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Home My WebLink About14-15781 r � CITY OF ZE HYRHILLS 5335-8T STREET (sis)�s -oozo 5781 FIRE SPRINKLER SYSTEM PERMIT _ PERMIT INFORMATION LOCATION INFORMATION Permit Number: 15781 Address: 7346 7348 GALL BLVD Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. � Class of Work: FIRE-SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: � Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 35-25-21-0010-08800-0000 Improv. Cost: 21,000.00 OWNER INFORMATION Date Issued: 11/18/2014 Name: TOWNVIEW RETAIL LLC/CO STOLTZ Total Fees: 195.00 Address: 725 CONSHOHOCKEN STATE RD Amount Paid: 195.00 BALA CYNWYD PA 19004-2102 Date Paid: 11/18/2014 Phone: 610-667-5800 Work Desc: INSTALL FIRE SPRINKLER-ROSS S ORE CONTRACTOR S APPLICATION FEES- TAYL R FIRE PROTECTIO L C FIRE SPRINKLER SYS 50.00 FIRE INSPECTION FEES 45.00 FIRE PLAN REVIEW FEES 100.00 � �' ' C�� 4G��'� � p �� Ins ections e uired� � FIRE-PRESSURE TEST FIRE ACCEPTANCE Final �-�.�"�; �.��.�1�-��—� e ,� � � �h �a Chapter 633, Florida Statutes,authorizes the City to c arge and collect user fees to pay fo e costs of fire prevention and protection related activities such as in pections, plan review,administrative fees,and other costs related to th aforementioned. Complete Plans, Specifications and Fee Must Accompany Appl cation. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or o ening up for commercial activity without an approved final inspection shall be charged double permit fee per day of op ration or a minimum of$100.00, whichever is greater. All work shall be performed in accorda ce with City Codes and Ordinances. "WARNING TO OWNER: YOUR F ILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUL IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPE TY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTOI�NEY BEFORE RECORDING YOUR NOTI E OF COMMENCEMENT." � S�/f� � , �j ei�..o.. "tJ ONT IGNATURE PERMIT OFFICER PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 OURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESC E DEPT- 813-780-0041 �` V City of Z hyrhills � BUILDING PLAN VIEW COMIV�NTS � � , Contractor/Homeowner: �� 2 T/�� y�'�� Date Received: — / Site: � 3�(� �� /�� , Permit Type: S ►'7/� � Approved w/no comments:� Approved w/the below omments: � Denied w/the below comments: ❑ [ � .�^ � (� �i '��' � �V� �' L�o, �� 1 � �'�=��,��"�� g � � �� L.f�-1C ��0 �A" �� Y. � � !� ? C� a !� �� ` �F:� 7 , � � a 2. `�i Z- • This comment sheet shall be kept with the permit andlor pl s. �� L� �f�� ` Bill Burgess—Buil g Official ate ontractor and/ omeowner (Required when comments are present) ZEPHYRI�iLLS FIRE DEPARI°IVEENT 6907 Dairy Road, Zeph rhills, FL 33542 FIRE SERVICE U ER FEES Occupancy No.: �� Plan No.: - Contractor: C� �� Business Name: d Billing Address: Business Address: � �1T - Business Phone No.: �, a (c�r`1 — �°o� Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: P �f�g c PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE 8 Site Plan N/C Annual N/C prinkler $50 1st Alarm N/C Multi-Family/Commercial .06 sf 1st Re-inspection N/C Standpipes $50 2nd Alarm N/C (Minimum Charge$25.00 2nd Re-inspection $100 Fire Pump $50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods $50 4th Alarm $100 4th Re-Inspecbon $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm $200 �0-25 Heads $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 ' 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- pertank $50 STANDPIPE SYSTEM Hydro Undergrounds $45 Sparklers $100 � Per Riser $50 drostatic Test $65 per syst m Fire Works $500 r FIRE PUMP cceptanceTest $45 persyst m Camp Fire $25 � Per Pump $100 Hydrant Flow $75 Controlled Bum $100 FIRE ALARM SYSTEM Hood/Duct $50 0-25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Mnual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 Flammable Application $50 nnnuai Wet $50 OTHER Waste Tire Storage $50 Mnual Dry $50 Fire WalUSmoke Wall $15 per wau Generator<KW $100 CO2 $50 LP Gas $25 pertank Generator>30 KW 150 Other $50 Natural Gas $25 persyst m Bio-Hazard Waste $100 Mnual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'x10'or greater $15 Per tent Torch Pot/Applied $50 OTHER Fire Pump $45 Haz.Materials $100 annuai LP Installation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 E�aust Hood/Duct $30 �Natural Gas Installation $50 Re-inspection DBL (Per System) (other than annual) �Spray Booth $50 � Inspection scheduled DBL � and cancelled less than 24 hours Construction Insp. N/C Emergency Vehicle� $50 � FALSE ALARM PLANS TOTAL N' INSPECTION TOTAL ' PERMIT TOTAL• Oa TOTAL� GRAND TOTAL Comments: Date: 6 l Inspector: nin 813-780-0020 City of Ze hyrhills Fire Fax-813-780-0021 Permit pplication Date Received �� ' `� �� _��Y� �� Phone Contact for Permit F��Z7�� -r,:.-w.�....,��_.v - -- _ �. - ° - � � .v._. Owner's Name iG�dj/ ��,tJ �1'I li � Owner's Phone Number �� CC�C'�J L�� Owners Address � �' p ' � �� ,� �� '.��f(�}�, Fee Simple Titleholder Name Titleholder Phone Number � � � Fee Simple Titleholder Address t.v._e--"^..�.:,..'"��.....e�t ��,`....�'_'"°�' °"""�"'.,�;4_v.._-`--"`..�_•�°-".'- -sw=..J:.a_.n,.��:=".:d.� Job Address F � � Q� � Lot# � Sub Division Parcel# ��,.�..�.~-:.-�:,v��.:.,��-.�- ..,.� , ,�...m.,...�,...�.�..__-,.�....._...�,w. -..�.__�..,__,,..._....._._._....a._�.....�.,...�..r-..._,.._�...__....�.._.�---..._.�-�---..:..--..,....�.._.__..-:_.e � Bio-Hazard Waste Storage-ANNUAL � � �umigation Tent � Comm Exhaust Kitchen Hood/Duct � Hazardous Material(Tier II or RQ Facility)ANNUAL � Controlled Bum � Hood Installation , � Emergency Generator<30 kw � LP/Natural Gas-Installation � Emergency Generator>30 kw � LP/Natural Gas-ANNUAL Sale ' � Fire Protection Maintenance-ANNUAL � Places of Assembly-ANNUAL t y emi �n t er Sprinkler � ❑ ❑ ❑ � Recreational Bum �� Fire Alarm � ❑ ❑ ❑ � Sparklers j ' d� � Hood Cleaning � ❑ ❑ ❑ �Sprinkler System Installations �` Hood Suppression � ❑ ❑ ❑ � Standpipes(Sprinkler Sys) , � Fire Alarm Installation � Torch RoofingfTar Kettle � Fire Pumps � Waste Tire Storage ANNUAL � Fire Warks � FlammableApplication-ANNUAL f � `� Valuation of Project � Fuel Tanks Q Other: ��...r.o,__.�.._„_....��_._.�.. ....�.�.�_�.e.,.��.....�._��.� -_...�._.��.. -..�...s..�._�_.,.w..�,b...�=_......:.=.y. �.s„ .� ,...�_�.� ,�,�o._.u..__._._ Contractor ,� � � -- Company L,� i�' / � Signature � ,'�1�'� ,�Lrr�G`c:i�—S Registered Y/N Fee Current Y/N Address License# ELECTRICIAN Company Signature Registered Y/N Fee Current Y/N Address License# PLUMBER Company Signature Registered Y/N Fee Current Y/N Address License# MECHANICAL Company Signature Registered Y/N Fee Curre�t Y/N Address License# OTHER Company Signature Registered Y/N Fee Current Y/N Address License# ..e.-�s..,.,._�-e-..-�-,_,...._..._h...��...-.-v_-.._...-.�a=_,.-....-�.-.�_.. ._.._�__..�.n_ .._.�. :.�_..<..�....o.....a-�..-.«._�-�._.,-_.z._ - �.,-�...,...-�...,.�x.-_"__'°_.,...�._.....�,..�-..-'_�_.°.5 Directions: Fill out application completely. Owner 8 Contractor sign back of application,notarized(Or,copy of sig ed contract with owner) If over$2500,a Notice of Comme�cement is required(Mechanical wor over$5000) Supply two(2)sets of drawings with applicable documentation Allow 10-14 days for review after submittal date. Parcel -obtained from Property Tax Notice(http://appraiser.pascogov.com) NOTICE dF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to°deed"restrictions" which may be mare restriotive than County regulations. The undersigned assumes responsibitity for compliance with any applicable deed restrictions. , UNLICENSED CONTRAC70RS AND CONTRACTOR RESPON5IBILITIES: If the owner has hired a contractor or contractors ta under#ake work,they may be required to be ticensed In accordance with state and local regulaflons. tf fhe cantractor is not lioensed as req�ired by law, both the owner and contractor may be clted for a misdemeanor v(alafion under state law. If the owner or intended contractor are uncertain as to what licensing requirements mey apply for the 'sntended wotk,they are advised#a can#act the Pasco Gounty 8uilding Inspection Divisian--��cens(ng Sectior�a#727-847- � 8008. Furthermore, (f the owner has hired a contractor or contrecfors, he is advised to have the contractor(s) sign portions of the"contractor Block"af this epplication for which they will be responsible. If you, as the owner sfgn as the contractor,ft�af may be an indication that he 1s not property licensed and is not entitled to petmitting privileges In Pasco i County. TRANSPORTATION IAAPACT/UTIL.ITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transpottation lmpact Fees and Recourse Recavery Fees may apply ta the constructian of�ew bulfdings,change of use in exisfing buitdings, ar expansion of existing buiidings, as specified in Pasco Courtty Ordinance number 89-07 and 90-07,as amended: The undersfgned also understands,that such fees,as may be due,will be identified at the time of permitting. it is€urther understoad that Transportation (mpack Fees and i2esource f2ecavery Fees must be paid prior to receiving a"cert�oafe of occupancy"or fina!power release. If the project does nat involve a certificate of occupartcy or final power release, the fees must be paid prior to permit issuance. Futthermore, ff Pasco County WateNSewer Impact fees are due,they musk be pafd prior fa permit fssuance fn accordance wtth applicable Pasco County ordinances. CONSTRUCTtON L4EN LAW(Chapter 713R Ftarlda Statutes,as amended): if valuation of work is$2,504A0 or more, I certify that I, the applicant, have been pravlded with a copy af the "Flarida Construction Lien Law--Homeawner's Pratection Guide°pregared by the Flo�ida Department of Agriculkure and Consurner Affairs. If ihe applicant is someone other than tha"owner",1 certify fha#i have obtainec!a copy of the above described document and promise€n good faith to deliver it to the"owner"prior to commencement. ; CONTRACTOR'SlOWNER"S AFFIpAVlT: 1 cettfFy that all the f�#ormation in this applfcatton is accurate and that all work will be done in campliance with all applicable taws regula#tng consfsucfion,zoning and land development. Appiicaf[on is hereby made to obtain a permit ta do work and installation as lndicated. I ceri'dy that no work or installation has commenc�d prior to issuance of a peRnit and that all wark will be performed to meet standards of all laws regulating construcfion, County and Cify cotfes, zon3ng regulations, and land development tegulatlons in the Jurisdiction. 