' OF CONTROL PANEl. DID OF UNE RESISTOR owe. #979-1 Contacts shown in normal (valve open) condition. TYPICAL SWITCH ACTION OPEN VALVE POSITION COM. ~ SW /11 ~ N.C. I I I COM.:~ SW 12 ~ CLOSED VALVE POSITION SW I~O~' N.O. ..... ""N.C. I I I COM. I N.O. SW 12 ""N.C. DWG. #979-2 (- , PRINTED IN USA MKT. 18820004 - REV G MFG. 15400979 -11195 PAGE40F4 Gate Valves Rising Stem OS& Y Resilient Seat Central Sprinkler Company 451 North Cann~>n Avenue, Lansdale, Pennsylvania 19446 I; i! Product t ~ Description The Central Model 722U Rising Stem, OS&Y Resilient Seat Gate Valves are used to control water flow to fire protection systems. The Central Model 722U Rising Stem, OS& Y Resilient Seat Gate Valves are recommended for shut-off service and are not suitable for continuous throttling service. The Resilient Seat design ensures positive shut-off when fully closed. The Central Model 722U Rising Stem, OS& Y Resilient Seat Gate Valves are of high quality construction and are manufactured from cast iron materials to meet or exceed the requirements of Underwriters Laboratories, Inc., Factory Mutual, The American Water Works Association C-509 and ASTM A-126, Class B Standards. The Central Model 722U Rising Stem, OS& Y Resilient Seat Gate Valves are rated with cold water at 200 Ibs.lpsi for 2 1/2"-6" and 175 Ibs.l psi for 8" and are tested twice with water for consistent quality. The Central Model 722U Rising Stem, OS&Y Resilient Seat Gate Valves are provided with flanged ends in accordance with ANSI 816.1, Class 125. They are U.L. Listed and F.M. Approved. (Mfg. Source: Non- Domestic) @ @ @ @ @ @ Bill of Materials Item Description Material Specification 1 Hand Wheel Nut Ductile Iron ASTM A536 2 Hand Wheel Cast Iron ASTM A-126-B 3 Yoke Sleeve Nut Cast Iron ASTM A-126-B 4 Yoke Sleeve Cast Bronze ASTM B-62 5 Stem Brass ASTM B-16 6 Yoke Cast Iron ASTM A-126-B 7 Packing Non-Asbestos Commercial 8 Bonnet Cast Iron ASTM A-126-B 9 Body Cast Iron ASTM A-126-B Cast Iron ASTM A-126-B 10 Disc - - EPDM Coating Commercial 11 Nut Steel ASTM A-307-B 12 Gland Flange Ductile Iron ASTM A536 13 Bold Steel ASTM A-307-B 14 Disc Nut Cast Bronze ASTM B-62 15 Bolt Steel ASTM A-307-B 16 Gland Cast Bronze ASTM B-62 17 Nut Steel ASTM A-307-B 18 Bonnet Gasket Rubber Commercial 19 Pin Steel ASTM A-3D7-B Dimensions - Weights Approx. Nominal Dimensions in Inches Net WI. Size A B C D E F GxN (Lbs.) 21h" 7.50 14.25 7.00 7.00 5.50 .76 o/4x4 44 311 8.00 21.00 9.75 7.50 6.00 .90 o/4x4 85 4" 9.00 22.50 9.75 9.00 7.50 .99 %x8 96 6" 10.50 31.05 11.65 11.00 9.50 1.08 %x8 176 811 11.50 39.00 13.75 13.50 11.75 1.15 %x8 279 Friction Loss Equivalent Size Length 21h" 1 foot 3" 1 foot 4" 2 feet 6" 3 feet 811 4 feet 8 Open Expressed in equivalent length schedule 40 steel pipe - C= 120 ~- G>\N ~ I:ENTRAL @ 1992 Central Sprinkler Company Printed in U.S.A. Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 Phone: 215-362-0700 FAX: 215-362-5385 ( ~ Ordering I:tJ Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style; orifice size, temperature rating, type of finish and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada; and internationally through a network of (' Central Sprinkler distribution centers. You may write directly to Central Sprinkler Corporation or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Corp. will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 m 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 \ 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. 722U.1 @ Grinnell' ~ Sl:PPlY SALES COMPA~'-i'Y Cunl.let ALLIED SCHEDULE 4O™ ALLIED SUPER 4O™ ALLIED XL PIPE ULe UL ~ - ALLIED SCHEDULE 10 ALLIED SUPER FLOTM u!c u~ ~... ~ - Allied TUBE & CONDUIT (@j Grinnell ~~... ,- SUPPLY SALES COMPANY 16100 South Lathrop Avenue Harvey, Illinois 60426 (312) 339-1610 - 1-8oo-8ALLlED ALLIED SCHEDULE 4O™ AIied Sc:IIedule 40 ll'llII .. ~ ---= quIIIily ll'llII -=iIc-'V ......., _~lor iNIIIllIIlon " lDCMy.s 8Mnced.1Ktlncllogy ....... s.,- UIIe .. aI au quIIIily .......ll'llII _ ~ AIled Sc:IIedule 40 ll'llII- OI.cwdI.. oncIl*'Y "'*~~. ..... au OM!.... quIIIily c:or.a ____ lb __ unolarm COlllIlOIllian ----~. AIied ~.. Sc"-luIe 40 ll'llII uIilizIng MI _clullw, _owe proc_ 10 prO\IlCIe 8IC8IIenl **".lIl. The.-.. I. . praclSlOl'l-~ Sc_4Oplpeol_ qllIIlIIy. AIled ~ 40 plpe ~ .. ASTII-A 135 ....... AlIiecI Sc:IIedule 40 pope 11M llMn~"'_ ~~ IMCn.naI PRlI*1iea "- comply .... fill elKtIng ...... aI ASTM-AI35. wIIocII coraina ngid specoftc:a100n. lllM"'IlQ .".... propsn_ m-... compcllIIIion, lIller_ and 0lIw _ procluCI qualll-. The InherWlI .......... of AIled Schedule 40 plpe Allied Sc:IIedule 40 ll'llII .. ITlMIUlK1Ind flam Il9' quUIy ... _ ill "'llflc IlMtened IIwouQII . 'PSCISI COld IarnWIg ~ lor .-pliOnal **".lIl - uaIloIIly. Prac1IlOfto ~ JlfOlIuCea. Sc:IIedule 40 producl will MI ~_vMaIIon'" 0UIIlda dIamaW _ ... hc~ AIQId qualIy conlrOl ....,.c:tion CUing fill ~~,..... III __ tNI AlIad ll'llII wII ~ cor..-.. PRlI*1iea _ unolarm ~ lor .... "'-lIng -Iongar lIlIMcling tooIlIa. The_ -.. .. . IOng-Iaaling.IligIlIy ..... $cIladuIa 40 pope .mollobng _celani *-'llfl ~ SCHEDUlE 40 PIPE AVAILABLE IN TRADE SIZES 1. THRU 'Z' IN LENGTHS OF 21' AND 25' - 00 . - - - - - - - T -- - - I" 1.315 I.eM9 133 181 70 ,t4- 1._ I._ 140 2.27 51 1\Aa- l.llClO 1.1110 .145 2.72 44 ~ 2.375 2.017 '" 3.85 30 ALLIED SUPER 4O™ Super 40" PIpe .....-.. a l8cIInIc8I ....._...11 In ...... pipe. IcIMIIy IUItId lor moet ....aya..... "'40~acARof 1.1 and ImprowcI hydreulIc deaIgn capIIbIlIt.... ~wtth AS11I A 715 A 135 Super 40 ilIlM1lU1ac11nd III lIalIl ASTM A 135_ ASTM A 795 Type e. Gr8da A ~ AIlled XL PIpe ~""or -=-ded .. tile u.L ..........,.. and _ the IIrIt IprtnkIer pipe to receIV'e ....-trtcted lIndarwrtWs Ubcn- ...... Inc. ..... tor 1pprV'Iad" ~ IWvIng -'Ing prw- ..... of 300 P.SJ. or ... ,... performed by Underwrtt4n Lab PlalnItaat SImUIIIng IoedIng atlypicll pipe IIld Ilangar .,....... One indl IIld I-var __ _-..s Iir/lUIaIIng ..... IIrandl IInaa daacribed In ~ 13. ~........ ..-.y taat I.aaIlaga IIld IlydIaalItic ... an baIII oorftdlIr lInadad pipe IIld UL lInadad pipe, gauged IIld launcIlI) canIan'n WIllI ANSIJASME 8120.1-1183. ..... laaI: SImulIDlg.... daIuga and ar., ll'llII In 8IIPQUW. ..... teat HydIoIlaIIc ~ ... an lInadad IIld lIIIltlIMdad pipe. VIInilIon laaI: ~ aI AIled XL Ptpa III 'IilIraIIan in anlar III ___.... concIllIana. 1IIet I*bmed by FeI:tory Mu...... AIled Xl PIpe ..... ASTII A 13. ........ . CMmIcIl.... . r.... tnngfl . FIIIlanabIIy . rlyOO- ~ . au.lyal--.t_ MrlcaIIon ~ plllpar1iaa provide .......1atlraIIan c:tlar-=-natica tar ~ ..-.no. roll ~_1Ild prep tIniahM. No .... ~ 01 eQlliIlnwW... r-*llor IiIIlfaIian IIld ~. eo.tIng Super 40 produCla ... c:o-.d .... an ___iIIIIy acC8C*Id IIld ~ IDtmuI.-cl modilled acrytIc co.Iing tNI IS parCabIe. The black co.ling _ .. MI 8ICIIlIanl pntI* and . .........1lI ~ and U. V. degradMlOn from 0Uld00r SlOrage. IUPIIl .. .. ~ ~ 1011 1315 1'11' 1420 111IO ''II' U50 1 !lOG 2' 2.115 2375 CIlIl I. II II 1.1 1.1 IoonomleaI ......... Super 40 ~ be .... in ...... ..., llfaCinO. ~ dImanIiana allow 11M WIlIlIllandard IallraIIan equipmert. Sclacaal N II) IengIII otdIrw ... .-0 ~ an Super 40. SID ,.,. . from I" f1IouiIIl ~. I'low CI\-............ ~..... .".. provide Super 40 will imcIroved tlgw ~ IIld lend II) ~ ~ sprinkIar~ 'The IIlbla below ~ IIle Iric:1ian Iau dIllarancea '*-' Super 40. ScIIeduIe 40. and XL UL.FII~ Sup. 40 IS ~II) A 135/14 795. Type e. Gr8da A ~ LAIing IIld l~ ~~2I ,..:"", ... -:- ICIl-4I II. -:- I ~ ~ .,0 .1 :M5I 145 I 7lI 100 5141 Inl 5247 2.01 I 51 120 3144 4445 3S4O 2.4. 44 150 1m 1911 1127 332 I 30 ALLIED XL PIPE . VaNIiana in ....qtt 01 dImanIiana .~ . F'onish . MMling Jolnt .......tIan lIaatc . Thr-*l per 1NIlUfac. .....'s ,6000, .._ dIIian . TlwMded per 0bMrIIIId IiaIcI practiC_ (BoIh .'droIHlMd" and .'~1 . But1 welda " Flulbla pipe couplingI an ~pipe . PIairHnd lillinga (L.DcIdng ___ Sflll9lg pipe III a ~ clIINnaIanl " PIairHnd IIIlInga IL.Dcldng ___ Sflll9lg pope III .~lOfque YIIIuaI =:-:: =- par . nw.adad ~ " WaIdad ~ ..,..... ..... partonMd .. 4..... tIIe~ raIInga: . PIairHnd IIlIIngI . RoII-gnlcM lillinga ...... -.. tea. . SampIaa - r.naIIy ~ III 1haIr,.., working pr-. Vlllratlan taata: . Thr-*l JIlIIllI . PIairHnd IIIlInga IL.DcIdng --~ engaginlllJll)S III . ..... ~~. . PIairHnd lillinga IL.DcIdng .._~pope1D .~lOfque YIIIuaI CyaIInf ~ taata: . ~ tII'lIIIr ~ -- cycIa pr-."" 2O,OOO_from().I25P5.l TtINed ......... taata: '=LIlI~~' "..". . AlIiad XL Pipe has a much IligIler yIIIid __ lhan Schdlla 40 aI ~ waI 1Nc~ . llweada are .uy CUI an AlIiad XL Picle No '-Idng, ~ WlIlIMnIng or other Wldance of failure _ detected In any of the above teeIIng ~ durw. Teeted apInat conventIoneI 51<40 product ComperatM ..... aunlIIWy - AIIIecI XL PIpe va. Schedule 40 ConaIrucIIon and ....... IaIIon: UL... AIled Xl Ptpa . IUilabIe lor fabrlcIIIon at sprinkIar ~ ....... AIled XL PfDe has IMCIIanicaI SlIaIlgII proparIiaa equivalanllI) 01 ~ lhan IWqUiNd tar Sc:IIedule 40. I'laKuraI: AIled XL Ptpa I*Mcl ScIIeduIe 40 ....._~ WIIloul ......' HwdnIaIalIc: "'-'llIad AlIad XL Ptpa, 1tw.-Iacl in accordaIlca "'"'" ANSIIASME B1.20.1.19I3~~ IIIIamaI pr-. WIIloulIMkl Iftllla___ Sc:IIedule 40- VIwaIIon: AIIad XL PfDe cId nollMll II Of below 8lIO PS.l.. :: :.r;:. -=::-- VJlS aI ...-.- .....". _0I_1I111a~ IIllIll'CMI n:Iude flelalDwing conaidarIIIana: 1,...... __ 2. Fft .....-- 3. ~ ~ SlIaIlgII .. VIIraIian ...-.nee 5. Conaaion ...-.nee I. Joint tnngfl 7. ~ SlIaIlgII I. WaIdad cMIal SlIaIlgII Copiaa C111a1lor*'Y appnMI ..... ... ....... an .-quaaL @ Approved gg~T? 'IT;'~I -- - I ~ ~ .......-.....- The". cNnicllllIld bandng *'"VIh at AIIad Xl PfDe pnMdaa ~...-.nee II) IIle __ in1poaad by 1ft ..... laaI: AIIad XL Ptpa ..., III 9.000 Ps.L c:ono.Ion...-.-- s-t an ilia examinaIion at Sd1ed- uIe 40 ll'llII spec:imana. ilia BanaIle CoIumllua I...aIlorIIlIna has 8Ilin*ad IIlII AlIad Xl Pipe would IaIIl up III and aceedIng 100 ~ in mclII ~ sprinkIar ..... II ill axpac:lad IIlII peI1icuIaIty canoaNe cond- liana wiI reaull in . IhorW ...-.Ice ilia, _ ~ wlllor Sc:haduIe 40". @@ Approwd m"l " , ~ -.:. .......... .~---..... -..-..,.-,,- ,,__,,-'21,'_ -.,~~ IIla. ...~.~_"'.-y1Cl, --.,~ ~.,~ ~--.......-. - ........ ~--...-.....-- ....-..- ....- .......-...... - ...---- -----...- ...--.....- - ALLIED SCHEDULE 10 AlIlIId I.IgIll WIllI Pipe IS a quaIiIy domesllC rnat1Ufac1InCl procluCI WI1II ..capllOn" pllyslC" cI1ar---=S _ ~ tlydraulic clasIQII capellllltin. Idealty SUIlad lor .... 1ft ..., IPMk.. ..,.... ....-.-, AlIiecl ligI1l....ll'llIIl..~ pMonner II1aI ~ WI1II lie -.ng ........ 01 ASTM.A 135. LIQI1lMIllIll bul *ona _ dlnIlIa. lie ll**ClII.....-ad AlliecI iigIlI'" ll'llII allows lor _ 0I1land1ing 10 rac-... flIIalIaIJon. II sognolIcanIIy ~ IaIlot ~ CompIaa wlItt ASTII-A135 ....... AlIiad lighl ... pope _ ilia prsclM ~0I ASTM.Al35 ~....... _ yoeld propsn-. lIller. ances......." compoeIIion. lie.. ..... .. AHied'. own -.ng slandarllI aI conao-.c:y and quaIily. AacIucad ....... wlItt Incr-.cI .......... Allied's ""- ...Iine COld IOmW19 proceu JlfOlIuCea a "'llflc IlaIdened iigIlI'" pope .... eacepIIOnaI ...... slNngIl. AlIiad lighl'" pope .-ages 3O'!l. ~ ...... *-'llfllhan lie IlIIIlimum ~oIASTM.AI35 l~ 141_ .. ........1lI ~~In addillan, IIle supanot QUaIily ... "* 1ft 1IIa___ 01 Allied'. ,..... pope _lie AS'fM.A5lII ~ lor carllon_ Ilogft ~.1Qw alloy-' l!Ma of ..... IDr -' IIfIIl:Iaflcy The IIgI-. ...,. aI AIIad 1Ighl'" pope -.... hancIIng. -.IIIng in ISCUlad ~~- conIidaraIlla lrwIghl saWlgI. "-IlIa daaIgn IDr ........... "'lIInaarInI c:apaIIlIIIae AIiad 1Ighl'" pope"laI9If inaida ~ IlIOOidaa inc:r-.d _low IIld --. wNcIl ~.... ll'llII*- NqUirad lor "*'Y .........~ pope~..- ~~lIIailIiIIy. _~~be IIlgir..