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Home My WebLink AboutMULTI DOCS - 12-00007 - 160 W 2 S - Namaste Salon Tenant FinishCertificate of Occupancy City of Rexburg Department of Community Development 35 N. 1st E. / Rexburg, lD. g3440 Building permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkfer System Required: Name and Address of Owner: Contractor: Special Conditions: Occupancy: Date C.O. lssued: G.O lssued by: Plumbing Electrical Inspector: 12 00007 International Building Code 2009 160 W 2nd S Nomaste Safon Type V, non-rated 34 No Hemming properties lv Llc 3113 W 1000 N Rexburg, fD B3440 Headwaters Construction Company Business - office, professionar or service transactions Fire Inspector: P&Z Administrator This certificafe' issued pursuant to the requiremenfs of sec tion 1og of the lnternationat Buildingcode' ceftifies that' at the time of isiuance, th.is buitding or that portion oi the buitding that wasinspected on the date tisted was riina \ le in "oiiti"ir"" with the requirements of the code forthe group and division of occupancy and the use ror wiicn the proposl7"i""up"ncy wasclassified. There shall be no further change in the existing occupancy crassific^ation ot lfrg ou]roi1g nolsha, any structurar changes,:''r?1f;:i'::t'i"ilt't:?:""3:J*.e t"tne'o,irolnso;;;v;;;;'ii'",."or untirthe BuirdTns officiar has reviewed and hi C ."!l' i 1lj j II p :lil7g {s lzlst$l*lal3 f3l#t:lo)l3 lrlt;:l=IIIIIII T cg TDzo ffit CNo,ctn.trt {o 2 3t? ITlolottot{lo) lolaoo aec,af,.o g. Tr8g 9rctm 7rrnitfi6{;v:s l-J od_z@$ nmz,tnv r ooz n o{oP l-IElo-l6l6'lalCIlol:!,.a, eiol o1 ol9l:JI -| rF o.U:m F $ ,l;g. :C3'"4. ={. 8,,t,fi., lilmlrDItr I :ll.,"F.,2.",{) .:g>r ''.2''r'O, .'d,::.B':r,'Fl H HLAJX. \AJ r, :...F !,.5. i_ t*. i .':.X'i.'iii ,a: 11 *1-l'::^ €d !'i :i':x i i4: l. INSPECTION TICKEil Inspction Request: *i.,O tt lnsp€ctor's RePort tr Res.B Comm. Signed Rec't Acknowledged tirhi. - Olficc Cogt F.FrF.C0(}3 Pi*'h.9.fi31@trblof .Job Co9t P*t tN ilr*or Lr " 4'lP', - -ToAPPRovEDDwGSINSPECTED ITEMS COTi nY CN fIN/A INSPECTOR'S ACTION ffnernoveo DC.O.(FINAL) ACTION REQUIRED: tr DISAPPROVED f] NOTAPPLICABLE DFINAL DDID NOTINSPECT O rnspncrroN rrcKnr O O Btdg. Efptumu E Ebcr. A Mech. O Firc Inspcrion Requesr: Rec'd By { t*; mrc 4lzT Req. By \qJv^ -.,,*t 4, phone No. '1 projeo- t{ C.-r'.c,OA.-l S,r(1,lt-pennir No. tX:c:ce1 Inspection Type Day ffime Req. Inspector's Report tr Res,D comm. INSPECTED TTEMS CONFORM TO APPROVED DWGS INSPECTOR'S ACTION NAPPROVED Ar.o (FINAL) ACTTON REQUTRED: f] DISAPPROVED DNOTAPPLICABLE flY Dx flN/A DFII.IAL DDtD NOTTNSPECT Signed Rec'l m*1. - Oltcc CopI F-Fta.c@3 lblor . Job Co9y Pil - fii9.fi,lcopt lnrspncTloN TIcKET A t ' Dale +'ll-t'InsPction Rl1st *f' o,l' -%u:- m-t I t. DrgW-- Phone No' 26t-tY'- Req.BY 411-L&|-tt P,ui"rr/I/ iL,'*,retuw-:'t':ll?" 19 /)c& + n, lnspection fYP' J-lM*t' o.y ni*. xeq. 4'i t - t) I ) 39 a "e" lnspector's RePort F comm. }Yt i-6 ROVED DWGS oY oN L-lN',A INSPECTOR'S.ACTION geffn-oveP nc.o.(FINAL) ACNON REQUIRED: f]DISAPPROVED f}NOTAPPLICABLE D RNAL DDID NOTINSPECT Signed Rec't Acl tvhl. - F.FrR'cqn Darc 1'11 - t)' fi cott. O INsPEcTIoN TIcKET I F BHg. O Phmb' O Perrnir No. / fnspection TYPe f iNftL' Day ffime xeq. 4-LC'- Inspector's RePort @rcAPPRovEDDwGs trY nN flN/A INSPECTOR'S ACTION ,/ (nernovro lc.o (FINAL) ACTION REQUIRED: D DISAPPROVED f}NOTAPPLICABLE DFINAL D DID NOT INSPSCT I nspction Request: R*' d,B! --A{'t'a'r' Req.By ?UL w/ Hz'4'uuft-* D fran 4-7rt'l't' Phone No. Q(' / - ?'/3''' m-fr*rao.|co9r I nrsP'crroN TT.KBT O Inspction Req. By O BHg. O Phmb. E Ebcr. O Mah. ffi Firc Dar- 4 -/b-/" Project t/1 r'vA-rna6 f e JtiJ0n- Phone No. _bb:_S {CC__ pennitNo. rp (,ettt] Address 9fe 3 Inspection Type Day /Time Req. F iPA- fitfi'Prvt- \-l'l-t> 9)cid G,'rvt M Res.O comm. INSPECTED ITEMS CONFORM fi) APPROVED DWGS INSPECTOR'S ACTION {omnoveo nc.o (FTNAL) ACTION REQUIRED: f] DISAPPROVED ONgTAPPLICABLE flv Dx flN/A DFINAL DDID NOT|NSPECT CITY'-I REXBURG " Cl$t '..-'' -- --- - t\nericd\ Fanily Co ntmunity COMMERCIAL & MULTI FAMILY BUILDTNG PERMIT APPLICATION 35 N 1" E, REXBURG,ID 83440 208-372-2326 PARCEL NUMBER: ( we will provide this for you) SUBDIVISION:UNIT# BLOCK# LOT# Please Completi the Entire Application! If the question does not apply fill in NA for non applicable (Addressing is based on the information - must be accurate) OVNER NAME:CONTACT PHONE # PROPERTY ADDRESS: PHONE #: Home ( )Work ( )Cell ( ) O\[A{ERMAILINGADDRESS:-CITY:-STATE: ZIP: APPLICAIITT (If other than owner) (Applicant if othet than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS CITY: STATE: ZIP- PHONE #: Home ( )_Work (Cell ( MAILINGADDRESS, 76 LA. Q50 S STE-| ctw-{.!!vt--sr^rEJ4-zw-{s!€! pHoNE: cen* 3t3 -261? work#__l_L7:_fualo gFg"XGrsrRArroN # & Exp. oA'rn R-cE -2371 tzfu/rz many are located on this properry? Did you recently purchase this property? @ v.r (If yes, Iist previous ov/ner's name) Is this a lot split? @ r'es @lease bring copy of new legal description of properry) pRoposED uSE: Ntnash SaldnT.t o.rJ- E;r,kl, Q.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) - CIRCI.F'. ONE APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: u'a.,penartyorperjuryrherebycenirythatr have read this application md state that the infomation herein is conect md I sweu that my infomation which may herefter be given by me in h*ings before the Plaming md Zoning Commission or the City Comcil fot the City of Rexburg shall be truthful md corect. I agree to comply with all City regulations aid State laws relating to the zubject matter of this appLication md hereby authorized representatives of the City to enter upon the above-mentioned property for inspections purposes. NOTE: The building official may revoke a pemit on apptoval issued under the provisions of the 2003 Intemational Code in cases of my false statem;nt or mitrepresenation of fact in the application or on the plms on which the pemit or approval was based. Pemit void if not staned within 180 days. Pemit void if work Eops for 180 days. Signatute of Owner/Applicant Do you prefer to be contacted by fax, email or phone? Circle One _/ _/ DATE WARNING - DUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plm fee6 are non-retundable and are paid in full ar the time of applicrtionbegjmitg hztu+L,M'-City of Rexbutg,s Acceptance of the plan review fee does nor constitute plu approval+*Building Pemit Fees are due at tim€ of applicerion*+ +*Building Pemite ue void if-you iieck does not clear*r ing Sofely Deportme 35 N, 1,r E., Rcxburg,Id 83440 City of Rexburg Phoac - (208)359-3020,/ Hodinc - !OB)372-2J44 / Fax - gog)3ilg-3022 Business Name.Where Work Will Be Done: narnaste saloon Dates for Work to Be Done: Contact Person: mark pettichord clTY Ot BEXgqq Am ctidr Fofi ily Qs aatanirl Street Address Vhere Work ViIl Be Done: 160 w Znd south phone Number: 2OBT4S 1020 Celt # 208 3s0 2296 Required!!!FIREALARM Fire Alarm Conuactor,s Name OMNI SECURITY SYSTEMS tNC Business Name Ad&essPO BOX 309 teig- zip834qz Cell phone208 390 2296 Business phone 208l4S 1020 po 208 745 1564 Emair.ol4!!!s g{u N o. c o M (CoMMERCIAL/INDUSTRIAT) Total cosr of fire alarm system (conuacted Arnount) $90 (Includet the co$ of nateiah iwtalled rcgardlw of tbe panl supplinq it. Thefeet listed under tbis itspectior, rypethall appfi to anl and allfrc alann intitlonow not $e"jt;a/i1-roeutioned eliwherz on tbisfom), ntrn Up to $10,000 (total cost bf sy.q-tern x 0.02) + 60 = ffi 3Between $10,001- $100,000 ff x 0.01) + $260 = $.-------..--- x 0.005) + $1,160 = $_Over $100,001 MISCELI.ANEOUS E Plan Review per Hour: 965 per hour [3 Re- Inspecrion: $65 per trip MARK PETTICHORD y'rulrn-fu/C.- 1200065 27-2012 Daterure of Licensed Conuactor License number &date BgTE .ON 'CNI suals{g {1|rrrag lt]u0 l dB t :t il 0( L('unt Bui ng Sofely Deporlmenl City of Rexburg Permit# BLOCK- CITY OF REXBURG c\' --"..' -"--- Americs's F amily Co m mun ity35 N. 1$ E., Rexburg, Id 83440 OWNER'S NAME PROPERTY ADDRESS SUBDIVISION PHASE LOT Required!!!Mechanical Mechanical Contractor's Name Name Address /a, tso^ 5-a citv Zt6-4 t, state-l-O--zip 8 3':zt2- \CellPhone( ) )f 7-{nZ BusinessPhone( ))zlf-S 2z > Fax (Bmall, .