1 aiso certi'ry that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responslbility to identify whak actions!must take to be in campliance. Such agencfes iaclude but are nat limited to: - Departsnent of Environmentat Protection-Gypress 8ayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwesk Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Aitering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. � - Department of Health & RehabilitaUve Services/Environmental Health Unit-Wells, Wastewater Treatment, Sepfic Tanks. - US Environmental Protecdon Agency-Asbestos abatement. � - Federal Aviation Authority-Runways. !vnderstand that the fo!low3ng restrtctions apply to the use of fit}:• - Use of fill is not ailowed in Fiood Zone"V°unless express�y permitted. - If the fill material is to be used in Flood Zane "A", (t is understood that a drainage plan addressing a °compensating volume"wilt be submitted aE#ime af petmitting which is prepared by a professional engineer licensed by the State of Ftorida. - If the fill material is ta be used in Flood Zone°A° in connec�ion w(th a permitted building using stem wall constntction,1 certiiy thaf ft#witl be used anty to fiti the area wtthln the stem wali. - ff ftli material is to be used in any area, f certify that use of such fill wiii nof adversety affecf adjacent properkies. If use of flll is found to adversely affect adjacent propertles,the awner may be cited for vlolating the conditions nf the bui3ding perm'st Issusd under the attached pertnit appiication,for Eots less than one(1} acre which are elevated by flii,an engineered drainage plan is required. If I am the AGENT FOR 7HE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in thts afRdavlt prior to commencing construction. !unders#and that a separate permlt may be requited for electrical work, piumbing, signs,wefls, pools, air candttioning, gas, or other instatlations not speciflca}ly inctuded in the applicatton. A permit issued shall be construed to be a license to proceed with khe work and not as authority to violate,cancel,alter,or set asids any provisions of the technicat cades,nar shaii issuance of a permtk prevent the 8ufldirig Official from thereafter requiring a correction of errors in pians,consfrvctian or violations af any codss. Every permit issued sha11 beaome'snvalid unless the work authorized by such permit is commenced w(thin six months of permit issuance,or'rf work authorized by the permit 1s suspended ar abandoned for a periad of six{S}months after the time the work is commenced. An extension may be requesfed, in writing,from tfie Suitding tlfficia[for a periad not to exceed ttinety(90)days and will demonstrata justifiable cause for the extension. If work ceases for ninety(90)consecutive days,th\job is considered abandoned. WARNING TO OWNER: YOUR FAFLURE TO RECORD A NQTtCE OF COMMF#+ICEMENT NIAY E2ESULT Itd YOUR PAYING TWICE FOR IMPFtOVEMENTS TO YOUR PROPERTY. IF YOU INTENp TO OBTAIN FINANCING,CONSUL7 WCTH Y4UR LENDER QR At+l ATfORN BEFdRE RECORDlNG YOUR NOTICE OF COM NGEMEN7 FLORIDA JURAT(F:S.Z 17.D3} ti OYVNER OR AGENT GONTRACT4R .—. Sabsaibed and swom to{or afiirmed}beEore me th(s 5utrscribed artd svunm o{or aflirmed efo this by Y Who Is/are personaily knovm to me or haslhave produced YVho Islare personaily known io me or hasRiave pmduced ` asidentl8cadon. asldentlfication. Notary Publlc Notary Pubiic Commissian Na. Cammisstan No. Mame of Nofary typed,ptlnted or stamped �Name oI hotary ryped,printed or stamped . � . , � . - o �'� � � Taylox F�e Pr tect��n L�C � 9605 71�`P.venue East,PaLmetto,�L 34 21 P:727-45�-42fi2�:��-479-.229 � - -- _ - - �� _ ��_�_�:� /'�j ��!i�Z ��;��i�- Cont nts 1—Heads—Globe 2—Pipe—Welded Tube 3—Threaded &Welded Fittings—Unique . 4—Grooved Fittings& Mechanical Tees—Shurjoi t 5—Hanger Material—Elite - c�a��w��: ! 1 � ' ��v�� "�(YY��A�_�a __.m_ , DUE TO AVAlIBILITY ISSUES,WE RESERVE THE RIGHTTO SUBSTITUTE ALTERIVATIVE MANUFACTURES WHICH POSSESTHE APPROVALS OR LISTINGS AS THE 5 BMITTED ITEMS. � :�-�; �� 6�� • � °�p � �* AUT0IVIATIC SPRINKLERS .ii� ��Cz-a'^'�`�-..""fa ��,� :fA-- T��x:.t `�_�� 'a �" '� GL SERIES ..�� , - �� . - UPRIGHT� PENDENT FSRE SPRINKl�� TI�6� VERT/CAL S/DEIIlO//ALL HORIZONTAL �IDEWi4LL ONVENTIONAL (OLD STYLE� DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinkle are a low profile yet durable design which utilizes a 3mm frangible gl ss ampule as the �=_ ��4 �r�;;�.,,.._�Y::;�;,r ;... thermosensitive element. This provides sprinkler peration approxi- /'� - ��'�.��'�' T� mately six times faster than ordinary sprinklers. While the Quick `� �~ " '' Response Sprinkler provides an aesthetically pleasing appearance, it � °� can be installed whereverstandard spraysprinklers re specified when .�;-.=-:-::� .�.;,3�; �.`� r��;.�,» allowed by the applicable standards. It offers the a ditional feature of ��;�-�: -�� reatl increased safe to life and is available n various s les, ��' � W' g y � � �� orifices,temperature ratings and finishes to meet m ny varying design ��iC�t ��S��SE � requirements. Quick Response Sprinklers should e used advisedly UPRIGHT CONVENTIONAL and under the direction of approving authorities ha ing jurisdiction. The heart of Globe's GL Series sprinkler proven actuating ,�,�:.,-.,�� , :� ,- assembly is a hermetically sealed frangible glass a pule that contains av�� ,.��'::: a precisely measured amount of fluid. When hea is absorbed, the liquid within the bulb expands increasing the intern I pressure. At the :;� . rescri be d tem era ture t he in terna l ressure wi t hi t he am u le ex= '•�� P P ,, P P �:. _s�� _-., ceeds the strength of the glass causing the glass to s atter. This results `��.., ;� �`-�� in water discharge which is distributed in an approve pattern depend- '� � ing upon the deflector style used. �'�''-"�� „P t�i�BCK R�SPOfds� TECHNICAL DATA PENDENT VEQaTiCAL oSee reverse side forApprovals and Specificatio S. SIDEWALL �Tem erature Ratin s - 135°F 57°C 155°F 68 C P 9 � ), � )� 175°F (79°C), 200°F (93°C), 286°F (14 °C) � -_-.�- , - ;� Y: �Water Working Pressure Rating - 175 psi (12 B rs) ° � �, ,,, � � �Factory tested hydrostatically to 500 psi (34 Ba ) ��;, �,,;�`' O u1�7?"e, �'f•,; mMaximum low temperature glass bulb rating is - 7 F (-55°C) �� `�., vFrame - bronze � Deflector- brass � Screw- brass aBulb seat- copper � Spring - nickel alloy � S al - teflon c�u�c�c R�s�ot�s� �Bulb - glass with alcohol based solution, 3mm s ze HORIZOfdTAL SIDEWALL °SPRINf�CLER TEMPERATURE RATING/ ASSIFIC�ITION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER gULB COLOR �•F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY �,:'�'-;135°FG1;55°F:` --''57°.CL68°.C' `�`�' ° - - ° - _ :;;,;T ,-0, ORANGE/RED �;_:;., 1b0;�F�-� ": ;,38.:C.=.a .:.,,�.�,,;,��,.�t_=��-..,:,`° ._ �.�;�.v�:::�,i� _ ..- - :- `;,�,:�:��= - _ . INTERMEDIAIE '�175°Fl2 'F'- ,"�7 `'" .� ,' r.' � '• 00, ;;, 9;C%93.:C;,:.�`: YELLOW/GREEN �;-� '#��1'50�F': �566-;C,. ;;,� �i'_ - <r=� _ °; >�-_ ._r.•.w..;-'-�:� _ _ •:. - -�_- HIGH __ :;:,..:286°F�� ;= � =�'`141°C,= = BLUE t;s; -'-�225'F� - ;1.07°C. :f . ,_ _ . �.,. �.. .. _ : � ,� .._. ,..., ,. . ,:� .� . . : 4077AIRPARKDRIVE,STANDISH,MICHIGAN48658 989-846-A583 o FAX989-846-9231 � �� AUTOMATIC SP141NKLERS GL SERIES UPRIGHT� PENDENT� VER�I �. SIDFWALL HORIZONTAL SIDEWALL � CO VENTION�4L (OLD S�YLE) SPECIFI �4TIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH ' FINISHES 2.8 (39 metric) 1/2" N T 2 1/4" (5.7 cm) Factory Bronze 4.2 (59 metric) 1/2" N T 2 1/4" (5.7 cm) Bright Chrome Satin Chrome 2 5.6 (80 metric) 1/2" N T 2 1/4" (5.7 cm) �I�/hite Polyester 3 7.8 (111 metric) 1/2" N T 2 1/4" (5.7 cm) Biack Polyester 2•3 8.1 (116 metric) 3/4" N T 2 7/16" (6.2 cm) Lead Coated z,3 NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'HORIZONTAL SIDEWALL IS 2 9/16". z FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED CORROSION APPR VALS RESISTANT WHEN SPECIFIED ON ORDER. SIN K 135°F 155°F 175°F 2 0°F 286°F NYC-DOB MEA SME MODEL FACTOR 57°C 68°C 79°C 3°C 141°C cULus F.M. LPC CE 101-92-E GL2815 2.8 X X X X X X — — — X GL4215 4.2 X X X X X X — — — X UPRIGHT GL5615 5.6 X X X X X X X X X X GL8115 7.8* X X X X X X — — — X GL8118 8.1 X X X X X X X X X X GL2801 2.8 X X X X X X — — — X GL4201 4.2 X X X X X X — — — X PENDENT GL5601 5.6 X X X X X X X X X X GL8101 7.8* X X X X X X X — — X GL8106 8.1 X X X X X X X X X X VERTICAL GL5632 5.6 X X X X X X X — — — SIDEWALLt GL8133 8.1 X X X X X X — — — — GL2826 2.8 X X X X X X — — — X HORQONTAL GL4226 4.2 X X X X X X — — — X SIDEWALL§ GL5626 5.6 X X X X X X X — — X GL8127 8.1 X X X X X X — — — — CONVENTIONAL GL5624 5.6 X X X X X — — X X — (OLD SME) GL8125 8.1 X X X X X — — X X — ' /2"NPT t ERTICFIL SIDEWALL SPRINKLER cULus LISTED FOR LIGHT HAZARD ONLY PENDENT VERTICAL SIDEWALL cULus LISTED FOR 6'MIN.SPACING. UPRIGHT VERTICAL SIDEWALL cULus LISTED FOR 9'MIN.SPACING. g ORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4"T0 12"BELOW ORDER/NG INFORMAT70N THE CEILING,FM APPROVED 4"TO 6". SPECIFY LOBE�'f�RODUCT WARRANTY •Quantity • Model Number � Style e Orifice • Thread Sizes � Temperature Globe agrees to repair or replace any of its own manufac- o Finishes desired ured products found to be defective in material orworkmanship •Quantity-Wrenches- P/N 325390 (1/2"); or a period of one year from date of shipment. P/N 312366 (L.O.) For specific details of our warranty please refer to Price List :� erms and Conditions of Sale (Our Price List). t�'=`'�--°+- r iene �� - Q.ao � ".;a��"�5-� 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 ooao. "°' - 989-846-4583 FAX 989-846-9231 FiRE SPR6i�EtlER C�RP�RA�'10�9 1-800-248-0278 www.globesprinkler.com . � �7,.`"�';v:' ��SP!i.ti.:a'`:Y•�---T• _ ._..:i _ _ - ''�� .:::d"",=;ti�,� Li��`i}�;�.,�';' `.� ,� ,-: _. , �`.�:�i i. - "s� ��.' �. '' ..'`��--�'�}�,� .�, .�+.''r _ -. , - . 7 �,i.', �;� .�rJ.,. � � � .�t �":,� . :.rf� -,"'- ' _ .i�rY��t'� _ __'ity'.. . - _ � - -...�...�_.v..��_..`..' _.._.. - _ �� A R G C O �ua�a�r�E° TIlVO PIECE RECES ED ESCUTCHEONS ,�'�� `�"'�r. �^'"'��"�-"� �=��;�u�°�'•�: r�d':�=� CT��' The sprinkler manufacturers � i �n,�t�:��,��,�� -`�i . ��;;;�<-:��!,,.-��_,��r. enera aracter. R r a�: t� P ;;``a cr :�.�.-�>�;r�a. ";��.�:,�'�,'�,;�:.,�s�,,�r�s'� :F��' - t- • *�.E,� z�`<F>;�=.�--.��'��;;-,�, T 101 1018 ��, rt�, �_�,.; �. __;_.�.,�:>��=��_�:�.;,; �,.�,:f,�__..- ype and ARGCO have identical y��;,t,�%>�,. _.�..3r-1+'=�k.:;"s-?'F`� .i.4.`,2z's.'-r_:':riia'n �:%�j�r�e:cir� _ '�:. '�;�� :aa_._ �=. ` ":`".t mild stee! ;F�:�.�;t,5�e, - - --�'.':s:� :` ,3:.r:r;;��'�"'�-`-`=°�:;:=�5� ;' � . , ;:.:...;;,:� -��>,:� parts. Dupiicate size and :'<:°;��.�:;�;=:'�?:'"'. __ y�.:_.��:, � :>,��. � �i 0.40-0.9 mm thick � . °;.�.•. `•>tiFr�,, � materials... 5,*.� ."`s.�`1=�`�§'` a► �9':r9;� r,� » „p �,. '"�'°'�';' ,- `�;'�= �-�� :°s��: ,�:4;::;'<< •-�; 1/2 and 4► s � there is no difference! �4;y.,. _s`�� `u !�� `.�� '��-1�'�.'`ti^I� `L.r.�1`4�,', . _��. ��' "� � �'�i,4 -;>.�;=�� y�:.. . r.�rk-,,.'.sr � �- .a:� , s.,��'h,��""�. n—,i.P:.i:'i:�: :fl.��.w .L✓'°` 1M�� 3'-'^:'•;+ Nk� `"`"'"'�'° There is no possibility of a �;;r��: -_ �"�`� Underwriter's ' „�� C'`-"ta'i`:':. 't'�>`:;z;: -- _ �=��Y�� '.�-'�`.-_, n.;,�- "-°i��:-;;v;: sprinkler head failure alue to `�� -' r.