-I minus lie ........ ....... ~by~pope IangI1& For UIlIr e.ibilIy, AIIad 1Ighl'" pope . speaaIIy <*ogned lor ... will ... pIaiIHnd Of groowed ~ IlIingII. --... AIledIlghl'" pope "- bean laIIad _ quaIIIaa lor 11M In auDnaIIc ~ ~ mailing fill .......oINF"" 13, 130 ancIl3fl AIled ..... ... plpe Ie ......In tllelDlowlng -- .... *- 1. "'"' ~ in IangIha 21' . ~ .... *- ,. "'"' r in IangIha 21' anIy - 00 . - - - - - - - T -... - - I" 1.315 1.017 101 1.40 91 1"- I._ 1....2 .101 1.81 81 1..... 1,900 1812 .101 2.01 81 'r' 2.375 2.157 .101 2.&1 37 ( 2W' 2.175 2.635 120 3.53 30 7 3.500 3.210 .120 4.33 II 3l'I" 4.000 1710 .120 ..W7 19 ~ 4.!00 42110 .120 5.111 II ,. 5.583 5.295 134 7.n 7 r ...25 8.357 .134 9.28 7 ---....- r ...25 1.2. '" 18.94 7 ~....... ___ _........ cI -""--"--- ALLIED SUPER FLO™ Super FJo" PIpe .......,.. tile .....t tIctlnlclll 8dWllCelMnt In light wet eprInIder pipe. IdMIy IU"M for .. In IIIMt eprInIder ayatem lna....tlonI, Super FJo otr.rs IllMInggeous hydreullc dellgn c.ptlbl1It.... Light weight but IncNdlbIy Itrong. the prectIIon- englnMNdSuperFJo light ... aprfnIder plpe aIowI for _ of h8ndIIng to facllltllte Ina....tlon. at ....lfIcIntly reduced labor _ta. ComplIee with ASTM A 795 Super Flo Pipe i. manufac:\uract III ASTM A 795 ~ e. Grade A standards. Coating Super Flo ~_ coaIad wilt! an environ. manlaIIy IIlIlI'CMd and spec*'Y lormulaIIId modilled actytic coaIi'9 thai is paInllIIlIa. The black coaling aclI as an ..c:elIenl primer and IS AISIsta/'llIO WMIhering and UV degradation !rom 0Ulll00r SlOrage. Fallrlcatlon MelaIUglCal properties provide excellenl fabnc:alion char_sties for end prep Iinlshes. ...elCling. and roll gro<lY1Il9. No special procese Of equlpll'lllnl _ needed lot fabnc:atlOl1 and InstaJtation. Flow Charactartatlca Larger inaicle dIamMars provide Super Flo wilt! IUperior flow c:haradariatIca Significant i~_ baIII Schedule 10 and Schedule 40 land lhemMIwa III hydraulically cak:ulalad sprinkler sysIama. The table below shows IIle dIIIanIncas between Super Fla. Schedule 40 and Schedule 10. Economical SeMllta Super Flo i. oIIered in baIII plain and laclDry roll grocMId anda. Special CUlIO Ienglh orders _ also accepIad lot Super FIa pipe, Phyaical dimensions allow UN with approved/liaMd standaId plain end IIllklga as WISI .. grocMId couplings. fitlinga. and YlIIwa. Standard ~ spacing raquinlmenla _ perminIId lot Super FIa pipe, Size range is from 1"1hrOugll .". UL .. ULC LlatacWM AppnwM Super Flo iI manufacn. ASTM A 795. ~ e. .~ ~UImg, Approval included the lolIowing c:onaideralior 1. F1eInnI strang1h 2. Firw reaialance 3. SldewaI burst SIre .. VIbndion /'NISlarc S. Corroaion rwastar 8, JoInt strang1h 7. Hydroalalic strenq 8. 'ItItlded outlet SIre' Copies C11laboralDry a~ rapot1I _ available 0. ~ @(2i ~"'l . -: 1 .....:.. AppnwM SUPU FLO ==~~ "'" WlMIIlTIIFOOT ~ 1.0. D.D. ~ 1eH-4I IeH.l, ~ I ':r' Ilf'S Ie. Ie. 8PII ICII-4I leH-l. i ,. 1197 1315 40 2487 4891 3773 .7911 91 UI 1.40 111.- 1542 1 eeo 100 3915 8721 5428 1.001 81 2.27 1,81 ,..... 1752 1900 . 120 2945 4445 3592 1.404 I 81 2.72 2.08 2" 2.227 l375 ISO 1314 I. 18111 UH I 37 3.15 2.84 2..... 2.727 2175 lOCI .llI8O 3018 21. 2.211 30 5.79 3.53 3" 3.352 BOO 500 .1752 2lI9lI 200lI 2,705 I 19 7.51 4.33 4" 4352 .500 i 7SO 1040 1520 1154 3.411I I' 10.79 5.81 10M 12/92SP Primed in USP< CENTRAL' GROOVED ~.'-I. PIPING PRDDUCTS~ \~1 ~ CENTRAL ~ C~ntral Grooved Plpin~ Products is a \ubsidiary of Central Sprinkler Company 'c.'1trJll;ro()veLll'iplr1~ I'roLlud\ .t~l \; Cannon Ave. Lansdale, PA 19446 Phone: (21)1 tn2il~OO Fax: 121): :"~ ' <> GOVERNMENT AGENCIES ~.I:_,;ni..I_.'II~.!il1dfl'I'I~I~I.lil:1I11Ii~..____ + GENERAL CODE GROUPS, ASSOCIATIONS LABORATORIES AND APPROVAL BODIES . t.., (~,II1,1l1i.111 ( :ll.l'it (;u,Hd (:Il.ISl (;uard - :\pproved t'ach Vl'SSe! individually ".~lHJ Corps of Fl1gim'l'rs - CECS ISOOO ( A) ClI1.1di.ln Standard Assodation .tAl Federal :\viation ,.\dministration - HVAC, ~lumbing, Fire Protl'ction (FHAl Ft.'deral Housing Administration (GSAl General Services Administration - ISOOO Series (~f1l) ~Iilitary Specifications - MILP - 10388 Fittings; MIL - C - 10387 Couplings; MIL - P - 11087 A (CE) Steel Pipe, Grooved MIL - I - 45208 Inspection Procedure (NASAl National Aeronautics and Space Administration (NA VFAC) Naval Facilities Engineering Command - NFGS IS000 Series (NIH) National Institute of Health (Dept. of Health) - 15000 Series (VA) Veterans Affairs - 15000 Series (ANSI) American National Standards Institute, and (ANSI/AWWAl American Water Works Association - C-606 (API) American Petroleum Institute - API Std. 5L, Sect. 7.5 (ASHRAE) American Society of Heating, Refrigerating and Air Conditioning Engi' (ASME) American Society of Mechanical Engineers Power Piping, B-31. 1; Chemil Plant and Petroleum Refinery Piping, B-31.3; Refrigeration Piping, B-31.S; Building Services Piping, B-31.9; Slurry Pipelines, B-31.11 (BOCA) Building Officials and Code Administrators (FM) Factory Mutual Engineering Corp. - Approved for Fire Protection Services (MEA) Material Equipment and Acceptance (NFPA) National Fire Protection Association (NY-BSM New York Board of Standards and Appeals (SBCCI) Southern Building Code Congress International - Standard Plumbing and Mechanical Code (UL) Underwriter's Laboratories, Inc. - Listed for Fire Protection Services (ULC) Underwriter's Laboratories of Canada - Listed for Fire Protection Services (UPC) Uniform Product Code Materials, photos, andt<<h1ikal in(orm/.Itivfl /.Ire correct as kflOWfl at time of printing. They are, ~, subject to l:hmge without floticI!. cJ',,' '\ \ ) lIe ~'l ::-\ -- -- -, -~:) p ,It( l ..1' '-_- ~,. -\.- Wa/t2~'".~lO-W S'\Nitches ~~~ "::::-. ~ ~ ~ ..:! .., .4 / . ".""-'1' '~.>..y~ "i~ ~ ..~.::;.t . \'f -' --. ~ J" :. IE. > ~ == ~ ..--~ l. == :; --e'- - .~~ ~ '. .:..4..": .