@r'1 ,z.rzr. t+zcta.l tac 6 qz>f f/.Z/C . llat'z- (COMMERCIAL/INDUSTRIAL) Total cost of mechanical system (ContractedAmount) $ (nckdes the cost of mateials inttalled regardler of the pa@t rappfiing it. The fees listed under thh inspection rype sltall appl1 to an1 and a// mechanical installations not qecifcally nentioned elsewhere on thbfom). ! Up to $101000 (total cost of system x 0.02) + 60 = $ D Between $10,001 - $100,000 ( (total cost of s)'stem - 10.000) x 0.01) + $260 = $ D Over $100,001 ( (total cost of system - 100.000) x 0.005) + $1,160 = $ RESIDENTIAL New: Single Family Dwelling, including aII buildings with widng being consftucted on each property. (*Based on liuing space, see defiinition below) tr Up to 1,500 sq ft - $130 tr 1,501 to 2,500 sq ft - $195 tr 2,507 to 3,500 sq ft - $260 tr 3,501 to 4,500 sq ft - $325 tr Over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion thereof ($325 + ($65 x # of additional 1.000 sq. ft. orportion thereo0). I{ew: Muhi-Family Dwelling (Contractors OnIy) n Duplex Apartment $260 D Three or more multi-family units: $130 per building plus $65 per unit: ($130 x # of buildings) + ($65 x # of units) n Existing Residence, Modular, Manufactured or Mobile Homes and Detached Shop: $65 fee plus $10 perxxHVAC equipment being installed up to the maximum of the corresponding sq. ft. of the building ($65 + ($10 x # of Ftxtures)) MISCELI-ANEOUS tr Plan Check $65 per hour tr Technical Service: $65 per hour tr Gas Line: $65 ! Watet Ffeater Replacemenc $65 n Requested Inspection: $65 n Fiteplace/Solid Fuel Buming Appliance: $65 per inspection *Living Space - space within a dwelling unit intended for human habitation which may teasonably be u''lized for sleeping, eating, cooking, bathing washing, tecreation, and sanitation puq)oses. An unfinished basement is considered part of the living space.**Examples of FIVAC Equipment-fumace replacement, solar, water heater, etc. DateSiofLicensed Contractor License number & Exp. date Buillg Sofety Deporfmefl cll'Y oF City of Rexburg35 N. 1$ E., Rexburg, Id 83440 Phone - Q08)359-3020 / Hotline - Q08)372-2344 / Fax - e08)359-3022 PHASE LOT BLOCK-- REXBURG(\, "''- Amerirc's Family Communiry OWNER'S NAME l/c- ^r,,,, PROPERTY ADDRESS =loci t :.na, ,v (V/, SOt*. SUBDIVISION - Permit# n Approved for temporary power n Approved for permanent power Requircd!!!ELECTRICAL Electrical Conftactor's Name Name ?^'n^o E/o,,n,r ! 1,501 to 2,500 sq ft - 9195 tr 3,501 to 4,500 sq ft - 9325 1,000 sq ft. orportion thereof ($325 + (965 x # of additional Addtess Qi| *tuiir,rtt<n (rt- City hnn f'-tttk State_ED__Zip R3qai cell Phone (lcl) S!?'?oi t gusiness phone (ta!) -tz" * 70 t / Fax (a6r".) 'i2 Z -7O i tt . . B^^n lm n:o .t.on,, (COMMERCIAL/INDUSTRIAL) Total cost of electdcal system (ConttactedAmount) $,i ? ct,o(ncladet the cost of naterials istalled regardless of the parE nppling it. The fees listed unfr th* inspution lpe thall applt n oo1 ori ott ,/rrti*/not specifcallt mentioned ehewhere on thisfom). ! Up to $10,000 (total cost of system x 0.02) + 60 = $ .x Between $10,001 - $100,000 ( (total cost of system - 10.000) x 0.01) + g260 = g ! Ovet $100,001 ( (total cost of system - 100.000) x 0.005) + g1,160 = g Small Works (Contractors ONL)): $10 fee for wotk not exceeding $200 irr cost and not involving a change in service connections. Does NOT require inspection. RESIDENTIAL New: Single Family Dwelling, including all buildings with witing being consttucted on each ptopetty. (*Based on liuing space,see definition below) ! Up to 1,500 sq ft - $130 ! 2,501, to 3,500 sq ft - 9260 n Over 4,500 sq ft 9325 plus 965 for each additional 1.000 sq. ft. or portion thereo0). New: Multi-Family Dwelling (Conttactots OnIy) ! Duplex Apartment 9260 I Thtee or more multi-family units: $130 per building plus $65 per unir ($130 x # of buildings) + ($65 x # of units)tr Existing Residence, Modular, Manufactured of Mobile Aome", and Detach"a Sn"iTOsil.. pt"rlro pJ branch circuit, up to the maximum of the coryesponding sq. ft. of the building ($65 + ($10 x # branch circuits)) ! Central Heating/Cooling Systems: $65 When NOT part of new residential or fryAC permit urith no additionalWiring ! Spas, Hot Tubs, and swimming Pools: $65 fee for each trip to inspect Pwnps-Wate4 fnigation, Sewage (each motor) ! $65 up to 25HP n$95 - 26 to 200HP r$130 over 200 Hp MISCELI.ANEOUS I Tempotary Consftuction Services ONLY: 200 amp or less, one location (for a period not to exceed 1 yea! - $65tr Temporary Arnusement $65 fee plus $10 per ride, concession or generator tr Irtigation Machine: $65 for center pivot plus $10 per tower of drive motor tr Technical Service: $65 perhour ! Plan Check 965 per hour tr Requested Inspection: $65 *Living Space - space within a dwelling unit intended for human habitation which may reasonably be u 'lized for sleeping, eating, cooking, An unfinished basement is considered part of the living space. ,-lt 6 e- a j - t'z ature of Licensed Contractor License number & exo. date Date Building Sofely Depqrfmenl o\xAdER's NAME ' rytqsh,e S" I n-- PRoPERTYADDRESS Htnfn;ng r,^illcrgp. permit# Watet Meter Quantity:xx**+***{<*****Watet Meter SiZe: Required!!!an,. - ^^., /-ti Plumbing J.exi'A/ /'1,( ^i ,- Plumbing Conftactor's Name @ eusiness Name Ce,qfanniaf F lv mbi g 666'r"" Pu P,oI LlK6 citv Et.Xbu:rS state_U._zip &i'tort Cell Phone 1yiy1 ? i '> - g7a ] h;siness Phone ( Fax ( (COMMERCIAL/INDUSTRIAL) Total cost of plumbing system (ConttactedAmount) $ (nchdes the co$ of nateialt intalled regardlex of the panl suppling it. The fees listed under this inspution fpe thatt app! to an1 and all p not specifcall1 nentioned elrcwhere on thisfonn) tr Up to $10,000 (total cost of system x 0.02) + 60 = $ \ Between $10,001 - $100,000 ( (total cost of system - 10.000) x 0.01) + $260 = g D Over $100,001 ( (total cost of system - 100.000) x 0.005) + g1,160 = g RESIDENTIAL New: Single Family Dwelling, including all buildings with wiring being consttacted on each ptopetqt (*Based on liuing space, see definition below) tr Up to 1,500 sq ft - $130 tr 2,501 to 3,500 sq ft - 9260 ! Over 4,500 sq ft 9325 plus 965 for each additional 1,000 sq 1.000 sq. ft. or portion thereo0). New: Muhi-Family Dwelling (Contactots OnIy) n Duplex Apartment 9260 tr Three or mote multi-family units: $130 per building plus $65 per unit ($130 x # of buildings) + ($65 x # of units) tr Existing Residence, and Detached Shop: $65 fee plus $10 per fxture up to the maximum of the corresponding sq. ft. of the building ($65 + ($10 x # of Frxtures)) ! Gray Water Systems: g(10 ! Lawn Spdnklers/Backflow Device: $65 tr Modular, Manufactured ot Mobile Flomes: $65 for sewer and water stub connecdons ! Multipulpose Fite Sprinkler and Domestic Water Supply System: $65 fee or $4 pet sprinkler head, whichever is greater Sewet & Watet ! $38 Sewer Line n$38 Water Line l$65 Sewer & lVater- if inspected at the same time D $65 Sewer turnaround under house (change from septic to ciry) MISCELI.ANEOUS ! Plan Check $65 per hour ! Technical Service:965 perhour tr Gas Line: $65 ! Water Ffeater Replacemenc $65 u Requested Inspection: $65 ! Hydronic Heating: $65 + ($10 x # of manifolds/zones) *Living Space - space within a dwelling unit intended fot human habitation which may reasonably be utilized for sleeping eating, cooking, bathing, washing, recreation, and sanitation purposes. An unfinished basement is considered part of the living space. n 1,501 to 2,500 sq ft - $195 ! 3,501 to 4,500 sq ft - $325 ft. or potion thereof ($325 + ($65 x # of additional / A{c''/ License number &date 3*i3""1/ DateofSiContractor Building Sofely Depqrtmenl 35 N. 10 8., Rcxburg,Id 83440 clty of Rexburg Phone - (208)3s9-3020 / Horlinc - (208)372-23a4 / Fax- eagE59-3022 LOCATION OE."'IWORKTO BE DONE: Street Address Where lVorkWill Be Done: 160 w 2nd south Business Name 'Vhere Vork Vill Be Done: namaste saloon Dates for Work to Be Done: Contact person: rnark pettichord ctTY otr BEXp!tsq An*ke\ FcntryCombaity phone Number: 208 745 1020 Cell # 208 390 2296 Required!!!FIRE ALARM Fne Alarm Contractor,s Name OMNI SECURITY SYSTEMS INC Business Name Ad&essPO BOX 309 ci yllcry Srrt ]e-zips:,Y2_ Cell phone2OS 390 2296 Busrness phone 208 745 1020 Fax 208 745 1564 B* ;1OM}IS.-S@JUNO.COM .__.