� �-� � ;�;_,��_= Laboratories �;a;. i;�';'>�;:' ry:3`.._ _�: _ �r'. vi+: - - " ' _ ' •,b>:.:"��.��y. .�r.�,s:... '� ��`� �r`�� _=�� ARGCO escutcheons. It is no ;�T%-°,��r.;�;_? -__ r:.�'�T�=;� "' - �:r.: File EX4170 .1_ � longer a warranty issue, 2an6� since UL announced, • 1_��° "Installed �-�re° _;_;_;� properly, the product �- --� I �:=_;� cannot affect sprinkler head A ' � == � �-vz° B � �, =; i operation.,, _ ' � C , � �� _�___ L 1 � &1/2° 2-15li6° �2-15/16° Larae (1-1/4°°Adjustment) Standard Short 45-JO-OSi: 1/2"IPS 3/4°Adjustment 1/2°Adjustment 45-10-085: 3/4"!PS 45-10-071: 1/2°IPS 45-10-068: 1/2"IPS 45-i0-075: 3/4"!PS 45-10-065: 3/4"IPS Plastic Protective f-lead Cap - -= `�'��" .1�� 45-10-071PROT iiz�riiL: 8�0-854—'10'15 www_arac _cnrre FAX 760-727-3270 , � �� ,�� SChedule, l0 Steel Sprinkler ipe Welded Tube-Berkeley ERW steel sprinkler pipe is made in the U.S.A. to highest standards for use in fire protection applications. The plant is strategi ally located in close proximity to one of the largest steel producers to ensure a continuous, high quality supply of hot rolled black steel. Schedule 10 sprinkler pipe is offered in NPS 1 1/4' —4"to meet or exceed ASTM A135 and A795 Grade A standards and is UL Listed and FM appro ed (300 psi max working pressure). U� F � Product Specifications ' • 100% Nondestructive eddy current examinatio is performed in-line. � � Destructive flattening tests are performed on th front and back end of each coil. • Pipe is available in 21 ft standard lengths; non- tandard shorter and longer lengths are � available upon request • Product identification consists of continuous m rking on the tube and bar coded bundle tag. • Sprinkler pipe is given a protective lacquer coa ing to deter weathering and prolong shelf life. �� • Sprinkler pipe is stored indoors untit shipment. • Tests reports are available upon request to de onstrate conformance to requirements. o Available as plain end or roll grooved. • Available as Hot Dipped Galvanized product, UL Listed and FM Approved. � �. - �. ` SCHEDUL-., 10��- � NOMINAL(inches) LI LB PER CRR SIZE � � OD'-'_� ",-,: ID, -; WALL �. . COU T. . -�FOOT UNTHREADED 1 '/a 1.660 1.442 0.109 61 1.81 6.46 � 1 '/z 1.900 1.682 0.109 61 2.09 5.15 � 2 2.375 2.157 O:y 09 37 2.64 4.17 2'/z 2.875 2.635 0.120 37 3.53 3.23 3 3.500 3.260 0.120 19 4.34 2.35 4 4.500 4.260 0.120 19 5.62 1.49 Calculated using Standard UL CR formula,Category VIZY,www.ul.com Chemical Com osition max% : C Mn P S Grade A 0.25 0.95 0.0 5 0.035 Tensile Re uirements min : Tensile Stren th ield Stren th Grade A psi (MPa) 48 (331) 30 (207) Note i:Specifications are accurate at revision date on this sheet. Contact I side Sales for further information. 1100 North Steel Circle Huger,SC 29450 • Ph 88-275-7006 843-336-7000 • Fax 843-336-7053 `vww.welde tube.com IS0900 •2008 !=cuaiur��i��.±o;;,�c ISO/TS-29001 ' P �� RI��.�� SChedule 40 Steel Sprinkler ipe Welded Tube-Berkeley ERW steel sprinkler pipe is made in the U.S.A. to highest standards for use in fire protection applications. The plant is strategi ally located in close proximity to one of the largest steel producers to ensure a continuous, hig quality supply of hot rolled black steel. Schedule 40 sprinkle pipe is offered in NPS 1"—4"to meet or exceed ASTM A135 and A795 Grade A standards and is UL Listed and FM appro ed (300 psi max work�ng pressure). �J� F M Product Specifications ' • 100% Nondestructive eddy current examinatio is performed in-line. • • Destructive flattening tests are performed on th front and back end of each coil. • Standard pipe is available in 21 ft standard len ths; non-standard shorter and longer lengths . are available upon request. • Product identification consists of continuous m rking on the tube and a bar coded bundle tag. • Sprinkler pipe is given a protective lacquer coat ng to deter weathering and prolong shelf life. • Sprinkler pipe is stored indoors until shipment. • � Tests reports are available upon request to de onstrate conformance to requirements. • Available as plain end. • Available as Hot Dipped Galvanized product, U Listed and FM Approved. : f . , . ,, _ . ,. - _ � � SCHEDULE 40 - _ . . NOMINAL(inches) LIFT LB PER CRR SIZE.�-�� ,:.OD�;-�;'�:' ,. - ID,. �-:=_1NALL =;'. COUNT .� =FOOT :�- , : _ —� 1 1.315 1.0,49 0.133 61 1.6$ 1.00 1 i/a 1.660 1.380 0.140 61 2.28 1.00 1 '/z 1.900 1.610 0.145 61 2.72 1.00 � 2 2.375 2.067 0.154 37 3.66 1.00 r 2'/z 2.875 2.469 0.203 19 5.80 1.00 3 3.500 3.068 0.216 19 7.58 1.00 4 4.500 4.026 0.237 10 10.80 1.00 Calculated using Standard UL CR formula,Category VIZY,www.ul.com Chemical Com osition max% : C Mn P S Grade A 0.25 0.95 0.0 5 0.035 Tensile Re uirements min : Tensile Stren th ield Stren th Grade A ksi (MPa) , 48 (330) 30 (205) Note 1:Specifications are accurate at revision date on this sheet. Contact I side Sales for further information. 1100 North_Steel Circle Huger,SC 29450 • Ph 88-275-7006 843-336-7000 • Fax 843-336-7053 www.welde tube.com LSO 900 •2008 Lcno�o�r.«��c>>_;�10 ISO/T5- .9001 . '�„��,., t��;s�,:,�.-,�-. -,.:- -�. - 4 � =- =� ._� ti;�k�1,�.+ r,�f�, 5� r{ �� " ,�:. f,� i � '~�� :�,� 7 �, 1 -_- !'� � `��} _ e��. t,�4 f�l• i."7 d�c ., _ :- �: 4.� ( ( i r`� t.: j r -' �:. �: r y r��s `�i�,/'".. �e;. f ;�� r��/ n?.m 4� ..1•�- �t _J�:� .—� ti:�>�.�'." . ,��;.g'°??;,�:. F'��ti.ngs and �lange`\s`��. .,,,�6�r,;,�, .� 12600 CARDINAL MEADOW SUGAR LAND,TX 77498 Toll: 888.999.3588 Fax:281.275.3995 , 'jTTT-'"°,.„ •;YP, r.pT` _ _ '�-_T.,r- ::�; - _ �.-....r..r_�.m�.n_ry.........,4:iz:-+.. __ _ '-- :i^ ' mr - - -�i,� ^�� i:� r3'� - - =ti:..' w4 �� - - .?V t� _ G "�•� "r", E I 1 ATI N - _ - _ - - - - - - _ SP CFC O S - - - _ �Y.,. sa_._... �__.�... . _ .-�. .��- - -. - , ,_.._._�.�� , _�. .w �� __.....�� _��__vY_,��=...�_.s.L.w_;�-��.�_d.a._��.. ___ MALLEABLE THREADED FITTINGS�:s ALL MALLEABLE THREADED FITTINGS MANUFA TURED FOR AND BY E,6FyxF�� FITTINGS 8�FLANGES�CONFORM TO, C MPLY WITH,AND ARE MANUFACTURED TO THE FOLLOWING STANDAR S: ASTM A 197- Standard Spec for Cupola Mall able Iron ASTM A 153- Standard Spec for Zinc Coating (Hot Dip) on Iron and Steel �� ANSI B 16.3- Malleable Iron Threaded Fitting Classes 150 LISTED . ANSI/ASME B1.20.1- Pipe Threads, General Purpos (inch)NPT Q Dimensions: ANSI B�6.3 CLASS 150 � Coating: Bladc-no�e; alvan¢ed-Hot dip perASTM A153 �Materlal: Mallea6le Iron perASTMA197 �Threads: PipeThreads,General PurposeASME 61.20.1 � --z ... „,;..t, -�"'----��.°e- -- - - �:«c-:.�:'�-;,,. -- _ _ - - - "='�'.:*?""';."^..;'�._-�....�.,,..�- _n-r,.-...e-..,-e... l:<'- .._.��......::1,.�...�._....—_c__ _-=....r.�Y. - - - - -_ - ,...._..__..a...'�__ _ _ _ -,�__.......° - •;�a..�t DF5C71[Pi[ON t^3-"�—.�� D6CR[PTInV R:,••,�,•�,r�,�,,• n�scxmr[o�c:x��:�,.-��:, n�sa�no� - �r��-s DESQtIFIIOV!?'r,.u.-..�.-,-,»�,-,�,-n DFSQtIPF[ON r-�.->.---�-�r--r-�� tALLE1RLE i7�roN tiI.1LL&161.�Tf�x�anm i� �11LLE�RLE S��iT 90 ��CRO sD� �i,'1LLEABLE T�uc��ntn 90 '►1.1LLE�16LE Cou[�r.[Nc — �� ._ � �' t - � I:, r - i _ r ��, �It � : D6CRIPIIOV L.w-^°'�'�-�"�=�-+ U6QIIFLIOV r�'�.^="-=-''- '^; DIIQtIP7[0�C�a&°�.�,'�..:.�"i_ D6CH�i[DA�•-*s^�..°`"°^"^^" DIIOiIPT[0\E^�;�='�'�!'=^�=., D6Qi�I[OV ^-�--�a �..a. •e.^Y:.�;am.r. - Ai11LLE,IBLE BusNtNC AI�I.LEIBLE Tnrseancn�S �iALLE�BLE I�nocmtc n ![aI.LE16LE Rcnucr.rvc �1.1LLE'll3LE 3D Rm[unc �i.'1LLEiBLE E��nns�ov COOPLING � BLKn ��_�.__--�—__n ,.l � - '� \\� l ��,, �� - - j � ntsauenoy�.->�..�:a� n�saurrro:�t° ,�---�--°---^�:-� mscn�no�c�..�-r._.�..°��. nFSCxmnov�,�:.`-°-�-•-�w.�7 �t1LLEaBLE G�r !LtLLE1BIE F�oox F��ct }t.1L1EABLE P[.U� �LU.LEABI.E Hc�LocxTtur � �� r'"" °7,� -<e:- "ri,, - - _ - - - 'S, r - - _ <r'�-,�z�z,.r;-� -- - - - - :,;r."°' - 4,.y_,,.�..- _._...:`.i:�_..__._,..�...........:......._...,.,, ._.�.�_.,.._...,._. ...,...=.�.J_�_._z._..' '. "_ _ - - � . ... - � ' _ ..� �. W ..,.�� ... .e �..._.�....v�..�_v...�.�.�._.-_._�...._._� _.`�_,�.w._.,...,.�..._._...�..ss_�,t`��..;.�r~.�.._...c,. FIELD INFORMATION t...;_._.��= - ,.�.�:,��':°"°° �_- >.r�.;.=—- :�"°;;�:�-'-�- . -- -.,� _ �-�-;{.-;-�-��,; CONTRACTOR JOB LOCATION ��J l'�f�r��,�.'�:- ��:��a�� . , ' ` I �zF�-.-.,m.��a �� , ��, _ �-�:-�.-:, ,' l^'.Y?,:.:,�'i 1 �� `r^t�=�y�a % � - ,_`.=�` : r. Nyti�; / � �°'s-�_?�•;1 � �f' � �r:�;;��'`:.� ; �.� '/`I .., �--��:=-.�� ,-� F� ��.,. �F..a �� .�� — - i _� � _ _ t��iE'�. -�}=:,Y1 ti . ��'=.,,t�,,;ttf �:;;�,`,;;1 � � z rc. \ • i� f` �', {T 4:-., ��. � � � ; �.`_• L7 Su: ,�1 '�� a ��!'%�o '� --� --- �\�' � f� r� "�',. . �` f' t -' ' � _.F = ..i } —k}z ( �',�� _`��..,.� - � /� �- � � � �>�' `.`i } 4 r. �� .� r M:. 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'_ _ ' _ _ ' - _."F:_:n` __ ' f�:�_%rh�l:i � - - -- '_ - _ "_',«'J,.:?`_ " 4>.`-n t.is`�' S PECI FICATIONS�,��.._�.�_.�..__�°:��..._,��..._ .�...�..._�..ti�w�'��___..:__,�_. �:, . . f:��..:,. «_:_ �:..i . �:_-�;�.;,�� ~•f:;� Rti�4 �i}`i F 1 THREADED WELDING OUTLET (UNI-LET) 6.� �=�:��::;` � ��: �._„ ALL THREADED WELDING OUTLETS MANUFACT RED FOR AND BY ��:�`."3i, ��;;�'s�� FITTINGS&FLANGES�CONFORM TO, C MPLY WITH,AND ARE � � MANUFACTURED TO THE FOLLOWING STANDA DS: �3F�;'yl;�, �=::-y�'�;�:� ASTM A 108- Standard Spec for Steel Bras , Carbon, Alloy and Coid Finished f�� =� , Ic:..,,'?..::;, ANSI/ASME B1.20.1 Pipe Threads, General Purpo e(inch) �'=�.°��:''' ►` : A; �-��;. BS93: 1951 Pipe Threads, British Standa d Thread (mm) � :." _;"i�.�� 'HREADED WELDING OUTLET (TEMPLA E) �;;i� "� "��`t ALL THREADED WELDING OUTLETS (TEMPLATE)ARE MADE OF HIGH �� .�'`��° POLYMER. �,:;> =�� r;., -_,? t°;� �`° �Y`�� TEEL IPVELDIPIG FLANGES �:;� �=�".'.-'_f, ��.:_.,,�;; ALL STEEL WELDING FLANGES MANUFACTURE FOR AND BY �,3°-"`�`` ��:*-ti>��=�E FITTINGS �FLANGES�CONFORM TO, C MPLY WITH, AND ARE `'=�� '�' , MANUFACTUI2ED TO THE FOLLOWING STANDA DS: ASTM A 105- Standard S ec for Steel Bras , Carbon,Allo and Cold Finished �t�:�°��'!`'�t P Y �•-.�. �.i� :�; ANSI B16.5- Standard Spec for Pipe Flan es and Flanged Fittings ::�4�-`,� j =.� �� "�`� �`�� :` GROOVED WELDING OULET �`"~' `�'� '� �� . ::�.,�� --:_ :, AL.L GROOVED WELING OUTLET MANUF'ACTUR D FOR AND BY r;;��: ; �,��43:�;.1� FITTINGS 8�FLANGESo CONFORM TO, C MPLY WITH,AND AI2E �`�'' ;"i:�:w:,,:; M�.NUFACTURED TO THE FOLLOINING STANDA DS: `� �' �� s;i ASTM A 53- Standard Spec for Pipe, Ste�l, Black, Welded �.�`:_; �--� ANSI/AWWA C606-97 Standard S ec for Roll &Cut Grooves ��° e P r�.,�� {�-.�='�°; ANS1B36.10 Standard Spec for IPS pipe s zes �;�.,�, �;; ��`"' ,' ��.__., ;�.a . ...�;�...,-.,;...�,_-.y.�^��.,-_�-�.;�...,,�,> - m.-��t;:-•,eyr,- 2`-m'; - �;c-:s^n`Q- " - - - >-:r+°-- - - °';.'�a . ^r,"`--'=-�<......, _, � -�.:..n,., ..::r �-•:'T'}^4�:;.�v_. _ _ - _ ,-'fi.�„�;:r.., , v. � .�._�,.. 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UNI-LET� 'f,,,,� Only three 1°outlets are required to fit headersi es up to 8° �.