~~"'" l.:. ; ~~ The VSR-F model is a vane-type waterflow switch for use on wet sprinkler systems that do not have an alarm check valve. It is used on schedule 10 thru 40 steel pipe and is available in sizes 2" to 8" for service pressure up to 450 p.s.i. It has two sets of rugged Form C (SPDT) contacts, and has an adjustable, instantly recycling pneumatic retard to prevent false alarms due to water pressure fluctua- tions (approx. 0-75 seconds.). The VSR-SF and VS-SP model waterflow switches are for use on wet sprinkler systems that do not have alarm check valves. They may be used on small sprinkler systems in mobile homes and resi- dential dwellings. Both devices come standard with paddles for 1 ", 1 1 /4", 1 1 /2" threaded and sweat tees, 1 1/2" CPVC and 1" Polybutaline tees and are pressure rated for up to 250 psi. The VSR- SF has an adjustable, instantly recycling pneumatic retard to prevent false alarms due to water pressure fluctuations (approx. 0-75 seconds), the VS-SP is set for instantaneous alarm. Model Stock No. VSR-F-2 " @ 1113002 VSR-F-2 1/2" @ 1113025 VSR-F-3 " @ 1 1 1 3003 VSR-F-3 1 /2" @ 1113035 VSR-F-4 " @ 1113004 VSR-F-5 " @ 1 1 1 3005 VSR-F-6 " @ 1 1 1 3006 VSR-F-8 " @ 1113008 VS R -SF @ 1 1 1 3000 VS-SP @ 1 1 1 1 1 00 SPRINK-LARM SPEEDY PRODUCTS INC. August. 1994 \Llce ,n U.S..~ AUDIBLE / VISIBLE ALARMS APPLICATION COMMERCIAL or RESIDENTIAL EXTERIOR or INTERIOR FEATURES WEATHERPROOF CONSTRUCTION COMPLETELY DISTINCTIVE FROM ANY OTHER ALARM SIGNAL FAST, EASY MOUNTING. ON ANY TYPE OF WALL ELIMINATE THE NEED FOR ANY ADDITIONAL SIGNS ON BUILDING EXTERIOR \PPROVED FOR USE IN ALL HARD.OF.HEARING .;CCUPANCIES AVAILABLE IN 115VAC. 24VDC OR 12VDC WITH OR WITHOUT FLASHER/STROBE MAINTENANCE-FREE OPERATION . FULLY GUARANTEED FOR 2 YEARS Say Goodbye to - Water stained walls Ugly signs to spoil esthetics No More - Old-fashioned bells Pipes that clog and freeze <&> AI ..... ~... Ul. u... ..-. 'W~ NON FADE SHIELDS The SPRI~K-LAR~I is the most attractive and practica: signal made. It is compact in size and \\/on't compromise' the esthetics of the exterior wall like an electric bell wit!~ a bird cage, or a water-motor gong. Suoaested mounting is directly above the fire departme:~' eo ...... connection. During daylight hours, the horn will direct the Fire Department to the connection as well as alert the occu- pants and passers-by that a fire condition exists. At ~ight, the tlasherjstrobe can be seen from a distanc~ to guide the Fire Department to the connection. Police patrolling an industrial complex or a neighborhood with their windows up may not hear the horn, but they will "see the light" Since 1980, every SPRINK-LAR.\ I is assembled b:. hand, inspected and tested at the factory. See reverse side for specifications and Drices. 1690 English Street. St. Paul, Minnesota 55109 . (612) 772-9022 . FAX (612) 772-1802 Check Valve-gO Horizontal or Vertical Grooved End Swing Check Valves (250 psi) { Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 c ~ Product '- ~~ Description The Model 90 Check Valves are attractive, compact, lightweight, swing-type units that allow water flow in one direction and prevent flow in the opposite direction. They are manufactured with a cast iron body and stainless steel clapper assembly. A resilient elastomer seal facing on the spring-loaded clapper ensures a leak-tight seal and non-sticking operation. The units are designed to minimize water hammer caused by flow reversal. The Valves are manufactured with grooved ends and are easily installed using Listed mechanical grooved couplings. They may be installed in either a horizontal flow or upward vertical flow position. Applications: Model 90 Check Valves are general purpose valves intended for use in private fire protec- tion systems as follows: \ 1. In connections from public water supplies to automatic sprinkler or standpipe systems. 2. In connections from fire depart- ment pumper connections to automatic sprinkler or standpipe systems. 3. In fire pump discharge or bypass piping. 4. In connections from gravity, suction, or pressure tanks to automatic sprinkler systems. R Technical ill M Data Model: 90 Style: Swing Check (groove x groove) Size: 2~", 3", 4" and 611 Approvals: U.L., U.L.C., F.M., M.E.A. (Cal. No. 284-75-SA) Max. Working Pressure: 250 psi Factory Hydro Test: 1000/0 at 500 psi Standard Finish: Blue Enamel Groove Specifications: Standard cut grooves per AWWA C-606 Take-out Dimension: 2~1I - 8" t.o. 3" - 8" t.o. 4" - 911 t.o. 6" . 1 O~" t.o. 2~1l - 8 Ibs. 3" . 9 Ibs 4" . 16 Ibs. 6" . 34 Ibs. Shipping Weight: No. 14-2.0 Note: The friction loss, expressed as equivalent length of schedule 40 pipe with C=120, is as follows: 2Y2" = 9 ft. 3" = 14 ft. 4" = 21 ft. 6" = 19 ft. Outlet (' z T-- "t......- --+, ----- \ ", ...... -",,"" I Inlet y Dimensional Data - Model 90 Check Valves (groove x groove) Valve Valve Dimensions Boss Locations Max. Tap Size (optional) Size X (t.o.) Y Z A B C Boss A 1 Boss B2 Boss C3 Boss D 2%" 8" 27/'e" 3 'Ie" 1~e" 20/.." 4o/tell %" %" 11f4" %" 64mm 203 mm 62mm 79mm 40mm 70mm 110 mm 16mm 16mm 32mm 13mm 3" 8" 23/4" 37/'e" 1%" 2%" 4:y,e" %" %11 11f4" %" 76mm 203 mm 70mm 87mm 41mm 60mm 106 mm 16mm 16mm 32mm 13mm 4" 9" 3%" 3':y,e" 10/4" 2%" 51/,ell *" *" 2" Y2" 1 02 mm 229 mm 86 mm 97mm 44mm 67mm 129 mm 19mm 19mm 51mm 13mm 6" 10%" 45/'e" 5" 13/411 2%" 5o/te" *" 0/.." 2" Y2" 152 mm 267 mm 110 mm 127 mm 44mm 67mm 135 mm 19mm 19mm 51mm 13mm l , May be utilized for ball drip or meter bypass connection. 2 May be utilized for gauge or meter bypass connection. 3 May be utilized for main drain connection for "riser check" applications. 