- (COMMERCIAL/INDUSTRIAL) Total cost of lire alarm system (Contracted Amount) 93200 (Iyludet lbe cost of nateriab inlalled regmdlest of the pa@ sephing it. Tbe feet li$ed under thit ingection Wesball appfi t0 anJ and allfn alarrn installaiiont nut Jpectfcalfi nennoned elnwherc on thbfom). E Up to $10,000 (tot^'l cost of system x 0.02) + 60 = 9124 ..n Between $10,001- $100,000 ((total cost-oj sysiem - 10.000) x 0.01) + $260 = $_tr over $100,001 ((total cosr of system - 100.000) x 0 005) + g1,160 = $_ MISCELTJ,NEOUS tr Plan Review per Hour: g65 per hour tr Re- Inspection: 965 per rnp MARK PETTICHORD 1200065 27-2012 Dateignahrre of Licensed Contractor License numbet & exp. date IEIE ON JNI suralsls IlttttraS luug ljdBZ:( ("lt0('/a'unf Sofety 35 N. 1{ 8., Rexburg Id 83440 clv of Rexburg Phoae - (208)359-3020 / Hotline' Q08)37 2-2344 / F tx - (20E359 -3022 BETPSBS Ancrial liamily (hmnuaity LOCATION OFWORKTO BE DONE: Street Address Where Work Will Be Done: -160 West 2d South Suite 204 Rexburg, ID 83440 Business Name Where Work Will Be Done: -Namaste Salon @ Hemming Village Dates for Work to Be Done: -Februaryr20l? To: -Mayr20l2 Contact Percon: -Rochelle Chades PhoneNumber: 208-313-6876 Cell # Requircd!!!FIRE SPRINI{LER Fire Sprinkler Contractor's Name: Phoenix Fire Protection Business Name Phoenix Fire Protection Address-PO Box z42-City-Victor State-ID-Zip-83455 CellPhone 208-373-6876- Rochelle@phoenixfo.com- (COMMERCIAL/INDUSTRIAL) Total cost of fire sprinkler system (Contracted Amount) $_6,000.00 (Includes tbe cost of materiak installcd regardhss of the pany suPQlyng it Tbefees listed under tbis inspection Ape shall appfi to an1 and allfre Einkler instalktions nnt specifcalb mentioned ekcwberc on tbisfom). n Up to $10,000 (Lotal cost of system x 0.02) + 60 = $*180.00- r Between $10,001- $100,000 ( (total cost of system - 10.000) x 0.01) + $260 = $ tr Over $100,001 ( (total cost of system - 100.000) x 0.005) + $1,160 = $ MISCELI,AI\EOUS tr Existing Inspection Base: $60 tr Re- Inspection: $65 per trip D New construction $l per sprinkler head ($21000 macimum) 45 nu*ber head License number & exp. date Date ctlY o!' REXBURG c\! '. -- A rt e rica! Fafi ily Cotntulni ty P.O Box 280 35 North 1st East Rexburg, ldaho 83440 Phone (208) 359-3020 Fax (208) 359-3022Review Action January 26,2012 Permit Number: 12 O0OOT Project Name: Nomaste Salon Tenant Finish Project Type: Commercial Tenant Finish Review ltem Actions Reouired for Aooroval Fire Department Ro.$ew Fire Access Roads Required Fire Flow Standpipes Commercial Cooking Water Supply Alarm Systems Fire Extinguishers Automatic Fire Extinguishing Systems Parcel #'s RPR00SE00t4720 Note: No cooking appliances shown on plans. Submit sprinkler plans for this area. Approved 01t05t2012 01t05t2012 01t05t2012 01t05t2012 0110512012 0110512012 Amanda Saurey To: Subject: Chad Richards Nomaste Salon The permit for the Nomaste Salon has been approved, other than the Fire Sprinkler plans;which we will address with Phoenix Fire Protection. Once all of the contractors have come in and paid and filled out an application, we will issue the full permit. I will contact you once this is done. Have a great day! Amanda Saurey The City of Rexburg Permit Technician P.O. Box 280 35 North lst East Rexburg, Id 83440 208-359-3020 ext. 2341 amandas@rexburg.ore cltY 0t REXBURG- c\, -'- Aftie ri ca\ Familv Commu ni N P.O Box 280 35 Nodh 1st East Rexburg, ldaho 83440 Phone (208) 359-3020 Fax (208) 359-3022Review Action January 26,2012 Permit Number: Project Name: Project Type: Review ltem 12 00007 Nomaste Salon Tenant Finish Commercial Tenant Finish Actions Reouired for Aooroval Brtifding Depiiitme.nt Review ' ' ' Building Type Compliance Energy Conservation Compliance Review Height and Area Review Complies with approved Site Plan Review Interior Environment Structural Review Exiting Review Mechanical Review Electrical Circuits Review Building Code Fire Compliance Review Accessibility Review Parcel#'s RPR00SE00t4720 No electrical plans were submitted-need to have something referencing wiring method planned for use, where power is fed from, and more detail on all of it. ls area under stairs for storage? Are stairs open or closed? Accessibility requires closed. Both are shown on plans. Area will need to be sprinklered. Mezzanine must have accessible access for Manicure,conference room, and staff lounge. ls shower in room 109 accessible? Approved 01105t2012 01t05t2012 01t05t2012 0110512012 0110512012 0110512012 0110512012 0110512012 CKR ENGINEERS CONSULTING STRUCTURAL ENGINEERS 1295 North State Street. Orern, Utah g4057 Phone: 801 -2ZZ-0922, Fax: 80 I _22 2_OgO2 ONS 12 00007 Nomaste Safon Office Copy Salon Hemming Viltage 200 South 200 West Rexburg, Idaho Project #11500 December 74,2011 AFFRCVI[r [ity of Rexbuig MAR O 1 ;;;-i Scope of Work -Gravity analysis - s rru c tu rar d e si s,'t:al::?l,H'Jff an d r atera r rorc es-calculations valid for the above project and address orrlv Desiqn Criteria: Project: :HCmmi-ng,r:Salon,: uocatlon :,Reil'yii;, toit o,.,' .toU *:,'1.1S00,-.r,..'.: : .;, :,...;..,.;;, 2009 Internationat Buitding Code li; if'rf,t;i',' Latitude:, : : ::.43L8221: :Longitude: ,, :,t,f t;iaae Site CIaSS: ii ;.1,,:..pl.',, : Gravltv Loadc Flooring Ceillng Mechanical Floor Live Load E . (Strength Levet) Cs = 0.1115 Cs <= 0.483f Cs <= 31.9899 Cs >= 0.0100 Cs >= 0,OZO4 Cs = 0,1115 (Gontrols) Table 1-1 lmportance Fador Table 11.9,1 lmportance Factor Table 6-i lmpo(ance Factor Table 7_4 9Q: Psf Office Llghtweight Ftooring Onty - No Concrete psf psf psf psf psf T-ra - r'.=i; Sos = Sor = Seismic Design Category =,; 0.7rE - (Allowable Stress Level) 0.0781 0.3381 22.3929 0.0070 0.0143 0.0781 {Controts) .9;,1,2!8 AnO.rimate Period ('t2.g-T) ir,;,;'l ir8-. (Fig ure 22-.1 5) 0.u62 (11.+3) 0.2334 (11.+4) "6,,.*, 1f t.Oy (12.8-2) (12.8-3) ForT<= Tr (12.8-4) ForT> T1 (12,8-51 (12.8-6) Only appties if 51 >= 60% L Conterminous 48 States 2006 International Building Code Latitude = 43.8221 Longitude = -1117984 Spectraf Response Accelerations Ss and S1 Ss and Sl = Mapped Spectraf Acceleration ValuesSite Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.009ggggg97764g25g2deg gdd spacingPeriod Sa (sec) (g) 4.2 0.470 (Ss, Site Class B) 1.0 0.103 (S1, Site Ctass B) Conterminous 48 States 2006 International Building Code Latitude = 43.8221 Longitude = -111.T884 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x 51 Site Cfass D - Fa = 1.424 ,Fv = 2.148 Period Sa (sec) (g) 0.2 0,669 (SMs, Site Class D) 1.0 0.350 (SM1, Site Cfass D) Conterrninous 48 States 2006 Internationaf Buitding Code Latitude = 43.8221 Longitude = -111 .7884 Design spectral Response Accererations SDs and sD1SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.424 ,Fv = 2.14g Period Sa (sec) (g) 0.2 0.446 (SDs, Site Cfass D) 1.0 0.233 (SD1 , Site Ctass D) 7'J g { $M I s< 1 Lateral Analysis Proiect: Locafion: Job #: Date: SeIsmJc Hemming - Salon Rexburg, ldaho 1 1500 December '14,2011 DimA DimB Factor ge : ;.1..,,,: 0,07€.1t (ASD) Weight 1 Welght 2 Total (lbs)(1t"2)*FacArea =A'E 306:, 1212.s:: 1415:': 31.5 i, 0ir -4590 Minus floor area 6062.5 Upper walls 7075 Lovuer ualls 945 Stairs 0 33613 \,/ = 2625 Vl2 = 1312 CKR W CONSULTING STRUCTUML ENG]NEERS ll / JOB@ *,,- ll7o SIIEET NO, CKR ENGINEERS CONSULTING STRUCTURAL ENGINEERS Hf-r,id.i r-',; Qr.n',,r,,, l(zi.: SHiET I1C I (Xt ,rott V- I -70{€r.rc; CHECIJiD BY C Fh:at<. I tlaLr F r- f = (rczu-*t.",* - o,st*(rxrst r.,*xr*\*b7.)1*' - ttto lb= T€AJ I ro os-.t/ c:,srrpRgJi,l r{'r r 9 fu'6. fJ t C'r'' Fo\! *X<lr t*"'-+ , f3.sc-K. , AO n ADnry 1r:ar g1" ',3f+ r\ c; \ :.:. "f * rr*.!t*t,]: t'lJ + C'z\ t nJ x Drt:*,1.t..'i 1-r,--1 Fr(i1-i l,.tC 'Err-*to arj (rge-,0:3 T) t{ts ,.' rvte ed; et; u,L C-a /A&rv *l : V\1a* Y-+enr.z 'F'orar.i;- - ?4L1/'t = 6gL lL: ,:)*e Id,}: ll.: F6r*or, = l* tl'z/s' "' l'Lq l< Aeed,, "" 1,65 /a*,s, t .';,!'r'i u\' L),xntt | {s,l;*3 /A,c,11"2, 0.f( 11, uX, Z /^r )l)rr^.t}. 4 t<s ictt.c.' e, - | ,&f/b, ft?r'a. ' /.t( dsi (9) s."*,,s / i t' , \','f - (ruu- */cr,5'- o,1t* (slb / /4r-/t) rS'ra )/o , ?,y fis / t./}t vPlcrl >/LYf 7o (tt11prora 7 SB4c* oKl'1f - r tjEsr.."lw Ot" aq<-rgga,tt:,-: L.:4 {t o?t'v: trJ pt;.g.Oil, CKR ffi CONSULTING STRUCTURAL ENGINEERS tt t. tl,.,r? xurr-JLru,- SHEET IIO ENcL,r^rE)M- OATE ]i'..rrr.+s IL*p 3aj,i,: YviA', iflil. 14: tDr":o S I Lz g,( ( ,, k*; ) 5-e Ptct;3- T.t prc*. LoAr) I?e,.h?;+J, zt'nJrl Y- tLy'z- >< tT/ " (r*rro) h" 9 l5e- 33 e l6u o.t- {tzc: pA 6€ ? 7ru E 16Z - 97 e- l(" u,* i"z;,' ?A G{ 7J F-*^ A b, Al rG,; A L.+N fro-ra. ylr+f f*'-a::it" t'ur'.r', /. A {4 o'., */ Lt V I L,oAP f( e t>t-l cr r.)rr L' q6* (o'zs J Jfrt \ f z* q'12.s', ai ) 5,€€. ?/\oe- ll- \rl I 4/ /'l trst"r--e- LL F.r= L: €Jw { ua+ -t _Lq_ \ t{i, a.zui*Vi' ) *'w,- r.Ac.',-i Il ,^t/ U,z5' , (rr t g,r) . Fcrrr, */ g z:'* (i5+ro\" (7 yu[ TYt'i "*r- ltExtlgla {'' 6" sfaa-, f ! t. gpao 3'{t ,of 53u plF Ft (.1 ;*,ffs\s?'i3 *x P*t;* lo- (z ) twetL?, '50{ ?-ri ?