`� Simplifies and reduces cost of inventory WELDING OUTLET �a Reduces stock numbers in inventory by reducin inventory cost � Only one Ya°or'/�.'outlet is required to ffi header s¢es up to 8" � Chill ring ensures proper posiUoning,speeds au omadc welding,and helps prevent bum or weld through Fm C u� US YPROVED --_ - �r+-...^�l�...i..^-^:rmm _ �-.�j�e - _ n,•��^iR��i,-"v.,�-...-...» -.�-p•�.^ - r'P.^'" ' - ^�^r;`�-,-.--� ,.�-TM _ �:'�.. 3�..�.� - " .4' E'_" ��e'��_'...�..�w�....t.��i..�'.I'�.'.[._.. _+�v..t...v�.a..� e..:.w.v�.-.+d_ikw..........�...✓...e�...��x:tr.'.�..' '..°..'�'.1:..�>�..:.`.SS•n:.�"� .�.ai�.,...�i�.u:C:A'":: ..�_,.. - . - « .. .... r -.r - .LF�.:_.......�.r.�.��_.... DESCRIPTION = _ _��:��:::::�°�_ ,,.�, �"�,:-�,°,,. - - -�:.�.,:=.�;:�:�r_.., _ _ . ,�. h t. _ ��,.�:;�.... ..�,:�::, iTNI-LET i _ :J�;��y:, i . fBRANCH PIPE � � MACHINE i �= ` / � FACED i '�; :�a; A // \� `a? C � ;�;.��•`:r� � `tr.'; �:e;. VIHY WELD E 1 + � 1'�;�•= D \ � B G-� \ / h� F -�I HEADER � �� . �unit/in. �;Threads are cut in accordance with the require Ls ofANSI 6120.7,National Standard for Tapered Thread `,NOM, - `NOM' 'r.- �-�r� '�-F - - '.TAKE�OUT'�;��'.;INSIDE�:�`` �OUTSIDE -_OUTSIDE`:� "i MA - - - - `•"=fi' - ,.�- _ ,_HOLE:; KE.�< _ ,�;`r,;;`�ai . �; - - 'ITEM;,; ;:;> _;,,;. A°°3;� ;� ' � BOTTOM��'`"'s' �OUTLET.,.,�.�:.,HEADE,R��-:.. ;��`".; �-`` . ,F;LENGTH" tDIAMETE_, ,, DI%A1IAETER -. :-.SIZE � �',;:;UPr.,.,; ,::��.:, _. .. ':;;SIZE � t '� ;,SIZE' = ITEM CODE� , a, . =:.�,ry, 'DIAMETER �� ' = � • ��i�. -t � f �_ -� � . . _ ,L� F` . , . 'a i.. WT� .A` , .� g. _ � ,.,C ; �,'��.�D h`� �E'. -,F �G�: .H°�= � .._ ,. ... � �. - . ,.-. . 3 ._,_ ,. . -, _ Ji . . -..., . . :'9. � ,,1/2 1 1/4-8 UL001 N 1.063 0.700 1.063 �0.858�� Y 0.875~ 0.531 0.1 3/4 1 1/4-8 UL002N 1.125 0.900 1.315 1.055 1.063 0.562 0.15 1 1 1/4-1 1/2 UL002.5N 1.250 1.145 1.570 1.300 1.313 0.593 0.2 1 1/1/2-2 1/2 UL003N 1.250 1.145 1.570 1.300 1.313 0.593 0.2 1 3-8 UL004N 1.250 1.145 1.570 1.300 1.313 0.593 0.2 1 1/4 1 1/2-2 UL005N 1.375 1.480 1.900 1.605 1.625 0.687 0.4 1 1/4 2 1/2-8 UL006N 1.375 1.480 1.900 1.605 1.625 0.687 0.4 1 1/2 2-3 UL007N 1.625 1.610 2.105 1.735 1.750 0.937 0.5 1 1/2 4-8 UL008N 1.625 9.610 2.105 1.735 1.750 0.937 0.5 2 2 1/2-3 UL009N 1.750 2.067 2.620 2.192 2.250 1.062 0.8 2 4-8 UL010N 1.750 2.067 2.620 2.192 2.250 1.062 0.8 �;;;unit!mm. �Threads are cut in accordance with the require ents ofANSI BS 21-,Bri6sh Standard forTapered Thread ;;:�:NOM';;;`;.'• -- NQM ; ; � ''•; TAKE OUT_ , `INSIDE'+. � OUTSIDE -OUTSlDE� _ �HOLE�:� MAKE�;; ' �=� ;,',;OU:fLET;" ��,HEADER� ^ �TEM�:=CODEs"�.r;LENGTH �DIAIVIETE �DIAfVIETER ;. BOTfOM-� ;SIZE:,°' �U.P,,;_ � .�TEM�''� r .-SIZE, v� _ SIZE.,':.';.,:, '� �^ ��'� �: '��:::.• ,; � _ DIAMETER ' _. � ,. �(y�"_r:. A - ' B, _ ' ., -, n,.0 :;p,; . , . :"=E, � �;F , '`G H.;: . 12 32-400 UL001 27 18 27 22 22 14 0.1 19 32-400 UL002 28 23 33 27 27 14 0.15 25 32-40 UL002.5 32 29 40 33 33 15 0.2 25 40-65 UL003 32 29 40 33 33 15 0.2 25 75-400 UL004 , 32 29 40 33 33 15 02 32 38-51 UL005 35 38 48 41 41 18 0.4 32 64-203 UL006 35 38 48 41 41 18 0.4 40 51 -76 UL007 41 41 54 44 45 24 0.5 40 102-203 UL008 41 41 54 44 45 24 0.5 50 64-76 UL009 45 52 67 56 57 27 0.8 50 102-203 UL010 45 52 67 56 57 27 0.8 ,�,,, ��,��rs��':�F. ��`��- L: ............7 Fl......o�-�_, � �._.,r_�,. _—�=4,`�" __ _ ":5%'r .':-'�._ �.-..Y•..-.. _—i>i�i _ _ _-YT'c....�:.�^t_ .�_-'i�?-..^. __'_F::.— - - '�`i@;FNl -_ — - _ - ' �l...;%i',a;._�-- _ -- a: - - - - - �i'' - _ - - .2.� - '+:j`' - ,. .,•:. ., , -,. � 'ii - ^:9. �%SM� .t _ " _ ,";' �, ;;:, :r';. ..�. .. . ... � �, . , °.:_„ ...... .... - �rr:"i - -:/;:��'� - - - ,r";2:''. ��..a .,.-.�:.,r ' '' : _ - — _._ -... - - - _:. ;;.. .., - �., ...._.�, ., _ `.",...�:.s._.. .'' " �a..:;_.r-:.-�e..a.�� '.- :.,�� '°:;.��`'-'` . _.�___._..� _.._,�L...__.._.-�__-..1....�....w.�_� - ' ' '- - ' .-<-� ,_:_.a:_..J__.�...d.�._ ..._ _ '...,."� _ ' _ . , ... .. .,. .,- ,.r..`.,, . ...- ,.�. ..�.y.c, .-.. �.:-.. . ., „.... .,......y,.z�.�,.... _ . . . . ... . . �.�c..�_ .-.,,,_,_�....�: . .. .,n�,:=�-=�:_:.:,.x:�. -. ` ' � All templates are made by high temperture polymer UNI-LET TEMPLATE WELDING OUTLET �..,..:-�;.--;,---�,.—�r.:—..,:,-,..,.. ----�.:�.s ��.n - -�f.r-,�y. �-�-,:�...,�,T._�� _.,..m. ;7�:� �y.•�°.;,f��M,-,-,,,.,—.-, _ --;r-�, �,�,.._.� k:.�,-;"„=� .e.�i,.:....:..3:�.m_,..,.,,�.°._,.:3:«c..r.a...,_.e�..,:i.,.::L.�::.:i`'.�..,..��z.s�l�.:_.,e......_..,�.....,�..iY.�._�.a:��..'e...y.:s..�`:te:4..� �"��.;.''.,�^_ •...,e��-..e.acc:.:u=uta,a��.::.�.:Wid�Lr��..::;.-`.d.:;a.,_,,...».�..�..�.._. DESCRIPTION C�`-°T""�-_'= .4� t�� :>:Nx.�.,;,:.�°�' t �;,.. - - �.s.�..;>:��_.� ;;:�_.. ��.� UNI-LET TEMPLATE - _ - -- - �z�- = - �- - C D E a--i A '` B 'I � DESCRIPTION:1/2,314 81 _ . _ , . _,_._ � ..- -.-___..��._._�.._..- ----- - -------.. ._ ,...------ ---�-- _.___,_ . . ._._ Plasma Cutter:Thermal DynamicsTM' Plasma Cutter: MillerT"" Plasma Cutter: HyperthermTM' ITEM CODE: ULTEMP1 ITEM CODE: LTEMP3 ITEM CODE:ULTEMP2 [,-'1 DESCRIPTION:11/4,11/282 ----._._.... ___.._._....__._. ,._.__. ......_ ._.. _.....__.- - ___.. ..____.-__----` -- __ ----------- -_...------- - -_._...--- -- - Plasma Cutter:Thermal DynamicsTM' Plasma Cutter: MillerT'" Plasma Cutter. HyperthermT"' ITEM CODE: ULTEMP4 ITEM CODE: LTEMPS ITEM CODE:ULTEMP6 ._ �'ITEM. -. ", -.s , , , - , - ITEM , �,SIZE ` ,. ,;CODE _ ��DESGRIPTION�y A - ' '=B C . D � '.E ','W.T. TxERr�r;:DYrrarucs . _ . _- . _ _ . - � ` - - 1.000 ULTEMP1 1/2,3/4,1 9.25 1.00 1.81 2.02 2.24 1.00 1.000 ULTEMP4 11/4,11/2,2 * * . * « * MII:LER _ . , � . . 1.080 ULTEMP3 1/2,3/4,1 9.25 1.00 1.88 2.11 2.33 1.00 1.080 ULTEMP5 11/4,11/2,2 . * * � « * HYPERTHERM. - _. t? i' . 1.125 ULTEMP2 1/2,3/4,1 9.25 1.00 1.94 2.15 2.40 1.00 1.125 ULTEMP6 11/4,11/2,2 * * * * . . � 'Please see www.unrquefittingsandfianges.com for update specifications. � Therma!DynamicT"'is a trademark of ThermaDyne� � Miller'*'is a trademark of Miller Efetric Manufacturing Co.� � HypeRhermT"'is a trademark of Hypedherm Co.USA� ;i,, �t� �-_I.°�`��{:��-EC-��_::�:, L:�e............1 F1......e..'-�..z,. � ,�:::�_,r • r:.. ��^-'- a..."-°.-wx�.-.�-�;. - - - °al;.` F,�;;�S,I,h�%'=_ -r`�du;. - si�fei��';i;s�;,!k�3�;�s:':i��G��,r=vr;�`e'�- r_ .4' t�� ''_�yt*^rooy, y� /� �►7 L. ,.s':r� °:':;,';,:�:r�,.,.-� ;, ..,.q.�;;;::-,�.�;;r°:c.�y� ��•"`'`�'_"'�'' U5 �--g � ) 1� '� ✓i" ,(''�tY`�'� `C�?'Y,;c�;'x.;�"-'�'� � r ;�,,_ 4.,cy�',5� -�,�,; ��'`��j v� G7 ��R J.'�� l/�l Y�� .1 n zt 1•Y'�l "„�'.��H',,",.,.�,u i;'ES^P`(f"'i; 'ks'rx:', �n' '�s...��r � p, ' . .y�4..��y�a,11�...L.'ijj�,� ,I' Ry�3 • � ':?i9� z �' `,.T:/h.d;�'_P�c:;� �J �,�.,�'`pN�i:�+��t �:'�'S5 '��'u�'�i'If� # �t.._ f't�;. 4.,r�, �'e^y';'v '9��'i5�, ",t '-,�x U,N!iiu�-R. �n.' �'r • A,Tyco/niemaiiona/Coinpany , r '� ,�,:,: i�; �r;�,Ls. � ,f��-.;w7,,;�?w��;�= � `� „ ��lJmll::,.df:: .��i:s':,va�..L�%. Fa.,`�'at_.:s ..JY:, s+- ir��- C UL US �Lp�$:; � VC�S ��'I��P d k'�� '_ ��a�� i�� usrEO `�:> c� aFa�m��n For Fire Protection pressure rating,listing,and approval information,refer to page 3 or visit Shurjoint we6site, The Model 7705 Standard Flexible Coupling is a standard fl xible coupling �v�.nv.shurioint.comfordetailsorconhctyour for use in a variety of general piping applications of mod rate pressure SHURJOINT Representative. services_ The model 7705 couplings features fle�ability that can deal with �;;:�-�-;�w._ `,�,•_-,��':--::�., misalignment, disfortion, thermal stress, vibration and noise nd also resist -�` '��°_<<-'��;.`=?�.U�r��-;<-;«�; seismic tremors. With the use of Model 7705 couplings ou can even _..��F,,;.�'""'`��'*`��`�;;':�,��,�F��=_�,;.�, ,��-.:�.:, design a curved layout. See Typical Applications - Fle�ubl Couptings on ,�,;:�r^; � �� ,��,_;,, ;�� Shurjoirsf cut sheet#B-19. , °:::� �`'��#ir°�`�` �� vr.'`.1: `��w;�;�,'�r.�:�;��w.s.' i;�s,At, �.$�� All Model 7705 couplings are comprised of iwo idenfical ductil iron housings '�:�`��;x�t ``�"�`� `"� �,i;�s�St;Fr: i�yg-r -"+ �;� se ments, EPDM rubher asket and plated track bolfs & uts_ Housin s ��"`"°' ' �� '', ,'`'3�r..�:�t �"�'� 9 9 9 �,�;{.t; ,;`;�;��a�'��` segments are supplied with our standard painted finishes, i.e. or3nge or �.;�_,�,_ RAL3000 red. Optional finishes such as hot dipped zinc alvanize� and `�;<:��:;;,,s, �: :-'"�'' cusfom epoxy coatings are available. Y``��.�aS�;��""`� � 7705 couplings should always be installed so that th coupfing bolt M ' pads make metal to metal contact ��s��r�-T��pa��fl�a� . a � � �'4' � o `o . ,t., �,,,�w� t -•_-; +w ,;�Y• °r .. '�. -� µ >, :,,, � �ig-�� e ' '��'�' ��{ � ' '� �e '�':1 �i,�� -u.� ,t ,�SE�$.. Class 150 300 psi @100°F EPDM:230°F/110°C � 20 5ar�ss°C fififrile:180°F/82 C o ing pressure is ase on ro or cut-grooved standa wa ca n stee p�pe. 'Proof test pressure:1.5 times the working pressure,non-shock cold ater. "Burst pressure is engineered minimum 3 times the working pressure U�� s'�� a�� fi�� n�--------- -, --i �- i � , f i i ,.: x, � IF�AR• �Ti ' �V`� , `�;'�;{ L.9ttl9O'S�&3 .,_;. ;i? ;i °; WAR6tA€di'i! �€;;•y , � ; !:'':� Fulln-aIIantytams � .};��,:, q ,r��,� E,n can be found on y,�,' `t�a�+; 5 �+:�:1-�;' „�i:;�, ��i irlvwshurjointcom � ' $?fi �s ,,�'t,,,..?�."l'. `7'iG - a+^a,. �... ° �- �. -<t• sr.�Y' y. .��{:;p�i}"'� �!n �y _.B�q �Nj:�S��q>:Ye ,(h t�t+;14�. ��12'" _.`,!} J' ?' d?T�i X>' �. ... 1a :!z w3! '"Y' -�:�4: � ' 1='�..:�'-.r:� °A '�r�§�}.V��'��, `�, t.�� .'Y,� s�� Z+.� 'T:�`f�f.w"'{'{'.�'i��'�F�V�scr�^"�iS p1' 1• � 5C .3 '�,' �v.� '�n� i� a {� y'4 � 0 ^f`"F�� {:' 6i �m D Ca � �. ��E9''� &j��'`:"�-�"�" 'a��4.��,vv„'`' ��i�..'��:� �' �..5. •��A�*'�.�`m.. ��°f�{��_ i;�� Sl`.' �J'.�{S., i;�'Y ��1' .ir'� 4 ��fruu 4 v'Fi�::«, ti�.. �{i'v.r�. .;st 'i. �:'�• Niax..n � fllla�c. ..Axiai ngular Dimensions Ptom. Pipe Working End Qisplace- ovement Bolt Size O.D. Pressure Load ment De .Per Per Size YNeight Co pling Pipe A B C mm mm Sar kN mm (°) mm/m mm mm mm mm Kgs ;t =-y - _ 25 33.7 20 1_75 1.6 96 57 100 46 M10 x 45 0.6 i ;._'. .;�;� =10 C.9�� 5 -3�• 1'a.� '2" 3^4 1�i :% 32 424 20 2.80 9.6 76 66 903 46 M10 x 55 0.7 4 -20' i� i.G�Q �L7�) rJJ✓ 'l L'7..': fl.�i Z.EJ Y C'7 �.6� :X�Y' �U „ ,,,}, 40`- °48:3= 2D 3.86. 1:6_ 3._da, 6fi; .72„ 108' 46; M10rzr55 O:Z .. (%?' '�t.ITtl_ �=(I(� i:3' �J.��:.u�- . y��)'S' � .�^�.J ti ' .l`+Y:�.� .� a�_ 50 60:3� 2Q� 571�, 7:6' S3 '84" �29 48 Nl70x55 d.8 �,�� ,:` 3,�=01' ,...; ia �"��,,. .;ti; ::' :C;*F:3 >' '""2 �;.%+"a. ;fw= :;�'u«: 65 73.0 2D 8.37 1.fi 44 �99 142 48 M10 x 55 0.9 2 -30' 2� 2 n"75 ?Jv a?�' 9, L.5 s.y"u J.�9 " 76.1 20 9.09 1.6� 42 102 147 48 M10 x 55 1.0 76.1mm 2 -24' s".��C- ,'t�� ZiZtr 0?:Z.: {l,:i:' ='12 572 i3z� x2;: ["7 80 88.9 20 1241 1.6 36 116 169 48 M12 x 75 1.3 2 -04' 5v�� ;,,�Q %?e� "v.�;�9=� D?;i ;.bi o�5 ;.°� izr,i 2c, 101.6 20 1621 i.6 31 929 200 52 M12 x 75 1.6 701.6 mm .:��cr� soo ?%�o �;rs2; 1 -48' �,.?a .