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HomeMy WebLinkAbout11-11763 CITY OF ZEPHYRHILLS 5335 - 8TH STREET �sis)�so-oozo 11763 � � FIRE SPRINKLER SYSTEM PERMIT Perr»it Number: 1 1 763/1 1 495 Address: 7326 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: 23,545.00 Date Issued: 4/13/2011 Name: TOWNVIEW RETAIL LLC Total Fees: 290.00 Address: 725 CONSHOHOCKEN STATE RD Amount Paid: 290.00 BALA CYNWYD PA 190042102 Date Paid: 4/13/2011 Phone: (610)667-5800 Work Desc: INSTALLATION WET PIPE SPRINKLER SYSTEM -TJ MAXX FIRE PLAN REVIEW FEES 100.00 CONTRACTOR CERTIFICATE 30.00 �a,�:� � 3 � R "' � ��. �� ���� / L � ,� � y r C��" � �'Z � � 5`� � �'' � � I .� FIRE ACCEPTANCE Final Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other wsts related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activiry without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." �,. ON RACTOR I A I IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813-780-0041 _ • , . -- EAGLE FIRE PROTECTION, INC PHONE:407-656-8387 FAX: 407-656-9 1205 CROWN PARK CIRCLE • WINTER GARDEN, FLORIDA 34787 WWW.EAGLEFIREPROTECTIONINC.COM P4WER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS THAT MYRON B. HEATH, JR. HAS MADE, CONSTITUTED AND APP NTEQ AND Y T ESE PRESENTS DO MAKE, CONSTITUTE AND APPOINT �✓ �� TRUE AND LAWFUL ATTORNEY FOR MYRO . HEATH, JR. AND IN HiS NAME, PLACE AND STEAD FOR THE PURPOSE OF� �,-.n-, , � % ,J �� � Z e�hJ.h. /�1 GIVING AND GRANTING UNTO H�`��/�� f�°�-�li SAID ATTORNEY HAS FULL POWER AND AUTHORITY TO DO AND PERFORM ALL AND EVERY ACT AND THING WHATSOEVER REQUISITE AND NECESSARY TO BE DON� IN AND ABOUT THE PREMISES AS FULLY, TO ALL INTENTS AND PURPOSES, AS HE MIGHT OR COULD DO IF PERSONALLY PRESENT, WITH FULL POWER OF SUBSTITUTION AND REVOCATION, HEREBY RATIFYING AND CONFIRMING ALL THAT AS SAID ATTORNEY SHALL LAWFULLY DO OR CAUSE TO BE DONE BY VIRTUE HEREOF. IN WITNESS WH�RE�F, MYRON B. ATH, R. HAVE HEREUNTO SET HIS HAND AND SEAL THIS I DAY OF , 20�. MYRON B. EATH, JR. IS PER ALLY KNOWN 70 ME AND DID NOT TAKE AN OATH. � �1 � /, MYRO B HE H, JR STATE OF FLORIDA COUNTY OF ORANGE NOTARY PUBLIC - BEVERLY A. POOL COMMISSION NUMBER - DD 942580 COMMISSION EXPIRATION DATE - MARCH 24, 2014 C U B ERLY A. OL Y N o•*� ..;�, eEV�t.Y a POO�. ,, ; • � MYCO���� l 3�/ I * * EXPIRES: March 24, 201A DATE '—` "r'f �� �° rnn, e� Haan s� u�,i-i vv-vvc� �.i�y ui ���r ryi i ini� rCi n u� r1N�nc;auui i 1 QA'U IJ VV � Building Departm ent � i�� . r � j , � Q � , P.�-M� , Date Received [1 �,�( � Phone Contact for Perm itting 0 b S,b -- � 3�s 7 - T 1 1 T�f I I , - - - �1 1 - Owner's Name C,�: v t �.ci �,� Owner Phone Num ber Owner's Address � L� 5��� p�; � � • � , �� v � ��+tObwner Phone Num ber Fee Sim ple Titleholder Name S Owner Phone Num ber Fee Sim ple Titleholder Address JOB ADDRESS � � (p � � p cs-c� LOT # � SUBDIVISION � PARCEL ID# ,�- ?�S L�- C7�� (7 - c��kOQ -c'•1'�U (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR� ADDlALT � SIGN � O DEMOLISH INSTALL REPAIR PROPOSED USE � SFR � COMM O OTHER TYPE OF CONSTRUCTION � BLOCK � FRAME � STEEL � DESCRIPTION OF WORK ��` � Z-�r-�P_ 5 � -�v � e , N BUILDING SIZE � SQ FOOTAGE L 07 HEIGHT �BUILDING $ VALUATION OF TOTAL CONSTRUCT ION �ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W.R.E.C. OPLUMBING $ .�,% �/7(� 3 �MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � QGAS � ROOFING SPECIALTY O OTHER FINISHED FLOOR ELEVAT IONS FLOOD ZONE AREA �YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # �- ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # � MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # � OTHER COMPANY �o- ( L- � �� rU'�-�-� /�N � Sn+ c� SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address 11.r� �tn f�K- C:,-. �v�,�.e�(�c�..c-0�, FL 3 7�7 License# ��B�y�D�v11Q� 3 111111111111111111111111111 1111111111111111111111111111111111111111 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Buildi ng Plans; (1) set of Energy Form s; R-O-W Perm it for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities 8 1 dumpster; Site W ork Permit for subdivisionsllarge projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) s