^w lo3 ''e" Requires web stiffeners at end supports. "i" Requires web stiffeners at interior supports. "a" Requires web stiffeners al all supporls. See page 43 for Allowable Floor Span Table Notes 12 16 24 2.31 2.26 2.14 3.32 3.26 3.15 5.18 5.'t2 5.02 6.71 6.66 6.56 1.66 1.62 1.55 2.34 2.30 2.22 3.62 3.58 3.51 4.90 4.86 4.78 2.08 2.03 1.93 2.91 2.86 2.77 4.59 6.09 4.55 6.Os 4.47 5.96 2.47 3.59 5.77 7.57 2.42 3.54 5.72 7.52 2.32 3.43 5.61 7.43 10 14 12 16 24 2.M 1,95 1.78 2.93 2.83 2.65 4.42 4.34 4.18 5.66 5.58 5.43 1.51 1.45 1.33 2.24 2.15 't.99 3,25 3.16 2.99 5.10 5.02 4.86 6.71 6.64 6.48 2.15 3.30 4.46 1.86 2.65 2.O9 3.24 4.39 1,79 2.58 1.96 3.12 4.26 1.65 2.43 4.1',1 5.46 4.O5 ' 5.39 3.s2 5.24 12 16 24 1.35 1.21 0.99" 1.97 1.83 L58', 2.78 2.66 2.45 3.56 3.45 9.24 1.08 0.98 0.806 1.59 1.48 1.271 2.37 2.27 2.O9 3.07 2.97 2.77 1.31 1.19 0.970 3.48 3.35 t.'tz 4.53 4.40 4.17 1.94 2.86 3.70 1 .61 2.36 1.B1 2.76 9.58 1.48 2.21'1.58 2.56 g.aZ r.za' t .gs a12 16 24 2.42 2.as 2.32 2.31 2.26 2.16 1.97 1.87 1.67 3.39 3.36 3.29 3.26 3.21 3.r1 2.85 2.75 z.cc 5.61 5.58 5.53 5.40 5.35 5.26 7.50 7.46 7.40 7.26 7.21 7.10 1.Bt 1.78 1.73 't.76 t.iz 't.64 2.54 2.52 2.46 2.49 2A5 2.36 2.34 2.25 2.O7 3.44 3.4'l 3.35 5.65 5.63 5.58 7.48 7.46 7.40 11.42 1't.40 11.34 r 1.36 11.31 3.85 3.82 3.78 5.08 s.06 5.01 7.58 7.56 7.51 2.47 2.44 2.38 3.80 9.77 3.70 2.26 3.67 4.8S 7.39 2.11 3.59 ' 4.81 7.31 2.02 3.44 4.65 7 .15 1.84 3.37 5.60 7.43 s.se z.ga 3.04 5.03 6.80 2.94 4,g4 6.70 2.76 4.77 6.5r 12 16 24 5.04 7.53 soo , 1so 4.93 7.43 14 12 16 24 4.64 4.55 4.36 6-27 6.16 5.95 1.62 1.53 1.36 10.84 10.72 10.48 1 = D€flection, Exceeds L/120 2 = Deflection Exce€ds L240 3 " Defleclion Exceeds U360 6 = Deflection Exceeds L/600 7 = Dellection Exceeds L/720 lf not noled, deflection is less lhan L/720 lmportant Notes:- Allowable loads are based on specified weak axis and torsional bracing at 48' o.c. maximurn fot axialload calculalion and eontinuous support of each flange for flexural calculation.- Sections are punched with a standa.d punchor,t 1.5" wide, bcated on lhe cenlerline ol the web 24' o.c.- Allowable loads are based on a punched section for axial load calculation. and. an unounched sectlonfor flexwaf calculation as per /CC-ES iC46-Appendix B.- Weak axis and torsional bracing should have su{ficien.t stilfness and strength to resist axial load.- Lateraf load is multiplied by 0.75 for streng(h determination and by 0.70 lor deflection determinalion.Axial load is not rnultiplied by any factor (Load tactor = 1.0)- strength increase due to cold torming is incoaporated in calculating albwabte loads as per ArstSpecitic ation Sec. A7. 2.- Chgck lateral end reactions for web cripptang if appticable.- Loads in labies are ifi kios/stuo- e n 12 t6 24 4.89 4.89 4.89 8.40 8.40 8.40 11.85 11.85 11.85 18.'t7 18.17 18.17 1.79 1.79 1.79 2.51 2.51 2.51 3.63 3,63 3.63 4.81 4.8J 4.81 10.38 10.38 10.38 7.28 2.49 3.45 5.52 7.28 2-49 9.45 5.52 7.28 2.4g 3.45 5.52 7.33 '11.U 3.07 4.58 7.85 7.33 11.34 3.O7 4.58 7.85 7.33 11.34 3.07 4.58 7.85 10 12 16 24 4.80 4.80 4.80 8.16 8.16 8.16 11.43 11.43 11.43 17.52 17.52 17.52 1.79 1.79 1.79 2,s1 2.51 2.51 3.63 3.63 3.63 4.81 4.81 4.81 7.95 7.85 7,85 10.38 't0.38 f0.38 7.28 2.49 3.45 5,52 7.28 2.49 3.45' 5.52 7.28 2.4g 3.45 5.52 7.33 11.34 3.07 4.58 7.33 11-U 3.07 4.58 7.33 11.U 3.07 4.58 14 12 16 24 4.51 4.51 4.51 7.43 7.43 7.43 10.12 10.12 10.12 15.48 15.48 15.48 't.79 1.79 1.79 2.51 3,63 4.81 7.28 2.sl 3.63 ' t.ai,1 ' t.za 2.51 3.63 " 4.81 7.28 2.49 3.45 5,52 7.33 ',t1.U 3.03 4.50 7.68 2.49 ,3.45. SSa 2.33 . tt.ga S.OS , 4.50 ' 7.68 2.49 3.45 5.52 7.33 11.34 3.03 4.50 7.68 10.21 10.21 10.21 12 ro 24 12 16 24 5.12 8.97 12.76 5.12 . 8.97 12.76 5.12 8.97 't2.76 1.86:2.60 3.98 5.05 r.81 ; 2.55 3.93 5.00 1.70 2.45 3.84 4.9'l 2.28 1.54 2.17 1.50 2.13'r.iz ' z.os 3.32 4.22 1.36 1.94 3.26 4.15 1.30'1.87 3.13 4.01 1.17,1.73 4.29 1.92 2.69 4.13 5.36 t.2i ' t.ot , 2..64 ', c.os , s.st 4.16 , 1.77 2.54 4.00 , 5.22 19.97 19.97 19.97 3.28.... I3.24 r.ts . 5.08 8.88 ; 12.64 , s.os ' {i.s9 12.64 s.os a.aa izu 't9.71 19.71 19.71 2.86 2.80 2.68 1.32 1.88 .2.41 1.08 1.21 1.79 232 , O.97' 1 .0't. 1.63t 2j4 0.76r 1.67 , 2.38 3.57 4.55 1.60'2.30'3.50;4.+a r.44 2-1s ' 3.31 ', 43q 1.62 2.28 2.89 1.4g 2.18 2]g 1.276"2.OO'' 2.61 3.69 3.63 s.sr 12 16 24 4.95 4.95 4.95 8.51 12.07 18.70 a-st " tz,ot ts.to 8.51 12.07 18.70 1.50 2.08 2.65 0.90 1.38 1.g9 2.55 0.800 1.176 1.82t 2.3g ' 0.626 1.00 o.eg, 0.69. 1 = Deflection Exceeds U120 2 = Deflection Exceeds L/240 3 = Deflection Exceeds U360 6 = Deflection Exceeds L/600 7 = Deflection Exceeds L/720 lf not not€d. defleclion is less than U720 lmportant Notes: - Allowable loads are based on specified weak ax,s afid torsional bracing at 48" o-c- maximum for axial load calculation andcontrnuous support of each flange for flexural calculation.- Sections are puncherl with a standard punchout 1.5" wide, located on the centerlane of the web 24" o.c.- Allowable loads are based on a punched section for axial load calculatron. and an unpunched section for flexural calculalion aspet ICC-ES Ac46-Appendix B.- Weak axis and torsional bracing should hav€ sufficient stiflness and str€ng[h to resist axial loact.- Lateral load is mulliplied by 0.75 for strength determination and by 0.70 for deffection delermination. Axial load, is not multiplied by any factor (Load factor = 1.0)- Strength jncrgase dua 1o cold forming ie incorporaled in calculating allowable loads as per A/S, Speciftcetion Sec. A7.2.- Check latefal end reaclions for web cdppling if appticable-- Loads in tables are rn kios,:tstuc. I ..^ 1. Deflection limit is U360. J Z. Anorttble loads have not been modified for wind or earthquake loading. 3. Headers are made from two "boxed" or back-to-back members. 4. Allowable moment, shear and web crippling are based on twice the capacity of a single member. The moment of inertia is based on twice the value of the single member. 5. Bearing tength for web crippling = 1" minimum. 6. Values are for unpunched members. 7. Members are assumed to be adequately braced to resist bending. 8. Allowable loads are for simply supported headers with uniform bending loads only. Header web member (design for web crippling) Header track StiffClipo HE connection solution (no Jack Studs required, stiffens header web, eliminates problem of web crippling at ends of header) Refer to page 32 of the Light Steel Framing Connections Catalog for more information. Box Header consists of two stud sections oriented hori- zontally and capped at top and bottom with tracks con- nected through track flanges with required fasteners at designed spacing. 'e" Web stiffeners required at supports Header web mem- ber (design for web crippling) toa Box Header consists of two stud sections oriented hori- zonlally and capped at top and bottom with tracks con- nected through track flanges with required fasteners at designed spacing. track StiffClipo HE connection solution (no Jack Studs required, stiffens header web, eliminates problem of web crippling at ends of header) Refer to page 32 of the Light Steel Framing Connections Catalog for more information. "e" Web stiffeners required at supports.'e'Web stiffeners required at supports. It ,Eg :*'"8 pi.*$ *g ER$ Efi$ gF $FE FH 3$EF ,5 '.i.!i i.i'. dr ,,, ....:li::.' :l,.t,t SI '::.,, :, ;,,.';.,..t ,.',', !o.o,o:.lo's.'o(g:.:.::,r .'F.,jCOr(> '.,'','.,= Ff t,,,i t. t i""'"" i:r:ii::tii..i,,i,.,.i',.:,. ''ig p',-g s3$fi R* gR8 gRE FF $,E€ FF gEE$ t r:iiiii., Ktirt':r:, ,.;.:,, ,8,,:- :e :,.., ,: ,,'r,..,: ,E,,t' Xi ,' o 'E,g i.: l.::. _,: ::.. :: ::.'::.: .:...j. ,:i.i:.::.:l',,,'r;;;;.,,,:;,1::., l,l, .r,.;'.;.,:'' o ,tip p'o,o:,o'ro-.9 it,-.ut""o o Et,uto"a,,J.;.a ,R,g Sluq NR:g gN EgR 6ER gg gg :: ,,,: ,iil:-,..1i,1q1,,,, r,d,f; :fr,1i$ $3tH f;H FE$ FE$ g.F BR$ EE FFEE 5 ,.-. a:...,r, :r.tt.....r,t'ar 1.t.', . ,,..',,t,' Et.'a, s' _5- -' ,,.,.. . ,,' itti'tr,: ttt t'- tt,' ' itttt ' tt t R ,t.. .3;"n < +pE-n"'E 5€ g-a g3FS FE BflF BHF Eg.ggs $;egs$ * F E g A i'. ,- '.' t,,',,,i',,., i'.,:il ,.' ,, r=.. . fr l', g P = S ,. .r:..r.',. it'"'t''t'l t' ..ttl t tt.','. Ki l g E€.,t'E = Efi-o l o o EgEfi gAg.gFgE- *f E " E FH 9s es 9a€ gg :?e9 $E' s * €:g ?ess Fs FF €F sfig F€ €€EE E-iE ., - .s € - T g g Fsgglgg;E;Fggg ggggggggg;gggg E sng€ t E j EEE $ : i cE-o E b E3C3 $5 f !h,oo q q.gtololal EI$lfilgl lz q:lr {"c $F":-t qj u,\-^S .; s-g{)ili J\ r'siii t,g+ 3 { ll lr i;f2 h; :: '7 -,4* *_t & +-\ 'jt _ .tt..6 ..)