�.:�% �a�a 2.t�5 ;z;= 3 h ;;�=;;��; � SHURJOINT�;' a e • A Tyco International Coinpany • � � A • . e - o • • Max. Max. Axiai ngular Dimensions Nom. Pipe Working End Displace- M vement Bolt Size O.D. Pressure Load ment De .Per Per Size Weight Co pling Pipe A B C mm mm Bar kN mm � mm/m mm mm mm m Kgs !r PS( �bs ir. ir;ft in rr m rn L�s. 108.0 20 18.31 3.2 59 138 192 5 M12 x 75 1.9 � 108.0 mm 3� 24' 4.250 300 4250 0.125 0.71 5.43 7.56 .05 %x 3 4.1 100 114.3 20 20.51 3.2 55 145 19 52 M12 x 75 1.9 o_ 4 4.500 300 4770 0.125 0.67 5,71 �.76 2.05 %x 3 4.1 133.0 mm 133.0 20 27.77 3.2 2� 46' 48 16 231 52 M16 z 90 2.3 5.250 300 6�60 0.125 0.58 50 9.09 2.05 5/8 x 3-i/2 5.1 139.7 20 30.64 3.2 46 170 233 52 M16 x 90 2.6 139.7 mm 5.500 300 7920 p.125 2°-3T 0. � 6.G9 9.17 2.05 %x 3� 5.7 125 141.3 20 31.35 3.2 45 172 234 52 M16 x 90 2.7 5 5.563 300 72gp p 125 2°-36' 0.54 6.77 9.21 2.05 %x 3% 5.9 159.0 mm 159.0 20 39.69 3.2 20 40 190 253 54 M16 x 90 2.7 6.2�0 300 9200 0.125 0.48 7 48 9.96 2.13 %x 3% 5.9 165.1 20 42.80 3.2 39 196 261 54 M16 x 90 3.1 165.1 mm 6.500 ?00 9350 0.125 2°-14' 0.47 7 72 ?0.28 2.13 %x 3% 6.8 150 168.3 20 44.47 3. 38 200 268 62 M16 x 90 3.2 6 6.625 300 10340 ,125 2°-10' 0.45 7.87 f 0.55 2.44 %x 3% 7.0 200 219.1 20 75.37 3.2 28 260 350 64 M16 x 90 5.8 8 8.G25 300 i752n 0.125 ��-40 0.35 i0.24 13.78 2.52 %x3% 12.8 200(7705H) 219.1 20 . 7 3.2 29 266 343 63 M20 x 120 7.1 8 8.625 300 i7520 0.125 �°-40' 0.35 ]0.47 13.50 2.4b '/ar.4% i5.7 250 273.0 20 117.01 3.2 23 343 425 64 M20 x 120 8.2 . ?0 10.750 3 27210 0.125 ��-20 0.28 13.50 16.73 2.52 '/e x 4'/< 18.0 300 323.9 20 164.71 3.2 �o_08, 20 390 467 64 - 10.8 12 12.750 300 38280 0.125 0.24 15.33 18.39 2.52 %x 6% 23.8 200 JIS ?�6. 20 73.45 3.2 �o_42, 30 254 348 62 M20 x 120 5.8 16 300 17080 0.125 0.36 10.00 13.70 2.44 %x 4% 12.8 250 JIS 267 4 20 112.26 3.2 �o_�, 24 337 420 64 M20 x 120 8.0 i 0.528 300 26100 0.i 25 0.29 13.27 16.54 t".52 %x 4% 17.6 ��S 318.5 20 159.26 3.2 �o ��, 20 389 478 64 - 10.3 12.539 300 37030 0.125 0.25 15.31 18.81 2.52 %x 6% 22.6 *Deflecfion or angular movement is the ma16ximum value that a coup ing allows under no internal pressure. All DIN size 7705 couplings up to DN150 size and the DN200 7705H oupling are VdS approved in addition to cULus and FM approvals. fU9A1'��lA� SPECa�IC�T'90N� ° HOUSitlg: Maximum Temperature Range:-30°F(-34°C)to+230°F Ductile Iron to ASTM A536,Gr.65-45-12 and or ASTM A395 (+110°C) Gr.65-45-15,min,tensile strength 448MPa(65,000 psi). ❑ (Option)Grade"T"Nitrile(Color code:Orange stripe) Recommended for petroleum products,air with oil vapors, 0 Surface Finish; vegetable and mineral oils within the specified Standard painted finishes in orange or RAL3000 red. temperature range. Also good for water services under ' ❑ Hot dip zinc galvanized(Option). +66aC(+150°�. ❑ Epoxy Coatings in RAL3000 red or other colors(Option) Temperature range:-29°C to+82°C(-20°F to+180�F). Do not�se for HOT i�IATER above¢66�C(+150�F)or � RubberGasket: H�roRVa«�bove+so�c�+�4o�F� To assure maximum life for the service intended,proper gasket selection and specification in ordering is essential. Failure to ❑ Other options:Grade°0°-Fluoroelastomer. select the proper gasket compound may result in personal Grade"L°-Silicone. injury,property damage,joint leakage orjoint failure. For additional details contact Shurjoint Grade"E"EPDM(Color code:Green stripe)Good for cold& ^ BOItS& NUtS: hot water up to+230�F(+110°C).Also good for services for Heat treated carbon manganese steel track bolts to ASTM water with acid,water with chlorine,deionized water,seawater A449�3a(orA183 Gr.2),minimum tensile strength 758 MPa and waste water,dilute acids,oil-free air and many chemicals. (110,000 psi),Zinc electroplated,with heavy-duty hexagonal Not recommended for petroleum oils,minerals oils,solvents nuts to ASTM A563. and aromatic hydrocarbons. �� SHURJOINT� ��.�`,� 1 � A Tyco/ntemational Company ' '��''�'`� LS�TIiiIC�S/APPff2O�i4LS The information provided below is based on the latest listing and approval data at the time of publication.ListingslApprovals are subject to change and/or additions by the approvals agencies.Contact Shurjointfor the performance on other pipes and the la est listings and approvals Standard Pi e . . . � �� . o �e . - . mm/in Bar/si Bar I i bar; Bar!si mm/in B r/ si bar Bar/ si mm I in bar 25 20 16 _ 125 20 16 20 108.Omm 16 1° 300 5'/="OD 00 3D0 1'/.° 15 00 16 - �� 2� - - 133.Omm 16 40 12 20 �s _ 150 20 _ 20 159.Omm 16 � 1Y:° 175 300 6'/:°OD 00 300 50 12 20 20 150 20 � 2' 175 3Q0 �s 300 6° o0 16 - 65 12 20 200 20 20 2%z" 175 300 8' 00 300 65 12 20 20 250 72 3°OD 175 300 16 300 1�° 175 80 12 20 16 20 300 12 3' 175 300 300 12' 175 100 20 20 (7705H) 31 4" - 300 16 300 200(8") 450 16 - Special Pi e ' .- - . • .- , �'.- . . , ._-._- .;':rcULus ;:FM::�� a.,.- , - 'cULds- _ ,.-...._ _ . , ; �� . =,'cs�Sch.-= �,. �in�� %;� __ '$ch.', iri,- : - -Sch.`- _ � 'in�� _ _. _ i" 'si' i - i_� BS1387 M 1'/<"-6° 300 300 XL 1%4-4° 3 �Fi Thread ` 1"-2° 300 DF1SF' 1"-4" 300 300 FLF 1%a"~ " 175 FF 1'/a"-1'/z" 300 DF' 1'/<"~4" 300 300 S . 12° 175 WST 1"-2" 175 EF 1%:"-4" 175 Sch.10 10° 175 U Edd 1°-2" 175 EF' 1'/<"-3" 175 FLT 1"-1%' 300 TL 1°-2" 300 EL 300 300 SPS 1%;-3° 175 WST 1"-2° 300 - 1"-4" 300 300 BLT 1"-2" 300 SU 0/SuXL* 1"�3" 300 DFISF�1°cULus listing is not applicable. XL-11:1"cULus listing 8 4°FM approval are not applicable EF:4"cULus listing is not applipble Su40/SuXL 2-112"FM approval is not applicable EL:1"cULus listing is not applicable. 5 refers to Listed Schedule 5 steel pipe. 30 refers to Schedule 30 steel pipe. Intemational Forest Products Inc. BS1387(M)refers to British Standard Medium steel pipe. ' SPS refers to Listed SPS Flow steel pipe manufactured by Yieh Phui Enterprise DF refers to Listed DYNA-FLOW steel pipe manufactured by Allied Tube&Conduit Co Ltd Corp. BLT refers to Listed BLT steel pipe manufactured byAllied Tube&Conduit Corp SF refers to Listed Super-Flo steel pipe manufactured by Allied Tube&Conduit Co . FF refers to Listed Fire-Flo steel pipe manufactured by Youngstown Tube Co EF refers to Listed EDDY FLOW steel pipe manufactured by Bull Moose Tube Co. Ultra Eddy steel pipe manufactured by Bull Moose Tube Co. EL refers to Listed EDDYLITE steel pipe manufactured by Buil Moose Tube Co. TL steel pipe manufactured by Central XL,XL-II refers to Listed XL,XL-II steel pipe manufactured by Allied Tube&Conduit WST refers to Listed WST steel pipe manufactured by Wheatland Tube Co Corp. Su40,SuXL refers to Listed SuperXL,Super40 steel pipe manufactured byAllied FLF refers to Listed Fire-Line Flow steel pipe manufactured by Westem Tube&Conduit Corp. General Notes: � • Pressure ratings listed are CWP(cold water pressure)or maximu working pressure within the service temperature range of the gasket used in the coupling.This rating may occasionally differ from maxi um working pressures listed and/or approved by cULus and/or FM as testing conditions and test pipes differ.For additional information c ntact Shurjoint • Maximum working pressures and end loads listed are total of inte al and external pressures and loads based on Sch.40 steel pipe with roll grooves to ANSI/AWWA C606(latest version)specifications.For i formation on other pipe schedules contact Shurjoint.. • For one time field test only the maximum joint working pressure ay be increased 1'/Z times the figures shown. • Warning:Piping systems must always be depressurized and drai ed before attempting disassembly and or removal of any components. • Shurjoint reserves the right to change specifications,designs an or standard equipment without notice and without incurring any obligations. Job Name: System No. Location: Contractor: Approveal: Date: Engineer: Approved: Date: Shurjoint product specficafions in U.S.customary units and metric re approximate and are provided for reference only.For precise measurements,p/ease contact Shurjoinf Technical Seivice. Shurja t rese►ves the righf to change or modify product design,construction, spec�cations,or materials wifhout prior notice and without incurring ny obligations fo make such changes and modifications on Shurjoint products previously subsequent/y sold. • y�r.c . � SHUR.JOINT� ., � g �.o , Q _ : .. � � � . m:�vshuryoint_com F��:>.. C �L us _rj,p�g,, FNi VdS �'ODELS 711� 90� �� 7�� 0�� usreo :�: �. aPVanvcn 711'i 45° �L�OVV, R�G�LA �4DIUS 7112 22��i2° EL�Ol�! 7�'�3 1�-1/4° �LBOl9V Shurjoinf grooved end fittings are designed to meet the ASTM F1548-01 and all groove dimensions conform to �"�:� ANSI/AINWAC606-04 and or ISO/FDIS 6182-12. For '�.;�?` -:<__.,, ,,� �`'�`='�'•- f� dimensional tolerances of cast fittings,refer to ISO/FDIS .�':��,,,;•, . ��;_?. 6182-12 Table 3.Shurjoint grooved fittings are cast of � -'t`'4, �`:"s•°. A:�s'.� '� '.�,��: ductile iron except where indicated(SVV). ��;�; _',,� '�:. �� .a �:�'t � T �.� Fig.7110 Fig.7111 F?i'i` � . �:�;� 4 �`� , � � f `�l .F� �, � i� Fig.7112 Fig 113 b�ATERlAL SPECEFBC,4�'�ONS • Fitting body: Ductile Iron to ASTM A536,Gr.65-45-12,Min,tensile strength 448 Pa(65,000 psi). ❑ Carbon steel Sch.40 pipe to ASTM A53 or 9.5mm(0.375") all pipe ofASTM A234 Gr.WPB. � Surface Finish: Orange color painted or red RAL3000 color painted. ❑ Hot dip galvanized(Option). ❑ Epoxy coated in red RAL3000 or other colors (Option) Job Name: System No. Location: Contractor. ?Approveai: Date: EngineeP: Approved: Date: Shurjoint product specifications in U.S. customary units and met ,c are approximate and are provided for reference only. For precise measurements,please contact Shurjoint Technical Service.Shurjol t reserves the right to change or modify product design,consfruction, specifications,or materials wifhout prior notice and without incurring ny ob/igations to make such changes and modifications on Shury'oint products previous/y subsequent/y sold. : � SHURJ�►INT� ' ° ° - e ° - ° � w�sw.shur�dintcom ._, "''�:. "°'....- �'-�� - �' �'_� � i :�,.�:�:� t.a. 1 i,•,71!'_ 1•i��.71 I; 22-I�?' Eli�ut� II-I-� E:Ihou I �"-L � ��,�. � _ �. �� c_� � i c-�: � � - _ _ _ l-f= _ L �� , �'�=, ...,�,��... � ss.RS_�cia-: � :��w!r�c.wv.