2 Parts List - Model 90 Check Valve No. Part Hum 'KtrS Description Material Req'd. 2'12 " 3" 4" 6" Valve Body Cast Iron 1 8025-16-00 803-07-000 804-28-000 806-21-000 Clapper Stainless Steel 1 8025-18-00 803-09-000 804-29-000 806-16-000 Seal Facing Buna N 1 8025-03-00 803-03-000 804-18-000 806-17-000 Seat Ring Stainless Steel 1 8025-08-00 803-05-000 804-21-000 806-18-000 Hinge Pin Stainless Steel 1 804-32-000 804-32-000 804-32-000 806-031-00 Bracket Stainless Steel 1 804-33-000 804-33-000 804-33-000 806-25-000 Plug ('12" NPT) Cast Iron 1 8010-12-00 8010-12-00 8010-12-00 8010-12-00 Spring Stainless Steel 1 8025-021-0 804-23-000 804-23-000 806-032-00 Retaining Ring Stainless Steel 1 806-26-000 806-26-000 806-26-000 300-22-000 '/4" Hex Bolt Steel 2 600-80-000 600-80-000 600-80-000 600-80-000 Fastener Seal Nitrile & Steel 2 198-016-02 198-016-02 198-016-02 198-016-02 Retaining Ring Stainless Steel 1 8025-04-00 803-04-000 804-04-000 816-06-000 Retention Bolt Stainless Steel 1 8025-05-00 8025-05-00 804-20-000 806-05-000 Seal Ring Neoprene 1 8025-06-00 8025-06-00 804-24-000 804-06-000 Flexloc Nut Stainless Steel 1 8025-07-00 8025-07-00 804-07-000 804-07-000 ( ~ Design ~ Data { Model 90 Check Valves must be installed in a horizontal or vertical position in accordance with the Listing. Check Valves are required in automatic sprinkler systems in accordance with NFP A 13 Standards as follows: 1. In each fire department connection as near as practicable to the point where the FOC joins the sprinkler system. 2. When a sprinkler system has more than one water supply, a Check Valve must be installed in each supply connection to prevent flow to one connection from exiting via the other connection. A Check Valve must be installed in each water supply connection, if there is a FOC on the system. An Alarm Check Valve is considered to be a Check Valve. 3. In the "antifreeze loop" of an antifreeze system, if the sprinklers in the antifreeze portion of the system are at a higher elevation than the water-antifreeze solution interface. The Check Valve must have a 7"3211 hole drilled through the ( clapper to allow for thermal expansion of the antifreeze solution. Check Valves are required in centrifugal fire pump systems in accordance with NFPA 20 Standards as follows: 1. In the fire pump bypass piping. 2. In the pressure maintenance Oockey or make-up) pump discharge piping. 3. In the fire pump discharge piping. Check Valves are required in private water tank supply systems in accordance with NFPA 22 Standards as follows: 1. In the discharge pipe from a gravity, suction or pressure tank. 2. In the fil/line to a gravity, suction or pressure tank, if the discharge pipe is utilized for filling the tank. Check Valves are required in private fire service mains in accordance with NFPA 24 Standards as follows: 1. In each fire department connection. 2. In each water supply source connection, when there is more than one source. Check Valves are required in standpipe and hose systems in accordance with NFPA 14 Standards as follows: 1. In each fire department connection. 2. In each water supply connection. 3 ~lnstallatiOi The Model 90 Check Valve is Listed for installation in either the horizontal or vertical position. When installed in a horizontal position, the two ~II hex bolts must be on the top side of the valve. For vertical installation, the valve must be installed so that its outlet is above its inlet (Le., flow direction upward). The arrow, cast onto the body of the valve, must point in the direction of the flow. The Check Valve is designed tc be installed using approved mechanical grooved couplings. IfTTI Care & U Maintenan( The Check Valve requires no regular maintenance, however, it should periodically be removed and inspected by a qualified inspection service. The owner is responsible for thE proper operating condition of all fire protection devices and acces- sories. The NFP A Standard 25 entitled, "Inspection, Testing and Maintenance of Water-Based Fire Protection Systemsn contains guidelines and minimum mainte- nance requirements. Further- more, the Authority Having Jurisdiction may have additional regulations and requirements for maintenance, testing and inspec- tion that must be obeyed. Warning: Any system maintenance or inspection that involves placing a control valve "out-of-service" wil/ eliminate the fire protection normally provided by the fire protection system. Prior to proceeding, be certain to secure permission from all Authorities Having Jurisdiction and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. Disassembly: 1. Close the main water supply control valve and drain the system, relieving all pressure from the check valve. 2. Remove the mechanical grooved couplings from each end of the check valve and remove it from the piping system. 3. Remove the two V4" hex bolts from the body of the check valve, thereby releasing the clapper assembly bracket. Remove the clapper assembly through the "outler end of the valve. Cau- tion: Be careful not to nick the seat ring's sealing surface. 4. To replace the clapper seal facing, remove the retention bolt in the center of the clapper assembly, thereby releasing the retaining ring. The seal facing may now be removed. Reassembly: 1 . To reassemble the clapper assembly, wipe off the face of the clapper, place the new seal facing on the retaining ring, place the seal facing and ring against the clapper, aligning the center holes. Insert the retention bolt through the clapper, seal facing and retaining ring and secure in place with the fJexJoc lock nut. C 1994 Central Sprinkler Company Printed in U.S.A. 2. Inspect and clean the check valve seat ring. 3. Insert the clapper assembly into the check valve through the "outlet" end of the valve. 4. Align the two holes in the clapper assembly bracket with the two holes in the body of the check valve. Insert the two 1/4" hex bolts with fastener seals through the body, engage the bracket and tighten. 5. Insert the check valve back into the piping system. Verify that the flow arrow is pointing in the proper direction to assure proper opera- tion of the valve. Reinstall the mechanical grooved couplings. 