-b \i vI'i;e:j {"i itr * --q- { Ili; -*:Clri t Ht {l n rL;-{.46 itJ \., *l i o $ L ttt B r.t'd;t* Nlx:*r {-;L;€g '{.: ,ij.:,ii: ..1-:. ,t l, 6EooJ tF f6(J o E3 dEoo \N\ NS\Ns\\S \ \Nt h.. \s\ VNr - A\\v !\irq \> \ \ -q) =f.-.J F"\t\FA R h: \s \N'.J14 \ C. N\s N C^s\\N NNNc\sh \\ ,+ l<lC)lzItl< dll h BFflffi4|fiiHifffi$q ffi]vv\_;l,r. llt.i | _ + Itl! -, tgE+; .l-EFXIE#:EIFll EIE lL_glHll qq il lF II" ilEll {s -! iZ @ FW:'El@ j\'., @#, EFFrI t-t>FffiiEEE 'fi$ni$* E f;i938; isti'fiigg$g,- gHBEi ::?* $* =Es:e =i6zx 6=2 +m ms'F) z ottIEFh $asE ! $$i*sii$ =LE sFilo $$s,HsESEE:EEisi* ttlco f ,,n & Buitding I Producfs Technical Services: Tet: (800) 381-9312 / Fax: (800) 791_5SOO napidFespnse" Homr Frrr Sprttrrrrn Svlrrm Series LFI I Resr-de nJial concealed Pendent sprinklers, FIat plate 4.9 K-Jactor General Description The Series LFlt (TY3S96) ResidentialConcealed Pendent Spiinklers aredecorative, fast response, fusible sol-der sprinklers designed for use in resi-dential occupancies such as homes.apartments, dormitories, and hotels. The cover plate assembly concealsthe sprinkler operating components above the ceiling. The flat profile of thecover plate provides the optimum aes-thetically appealing sprinkler design.In addition, the concealed design-ofthe Series LFll (TY3596) provides 1/2rnch (12,7 mm) vertical adjustment.This adjustment reduces the accuracyto which the fixed pipe drops to th6sprinklers must be cut to help assurea perfect fit installation. The Series LFll are to be used in wetpipe residential sprinkler systems forone- and two-family dwellings and mo-bile homes per NFPA 13D; wet pipe residential sprinkler systems tor ie'si-dential occupancies up to and includ-in-g four stories in height per NFpA13R; or, wet pipe sprinkler systems forthe residential portions of bny occu-pancy per NFPA 13. Ttr,e Series LFll (TY3S96) has a 4.9(60,5) K-factor that provides the re-quired residential flow rates at reduced IMPORTANT Always refer to Technical Data Sheet TFP700 for the "TNSTALLER WARNING" that provides cautionswith respect to handling and instal-lation of sprinkler systems and com-ponents. lmproper handling and in-stallation can permanently damagea sprinkler system or its compo-nents and cause the sprinkler to failto operate in a fire situation or cause it to operate prematurely. pressures, enabling smaller pipe sizesand water supply requirements. The Series LFlt (Ty3596) has beendesigned with heat sensitivity andwater distribution characteristicsproven to help in the control of residen_tial fires and to improve the chance foroccupants to escape or be evacuated. The Series LFll (TY3596) Residential Concealed Pendent Sprinklers areshipped with a Disposable protective Cap. The Protective Cap is temporarilyremoved for installation, and then itcan be replaced to help protect thesprinkler while the ceiling is being in-stalled or finished. The tip of the Pro-tective Cap can also be used to markthe center of the ceiling hole into plas- ter board, ceiling tiles, etc. by genflypushing the ceiling product against tn6Protective Cap. When the Ceiling in-stallation is complete the protective Cap is removed and the Cover plate Assembly installed. WARNINGS The Series LFll (TYAS96) ResidentiatConcealed Pendent Sprinklers de-scribed herein must be instalted andmaintained in compliance with thisdocument, as well as with the apptica-ble standards of the Nationat Fir6 pro- tection Association, in addition to thestandards of any other authorities hav-iytg iuyisdiction. Failure to do so mayimpair the performance of these d6-vices. The owner is responsible for maintain-ing their fire protection system and de-uices in proper operating condition.The installing contractor or sprinklermanufacturer should be contactedwith any questions. SprinkIerNIodeI Identilication Number SIN TY3596 - Technical Data Approvals: UL and C-UL Listed. Maximum Working pressure: 175 psi (12,1barl Discharge Coefficient: K = 4.9 GPM/psi1/2 (70,6 LpMtbarilz) Temperature Rating:1 60" F 17 1' C Sprinkler with135"F157"C Cover Plate Vertical Adjustment: 112 inch (12,7 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome, orCustom BrassBronzeBrass Page 1 oi 4 JANUARY,2006 TFP442 Page 2 oI 4 TFP442 Maximum Coverage [16s (a) Ft. x Ft. (mxm) Maximum Spacing Ft. (m) Minimum Flow (b) and Residual Pressure For Horizontal Geiling (Max.2Inch Rise for 12 Inch Run) 160.F/71.C Sprinkler 12x12 (3,7 x3,7) 12 (3,7) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar)'14 x 14 (4,3 x 4,3) 14 (4,3)13 GPM (53,0 LPM) 7.0 psi (0,48 bar) 16x16 (4,9 x 4,9) 16(4,e)13 cPM (60,6 LPM) 7.0 psi (0,48 bar) 18x18 (5,5 x 5,5) 18 (5,5) 17 GPM (64,3 LPM) 12.0 psi (0,83 bar) 20 x20 (6,1 x 6,1) 20 (6,1)20 GPM (75,7 LPM) 16.7 psi (1,15 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary lo use the minimum required 1ow for thenext highest coverage area for which hydrauric design criteria are stated. - --- (b) Requirement is based on minimum flow-in GPM (LPM)-from each sprinkler. The associated residual pressures are calculatedusing the nominar K-factor. Refer to Hydraulic Design briteria section f;;deiaiL. NF,A r3D AND llll4 1?R *r:fr",hEfryDRAt Ltc DESTGN cRrrERtAFOR THE SER'ES LFII (TY3596) RESIDENTIAL CONCEALEO''IbEUT SPRINKLER Guide Pins . Stainless SteelSupportCup .. SteelCover Plate CopperRetainer . . giiss Cover Plate Ejection Spring . . . Stainless Steel f DuPont Registered Trademark OperaJion When exposed to heat from a fire. theCover Plate, which is normally sol-dered to the Support Cup at -three points, falls away to expose the Sprin-kler Assembly. At this point the Dehec-tor supported by the Arms drops downto its operated position. The fusible link of the Sprinkler Assembly is com-prised of two link halves that are sol-dered together with a thin layer of sol- der. When the rated temperature is reached, the solder melts and the twolink halves separate allowing the sprin- kler to activate and flow water. Design Criteria The Series LFll (TY3596) Residential Concealed Pendent Sprinklers are UL and C-UL Listed for installation in ac- cordance with the following criteria. NOTEWhen conditions exist that are outsidethe scope of the provided criteria. referto th.e Re_sidential Sprinkler DesignGuide TFP490 for the manufacture'i's recommendations that may be accept_a.ble to the Authority Having Juriscjic-tion. System Type. Only wet pipe systemsmay be utilized. Hydraulic Design. The minimum re-quired sprinkler flow rate for systemsdesigned to NFPA 13D or NFPA 13Rare given in Table A as a function oftemperature rating and the maximumallow_able coverage areas. The sprin-kler flow rate is the minimum reqtiired discharge from each of the'totalnumber of "design sprinklers" asspecified in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to bethe four most hydraulically demanding sprinklers. The minimum required dis-charge from each of the four sprinklersis to be the greater of the following: o The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. . A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hYdraulicallY de- manding sprinklers for the actual coverage areas being protected bythe four sprinklers. Obstruction To Water Distribution.Locations of sprinklers are to be inaccordance with the obstruction rulesof NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin-klers are to be installed ielative td theceiling mounting surface as shown inFigure 3. Sprinkler Spacing. The minimumspacing between sprinklers is g feet(2,a m). The maximum spacing be-tween sprinklers cannot exceed thelength of the coverage area (Ref. Ta-ble A) being hydraulically calculated(e.9., maximum 12 feet for a 12 tt. x12 ft. coverage area, or 2O teettor a 2Oft.x20 ft. coverage area). Installalion The Series LFll (TY3596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the support cup only (i.e., do not apply pressure to the fusible link AssemblY). A leak tight 1/2 inch NPT sprinkler ioint shoutd be obtained with a torque of 7 to 14 ft.tbs. (9,5 to 19,0 Nm). A maxi- TFP442 Page 3 of 4 mum of 21 ft.lbs. (28,5 Nm) of torqueis to be used to install sprinktdrs.Higher levels of torque may distort thesprinkler inlet with consequent leak-age or impairment of the sprinkler. Do not attempt to compensate for in-sufficient adjustment in the CoverPlate/Retainer Assembly by under- orover-tightening the Sprinkler. Read-j.ust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only beinstalled in the pendent position- andwith the centerline of the sprinkler per-pendicular to the mounting surface. Step 