� 13�. I I(f Ig.'I f 1 Ti�.7I 12 E t:;.!1 f; ' 32-I _T Gllxtitc I I I � Eillx�a•t\L��Id R(�I [(�N��t -� �(fK�tt f\�'��dC[�) � � ' � • • Nominal Pipe Pipe #7170 90o Elbows #7111 4 � Elbows 7712 22-1@� Elbows #7113 11-114� Elbows Size O.D. C•E Weight GE Wei ht C-E Weight C-E Wei ht mm mm mm Kgs mm Kgs mm Kgs mm Kgs rr, in in Lbs in Lbs in Lbs in Lbs 25 33.4 57 0.3 45 0.2 - - - - ��' )./ �L ". _. __' '_ 32 42.2 �70 0.5 45 0.3 45 0.3 35 0.2 1.2� 1.66U 2.75 1 1 1.75 OJ i 75SV✓ OJ 9.38SW 0.4 40 48.3 70 0.7 45 0.4 45 0.6 35 0.3 � 1.5 1.900 2.75 1.5 1.75 0.9 1.75 1.3 1.38SW 0.7 50 60.3 83 0.9 51 0.7 48 0.8 35 0.8 � 2 2.375 3.25 2.0 204 1.5 1.88 1.8 1.38 1.8 65 73.0 95 1.2 57 0.9 51 1.0 38 1.0 2.5 2.875 3.75 2.6 2.25 2.0 2.01 2.2 1.50 2.2 65 76.1 95 14 57 1.0 51 1.0 38 1.0 2.5 3.000 3.75 3.1 2.25 2.2 2.01 2.2 1.50 2.2 80 88.9 1D8 2.1 64 1.3 57 1.4 38 1.1 3 3.500 4.25 4.6 2.50 2.9 2.25 3.1 1.50 2.4 90 101.6 114 2.5 - - - - - - 3.5 4.000 4.50 5.6 -- --- -- --- --- --- 100 114.3 127 2.8 76 2.0 73 2.0 45 1.5 4 4.500 5.00 6.2 3.00 4 4 2.88 4.4 1 75 3.3 100 108.0 127 3.5 76 2.0 - - - - 4 4.25P 5A0 7.7 3.00 4.4 -- --- - -- 125 141.3 140 5.0 83 3.5 73 3.3 51 2.7 5 5.563 5.50 1 i.0 3.25 7 7 2.83 1.3 2.00S W 5.9 125 133.0 140 4.1 83 2.7 - - - - 5 5.250 5.50 9.0 3.25 5.3 --- --- --- --- 125 139.7 140 5.0 83 3.5 73 3.3 51 2.7 5 5.500 5.50 11.0 3.25 77 2.Ff8 7.3 2.00SW 5.9 150 168.3 165 6.4 89 4.4 79 5.0 51 3.4 6 6.625 6.50 14 1 3.50 9.7 3.12 11.0 2.00 7 5 150 159.0 165 6.0 89 3.8 - - - - fi 6.250 6.50 13.2 3.50 8.4 -- -- --- --- 150 165.1 165 5.7 89 4.4 79 5.0 51 3.4 6 6.500 6.50 12.5 3.50 9.7 3.12 11.0 2.00 7.5 200 219.1 , 197 12.5 108 9.0 98 10.0 51 5.5 8 8.625 7 i5 27.5 4.25 19.8 3.88 22.0 2.00 12.1 200JIS 216.3 197 12.5 108 9.0 98 10.0 - - 8 8.51 E 7 75 27.5 4.25 19.8 3.88 22.0 -- -- 250 273.0 229 24.0 121 17.0 111 13.6 54 6.6 10 10.750 9.00 52.8 4J5 37 4 4.38 29.9 2.13 14.5 250JIS 267.4 229 24.0 121 17.0 111 13.6 54 6.6 10 10.528 9.00 52.8 4.75 37 d 4.38 29.9 2.13 14.5 ' 300 323.9 254 35.0 133 22.5 124 18.3 57 8.5 12 12.750 IOAO 77.0 5.25 49.5 4.88SW 40.3 2.25 18.7 300JIS 318.5 254 35.0 133 22.5 124 18.3 57 8.5 12 ?2.53b 10.00 77.0 5.25 49.5 4.88S�N 40.? 2.25 i8.7 350 355.6 280 35.0 152 22.0. 127 21.0 89 14.6 14 94.000 1?00 77.0 6.00 48.4 S.00SV✓ 46.2 3.50SIN 32.1 400 406.4 305 43.0 184 44.0 127 24.0 102 19.0 16 16.000 12.00 94.6 7.25 96.8 S.OGSIN 52.8 4.00SW 41.8 450 457.2 394 75.0 203 46.6 140 30.0 114 24.0 � 18 18.000 15.50 i65.0. 8.00 102.5 5.50S W G6.0 4.50S W 52.8 , .�a ,�r�; = ��, SHURJOINT`�'. ; o ��; � a� o � o � ; A Tyco lnternational Company ��&�a7 7 920 1 �� Cusren� .^�I aF�an�im� VdS 7135 CROSS For Fire Protection pressure rating,listing,and approval 7��0 �5� LAaTERAL information,visitShurjointwebsite, www.shurioint.com for details or contact your SHURJOINT Representative. Shurjoint grooved-end fittings are made of ductile iron per A M - A536 Gc 65-45-12 and orASTM A395 Gr.65145-15. GE �� dimensions are manufacturer's standard. `� "�' � -� `��" �� _ �' �� : � . ..�.--- ,�"-- For sizes larger than 14"(350mm)are fabricated from standa - ,� � weight(0.375°or 9.5mm)carbon steel pipe to ASTM A 234 G . �"�' WPB or segmentally welded with carbon steel of the same or equivalent grade.C-E dimensions conform to ANSI B16.9. 7120 71135 7130 1'ressure-'�ern erature 6iatin . . . - . � -. . .. -. - .- - 1°-6° 750 psi @100°F „ 25-150 C18SS 300 52 Bar(a�38°C g^_�2�� 4 0 psi 0 EPDM:230° /110°C 200-soo Class 250 2g gar(�38°C Nitrile:180° /82°C si 0 350-gpp CIaSS 150 p0 Bar(a�38°C , o ing pressure is ase on connection with ro -or cut-grooved st n ar wa carbon steel pipe. � ' *Proof test pressure:1.5 times the working pressure,non-shock cold ater. "Burst pressure is engineered minimum 3 times the working pressure � YEAR; ��-� 7�ZO �� LIMITED ; 7�35 GROSS WARRANTY 7 tlJo "f�� '1��E�/"A� } canbefo�md n�ns I "' �mwshurjomt.com GLE ""� � � � - G��.i � " E } � 1 GE C-SE .�.i �,. � I t a;�� -C-E�� C-E 7130 7120 Tee 7135 Cross 45'Lateral s o - 6 ' 9 0 • � A ' � Nominal Pipe Pipe #7120 #7135 #7130 Size O.D. Tee Cross 45�Lateral mm mm C-E Kgs E Kgs C-LE C-SE Kgs in rn �bs Lbs Lbs 25 33.4 57 0.4 - - - - 1 1.315 2.25 0.9 --- - 32 42.2 70 0.7 - - - - 1'/< 7.660 2.75 1.5 -- -- --- -- -- � 40 48.3 70 0.9 - - - - �,� �.90o z�s 20 - 50 60.3 83 1.3 3 1.2 178 70 1.99 � 2 2375 3.25 29 .25 2.65 7:C0 2.75 4.39 65 73.0 95 2.2 5 3.0 197 76 2.8 2% 2.875 3.75 4.8 75 6.6? 7.75 3.00 6,2 76.1mm 76.1 95 2.3 5 3.0 197 76 2.8 3.000 3.75 5.i 75 G.52 775 3.00 6.2 80 88.9 108 3.1 OS 3.1 216 83 4.2 3 3.500 4.25 6.8 .25 6.83 8.50 3.25 9.2 100 114.3 127 4.5 27 52 267 95 8.0 4 4.500 5.00 9.9 ..00 11.46 10.50 3.75 17.6 108.Omm 108.0 127 4.1 - - - - 4.250 5.00 9.0 -- - -- --- -- 125 141.3 140 6.5 40 5.9 318 102 12.5 5 5.563 5.50 i4.3 .50 13.01 12.50 4.00 27.5 133.Omm 133.0 140 6.0 - - - - - 5.250 5.50 93.2 --- -- --- -- --- �� SI�UR,J�INT� � e ° � °� o�� a e , w�tiw.shury'oint.com ��TERBAL SPECl�@CAl'90NS • Fitting body: � Surface Finish: Ductile Iron castings to ASTM A536,Gr.65�5-12 and or to Orange color painted or red RAL3000 color painted. ASTM A395 Gr.65-45-15,Min.tensile strength 448MPa ❑ Hot dip galvanized(Option). (65,000 psi). ❑ Epoxy coated in red RAL3000 or other colors (Option) Wrought fittings to ASTM A234 Gr.WPB,standard weight , (0.375°or 9.5mm),or segmentally welded carbon steel of the • same or equivalent grade. General Notes: • Pressure ratings listed are CWP(cold water pressure)or ma imum working pressure within the service temperature range of the gasket used in the coupling.This rating may occasionally differfrom aximum working pressures listed and/or approved by cULus and/or FM as testing conditions and test pipes differ.For additional informa ion contact Shurjoint � • Maximum working pressures and end loads listed are total of intemal and external pressures and loads based on Sch.40 steel pipe with roll grooves to ANSI/AWWA C606(latest version)specificatio s.For information on other pipe schedules contact Shurjoint. � For one time field test only the maximum joint working pre sure may be increased 1'/times the figures shown. • Warning:Piping systems must always be depressurized and drained before attempting disassembly and or removal of any components, - • Sburjoint reserves the right to change specifications,design and or standard equipment without notice and without incurring any obligations. Job Name: System No. Location: Contractor: Approved: Date:, Engineer: Approved: Date: Shurjoinf product spec�cations in U.S. customary units and metn are approximafe and are provided for reference on1y. For precise measurements,p/ease contact Shurjoint Technical Service. Shurjo� t resenres the right to change or modify product design, construction, spec�cafions,or materials without prior notice and withouf incurring ny obligations to make such changes and modifications on Shurjoint products previous/y subsequently sold. 6� SHURJOINT�� r _ . ,� � a � � �� e . , A Tyco/nternational Company r%�'=:.. c �L us �:�g:; FM VdS ��c� 77 60 �� iQe� usreo °^ :a� aaaam�n �1 p p' /� ��p,� �Appe For Fire Protection pressure rating,listing,and approval 7 Asof �Yi9� �'d'�� l9tl��I� r��l infortnation,visitShurjointwebsite,www.shurioint.comfor 7160 Ei DOfl�E D �N D C�lP details or contact your SHURJOINT Representative. Shurjoint grooved-end fittings are made of ductile iron per ASTM A536 Gr.65-45-12 and or ASTM A395 Gr. 65-45-15.C-E dimensions are manufacturer's standard. �� 't, •t,�` �:b�i;:�;,;-r_ -<._,�.; � -:`.,z,tF��' �- �..�'�`t"�.�� .�5 ', � ''�'":`:�=,. :i Y-:.; i� �.a�.,� � - -�:}`;p�"�` j"'` Model 7160 Model 7160P Model 7160H Pressure-Tem erature Ratin . . . - . r -o . .. -a - .- . �^_g^ 750 psi @100°F Class 300 25-150 52 Bar @38°C g^_�2^ 400 psi @100°F EPDM:230° /110°C 200-soo Class 250 P8 gar @38°C Nitrile:180° /82°C 14"—24" 300 psi @100°F Class 150 350-600 20 Bar @38°C o mg pressure is ased on connection vwt ro -or cut-groove st n ar wa carbon steel pipe. � *Proof test pressure:1.5 times the working pressure,non-shock cold ater. *Burst pressure is engineered minimum 3 times the working pressure � �ODELS 7�60 EBigD CA�P • YEAR 7160P E6�D C/�P �IiTFB PLl1G wa RaNn�r F�u We��t�s can be faund on e www.shnrjomtcom `'� k . e��,� �� s :�.�._ �.:.,. � z�`." � Gf: ._1._1 1-1/4�_iZ•, 6 � - 0 0 0 . • o B ' e . • ' o Nominal Pipe 7760 7160P Pi e Size O.D. End Ca Plu S¢e � mm . mm E-E � Kgs mm in In n;m rr Las ir, 25 33.4 22 0.1 — i.3':1 i;,&.' U� - 32 422 25 0.15 — „e cC, ,C: "�3 40 48.3 25 y0.2 — � 1� 1.900 r.OQ 0.4 50 60.3 25 0.3 15 7 2.�7� 'G;" J 7 '< 65 73.0 25 0.4 15 �i, 2.r"� �.��; % 76.1 mm 76/1 25 0.4 15 'n?:, :i0 G� / ` �LeT��,d� ;_ • � , , � � , �COMPONENTS%i.,��\ i: - � � � , � � , � - Figure AT SIZE: 1/4"thru 1 1/2" NOTES: i FINISH: ,`' D . I 1.ROD ENDS TO BE DEBURRE 2.iTNG2A T[IItEAD �.m+,,��LxEQua�E�rs: Plain, Electro-zi c plated, Stainless Steel, & Hot Dip Galvanized x LOW CARBON STEEL MATERfAL PER ES-136: ' -rsNSaE s�crx-sa,000 rst n,ma. FU NCTION: -YiELD STRENGTH-36,000 PSl MIN. 4.ENSUREPRODUCTMEETSLOADREQUIREIvfENTS PERES1182. AttaCll@S fla�lg@ S t0 St�UCtUrBI attaCIlCT1ECIt$WItIIOUt tllCeaCllllg tllE COCj FEATURES: •All Thread Rod manufactured by Elite Components meets the minimum physical requirements of(ASTM A36 &A307) • 1/4"to 1"ATR is produced from 1006/1008/1010 steel. •All Zinc Threaded Rod is plated according to (ASTM 6633), a d meets the specification of FeZn 8 SC2—Type III • •All Stainless Steel Rod (Type 304) is manufactured in accord nce to (ASTM A193) •All Hot Dip Galvanized Rod is manufactured in accordence t (ASTM A153) All Thread Rod:Weights (LBS) • Dimensions (IN) • ength (F"f) ` •� •e •1 �� - � � : t� ■ � � � . ATR02S06B ATR02506Z '/a-20 0.12 6 50/300 r Al'R025106 ` `?"ATR02510Z ;� ' , � ' �/a-20 . 0:12 10 50/500 ATR02512B ATR02512Z �/a-�0 0.12 12 50%600 " , .;.�' °'ATR037035S " = 3/8=16 0:291 3 20/60 II� � ATR03706SS 3/e-16 0.291 6 20/120 , � ATR03706B `"� ATR03706Z; ^ ^ 3/s-16 0.291 6 25/.150 ' ATR03770B ATR03710Z 3/a-16 0.291 10 25/250 ' � _ ATR0371255 3/a-16 . 0.291 12. 20/240 ATR03712B ATR03712Z 3/e-16 0.291 12 25/300 � , � ATR0500355 ; �/z-13 0.522 3 12/36 ATR05006B ATR05006Z ATR0500655 �/�-13 0.522 6 12/72 ,� AT.R050106 ;;. ATR05010Z � �/z-13 0:522 10 12/120 ATR05012B ATR05012Z ATR0501255 ATR00512H 'h-13 0.522 12 12/144 ATR06206B ATR06206Z ' ATR0620655 5/s-11 0:837 6 8/48 ATR06210B ATR06210Z 5/s-11 0.837 10 8/80 ATR06212B ATR06212Z ATR0621255 • ATR00612H 5/e-71 0.837 12 8/96 ATR07506B ATR07,506Z ATR0750655 31a-70 1.224 6 5/30 ATR07510B ATR07510Z � ' 3/a-10 1.224 70 5/50 ATR07512B ATR07512Z ATR0751255 3�4-�0 1.224 12 5/60 ATR087066 ATf208706Z �/a-9 1.692 6 4/24 ATR087106 ATR08770Z �/a-9 7.692 10 4/40 ATR08712B ATR08712Z , � �/a-9 1.692 12 4/48 ATR10006B ATR10006Z 1 -8 2.204 6 3/18 ATR10010B . �ATR10070Z 1-8 , 2.204 _ 10 2/20 ; .. ATR10012B ATR70012Z 1 -8 2.204 12 2/24 ATR11206B ATR.11206Z � - 1'/s-7 ,. 2.805 , ` 6 �,_-� ;�:��2/72�_'� �-' ATR112126 ATR11212Z ATR11212H 1�/e-7 2.805 12 2/24 ATR72506B -'"ATR12506Z , ;;, ' ,- . 1'/a-7;;-;}r::`,-; 3.5 � ,, :`6 ` ` .- �,:;, 1/6 ATR125126 ATR72512Z ATR12512H 1'/a-7 3.5 n � 12 1/12 � ATR15006B ATR15006Z . , . ,. , -_ - ';' ` '=; �'1�/z-6 � -. , ."5.05 � ,.6�_ , _ _ -9/6 ,. � ATR15012B ATR75012Z � ATR75012H 1'/z-6 5.05 12 1/12 i `. ; �1_�T��\,.,,�� l' � � . � �COMPONENTS%Oir��,r��0 {' CIRTEp� �nnnovEn ��`� ��''�;.x'h ``•.•� � • ■ � - ,±'-i 1�tf1rU$'� �� I �,r�,:i° � � ��, ;'_ y,�� % Norninal P p� Size �and Hanger r_h �� _ �' Figure 300 & 3200 �r'?=*' Notched Insert Nut �, "j�� SIZE: �:' .