6. Place the system back in service and secure all water supply control valves in their open position. When the system is back in service, notify all Authorities Having Jurisdiction and the personnel who were affected during system shut- down. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty . ~ CENTRAL Central Sprinkler Company 451 North Cannon Avenue, Lansdale. PA 19446 Phone: 215-362-0700 FAX: 215-362-5385 \ nOrdering I:t:tIlnformation Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, and size, if gauge, bypass or drain connections are desired. Swing Check Valves do not include mechanical groove couplings. They must be ordered separately. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor n'earest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters ( Conversions are approximate. t -, 90.2 - ..._''.1 2' ).~~$~r :]n~~~~> ~--- l~ Typical installation (AM~S 1.000 DCV is fully approved in vertical Installation.) I',' ')~,:~:: ",c.,_ :,._.:?;~. , . .'" ~~\~.~/., ~;.:, k'.' ~.., , ,~;r:~')':' '..' -1 .t." ;' Opening in body allows for replacing internal parts without removing valv~ from pipeline ,; ,.. . ,.1' ~.. Air Bleed Device (Hidden) . .... .i t.' , . ~ . All flanges have serrated outer surfac for sure seal flange gaskets ""t.. ~.. , ,~:,:-::. ~.,':....;"" f~";':;. :< :, - . - - ., 'it?~,.~ All nnkage part$i~ stainless s~eel.~ ':.. ~t~: ~.~.:';'~1. " , :i~;} Stainless steel spring at knuckle joint closes' valve an instant before flow reverses ....\;7:;;;'". . ':r ~;'l ..... l,.,,_. "-' ,..-. ~ ~;;.: ' :;'i;.~:~. ,', . ,.1," . .: /' :~~. It '., . "" .. :--.., J " ..:tt.:.1< ';'~{:'..::L-~' . ..... ,"':1.~ .,.' " .~. , }~~~(i...;::rt;.: _' . [ENTRAL 86 1 0-8 Fire Dept. Connecti'o"n With wall plates and breakaway caps Manufactured by: Central Sprinkler Corporation 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 _Product _Description The Model 86A (straight pattern) and Model 86B (900 pattern) Fire Department Connections (FDC) are 2 1/2" x 2 1/2" x 4" single clapper siamese-type connections. They are designed to provide a supplementary water supply connection for automatic sprinkler systems of all types, as required by NFPA 13. Both straight and 900 pattern Fire Department Connections are cast brass with brass clapper, brass swivel couplings, and a brass hinge pin. The words "AUTO SPKR" and "F.D. Conn." are cast in raised letters on the body of the Fire Department Connection. The clapper design allows for one or both inlets to be pressurized during operation. Fire Department Connections are generally installed 18" to 5' above finished grade, however local codes and standards may contain special requirements with regard to specific location. Wall Plates The Wall Plates are constructed of corrosion resistant aluminum alloy with cast-in raised letters. The raised letters on the round Wall Plate are "AUTO. SPKR." and "FIRE DEPT. CONNECTION." Caps The breakaway Caps for the protection of the 2 1/2" inlets on the Fire Department Connection are supplied in heavy-duty plastic or cast aluminum alloy. They can be easily attached to the swivel, lugs of the Fire Department Connection using the eye bolts supplied with the Caps. R Technical illllIiI Data Model Number: 86A (straight pattern FDC) 86B (900 pattern FDC) Size: Outlet - 4" N.P.T. Inlets - 2 1/2" N.H. Std. thread Approvals: U.L., F.M. Maximum working pressure: 300 psi Standard Finish: FDC - Rough brass Wall Plates - Red enamel paint with raised letters painted white Caps - Red plastic or red enamel paint Weight: FDC (straight) - 7.8 Ibs. FDC (900) - 9.3 Ibs. Wall plate - 11 oz. Cap - 3 oz. Mfgr. source: Non-domestic Dimensions: Wall Plate - 9 3/4" 0.0. No. 28-7.0 ~Installation The straight pattern Fire Department Connection is installed by-attaching to a horizontal 4" N.P.T. threaded pipe generally extending through an exterior building wall. The 900 pattern Fire Department Connection is installed by attaching to a vertical 4" N.P.T. threaded pipe, generally freestanding in a yard application. The swivel inlets are 2.5"-7.5 American National Fire Hose Connection Screw Thread per NFPA 1963. The breakaway Caps for the inlets are used to prevent damage to the threads and to keep foreign objects from entering the fire department connection piping. Caps should be replaced after Fire Department Connection use or if the Caps are damaged or missing. ITTTJI Care a UMaintenance All Fire Department Connections should be regularly inspected to insure proper working condition. 1. Connections should be readily visible and accessible. They should not be obstructed by vegetation or equipment. 2. Caps should be in place and the 2 1/2" swivels should enjoy freedom of movement. Hose threads should be clean and in good condition. 3. Verify that the check valve in the fire department connection piping is not leaking. e1988 Central Sprinkler Corporation Printed in U.S.A. Wall Plate - round Cap - breakaway ~ CENTRAL Central Sprinkler Corporation 451 North Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 n Ordering I:tIlnformation When placing an order, indicate the full product name. Please specify the quantity, model number, and size. Fire Department Connections are not furnished with Wall Plates and Caps. They must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products ~re available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Corporation, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Corporation will repair and/or replace any products found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty . Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. r ( c CATALOG #9155 Kennedy Underwriters'l Factory Mutual Fire Protection Products ~ KENNEDY VALVE Division of McWANE. Inc. 1021 East Water Street. Elmira. NY 14902-1516 Telephone (607) 734-2211 - FAX (607) 734-3288 Working pressures: 1 W' - 1" W.O.G. Non-Shock 1 W' - 2" W.O.G. Non-Shock Saturated Steam 115 Ibs. 200 Ibs. 125 Ibs. . Slza to 'I," IIIrougll 2" . Rial... SlIm . SereWld Ionnet . RlnlWlbll Campoaltlon Saft Disc Part No. DESCRIPTION MATERIAL A.S.T.M. SPEC. 1 Wheel Nut Bronze B-16 2 I dent. Plate Aluminum 3 Handwheel Aluminum 8-85 Alloy A03800 4 Stem Sil. Bronze 8-371-62 Alloy C69400 5 Packing Gland Bronze B-62 FIG. 97 -SO 6 Packing Nut Bronze B-62 Globe 7 Packing Non- Asbestos Fibers 8 Bonnet Bronze B-62 9 Disc Holder Nut Bronze 8-140 or 8-62 10 Disc Holder Bronze B-62 11 Seat Disc Buna N 12 Disc Nut Bronze B-62 13 Body Bronze B-62 HYDROSTATIC TEST PRESSURE: Seat - 200 psi., Shell- 300 psi. SIZE A B .~ 2~6 3% * 3~, 4% 1 31~6 51~6 1~ 4~6 6~ lyz 41~6 7~6 2 5.% 71~6 B OPEN 13 .Stem and Disc Holder are integral. No Packing gland, packing only in this size. WEIGHT - POUNDS SIZE yz % 1 lY4 lyz 2 WT.-LBS. 1.0 1.5 2.6 3.4 5.2 8.2 CARTON 100 100 50 10 10 6 aUANTITlES BODY MARKINGS ONE SIDE 125 SWP 200 WOG KENNEDY FEDERAL SPECIFICATION: WW.V-51d Class A, Type I OTHER SIDE SIZE YEAR KENNEDY VALVE 91 SS-G-S ( ARGCQf{ ESCUTCHEONS ESCUTCHEONS ALL CUPS AND SKIRTS.ARE INTERCHANGEABLE I GENERAL CHARACTER: Type 1010-1018 mild steel, 0.40 . 0.42 mm thick I t---2.18.~ LONG CUP 112" AND 314" ips ITlI L1-~ t--2.1S.---i SHORT CUP 1/2" AND 314" ips DEEP SKIRT ~ adjustable" to j 1.38. LI ...2.1r 3S SHORTTAPERSKIRT ll!~ ~stable 314'10 1.718"125J [:iT . -. . 2.18~ - 3.e- -- FLUSH SKIRT _ adPJstable 114. to 314' . 2.1r 3.r - ( Everything you want in a butterfly valve. Including the Kennedy name. For over 1 1 0 years, Kennedy Valve Company has delivered the operational performance and high quality you demand in fire protection applications. The Kennedy line of slow-close butterfly valves represents the latest additon to our complete line of products you can trust under fire. UL listed and FM approved with maximum psi of 1 75, the Kennedy line gives you everything you demand in a butterfly valve. Available from 2-'/2" - 8" in grooved or wafer design, with built-in double tamper switch. Next time you're under fire to perform, go with a valve you can trust. Kennedy. Committed to quality in fire protection products. tl KENNEDY VALVE Division of McWANE, Inc. 1021 East Water Street. Elmira. NY 14902-1516 Telephone (607) 734-2211 - FAX (607) 734-3288 KENNEDY VALVE 9155-0-5 KENNEOYVALME BUTTERFLY VALVES UL LISTED AND FM APPROVED Specifically Designed For Use On Fire Protection Systems and Rated At 175 PSI Working Pressure Sizes 2, 2V2, 3, 4, 5, 6, 8, 10 and 12 inch UL Listed and FM Approved (4-12") Water or Lug Body Lightweight Easy to Install: Suitable for installation between ANSI 125 lb. flanges. No gaskets required. Permanently sealed stems. Resilieot seating for bubbletight shut-off. Corrosion resistant construction. Gear type actuators, factory installed, have sequential shearing protection, easy-to-read flag type position indicators, and are fitted with a Y.z" NPT connection for the addition of a monitor switch, if required. HOW TO ORDER Standard Valve Configuration includes a cast iron body, EPDM seat and nickel plated - ductile iron disc. Valve Size Figure Number - W8292 or L8292 Body Style - Wafer or Lug Accessories - (if required) Post Indicator Valve Assembly (UL Listed Only) Monitor Switches (Optional) Chainwheel - Specify Chain Length KENNEDY VALVE 9185-0-7 d0-2000 09:51 ~':. ..."'-~-...- --. ---.. MCDONALD CONSTRUCTION INC I' .' P.04/04 r. .. , .,~.__...,.~..~.., ..._.___..11_____. ____... __:11___... , _ .._J_._.... _. ..... ~ lU#J,.~ lU"'" ~. " I '(1 I 1-1; f,( I H "'I J ..,' I.f I ~"......~.. .....*. ..~_ ....*._*_. "'_~___~' --- ~ ~ , ~\:) ~.. ~ ~ ~.~~\.. ~" ~ ,_ _:~ .Jt~ \...1\ ~ '~ , '\\ ~ ~ ~ .~- <. ~ I .... I ~ I t-.. ... tei; "r:.s r ~ -0. 8' - 4" I~ 1$ ~ ~ ~ ~. ,t,~ ~ ~ l~ ~ '-i\ ~ V\ ~ ~ ~ ) ~~: ~ 11: <5 ~ ~ (..j Q q I J: O. 0 I 0 L\ I -1--- ---.--- j() II.) ,f t. "" # l"i~ 17' ::.0" , ------.:' ... ~ .~ .~. "t-t 1lI;t\ \" C' ~3 ~~ )l; ~ "'"' ^ ~ uP ~. ~. ~, ~: .. ! ~ ...! ~ " i '\ I '1' ~ ' I , ~ , ~ \ - ~ ~ ~ ~., ~ ~' .~ ~ 't-.. ~ "'"" ~ ~ ~~, .------..-......-......... ~,. ,.. .,-..---.--........---.. O!. I ~ . .fit _ O~E" '--!.. I lQ . 15'-g" ,") . ~ ta .... ell ~ )Ill E ----- ---~.. ---. .........., )> I I{) I ~ : rn : I I , I 0 ----- ------ - -. \~ c: Ul 0 m i 0 QJ )( 0 (5 ^ '" q -~. I ~ ~.. 0 ~~ 0 ~," ~ ~~ ~$ ~ ~.I '"' o~ , ~ ..--...... '-. .."....~ . ,...,,,,11"\I TOTAL. P.04 ~ \ tv <: ~ ~ <: (t) UJ w I (0 "." t-1 ~ ~ W N ~ JlJ rt ro H H :J:- :3: ~. ~ C ~ ~ m x ~. ~ tQ 1-" ~ In ro ~ () ~. OJ rt PI H o H JlJ t"1 ~ 1-" In ::J ~ ""- rt H rt (t) 01 ro In 1-" In rt ::J rt UJ (J) () W W 0 I I ::1 ~ (t) ~ C: . ~ F~i tU 1-" tQ (t) ~ ::J 0., Hl 1-" rt rt 1-" ::1 \Q UJ w I ~ ... W I '1 w 1 ''" ""'-" "-"I;"r'" -. ~ 01 :J (1 :::r ft) A 00 " 0'\ ~ OJ rt (t) H ~ ~J H t-h ,..... JlJ n n rt rt 1-" o 0 \i UJ \ UJ C 'U to J-J ~ lQ t'1 JlJ tQ ~ w I (j) \ lJ1 'U {Jl H " t-rj t-' o ~ t"1 t1 o ~ H () t-' ~ ~ JlJ ~. rt '"1 ~ ~. :J ~ o lQ ::J W ro ~~ \r ~ t1 H JlJ ...... ::J UJ N t-' 8 ~ 'U (t) ~ rt ro In rt o o ~ ::J (t) o rt ...... o ::J In ~ W N (,) ItJ ~ ::u tTJ ell lQ '-h C ro ...... H <: or ~ :::J .-' o ct> ro ::J rt 'U o J-' ~. (t) ~ :J rt lQ In rt ""~ " Lt H t-' ~ t-h o H (J) S ,..... OJ N rt (t) ~. ~. ~ W N t-' t-rj ~. H ct> 8 ::r H (t) OJ 0... (J) 8 ~ 'U (t) t"1 o 0., o ct> JlJ 'U rt ~ ~. H o rt ::J 3 ~,~ F U' .~ w o PI t-' o C t-' JlJ rt 1-" o ::J UJ ::u 'TJ t"-i . ct> ,..... ro t-h rt ~ ro rt lQ H 1-" rt ro ~ ::r ~,~ 'U o ~. ~ rt (J)~ N H ~ LV N ~ <: JlJ t-' <: <: t-rj () () (t) 01 t-' 0 :J t-' 0 ::J ro ~ <: ~ rt n In ro H;;O;- In (J) 0 ro (J1 ~ t-' <: S c~. OJ 0- 'U rt <: t-' I-' ct> 0 01 <: ~. t'1 ::r t-' (t) ro <: ro <: (J1 (J1 ~"'~\,~ o o ::J ::l ro o rt 1-" o ~ N I " OJ H ~ t-t) o t'1 S OJ rt ...... o <.......::1 J-J fn ,..... N ro o PI t-' () C to .