2. Remove the Protective Cap. S_teq 3. With pipe thread sealant ap-plied- to the pipe threads, and usingthe W-Type 18 Wrench shown in Fig- ure 2, install and tighten the Sprink-ler/Support Cup Assembly into the fit-ting. The W-Type 18 Wrench willaccept a 112 inch ratchet drive. SUPPORT CUP WITH ROLL FORMED THREADS GUIDE PIN HOUSING DEFLECTOR THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING SOLDER TAB GUIDE PIN ASSEMBLY COVER PLATE/RETAINER ASSEMBLY FIGURE 1 sERES LFil (W3596) RESTDENTTAL CONCEALED PENDENT SPRINKLER RETAINER WITH THREAD DIMPLES EJECTION SPRING WRENCH RECESS I /@h'tAISZI /\tYlltttlv' PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHINGAREA FIGURE 2 W-TYPE 18 SPRINKLER WRENCH 112" (12,7 mm) THREADED ADJUSTMENT FACE OF SPRINKLER FITTING SPRINKLER. SUPPORT CUP ASSEMBLY OPERATED SPRINKLER 1-718"r,118" (47,6 mm 13,2 mm) --T-r \' I MOUNING 3/16" __l SURFACE (4,8 mm) DISPOSABLE PROTECTIVE CAP FIGURE 3 .s^T!F9 -L:t! (ry35e6) RESI DE NrtAL CON C EALED p E N DENr SpRt N KLERINSTALLATION DIMENSIONS / PROTECTIVE CAP / ACTIVATEO OEiTCTON DEFLECTOR IN OPERATED POSITION 1/8" GAP Page 4 ol 4 Step 4. Replace the protective Cao bvpushing it upwards until it bottoms ouiagainst the Support Cup. The protec- !ive_ Cap helps prevent damage to theDeflector and Guide pins duiing ceil_ing installation and/or during apiplica-tion of the finish coating ot tne idiling.It may also be used to locate the cent6rof the clearance hole by genfly push-ing the ceiling material -agaihdt thecenter point of the Cap. NOTE ls lgng as the protective Cap remainsin place, the system is considered tobe "Out Of Service". Step 5. After the ceiling has been com-pfeted with the 2-112 inch (63 mm)diameter clearance hole and in prepal ration for installing the Cover plite As-sembly, remove and discard the pro- tec-tive Cap, and verify that theDeflector moves up and d6wn freely. lf the_Sprinkler has been damaged andthe Deflector does not move up anddown freely, replace the entire Sprin-kler assembly. Do not attempt to rirod-ify or repair a damaged sprinkler. Step 6. Screw on the Cover plate As-sembly until its flange comes in con-tact with the ceiling. Do not continue to screw on the CoverPlate Assembly such that it lifts a ceil-ing panel out of its normal position. lf the Cover Plate Assembly cannot beengage_d with the Mounting Cup or theCover Plate Assembly cahnot be en-gaged sufficiently to contact the ceil-ing, the.Sprinkler Fitting must be repo-sruoned. Care and MainJenance The Series LFll (Ty3596) must bemaintained and serviced in accord-ance with the following instructions: NOTESAbsence of a Cover plate mav delavthe sprinkler operation in a fhe siti-ation. Before closing a fire protection systemmain control valve for maintenancew91k. o.n the fire protection systemwhich it controls, permission ti> shut lown the affected fire protection sys_tem must be obtained from the pro-per autho-rities and all personnet who haybe affected by this action must be n6_tified. Sprinklers which are found to be leak-ing or exhibiting visible signs of corro-sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwisealtered after leaving the factory. Modi-rred or over heated sprinklers must bereplaced. Care must be exercised to avoid dam-age - before, during, and after instal-lation. Sprinklers damaged by drop-ping, s.triking, wrench twisVslippagb,or the like, must be replaced. The owner is responsible for the in-spection, testing, and maintenance oftheir fire protection system and de_vrces in compliance with this docu_ment, as well as with the applicablestandards of the National Fire'protec_tion..Association (e.9., NFpA 25), inaddition to the standards of any otherauthorities having jurisdiction. ine ln-stalling contractor or sprinkler manu-facturer should be coniacted relativeto any questions. NOTE The owner must assure that the sprin-klers are not used for hanging oi anyobjects and that the sprinklers1re oniyclgqned by means of gentty dustingwith a feather duster; olheriise. noi-operation in the event of a fire oi inad_vertent operation may result. It is recommended that automaticsprinkler systems be inspected,tested, and maintained by a iualifieciInspection Service in acc6rdance withlocal requirements and/or nationalcodes. LimiJed WarranJy Products manufactured by Tyco Fire &Building Products (TFBP) are war-ranted solely to the original Buyer forten (10) years against d-efects in mate-rial. and workmanship when paid forand properly installed and maintainedunder normal use and service. Thiswarranty will expire ten (10) yearsfrom date of shipment Oy ffee. ruowarranty is given for products or com_ponents manufactured by companiesnot affiliated by ownership with'TFBpor for products and components whichhave.been subject to misuse, improperinstallation, corrosion, or whicti hivenot been installed, maintained. modi-fied or repaired in accordance with ap-plicable Standards of the National FiieProtection Association, and/or thestandards of any other AuthoritiesHaving Jurisdiction. Materials foundby TFBP to be defective shall be eitherrepaired or replaced, at TFBp,s soleoption. TFBP neither assumes. norauthorizes any person to assume for it.any other obligation in connection withthe sale of products or parts of prod- TFP442 ucts. TFBP shall not be responsible forsprinkler system design eriors or inac-cu.rate .or incomplete information sup_plie.d .by Buyer or Buyer's reprb-sentatives. In no event shall TFBp be liable. incontract, tort, strict liability or underany other legal theory, for incidental,indirect, special or consequential dam-ages, including but not limited to laborcharges, regardless of whether TFBpwas informed about the possibility ofsuch damages, and in no event shallTFBP's liability exceed an amountequal to the sales price. The foregoing warranty is made in lieuof any and all other warranties. ex_pless or implied. including warrantiesof merphantabilitv and fftness for apantcutar puroose. This limited warranty sets forth the ex-clusive remedy for claims based onfailure of or defect in products, materi-als or components, whether the claimis made in contract, tort, strict liabilityor any other legal theory. This warranty will apply to the full ex-te.ntpermitted by law. The invalidity, inwhole or part, of any portion ot iniswarranty will not affect the remainder. Ordering Procedure When placing an order, indicate thefull product name. Gontact your localdistributor for availability.. Sprinkler Assembly: Series LFll (TY3596), K=4.9, Residen-tial Concealed Pendent Sprinkler with-oul Cover Plate Assembly, P/N 51-1 12-1-160. Gover Plate Assembty: Cov-er Pla-te Assembly having a (spec-ify) finish for the Serids LFil (Ty3596), K=4.9, Residential Concealed pei- dent Sprinkler, P/N (specify). chrome. . p/Ns6-122-9_135 Off White. p/N 56-122-0_135Brightwhite. ...... p/N 56-122-4-1'35Flat White p/N 56-122-5-135White(RA19010) ... p/N56-122-3-135 uustom. . P/N56-122_X_135 'Eastern Hemisphere sales only. Sprinkler Wrench: lqgcj_fu :-W-rype 1 8 Sprin kter Wrench,P/N 56-000-1-265. TYco FIRE & BUTLDING pRoDucrs,4sl North cannon Avenue, Lansdare, pennsyrvania 19446 tqca f ,,n & Buitding I Producfs Technical Services: Tet: (800) 381-9312 / Fax: (800) 791_5500 Series TY.B - 5.6 K-factor Horizontal and verJical sidewall sprinklersStandard Response, SJandard Coverage General Description The Series TY-B, 5.6 K-factor. Hori- zontal and Vertical Sidewall Sprinklersdescribed in this data sheet are stand-ard response - standard coverage,decorative 5 mm glass bulb type spiaysprinklers designed for use in lightanilordinary hazard, commercial occupan-cies such aq banks, hotels, shoppingmalls, etc. They are designed for in-stallation along a wall or the side of abeam and just beneath a smooth ceil-ing. Sidewall sprinklers are commonlyused. instead of pendent or uprightsprinklers due to aesthetics or buildingconstruction considerations, wherepiping across the ceiling is not desir-able. The recessed version of the SeriesTY-B Horizontal Sidewall Sprinkler isintended for use in areas with a fin-ished wall. lt uses a two-piece Style 10Recessed Escutcheon. The Rec6ssed Escutcheon provides 112 inch (,12,7 qm) of recessed adjustment or up to3/4 inch (19,1 mm)of totatadjustment from the flush sidewall position. Theadjustment provided by the RecessedEscutcheon reduces the accuracy towhich the fixed pipe nipples to-thesprinklers must be cut. Corrosion resistant coatings, whereapplicable, are utilized