�::; � , ' _ _?;,; Light Duty: 1/2" hru 8" _ - FINISH: �,. Electro-Galvani ed 8� Black vinyl coating FUNCTION: Recommended or the suspension of stationary non-insulated pipe lines FEATU RES: � �A •A keyed insert ut to ensure that the loop hanger and insert nut stay - together •Insert nut can e removed if required •Complied with Federal Specification A-A-1192A(Type 10)and MSS F � B SP-69 (Type 1 ) •NFPA standar s for reduced rod sizes for Electro Galvanized only � � G � Loop Hanger: Loads (LBS) • Weights (LBS) • Dime sions (IN) . . . . •e • � � -•• � r ,. .,... .:,.',.�..,.- :...�.... ............�:- � --��r :-i-'-� - - -_ -, ' ' - • - - - '-' _ ' _ . - - ,' - --- -- - � - �9HPWAS050EG.�,;;_,-.,.�/z: �:=�� ..�,°-,- - 300,�,.��. - �0:10:'..;-'. -'�- i 3/s - _ _.pti6,_�� ''.7?fb. _ �1?�6,.�� _s/8=;-� 9HPWA5075EG . .3/a -- 300 0:10 3/8 217�6 �11�76 1'/8 5/B ��.,_. �.., - -_ - :.,r,�:_,, . i+ z- ,�.�. - :,..ti--;.. ,,�,�.�.- , r,�,, . � ' a. _ .f �fr. . ��. , ,! n:y r� 'fi �`9HPI,NASTOOEG- ;#:��:. , .300 ,. F0:-10',.. ;��3Ja; <?u3llfi; ��13�6�,- ,_,��,�e;•, .s�8 . �'_._.,.�..:_.�,:.�.._.�.�, . . .. � .,. . _ __ ...��... ._ _'�..a...�., _ � . _ .. ._.. � _ �. 9HPWAS125EG 1�/a 300 0.11 3/a 2�/a 1'/s 1'/s 5/s --�=a - - - --- - ,�t.�''_`% - - - � - - -_- .- _ :—;�•_ - -—,:.:,. �- _ — �'r9HPWA5�1:50EG`�;�. :7�/z; ' ' _ '�300{. - . . . :=0:�^,�i;� , f3�8i- � _ _ �3�, , _ -- �;?.;-:.:-, �:J?�6,�-- - z+sla;�; . �., .�__ .-.-.w�_. _ .:.�_...�.,_ _ _ __.__._ . _.�., , _ .�......... ... . .__, _ , �.,, .._ ;. � �.:s�_ s..�- . � 9HPWA5200EG 2 300 0.14 3/s 33�16 23�16 1�/e 5/s ."�9HP1NAS250EG'' .," ' �2'%i:,.,,� , : "_ "�_300 = ' ;0.19,= - .. 3/e, fi �' 49�6 . ,. �,3s�6 ' .�:i�e_ `A,�B ; 9HPWAS300EG 3 1000 0.23 3/e 5 33/a 2 '/s ,, _ �:9HPWA535OEG_� . .�3'/z •_ . ° ' .. _'-1�000 � ';A:23'��.."; i � ,j2 ; � < 5,. - ;�33/a ;2 `__ . _ -=,i/s 3". 9HPWAS400EG 4 1000 030 3/s 6 4"/e 23/e '/a - - ,.r.._ ,�z.. ,�:; �:r. - � - L: ,; , -- -- - _ _ _ "_ - ti�., _ - _ ., q _ 1 _ ' 1`� . ' �7P - :3� _ `r .r a'` - '+i�;' ;i.s:;�S 1000� �0:50 /z =.`6%z� �5✓a� 2/6� - - /a',�°� �9HFINAS:SOOEG;�:'� .5:!' - . . _.<.....,..�.�.,��.A._�.____�..�, , . .�....��a: .,. ,..�t4: .. .... ...... .. .... . .... . _ ,.. , .< . ._..., ,___.. ,. , _ . ; : _ . � ,. .� ...�._... 9HPWA5600EG 6 1250 0.58 '/� 73/a F)3I76 2�/s 3/a - - , - - - �,.� ,;_ , - - - , -., _ _ _ - _ -__£_ ,;,-.-.: ._ - - _�`a. • 1 i;'r``;_ �5 6 � _ -711��6 +i� �338- - - ��g 9HPV1%AS800EG '8- - -1250 Oi90�_ � /z': _._t9fi fi _ / _ :/ _ � - -- - ,_ _.._ _, ._ _. _ �. ..... _ .. . . _, ..T'�' ti. . -- ._ _... _..��.i;:.. .. � �LiT��\,��,� - �COMPONENTS�a,�/gI'I@\�� . . � 'W. � dULuS FM 'n� � 1 1 � USTfP �rraovm � 3/8"thru 1!2" "=' 5��17�� OIA�h '�� Fi ure C1 . � � g SIZE: 3/8"thru 3/ "rod sizes FINISH: Electro-Ga vanized, Plain &Hot Dip Galvanized FUNCTIO : Structual a achment to top or bottom of inetal beams, purlins, channel, 7-- or angle ir n FEATURE : - A • Set scre made of hardened steel -'- •Complied with Federal Spec�cation A-A-1192A(Type 19)and , MSS SP 69 (Type 19) B__.._ ; �._W_� BC1 - Galv.: Loads (LBS) •Weights (LBS) • Di ensions (IM) •� -�� •� � � •� � •° � •' C• • � 9HBC07537EG 3/a 500 033 3/a 1�fie �/e 9WBC07550EG -'h • , -9 760 ;0.34 3/4 °- 1�i4e 1�/e 9HBC07567EG 5/a 950 760 0.39 3/a 1�/s 1�/�e 9HBC0757 � , 3/a ' 950 760 0.63 3/a 1�/e 1�6 7587EG '/s 950 760 0.60 3/a 1�/s 13/s BCi - Plain.: Loads (LBS) • Weights (LBS) • Di ensions (IN) •. -•. � • � . � • � . •- � s- :• • � � ,9HBC075376 3/s 500 250 033 3/a 1�%e �/s �9HBC075506 �/z 950 760 034 3/a 1'fis 1'fie 9HBC07567B 5/s 950 760 0.39 3/a 1'/s 1'/e '91=1BC075756 � 3/a 950 760 0.63 3/a 1�/a 1�/�e 9HBC075876 '/e 950 760 0.60 3/a 1'/s 13/s BC1 - HD.: Loads (LBS) • Weights (LBS) • Dim sions (IN) e� '�� • � � � • � � - � •� C� • � : 9HBC07537HD 3 500 250 0.38 3/a 1�/�e �/s ,9HB , ,..-{;�2 ;.�;'950 �,:', ��,'� "760 . ��:i�, 0_40 s , , _ , .,.r. _. .,. ,,.„_....,.��,. ..�" ' -,.. :..:.. ,�.. __/4 . �. �/16' ., ,,��/16 , _� TAYLOR FIRE PR TECTIQN LLC 9605 71ST AV NUE EAST PALMETTO FLO IDA 34221 HYDRAULIC CULATIONS ' FO ROSS DRESS FOR LESS . STORE 1612 � TOWNVIEW SQUARE HOPPING CENTER 7338 GALL OULEVARD ZEPHYRHILLS FL RIDA 33541 SALES AREA CULP,TIONS JAMES iVi. ClJR1°��, I�.�. INDEPEfVD�NT' CONSULTING � ENCINEER # 3�'912 ��'��'�: i � '�' ' � `I 29775 BAYHEAD RD. ' �I'Y'�'O��E}�� ,I.,S �AT��;��c��rA�,� � '�..� DADE ClTY, FL 33523 ��`a116 9 I I f 1/�dB��i ��°��o�� '. , �,c�' � � ; f'� . 9�� °, P � � � � � � � � � � O � , ` �� ; a��• s-.°ofs��eS�c �.�� '�° g/d``�/d��.. �q ��,�,��. e��ad�g8iti�6�a� TAYLOR FIRE PROTECTION ROJECT: ROSS DRESS FOR LBSS 1612 ** 4647 LOWN STREET ** LIENT: � SAINT PETERSBURG, FL 33714 ATE: 10-29-2014 FIRE SPRINKLER DESIGN PROGRAM ESIGNER: AML GENERAL PROJECT DATP,: BUILDING NAME: ROSS DRESS FOR LESS BUILDING LOCATION: TOWNVIEW SQ. ZEPHYRHILLS FLORID NAME OF OWNER: CODE REFERENC£: NFPA-13 DESCRIPTION OF HAZARD: O.H.GROUP 2 MFRCANTILE SPRINKLER SYSTEM DESCRIPTION: GRID SYSTEM SALES AREA SPRINKLER SYSTFsM TYPE: WET NAME OF P,PPROVING AGENCY: LOCAL A.H.J. DESIGN AREA OF WATER APPLICATION: 1, 500 .00 SQ.FT. MINIMUM DESIRED FLOW DENSITY: 0 .20 GPM/SQ.FT. MAXIMUM ARE3A PBR SPRINKL�R: 112 .00 SQ.FT. ' INSIDE HOSE STREAM ALLOWANCE: 0 .00 GPM OUTSIDE HOSE STREAI�1 ALLOWANCE: 250 . 00 GPM IN RACK SPRINKLER ALLOWANCE: 0 . 00 GPM � WATER SUPPLY TEST DATA: TEST HYllR.ANT IDENTIFICATION: SOURCE OF INFORMATION: DATE OF TEST: , HYDR.AI�TT ELEVATION: 2 . 0 0 FT. STATIC PRESSURE: 54 . 00 PSI TEST FLOW R.ATE: 9 6 0 .0 0 GPNY TEST RESIDUAL PRFSSURE: 49 . 00 PSI C'AT,CULATED SYSTEM FLOW RATE: 617 .00 GPM CALCULATFD INFLOW RESIDUAL PRESSURE: 43 .00 PSI AVAILABLE INFLOW RESIDUAL PRESSURE: 51 . 00 PSI SPRINKLER SPFCIFICATIONS: MAKE: GLOBE M DEL: GL—QR SIZE: 1/2" T MPER.ATURE RATING: 155 F MISCELLANEOUS PROJECT DATA: , PROJECT DATA FILE NAME: TFPRDZO D FAULT SPRINKLER K—FACTOR: 5 .60 CALCULATION MODF: DEMAND MIN RFsSIDUAL PRESSURE: 16 .00 PSI NUM OF ACTIVE NODES : 53 OR RATFs: 0 .00 $/HR NUM OF INACTIVE NODES: 5 0 ER LABOR HOURS: 0 .00 HRS NUM OF ACTIVE PIPES: 58 O ER MATERIAL COSTS : 0 .00 $ NUM OF INACTIVE PIPES: 0 ------ PIPE SIZING PARAMETERS ------ NUM OF ACTIVE SPRINKS: 16 WATER VELOCITY: 20 .00 FT/S NUM OF INACTIVE SPRINKS: 0 FRICTIONAL LOSS/100 ' : 20 .00 PSI SP$CIFIED FIl�ID NODE NUMBFsR: 5 DIAMET$R: 12 .00 IN SYSTEM INFLOW NODE IJUMBER: 75 INFLOW RESIDUAL PRESSUR 0 .00 PSI ***** FIRE SPRINKLER DESIGN PROGRAM BY LITE SOFTWARE DEVELOPMENT INC ******** ; TAYLOR FiRE PROTECTION SAINT PETERSBURG, FL 33714 ROSS DRESS FOR LES 1Q-29 2014 PAGE 1 ***********t************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL PIPE OUTPUT DATA: BEG NODAL ELEV DISCH. RES .PR IVO IA Q(GPM) F.L./FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) IN.DIA VEL (FPS) FITTINGS FIT.L PE-PSI C VAL TYPF.GRP TOT.L PV-PSI 2 N/A 15 .0 0 .00 18 . 18 1 .000 22 . 8 0 . 166 3 . 0 1. 99 1 5 .60 14 . 0 22 .83 16 . 62 1.049 8 .5 2ET 9 . 0 0 .43 SCHED 40 STEEL 120 12 . 0 0 .48 2 IV/A 15 .0 0 .00 18 .18 1.500 44 . 1 0 .056 8 .0 0 .45 4 N/A 15 .0 0 .00 17 . 73 1.682 6 .4 ----- 0 . 0 0 . 00 SCHED 10 STEEL 120 8 .0 0 .27 4 I�I/A 15 .0 0 .00 17 . 73 .000 22 .5 0 .162 3 . 0 1. 95 3 5 . 60 14 .0 22 .55 16 .21 .049 8 .4 2ET 9 . 0 0 .43 SCHED 40 STEEL 120 12 . 0 0 .47 4 N/A 15 . 0 0 .00 17 .73 .500 21 .6 0 . 015 8 .0 0 .12 6 N/A 15 . 0 0 .00 17 .60 .682 3 .1 ----- 0 . 0 0 .00 SCHED 10 STEEL 120 8 . 0 0 .07 6 N/A 15 .0 0 . 00 17 .60 . 000 22 .5 0 .161 3 .0 1 .94 5 5 .60 14 .0 22 .47 16 .10 .049 8 .3 2ET 9 .0 0 .43 SCHED 40 STEEL 120 12 . 0 0 .47 8 N/A 15 .0 0 .00 17 .61 .500 0 .9 0 .000 8 .0 0 .00 6 N/A 15 .0 O .QO 17 . 60 . 682 0 .1 ----- 0 . 0 0 .00 SCHED 10 STEEL 120 8 .0 0 . 00 8 N/A 15 . 0 0 .00 17 . 61 . 000 22 .5 0 . 161 3 . 0 1 . 94 7 5 . 60 14 .0 22 .47 16 . 10 . 049 8 .3 2ET 9 . 0 0 .43 SCHED 40 STEEL 120 12 . 0 0 .47 10 N/A 15 .0 0 .00 17 . 74 .500 23 .3 0 .017 8 .0 0 .14 8 N/A 15 .0 0 .00 17 .61 .682 3 .4 ----- 0 .0 0 .00 SCHED 10 STEEL 120 8 .0 0 .08 10 N/A 15 . 0 0 .00 I7 .74 .000 22 .6 0 . 163 3 . 0 1 .95 9 5 . 60 14 .0 22 .56 16 .23 .049 8 .4 2ET 9 .0 0 .43 SCHED 40 STEEL 120 12 .0 0 .47 12 N/A 15 . 0 0 .00 18 .23 .500 45 .8 0 . 061 8 . 0 0 .48 10 N/A 15 .0 0 .00 17 . 74 .682 6 . 6 ----- 0 . 0 0 . 00 SCHED 10 STEEL 120 8 . 0 0 .29 12 N/A 15 .0 0 .00 18 . 23 .000 22 .9 0 . 167 3 .0 2 . 00 11 5 .60 14 .0 22 . 86 16 . 66 .049 8 .5 2ET 9 .0 0 .43 SCHED 40 STEEL 120 12 . 0 0 .48 � ' ***** FIRE SPRINKLER DESIGN PROGRAM BY LITE SOFTWARE DEVELOPMENT INC ******** _ TAYLOR FIRE PROTECTION SAINT PETERSBURG, FL 33714 ROSS DRESS FOR LES 10-29 2014 PAGE 2 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL PIPE OUTPUT DATA: BEG NODAL ELEV DISCH. RES.PR NO IA Q(GPM) F.L./FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) IN DIA V�L(FPS) FITTINGS FIT.L PE-PSI C VAL TYPE.GRP TOT.L PV-PSI 14 N/A 15 .0 0 .00 18 .21 1 000 22 . 8 0 .166 3 . 0 2 .00 13 5 . 60 14 .0 22 .84 16 .64 1. 049 8 .5 2ET 9 .0 0 .43 j SCHED 40 STEEL 120 12 .0 0 .48 14 N/A 15 .0 0 .00 18 .21 1.500 44 .2 0 .057 8.0 0 .45 16 N/A 15 .0 0 .00 17 . 75 1. 682 6 .4 ----- 0. 0 0 .00 SCHED 10 ST£EL 120 8 .0 0.27 16 N A 15 ,0 0 .00 17 .75 1 . 000 22 . 6 0 . 163 3 . 0 1. 95 / 15 5 .60 14 .0 22 .56 16 .23 1. 049 8 .4 2ET 9.0 0 .43 SCHED 40 STEEL I20 12 .0 0 .47 . 16 N/A 15 .0 0 .00 17 . 75 1.500 21.7 0 .015 8 .0 0 .12 � 18 N/A 15 .0 0 .00 17 . 63 1. 682 3 .1 ----- 0 . 0 Q.00 SCHED 10 STEEL 12 , 0 8 .0 0 .07 18 N/A 15 .0 0 .00 17 . 63 1 . 000 22 .5 0 . 162 3 . 0 1. 94 17 5 .60 14 .0 22 .49 16 . 12 1 . 049 8 .3 2ET 9 .0 0 .43 SCHED 40 STEEL 120 12 . 0 0 .47 20 N/A 15 .0 0 .00 17 .63 1 .500 � 0 .8 0 .000 8 .0 0 .00 18 N/A 15 .0 0 .00 17 .63 1 . 682 0 .1 ----- 0 .0 0 . 00 SCHED 10 STEFL 120 8 .0 0 .00 20 N/A 15 .0 0 .00 17 . 63 . 000 22 .5 0 .162 3 .0 1 .94 19 5 . 60 14 .0 22 .49 16 .12 . 049 8 .3 2ET 9 .0 0 .43 SCHED 40 STEFL 120 12 .0 0 .47 22 N/A 15 .0 0 .00 17 .77 .500 23 .2 0 .017 8 .0 0 .14 20 N/A 15 .0 0 .00 17 .63 . 682 3 .4 ----- 0.0 0.00 SCHED 10 STFEL 120 S .0 0 .08 22 N/A 15 .0 0 .00 17 . 77 . 000 22 . 6 0 .163 3 . 0 1 . 95 21 5 . 60 14 .0 22 .57 16 .25 . 049 8 .4 2ET 9 . 0 0 .43 SCHED 40 STFEL 120 12 .0 0 .47 24 N/A 15 .0 0 .00 18 .25 .500 45 .8 0 .060 8 .0 0 .48 22 N/A 15 .0 0 .00 17 .77 . 682 6 .6 ----- 0 .0 0 .00 SCHED 10 STEEL 120 8 .0 0.29 24 N/A 15 .0 0 .00 18 .25 . 000 22 .9 0 .167 3 .0 2 .00 23 5 .60 14 . 0 22 .�7 16 . 68 . 049 8 .5 2ET 9 .0 0 .43 SCHED 40 STEEL 120 12 . 0 0 .48 ***** FIRE SPRINKLER DESIGN PROGRAM BY LIT$ SOFTWARE DEVELOPMENT INC ******** : TAYLOR FIR� PROTECTION SAINT PETERSBURG, FL 337Z4 ROSS DRESS FOR LES . 10-29 2014 PAGE 3 ************************ FIRB SPRINKLER OUTPUT DATA ************************** OVER.ALL PIPE OUTPUT DATA: BEG NODAL ELEV DISCH. RES.PR NO IA Q (GPN!) F.L. /FT PIP.L PF-PSI END K-FAC (FT) (GPNI) (PSI) IN.DIA VEL(FPS) FITTINGS FIT.L PE-PSI C-VAL TYPE.GRP TOT.L PV-PSI 26 N/A 15 . 0 0 .00 20 .55 1. 000 24 .2 0 . 186 3 . 0 2 .23 25 5. 60 14 . 0 24 .25 18 . 75 1.049 9 . 0 2ET 9 . 0 0 .43 SCHED 40 STEEL 120 12 . 0 0 .55 26 N/A 15 .0 0 .00 20 .55 1.500 23 .0 0 .017 8 .0 0 .13 28 N/A 15 . 0 0 .00 2d .41 1.682 3 .3 ----- 0 .0 0 .00 i SCHED 10 STEEL 120 8 . 