-' J-J PJ JlJ rt :J (t) ~ 0... o :J N tu l-<: ~ t'1 OJ C I-' ...... o f\.t 1--' I-' ~ () ::r 01 ttj rt ct> t"1 '-.J o (J) to H ...... ~ x- 1-1 ro t"1 In OJ tJ' o <: (t) OJ :J 0... U' ro I-' o ~ o (1) ...... I-' ...... ::J to In 0- . V I-' N HI ro ft> rt tJ' (t) r-t ~ en ro :J ::1' ro OJ 0... UJ ~ (,) ~1 l~ :J:- t"1 ct> OJ o Hl o o <: ro t"1 OJ lQ (t) OJ ::J ~ I-' o () OJ rt 1-'. o ::J ~ 10 . . I-' tu 'U t1 ...... t"1 (t) 'U (t) rt en (J1 (t) 'u en () ...... In C rt '0 ~. H 1-" ro N ro 0 ..... ::1 (J1 ::J to () to OJ UJ ::r lQ "< f1) ro UJ 0; UJ rt C (t) J-J N S (t) I (J1 \D OJ o n o c to OJ :J n "< rt () "< po 'U lU (t) 'd ri- m ..., 00 Ul 'U H ...... :J x- I-' ro t"1 Ul 'U H ...... :J x- I-' ro t"1 rt ~ ttj ct> (J1 0... ro Hl I-' ro n rt o H o H ...... t-h ...... o ro 0. ~. (J1 rt JlJ ::J n ro (J1 'U H 01 ~ to to ~OJ H rt ...... ro :J t'1 ~~ UJ ("H -- (J1 tJ' ro JlJ S In (J1 ...... N (t) ~ I 0 rtl,l-' Hl (t) <) ... ,~ ~~ ~<? ~ OJ < ... ~~ rt I ~. Ul :J lQ~ ,J~ .,. ,c:::. ~E : ~~ - ~ ... (I) Hl V1 0 I t1 ~ tJ o 0- In rt t'1 C o rt ...... o ::J (J1 rt o UJ '0 t"1 1-'. ::1 ;;0;- ~ (t) t"1 UJ o Hl I-h ~. rt (J1 ... ro rt o ~ I tv ,tj t"1 ft) JlJ o rt ~. o ::J ~ ::J Q, Q, ro ~ r= to f1) (J1 ~<: UJ rt ro E1 (J1 lJ1 I w () N I tv 8 :J ro (J1 1-" N ro o Hl rt ::T f1) (J1 "<: UJ rt f1) a tJj 0 ~ J I In ~ J fl ~ rt f1) a OJ :J Q, H o o S In 1-1 ro ~ C ~. H f1) Q, 0... o 'f1) UJ ::J o rt rt o (t) x () ro f1) ~ ~ H ft) ~ J-J 1-" ::I ~. rt ~ rt ~. o ::J UJ E1 rr (t) (t) ro rt '0 UJ H o C rt UJ ro f1) o rt 0 (t) Hl Q, rt ::r ::r OJ (t) <: n> 01 H In n> 'd OJ H 1-'. ::J I-' x- I ~ ~ ro t; PI (J) ::1 OJ ~ 1 OJ I-' 'U 'U ro ~ ::1 I ~ ~ 1-" >< ~ I l\) I tv I I-' 'tJ o z <: o J-J C S (t) ~ tIj N ...... 0 t'1 (J) (t) UJ t"f C () 0 '0 0 0 'd :J ~ I-' ::J rt ~ ct> ...... o 0 rt :J t-h ,-'. o 0 H :J (J1 ~ '1 W "< , to w ...... tu ro PJ ::J Q, 'U H ro OJ o rt ...... o ::1 o Hl 0, t'1 ~< to 1-" to f1) (fJ "< (J) rt ro a (J) V1 I tv (fJ ~ (fJ rt ro E1 (J) Ul I tv ~ o ~ PI (fJ (fJ a, (t) (J1 ~. \0 ::J 8 ~ n> ::J c :3 U' (t) H (fJ 1-" ::J 0, ...... o JlJ rt (t) rt t1' roo ~ 'U to f-' 1-" o JlJ U' I-' f1) o t1' JlJ tQ rt (t) t'1 (fJ ~ ::J Q, (J) n> () rt ~. o ::1 UJ o Hl Z t-t:1 tU > .... I-' W ,) ,\ f -- ~ I-' .~ ~ :J lQ ro t'1 (J1 ~ :a m~ CITY OF PRIOR LAKE INSPECTION NOTICE DATE TIME 1;;;.-6 -0 / . ij3l5- ~~. ~j{jbJ SCHEDULED ADDRESS OWNER CONTR. PHONE NO. PERMIT NO. () - ~~3 o FOOTING 0 PLUMBING RI 0 EXIGRADIFILLING o FOUNDATION 0 MECH RI 0 COMPLAINT o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI ~~SULA TION 0 SEWER HOOKUP 0 FIREPLACE FINAL ~INAL 0 PLUMBING FINAL 0 GASLlNE AIR TST o SITE INSPECTION 0 MECH FINAL' 0 COMMENTS: r~ -!:~ CTORY. PROCEED AND PROCEED CAll FOR REINSPECTION BEFORE COVERING Inspector: Owner/Contr: CA - 50 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. 'REMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl CI1~ PRIOR LAKE INS~TION NOTICE .. DATE SCHEDULED ~/(P .O( j \ " 00 14/,A.( TIME ADDRESS (/38<y Or .Jtt.l( <? Fc.vk ~~ OWNER CONTR. PERMIT NO. 00 - L..{ (" 7 PHONE NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GA LINE AIR TSl J . ~ 'r S tl.\A....l("L.gr :fi~ t lou~ COMMENTS: ~~r\\I.-~Cu-~ u~ /' ~K SATISFACTORY, PROCEED o CORR CTION AND PROCEED o COR ECT K, CALL FOR REINSPECTION BEFORE COVERING Owner/Contr: 850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CO E REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl INSNOTl ADDRESS l./;)SS- DATE TIME SCHEDULED ;2. - I <.1- ~ l 2 : Q::) Pt1 fiullt ~l~l/\. jh, l (s Or, CITY OF PRIOR LAKE INSPECTION NOTICE OWNER CONTR. PHONE NO. PERMIT NO. 00 ....O<(G" o FOOTING o FRAMING o INSULATION o FINAL o FOUNDATION o DEMOLITION o FIRE PREVo o PLUMBING RI o MECHANICAL o WATER HOOKUP o SEWER HOOKUP o SEPTIC INSTALL o PLUMBING FINAL o SITE INSPECTION o EXC/GRAD/FILLlNG o LKSHORENYETLAND o COMPLAINT o SEPTIC FINAL o FIREPLACE t'\ ;Xl Ft',.e. 5.pt;Wt"'~'h' ~ COMMENTS: ),~ ~aA2s ,vt \~tI\~ ",I; lst- ~r OCou:o ~ 2. ~r(~ t'6 Ql6uds ~(~~~~ Q RE COVERING CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! DATE TIME CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED \ z... 2.1 . c)C) I',IS ^tJO ADDRESS 4-385 FOUNTA t N M1 LAS '3'.00 OWNER CONTR. COMMENTS: I. A~t:1 ~ ~\- ~~ \Utv-A'""- ~ 2.. Att).;. , _. ~ ~ 7~ ~~. ~r-; 3. ~~ ~~~ -T~ 1, ]:"-~~ 6 ~ (?{tU)'T-~t \i~ ~~\~ C'J-$)1.~}tCf\L.{ ~p\t~ ~'j t;O~ ~ ~,"h~ ~~A.:ue~ ~~ '0'1 \\cs ~~~ ~ ~R,~.. r"\. ( 0 <<i - '14 , b~ (g \'T~~ ~ ~L V Alp. rIM qo ~l" &, ::V1\'V\. I.I.~ o.l~ PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL ~W\ ; ~ o -A-b CJ o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLlNE AIR TST ~ ~ 'I DIU> . IFbr ~ FINAL- - t./ ~J ~ \~t?& -( +~ ~ \:-N.-t<"-,Lr o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED J( CORR 0 ALL F R REINSPECTION BEF~ORE COVERING f ~ Inspecte Owner/Centr: ~ ~ ~ O~ THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTI CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYl ~---- CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS 4--385 ~ou NTA ( N DATE TIME \z.., 2.,.00 I " I S AtJO ftl LA..S "3 '. 00 OWNER CONTR. COMMENTS: ~:~t:1 ~. ~~-i;~\U~~~~ 3. ~~ ~~~ -T~ 1, ]:~~\.o 6 ~ r~~~t \tl'Q ~~\L!- C;.nt(M{.tt1'\lA ~p\t~ ~-:J s;o~ ~ "&Ot1-r~ ~owA.rJ:ue~ ~~ lo~ \~ ~~~~ ~R.~,-.u ~ I 0 <<i - ~4 , S~ (.Q\\~~ ~. \'1..V Aid rlJV\ LID ~l" &. :{jlM. 4~ a/~ PHONE NO. PERMIT NO. o FOOTING o FOUNDATION o FRAMING o INSULATION o FINAL o SITE INSPECTION o PLUMBING RI o MECH RI o WATER HOOKUP o SEWER HOOKUP o PLUMBING FINAL o MECH FINAL ~tM I ~ o -~ CJ o EXIGRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL ~ GASLlNE AIR TST r ~y DfU) . 'TFhT' ~ F'fNJ\L- - 4~J ~ \'4\~~.{ to<-~ ~N.~.../-r o WORK SATISFACTORY, PROCEED o CORRECT ACTION AND PROCEED J( CORR ALL F R REINSPECTION BEF~ORE COVERING r ~ Inspede Owner/Centr: ~ ~ ~ O~ THE NEXT INSPECTION 24 HOURS IN ADVANCE. INSNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!