to extend thelife of copper alloy sprinklers beyond that which would otherwise be ob-tained when exposed to corrosive at-mospheres. Although corrosion resis-tant coated sprinklers have passed thestandard corrosion tests of the appli-cable approval agencies, the testin! isnot representative of all possible cbr-rosive atmospheres. Consequenfly, itis recommended that the end usei becon.sulted with respect to the suitabilityof these coatings for any given corro-sive environment. The effects of ambi-ent temperature, concentration ofchemicals, and gas/chemical velocity, should be considered, as a minimum.along with the corrosive nature of thechemical to which the sprinklers will beexposed. WARNINGS The Series TY-B Sprinklers describedherein must be installed and main-tained in compliance with this docu-ment, as well as with the applicabtestandards of the National Fire protec- tion Association, in addition to thestandards of any other authorities hav-iltg iuqisdiction. Failure to do so mayimpair the pertormance of these d6-vices. The owner is responsible for maintain-in.g their fire protection system and de-vrces tn proper operating condition.The installing contractor-or sprinklermanufacturer should be contactedwith any questions. Numbers TY3351 - Horizontal TY3451 - Vertical ModellSprinkler Identilicalion Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved.(Refer to Table A for complete ap-proval information including corrosionresistant status) Maximum Working Pressure Refer to Table B. Discharge Coefficient K = 5.6 GPM/psi1/z (80,6 LpM/bartlz) Temperature Ratings Refer to Table A. Finishes Sprinkler: Refer to Table A.Recessed Escutcheon: White Coated,Chrome Plated, and Brass Plated. IMPORTANT Always refer to Technicat Data Sheet TFP700 for the "TNSTALLER WARNING" that provides cautionswith respect to handling and instal-lation of sprinkler systems and com-ponents. lmproper handling and in- stallation can permanently damage a sprinkler system or its compo-nents and cause the sprinkler to failto operate in a fire situation or causeit to operate prematurely. Page 1 of 6 APRIL,2006 TFPl61 Page 2 of 6 TFPl61 SPRINKLER FINISH (See Note 10) K TYPE TEMP,BULB LIQUID NATURAL BRASS CHROME PLATED WHITE** 'OLYESTEF LEAD COATED wAx COATED WAX OVER LEAD COATED 5.6 1t2. NPT HORtZ. SIDEWALL (w3351) 135"Ft57"C Orange 1,2,3,4,9 1,2.3.9 1,2,3, I 1,2,3, I 1,2,3,9 155'F/68"C Red 175"Ft79"C Yellow 200"F/93"C Green 286"Ft141.C Blue 1.-,2*,3*,9*1**,2**, 3**, g** 360'F/182"C Mauve 1,2,4,9 1,2,I N/A RECESSED HORtZ. SIDEWALL (TY3351r Figure 3 1 35'F/57'C Orange 1,2,3, I N/A 155'F/68"C Red 175"Ft79"C Yellow 200'F/93'C Green 5.6 1t2" NPT VERTICAL SIDEWALL (TY3451) Installed Pendent or Upright 135"F/57"C Orange 4, 5, 6,7 , 8,9 5,6, 7, 9 5,6,7,9 5,6,7,9 155"F/68"C Red 175"Ft79"C Yellow 200"F/93'C Green 286'Ft141"C Blue 5*, 6*, 7*, 9*5*, 6*, 7*, 9* 360"F/1 82"C Mauve 4, 5,6, 8, I N/A NOTES: l Listed by Underwriters Laboratories, Inc. (UL) for use in Light and Ordinary Hazard Occupancies at a 4lo 12inch (100 to 300 mm)top of deflector to ceiling distance. 2' Listed by Underwriters Laboratories, lnc. for use in Canada (C-UL) for use in Light and ordinary Hazard occupancies at a 4 to 12inch (100 to 3!0 mm) top of deflector to ceiling distance.3' Approved by Factory Mutual. Research Corpoiation (FM) for use in Light Hazard occupancies at a 4 to 12 inch (100 to 300 mm)top of deflector to ceiling distance. 4. Approved by the Loss Prevention certification Board (LPCB Ref. No. 094a/05 & 007ldo3) at a 4 to 6 inch (100 to 150 mm) deflectorto ceiling distance. ! !!ste! by Underuriters Laboratories, Inc. (UL) for use in Light and Ordinary Hazard Occupancies"6. Listed by Underwriters Laboratories, Inc. for use in canadi (c-uL:) for ui6 in r-igttt and ordinary Hazard occupancies. f.fnnroveO by Factory Mutual Research Corporation (FM) for use in'Light Hazard'Occupancies. !. fonroveo by the Loss prevention certification Board' lLecB nef. No. b9+a/05 & o07ub3).9. Approved by the City of New york under MEA 354_01-E.10' Where Polyester Coated, Lead Coated, Wax Coated, and Wax over Lead Coated Sprinklers are noted to be UL and c-UL Listed,the sprinklers are UL and C-UL Listed as corrosion Resistant Sprinklers. wtrere r-eaa Coated, Wax Coated, and wax over Leadcoated sprinklers are noted.tg!9 FM Approved, the sprinklers iretu npprovea as corroiiori ilesisiant sprinr,rers. ]. tryJ9!!90 wltn stvle 10 (1/2' Npr) 3/4" Totar Adjusrment Recessed escutitieon..- 150'F/66"C Maximum Ceiling Temperature.'** Frame and deflector onry. Listings and approvals apply to color (special order). TABLE A LABORATORY LISTINGS AND APPROVALS Physical Gharacteristics Frame . BronzeButton . Brass/Copper Sealing Assembly Beryllium Nickel w/TeflonfBulb.. .Glass Compression Screw Bronze HSWDeflector .. BronzeVSW Deflector Copper Patents u.s.A.5,810,263 OperaJion Design The glass Bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, thefluid expands sufficiently to shatter theglass Bulb, allowing the sprinkler to activate and water to flow. Criteria The Series TY-B Horizontal and Verti- cal Sidewall Sprinklers are intended for fire protection systems designed in accordance with the standard installa- tion rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements ofNFPA 13, and FM Approval is based on the requirements of FM's Loss Pre- vention Data Sheets). Only the Style 10 Recessed Escutcheon is to be used for recessed horizontal installations. J o EoItE .oE(, 6'6, oE o.L:o + TFP16'Page 3 of 6 1' The maximum working pressure of 250 psi (17,2 ba(),only applies to the Listing by Undenrvriters Laboratories, Inc. (uL); the Listing byUnderwriters Laboratories, Inc. for use in canida (c-ul); aio,'inenpprou"r ov lE" city of New york. TABLE B, MAXIMUM WORKING PRESSURE SPRINKLER FINISH K TYPE NATURAL BRASS CHROME PLATED WHITE POLYESTEF LEAD COATED WAX COATED WAX OVER LEAD COATED 5.6 1t2 NPT HORIZONTAL SIDEWALL (w3351) 250 PSr (17,2 BAR) OR 175 PSt (12,1 BAR) (SEE NOTE 1) 175 PSt(12,1 BAR) RECESSED HOR|Z. STDEWALL (TY3351)N/A VERTICAL SIDEWALL (rY3451)175 PSt (12,1 BAR) NOTES: Installation The Series TY-B Sprinklers must beinstalled in accordance with the follow-ing instructions: NOTESDo not install any bulb type sprinkler ifthe bulb is cracked or there is a loss ofllOtyid from the bulb. With the sprinklerheld horizontally, a smalt air'bubble should be present. The diameter of theair bubble is approximately 1/16 inch(1,6 mm) for the 1AS.F/S7"C to 3/32inch (2,4 mm) for the 360"F/182"Ctemperature ratings. A.leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque'of 7to 14 ftJb-s. 19,5 to 19,0 Nm} A maxi-mum .of 21 ft. tbs. (28,5 Nm) of torquemqy be used to install sprinklers with1/2 NPT connections. Higher levets oftorque may distort the sprinkter inleta1d cause leakage or impairment ofthe sprinkler. Do not attempt to make-up for insuffi-cient adjustment in the escutcheonplatg.by under- or over-tightening thesprinkler. Readjust the position of thesprinkler fitting to suit. The Series TY-B Horizontal and Ver-tical Sidewall Sprinklers must be in-stalled in accordance with the follow-ing instructions. Step 1. Horizontal sidewall sprinklers are to be installed in the horizontalposition with their centerline of water-way perpendicular to the back wall andparallel to the ceiling. The word ,,TOp', on the Deflector is to face towards theceiling. Vertical sidewall sprinklers are to beinstalled in the pendent or upright po-sition with the arrow on the Deflectorpointing away from the wall. * Temperature rating is indicated on deflector or adjacent to orifice seat on frame.