0 0 .07 28 N/A 15 .0 0 .00 20 .41 1 . 000 24 .2 0 . 185 3 . 0 2,.22 27 5 .60 14 .0 24 .17 18 . 63 1 .049 9 .0 2ET 9 .0 0 .43 SCHED 40 STEEL 120 12 . 0 0 .54 30 N/A 15 . 0 0 .00 20.41 1 .500 1 .2 0 .000 8 . 0 0 .00 2$ N/A 15 .0 0 .00 20 .41 1.682 0 .2 ----- 0 .0 0 .00 , SCHED 10 STEEL 120 8 . 0 0 .00 3Q N A 15 .0 0 .00 20 .41 1 2 / . 000 4 .2 0 .185 3 . 0 2 .22 29 5 . 60 14. 0 24 . 17 18 . 63 1.049 9 . 0 2ET 9 . 0 0 .43 SCHED 40 STEEL 120 12 . 0 0 .54 32 N/A 15 .0 0 .00 20 .57 .500 25 .3 0 . 020 8 .0 0 .16 30 N/A 15 .0 0. 00 20 .41 . 682 3 .7 ----- 0 .0 0 .00 SCHED 10 STEEL 120 8 .0 0 .09 32 N/A 15 .0 0 .00 20 .57 . 000 24 .3 0 . 186 3 . 0 2 .23 31 5 .60 14 .0 24 .26 18 .77 .049 9 .0 2ET 9 . 0 0 .43 SCHED 40 STEEL 120 12 . 0 0 .55 40 N/A 15 .0 0 .00 25 .67 .500 68 .8 0 .128 50 . 0 7 .44 12 N/A 15 .0 0 .00 18 .23 . 682 9 .9 T 8 . 0 0 .00 SCHED 10 STEEL 120 58 . 0 0 .66 41 N/A 15 .0 0 .00 25 . 68 .500 68 . 7 0 . 128 50 . 0 7 .43 24 N/A 15 . 0 0.00 18 .25 .682 9 .9 T 8 .0 0 . 00 SCHED 10 STEEL 120 58 . 0 0 . 66 41 N/A 15. 0 0 .00 25 .68 . 000 68 .7 0 . 001 9 .7 0 .01 40 1�T/A 15 . 0 0 .00 25 .67 .260 1 .5 ----- 0 . 0 0 .00 SCHED 10 STEEL I20 9 . 7 0 . 02 42 N/A 15 . 0 0 .00 25 . 77 .500 49 . 6 0 . 070 66 . 0 5 .19 32 N/A 15 . 0 0 . 00 20 . 57 . 682 7 .2 T 8 . 0 0.00 SCHED 10 STEEL 120 74 . 0 0 .35 i ' ,� _ ***** FIRE SPRINKLER DESIGN PROGRAM BY LITE SOFTWARE DEVELOPMENT INC ******** ; TAYLOR FIRF PROTECTION SAINT PETERSBURG, FL 33714 ROSS DRESS FQR LES IO-29 2014 PAGE 4 ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL PIPE QUTPUT DATA: BEG N�DAL ELEV DISCH. RES.PR Nfl IA Q{GPM} F.L./FT PTP.L PF-PSI END K-FAC {FT) (GPM) (PST} IN.DIA VEL(FPS) FITTINGS FIT.L PE-PSI C VAL TYPE.GRP TOT.L PV-PSI 42 N/A 15 .0 O .pO 25 .77 4 . 000 137 .3 0 . 005 16 .4 0 .08 41 Nf A 15.0 0 .00 25 .68 4.260 3 .3.. ----- 0 .(} O .QQ SCHED 10 ST'TEL 120 16 .4 Q .06 43 N/A 15 . 0 0 .00 25 . 87 4 .000 186 .$ 0 .009 12 .0 0 .11 42 N/A 15 .0 O ,OQ 25 .77 4 .250 4.2 ----- 0 .0 0 .40 S CHED 7.f� STEEL 12 0 12 .0 0 .12 43 NfA 15 .4 O.OQ 25.87 .500 25 .6 0 .021 116 .4 2 .73 63 N/A 15 .p 0 .00 23 .16 . 682 3 .7 2T 16 . 0 (Y. 00 SCHED 20 STEEL 120 132 .� 0 .09 44 N�A �5 .0 0 .00 26.01 .OQO 212 .4 O .Q11 12 .0 Q .13 43 N/A 15 .0 0 .00 25 <$7 .260 4 .8 _---- 0 .0 O.f7� SCHED 10 STEEL x20 12 .0 Q .15 44 N/A 15 .0 0 .00 26 . 01 .500 24 . 8 0 . 019 116 .0 2 .57 64 NjA 15 .0 0 .00 23 .44 .682 3 .6 2T 1b ,0 O.DC} SCHED l0 STEEL 7.20 132 .0 p . 09 45 N/A 15 .0 0 .00 26 .20 . Q00 237 .1 0 .014 1.3 .8 0 .19 44 N/A Z5 .0 Q .QQ 26 .OZ .250 5 .3 ----- 0 .0 p .00 SCHED 10 STEEL 120 13 . 8 0 .19 45 NfA 15.0 Q.00 26 .20 .500 24 . 6 O .t}29 1Z6.0 2 .53 65 N/A 15 . q 0 .00 23 . 67 .682 3 . 6 2T 16 .0 0 .00 SCHED 20 STEEL 3.24 132 .0 0 .08 46 Nf A 15 ,0 4.40 26 .47 .004 261.7 0 .016 ],6,4 0 .2? 45 N/A 15 . 0 0 . 00 26 .20 .260 5 .9 ----- 0.0 0 .00 SCEiED 10 STEEL 120 16 .4 0 .23 46 N/A 15 .0 0 . 00 26 .47 1 .500 25 . 0 0 .020 116 . 0 2 .61 66 NjA 25 .0 0 .00 23 .86 1.682 3 .6 2T 16.0 O .OQ SCHED 10 STEEL 120 132 .0 0 .09 47 N/A 15 .0 0 . 00 26 .66 4 . 000 286 . 7 O .OI9 9 .7 0 .19 45 N/A 15 .0 0 .40 26 .47 4 .26Q 6 .5 ----- 0 .0 0 .00 SCHED lfl STEEL 120 9. 7 0 .28 47 N/A 15 . 0 0.0{} 26 .66 1.500 25.? 0.iJ21 I26.{� 2 .73 67 N/A 15 . 0 0 . 00 23 .92 1 .682 3 . 7 2T 16. 0 O .OQ SCI�ED 10 STEEL 120 i32 .0 4.09 ***** FIRfi SPRINKLER DESIGN PROGR.AM BY LITE SOFTWARE DEVELOPMENT INC *******� : TAYLOR FIRE PROTECTION SAIYJT PETERSBURG, FL 33714 ROSS DRESS FOR LES 10-29-2014 PAGE 5 ************************ FIRE SPRINKLE OUTPUT DATA ************************** OVER.ALL PIPE OUTPUT DATA: BEG NODAL ELEV DISCH. RES.PR NO IA Q(GPM) F.L./FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) I .DIA V�L(FPS) FITTINGS FIT.L PE-PSI -VAL TYPE.GRP TOT.L PV-PSI 48 N/A 15 .0 0 .00 26 . 98 4 . 000 312 .3 0 .023 14 . 0 0 .32 47 N/A 15 . 0 0 .00 26 . 66 4 .260 7 . 0 ----- 0 . 0 0 . 00 SCHED 10 STEEL 120 14 . 0 0 .33 48 N/A 15 .0 0 .00 26 . 98 1 .500 27 .0 0 .023 116 .0 3 .00 68 N/A 15 .0 0 .00 23 . 97 1.682 3 .9 2T 16 .0 0 .00 SCHED 10 STEEL 120 132 .0 0.10 49 N/A 15 . 0 0 .00 27 .36 . 000 339 . 1 0 .027 14 .4 0�.38 48 N/A 15 . 0 0 .00 26 . 98 4 .260 7 . 6 ----- 0 . 0 0 . 00 SCHED 10 STEEL 120 14 .4 0 .39 49 N/A 15 . 0 0 .00 27 .36 .500 28 . 7 0 .026 116 .0 3 .37 69 N/A 15 .0 0 .00 23 .99 . 682 4 .2 2T 16 .0 0 . 00 SCHED 10 STFEL 120 132 .0 0 .12 60 N/A 15 .0 0 . 00 22 .45 .500 67 . 0 0.122 27 .0 4 .28 2 N/A 15 .0 0 .00 18 . 18 . 682 9 . 7 T 8 . 0 0 . 00 SCHED 10 STFEL 120 35 . 0 0 .63 61 N/A 15 .0 0 . 00 22 .50 .500 67 .1 0 .123 27 .0 4 .29 14 N/A 15 . 0 0 . 00 18 .21 . 682 9 . 7 T 8 . 0 0 .00 SCHED 10 STEEL 120 35 .0 0 .63 61 N/A 15 . 0 0 .00 22 .50 .000 66 .9 0 . 005 9 .7 0 . 05 60 N/A 15 .0 0 .00 22 .45 .260 2 .6 ----- 0 .0 0 . 00 SCHED 10 STEEL 120 9 .7 0 . 04 62 N/A 15 . 0 0 .00 22 . 79 .500 47 .3 0 .064 27 .0 2 .24 26 N/A 15 .0 0 . 00 20 .55 .682 6 . 8 T 8 .0 0 .00 SCHFD 10 STEEL 120 35 .0 0 .31 62 N/A 15 .0 0 .00 22 . 79 .000 133 .9 0 .018 16 .4 0 .29 61 I�T/A 15 . 0 0 . 00 22 .50 .260 5 . 2 ----- 0 . 0 0.00 SCHED 10 STFsEL 120 16 .4 0 .18 63 N/A 15 .0 0 .00 23 .16 .000 181 .1 0 .031 12 .0 0 .37 62 N/A 15 .0 0 .00 22 . 79 .260 7 .0 ----- 0 .0 0 . 00 SCHED 10 STEFL 120 12 . 0 0 .33 64 N/A 15 . 0 0 .00 23 .44 . 000 155 . 6 0 .023 12 . 0 0 .28 63 N/A 15 . 0 0 .00 23 .16 . 260 6 . 0 ----- 0 . 0 4.00 SCHED 10 STFsEL 120 12 . 0 0 .24 ***** FIRE SPRINKLER DESIGN PROGR.AM BY LITE SOFTWARE DEVELOPMENT INC ******** . TAYLOR FIR� PROTECTION SAINT PETERSBURG, FL 33714 ROSS DRESS FOR LES 10-29-2014 PAGE 6 ************************ FIRE SPRINd{L� OUTPUT DATA �************************* OVERALL PIPE OUTPUT DATA: BEG NODAL ELEV DISCH. RES.PR N NIDIA Q(GPM) F.L./FT PIP.L PF-PSI END K-FAC (FT) (GPM) (PSI) I .DIA VFL(FPS) FITTINGS FIT.L PE-PSI -VAL TYPE.GRP TOT.L PV-PSI 65 N/A 15 .0 0 .00 23 .67 .000 130 .9 0 .017 13 .8 0 .23 64 N/A 15 . 0 0 .00 23 .44 .260 5 .0 ----- 0 . 0 0. 00 SCHED 10 STEEL 120 13 .8 0.17 66 N/A 15 .0 0 .00 23 .86 .000 1Q6 .2 0. 011 16 .4 0 .19 65 N/A 15 .0 0 .00 23 .67 .260 4 . 1 ----- 0 . 0 0.00 SCHED 10 STEFL I20 16 .4 0. 11 67 I�T/A 15 .0 0 .00 23 .92 . 000 8I .2 0 .007 9 . 7 O .Q7 66 N/A 15 . 0 0 .00 23 . 86 .260 3 .1 ----- 0 .0 0 .00 SCHED 10 STEEL 120 9 .7 0 .07 68 I�I/A 15 .0 0 .00 23 . 97 .000 55 .6 0 .003 14 . 0 0.05 67 N/A 15 .0 0 .00 23 .92 .260 2 .Z ----- 0 .0 0 . 00 ' SCHED 10 STEEL 120 14 .0 0 . 03 69 N/A 15 .0 0 .00 23 .99 .000 28 .7 0 . 001 24 .4 0 . 01 68 N/A 15 . 0 0 .00 23 .97 .260 1 .1 ----- 0 .0 0 . 00 SCHED 10 STEEL 120 14 .4 0 . 01 70 N/A 15 . 0 0 .00 30 .00 .000 368 .8 O .Q31 65 . 0 2 .64 49 N/A 15 .0 0. 00 27 .36 .260 8 .3 2E 20 . 0 0 . 00 SCHED 10 STEFL 120 85 . 0 0 .46 71 N/A 6 .0 0 .00 33 .93 .000 368 . 0 0 .004 9 .0 0 . 04 70 N/A 15 .0 0 .00 30 . 00 .357 3 .7 ----- 0 .0 3 .90 SCHED 10 STEEL 120 9 .0 0 . 09 72 METER 2 .0 O .OQ 40 .70 367 .� METER CALC.PSI: 5 .019 PSI 71 6 .0 0 .00 33 .93 35 .17 1.73 8.32 73 N/A 0 .0 0 .00 41.69 6 .000 367 . 7 0 .005 8 .0 0 . 13 72 N/A 2 . 0 0 .00 40 . 70 5 . 890 4 .3 E 18 .6 0 . 87 CAST IRON, CEMENT 140 26 .6 0 .13 74 I�T/A 0 .0 250 .00 42 .21 6 . 000 368 .7 0 .004 70 .0 0 .52 73 N/A 0 .0 0 .00 41 .69 5 .993 4 .2 3E 63 .3 0 . 00 PVC, CLASS 200 1 0 133 .3 0 .12 74 N/P, 0 .0 250 . 00 42 .21 6 . 000 -617 .3 0 .012 5 . 0 0 . 61 75 N/A 0 .0 -617 .25 42 . 82 5 .890 -7 .3 TG 44 . 0 0 .00 CAST IRON, CEMENT 140 49 .0 0 .36 i i � ***** FIR£ SPRINKLER DESIGN PROGRAM BY LITS SOFTWRRE DEVELOPMENT INC ******** ; TAYLOR FIRE PROTECTION SAINT PETFRS�URG, FL 33714 ROSS DRESS FOR LFS 10-29 2014 ' PAGE'T ************************ FIRE SPRINKLER OUTPUT DATA ************************** OVERALL SPRINKLER OUTPUT DATA: FLOWIATG AREA FLOWING SPRINKLER R SIDU.�iL FLOWING FLOWING SPRII3KLER SPRINK. GROUP SPRINKL�R ELEiyATION P LSSUR� AREA DF3NSITY DISCHARGFs' NODE NO. CODB (K FACTOR) ( FE]3T ) ( , PSI ) ( SQFT) (GPM/SQFT) ( GPM ) 1 5 .60 14.00 1.6 .62 112 .00 0 .204 22 .83 3 5 .60 14 . 00 16 .21 112 .00 0 .241 22 .55 5 5 .60 14 .00 16 .10 112 .00 0 .201 22 .47 7 5 .60 14 .00 16 .10 112 .00 0 .201 22 .47 9 5 .60 14.00 16 .23 112 .00 0.201 22 .56 11 5a60 14 .00 16 .66 112 .00 0 .204 22 .86 13 5060 14 .00 16 .64 112 .00 0 .204 22 .84 15 5 . 60 14 .00 16 .23 112 .00 0 .201 22 .56 37 5 . 60 14 .00 16 .12 112 .00 0 .201 22,.49 19 5 .60 14 .00 16 .12 112 .00 0 .201 22 .49 21 5 .60 14 .00 16 .25 112 .00 0 .202 22 .57 23 5 .60 14 .00 16 .68 112m00 0 .204 22 .=87 25 5 .60 14.00 18 .75 112 .00 0 .217 24 .25 27 5 . 60 14 .00 18 .63 112 .00 0 .216 24 .17 29 5 . 60 14 .00 18 .63 112 .00 0 .216 24 .17 31 5 .60 14 .00 18 .77 112 .00 0 .217 24 .26 -------- ---------- --------- SUB TOTALS FOR UNGROUPED 1792 .00 0 .206 368 .41 -------- ---------- --------- TOTALS FOR ALL GROUPS 1792000 0 .206 368 .41 ***** FIRE SPRINKLER DBSIGN PROGRAM BY ELITE SOFTWARE D�VELOPMENT INC ******** TAYLOR FIRE PROTECTION SAINT PETERSBURG, FL 33714 � ROSS DRESS FOR LBS 10-2 —2014 PAGfi$ ********************** FIRE SPRINKL�R UTPUT SjJNIlKARY **********************�** OVERALL NETWORK SUNIl�IARY WITH CALCULATED MININNM INFLOW RESIDU PRESSURE ( 42 .82 PSI) : NUMBER OF UNIQUE PIPE SECTIONS: 66 NUMBER OF FLOWING SPRINKLERS : 16 HYDRA.ULICALLY MOST DEMANDING SPRINKLER CHECK: fII�ID SPRINKLER NODE NUMBER: 5 .000 HI�ID ACTUAL RESIDUAL PRESSURE: 16 .100 HI�ID ACT[TAL GPM = 5 .6 0 X SQ.RT(16 .10) = 2 2 .4 7 0 INSIDE HOSE STREAM ALLOWANCE: 0 . 000 GPM OUTSIDE HOSFs STREAM ALLOWANCE: 250 .000 GPM IN RACK SPRINKLER ALLOWANCE: 0 .000 GPM SPRII�IKL$R SYSTEM TYPE: WET � SPECIFIED AREA OF APPLICATION: 1, 500 . 000 SQ.FT. DESIRED DENSITY: 0 .200 GPM/SQ.FT. ; ACTUAL DENSITY: 0.245 GPM/SQ.FT. ACTUAL AREA PER SPRINKLER: 93 .750 SQ.FT. SPRINKLER FLOW: 367 .254 GPM NOI�T—SPRINKLER FLOW: 250 . 000 GPM TOTAL SYST�M DEMAND FLOW: 617 ,254 GPM DESIRED SPRINKL�R FLOW: 300 .000 GPM ACTUAL SPRINKLER FLOW: 367 .254 GPM ADDITIONAL SPRINKLER FLOW REQUIRED: 0 .000 GPNI AVERAGE SPRINKLER FLOW: 22 .953 GPI�I APPROX. ADDITIONAL SPRINKL�RS REQUIRSD 0 MIN REQD RESID PRBSS AT SYS INFLOW NOD : 42 .823 PSI DFMAND FLOW AT SYSTEM INFLOW NODE: 617 .254 GPM MAXIMUM FLOW VELOCITY (IN PIPE 40— 12 : 9 .930 FPS MAX VELOCITY PRESSURE (I1V PIPF 40— 12 : 0 .664 PSI ALLOWABLF MAXIMUM NODAL PRESSUR.L IMB CE: 0 .250 PSI ACTUAL MAXIMUM NODAL PRESSURP IMB CE: 0 . 140 PSI ACTUAL AVERAGE NODAL PRESSURE INB CE: 0 . 004 PSI ACTtTAL MAXIMUM NODAL FLOW IM� CE: 1 .475 GPM ACTUAL AVER.AGE NODAL FLOW IMB CE: 0 .115 GPM _ _ ! : ***** FIRP SPRINKLER D$STGN PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC **�***** � TAYLOR FIRE PROTECTION SAINT PETERSBUR.G, FL 33?14 RQSS DRFSS FOR LE�a 10-2 -2014 PAGE� **�********************* FIRP SPItINKLF C7UTPUT DATA ************************** � HYDR.AULICS SUPP Y/DEMAND GR.APH i �� t�� , I o ' 4�d 2� 0 � 2 3 � � 6 '� � 9 �� GP� = � t �aiue � 1� AD��D NYI�? �A?Ae � �P�, 54 ��'ATIC PSI, 49 R�,SIIDUAL P�I �EI�N1D POIN2 DA7A: �1? ��p 43 GAUGE PSI, �.79 l�X��SS IP�I � ( � i