**Pipe thread connections per ISO 711 canbe provided on special request. DEFLECTOR HAT WRENCH 12'*T' FLATS NPT 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector FIGURE 1 5.6 K.FACTOR STANDARD RESPOATSESER'ES TY.B HORIZONTAL SIDEWALL ) SPRTNKLERS Page 4 of 6 Slep 2. With pipe thread sealant ap-plied to the pipe threads, hand tightenthe sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the gplnkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure-4), except that an 8 or 10 inch adjustableCrescent wrench is to be usedfor waxcoated sprinklers. With reference toFigure 1 or 2, the W-Type 6 SprinklerWrench or the Crescent wrench. asapplicable, is to be applied to thewrench flats. When installing wax coated sprinklerswith the adjustable Crescent wrench.additional care needs to be exercisedto prevent damage to the wax coatingon the sprinkler wrench flats or frame arms and, consequently, exposure ofbare metal to the corrosive environ-ment. The jaws of the wrench shouldbe opened sufficiently wide to pass over the wrench flats without damag-ing the wax coating. Before wrenchtightening the sprinkler, the jaws of thewrench are to be adjusted to just con-tact the sprinkler wrench flats. Afterwrench tightening the sprinkler, loosenthe wrench jaws before removing thewrench. After installation, the sprinkler wrenchflats and frame arms must be in-spected and the wax coating re-touched (repaired) whenever the coat-ing has been damaged and bare metalis exposed. The wax coating on thewrench flats can be retouched by gen- tly applying a heated 1/8 inch diametersteel rod to the areas ofwax that havebeen damaged, to smooth it back overareas where bare metal is exposed. NOTES Only retouching of the wax coating ap-plied to the wrench flats and fiarie ?rms is permitted, and the retouchingis to be performed only at the time ofthe initial sprinkler installation. The steel rod should be heated onty tothe point at which it can begin to meltthe wax, and appropriate piecautions ryed t9 be taken, when handling theheated rod, in order to preveit theinstaller from being burned. The Series TY-B Recessed Horizon-tal Sidewall Sprinklers must be in-stalled in accordance with the follow-ing instructions. Step A. Recessed horizontal sidewallsprinklers are to be installed in thehorizontal position with their centerline of waterway perpendicular to the backwall and parallel to the ceiling. The word "TOP" on the Deflector is to facetowards the ceiling. 9t.p e. After instailing the Styte 10Mounting Plate over-the sprinkler threads, hand tighten the sprinkler intothe sprinkler fitting. Step G. Tighten the sprinkler into the gprinkler fitting using only the W-Type7 Recessed Sprinkler Wrench (Ref. Figu19 Q. With reference to Figuie 1,the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinklerwrench flats. Step D. After the ceiling has been in-stalled or the finish coat has been ap-plied, slide on the Styte 10 Ctosuie over the Series TY-B Sprinkler andpush the Closure over the MountingPlate until its flange comes in contac.-twith the ceiling. TFPl61 ESCUTCHEON PLATE SEATING SURFACE 7t16" (1'1,1 mm) NOMINAL MAKE-IN WRENCH FLATS ARROW MUST POINTAWAY FROMAND BE PERPENDICULAR TO THE BACK WALL SURFACE 2-3t16" (55,6 mm) 5 4 2 3 1 SHOWN PENDENT SHOWN UPRIGHT CROSS SECTION 1 - Frame 2 - Button 3 - Sealing Assembly 4-Bulb 6-Deflecror 5 - Compression Z- Ejection SpringScrew *. Temperature rating is indicated on deflector or adjacent to orifice seat on frame.**Pipe thread connections per ISO 7t1 canbe provided on special request. s. 6 K-FAcro -'Jlxfr 5:*D REs p o N s EsER ES Ty-B VERTTCAL STDEWALL (Ty3451) SqRINKLERS MouNnNG ISURFACE 5t8L1t4" (15,9t6,4 mm) FACE OF SPRINKLER FITTING CLOSURE SERIES ry-B 2-7t8" DtA. (73,0 mm) 2-1t4" DtA. (57,2mm) 1t8" (3,2 mm) 1/4" (6,4 mm) FIGURE 3 SER'ES TY.B RECESSED HORIZONTAL SIDEWALL SPRINKLERWITH TWO.PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCIITCHEON 3/4" (19,1 mm) TFPl61 Care and MainJenance The Series TY-B Sprinklers must bemaintained and serviced in accord-ance with the following instructions: NOTES Before closing a fire protection systemmain control valve for maintehancework on the fire protection system thatit controls, permission to shut down theaffected fire protection system must beobtained from the profier authoritiesand all personnel who may be affectedby this action must be notified. The owner must assure that the sprin-klers are not used for hanging oi anyobjects; otherwise, non-opeiation inthe event of a fire or inadvertent opera-tion may result. Absence of an escutcheon, which isused to cover a clearance hole, maydelay the time to sprinkler operation lna fire situation. Sprinklers that are found to be leakingor exhibiting visible signs of corrosionmust be replaced. Automatic sprinklers must never be be Page 5 of 6 WRENCH RECESS(END "A'USED FOR 1/2'NPT MODELS) FIGURE 4 W-TYPE 6 SPRINKLER WRENCH painted, plated, coated or otherwisealtered after leaving the factory. Modi-fled sprinklers must be reflaced.Sprinklers that have been exposed tocorrosive products of combustion. buthave not operated, should be replaced if they cannot be completely cieanedby wiping the sprinkler with-a cloth orby brushing it with a soft brisfle brush. Care must be exercised to avoid dam-age to- the sprinklers - before, during,and after installation. Sprinklers dam-aged by dropping, striking, wrenchtwisUslippage, or the like, must be re-placed. Also, replace any sprinklerthathas a cracked bulb or that has lostliquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec-ommended to be initially performed forcorrosion resistant coated sprinklers,after the installation has been com-pleted, to verify the integrity of the cor-rosion resistant coating. Thereafter,annual inspections per NFpA 2bshould suffice; however, instead of in-specting from the floor level, a randomsampling of close-up visual inspec-tions should be made, so as to betterdetermine the exact sprinkler condi-tion and the long term integrity of the corrosion resistant coating, as it maybe affected by the corrosive condition3present. The owner is responsible for the in-spection, testing, and maintenance oftheir fire protection system and de-vices in compliance with this docu-ment, as well as with the applicablestandards of the National Fire protec- tion. Association (e.9., NFpA 25), inaddition to the standards of any otherauthorities having jurisdiction. ihe in-stalling contractor or sprinkler manu-facturer should be contacted relativeto any questions. It is recommended that automaticsprinkler systems be inspected,tested, and maintained by a qualifiedInspection Service in accordance withlocal requirements and/or nationalcodes. WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHINGAREA FIGURE 5 W.TYPE 7 RECESSED SPRINKLERWRENCH Page 6 of 6 TFPl61 * Eastern Hemisphere sales only. P/N57-XXX-X-XXX TABLE C PART NUMBER SELECTION SER'ES TY.B HOR'ZONTAL AND VERTICAL SIDEWALL SPR"V'(LERS WAX OVER LEAD 286'F/141'C MAX. LimiJed WarranJy Products manufactured by Tyco Fire &Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid forand properly installed and maintainedunder normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. Nowarranty is given for products or com-ponents manufactured by companiesnot affiliated by ownership with TFBPor for products and components which have been subject to misuse, improperinstallation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap-plicable Standards of the National Fire Protection Association, and/or the standards of any other AuthoritiesHaving Jurisdiction. Materials found by TFBP to be defective shall be eitherrepaired or replaced, at TFBP's sole option. TFBP neither assumes, norauthorizes any person to assume for it, any other obligation in connection withthe sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup-plied by Buyer or Buyer's repre- sentatives. ln no event shall TFBP be liable. in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility ofsuch damages, and in no event shallTFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieuof any and all other warranties. ex-press or implied. including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex-clusive remedy for claims based onfailure of or defect in products, materi- als or components, whether the claimis made in contract, tort, strict liabilityor any other legal theory. This warranty will apply to the full ex-tent permitted by law. The invalidity, in whole or part, of any portion of thiswarranty will not affect the remainder. Ordering Procedure When placing an order, indicate thefull product name. Refer to the PriceList for complete listing of Part Num- bers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPTThread Connections: Specify: (Specify Model/SlN), Stand- ard Response, (specify K-factor),(specify temperature rating), SeriesTY-B (specify Horizontal Sidewall or Vertical Sidewall) Sprinkler with (spec- ify type of finish or coating), P/N (spec- ify from Table C). Recessed Escutcheon: Specify: Style 10 Recessed Escutch-eon with (specify*) finish, P/N (spec- ify.). * Refer to Technical Data Sheet TFP77O. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench,P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. TYCO FIRE & BUILDING PRODUCTS,451 North Cannon Avenue, Lansdale, Pennsylvania 19446