et of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Pians, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster Site W ork Permit for all new projects. All commercial requirem ents must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans "*'PROPERTY SURVEY required for all NEW construction. Directions: Fill out applic ation completely. Owner & Contractor sign back of application, notarized If over 52500, a Notice of Commencement is required. (A/C upgrades over $7500) " Agent (for the contrac tor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing s ame OVER THE COUNTER PERMITTING (Front of Applic ation Only) Reroofs if shingles Sewers Service Upgrades A/C Fences (PIoUSurvey/Footage) Driveways-Not over Counter i f on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned unde�stands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE O CO MENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed) before me this Subscribed and orn to or ed) before me this 3/� 9 t/ b y bY �C1 �rs:zFzR. ,U �� �c— Who is/are personally known to me or has/have produced Who is/are personally kr�own to me as identification. ��� � �._ as ida�tifi�at�. _ �1 _ _ � • Notary Public Notar y Public Commission No. _ Commission No. EE � Z � Sb� L� ti �� �.. Pc.'��t �`� Name of Notary typed, printed or stamped Name of Notary typed, printed or stamp ,�;� :."`,''��, LINDA L PHHlIPS � t * MY COMMISSION t EE 021582 � EXPIRES: September 29, 2014 :,N �F oF F��P�F Bonded Rw &d0et Not�ry SNMOM Zephyrhills Fire Rescue F907 Dairy Road, 7.ephyrhi(ls FL 335�1? Fire Marshal Bus (813) 780-0041 hcrry Barnett Fax (81 �) 780-0044 E-mail: kbarnett��i�.tire.zcphyrhills.tl.us Plan Review #: 11-034 Project: Fire Sprinkler Modification Number of Pages: 1 plus Cut Sheets & Calcs April 12, 2011 I have received and reviewed the plans for the fire sprinkler modification located at 7326 Gall Blvd and will allow the project to move forward. By paying for the permit, contractor acknowledges to comply with the item below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. FDC shall be a 5" 30 degree turndown Storz connection, if not already in place. 2. FDC sign shall be located at FDC. Sign shall state "FDC" in 6" red reflective letters on white background and shall also state the address served. (should be there) 3. Tampers shall be installed on double backflow, if not already that way. 4. Properly tag system once completed. 5. Label all doors where riser is located, or where any other valves are located. (EXAMPLE: "SPRINKLER RISER") 6. Ensure adjacent system (Save-a-Lot) remains in operation. If that system is to be shut down, notify that business. If to be shut down for more than 4 hours, notify this authority. Inspections Required: 1. Pressure TesdRough-in 2. Final (will be done in conjunction with fire alarm final) , -_._.___ KERRY BA T, FIRE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. ZE�t�YRHILLS FIRE DEPARTMENT � 6907 Dairy Road, Zephyrhilis, FL 33542 F4re Chief Keith Williams Bus (813)780-0041 Fax (813)780-00�4 FIRE SERVICE USER FEES Occupancy No.: l � Plan No.: �0 Contractor. �� � o�t��ie�- Business Name: 'J jy,t/-1 Billing Address: 2a5`Cr��y, �'i Business Address� ? 3 � G ,�-�1 �/, � ,- "' .� ' ?�7 Business Phone No.: Billing Phone No.: - ,v -- � Business Fax No.: Billing Fax No.: Contact. Contact: PLAN REVIEW FEES INSPECTION FEES PERMIT FEE FALSE ALARM FEE 8 Site Plan N!C Annual N/C prinMer �� 1 st Alarm N/C Multi-FamilylCommercial .06 sf 1st Re-inspection N/C Standpipes 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-Inspection $500 Fire Alarm $50 Sth Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alartn $200 0- 25 Heads violations corrected) Natural Gas �SSO NON COMPIIANCE $150 6 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- �r r�ok gsp STANDPIPE SYS Hydro Undergrounds Sparklers $100 � Per Riser Hydrostatic Test $65 persystem Fire Works $500 FIRE PUMP Acceptance Test Per syscem Camp Fire $25 � Per Pump $100 Hydrant Flow Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $50 8 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS ReCall ACCeptance $50 Flammable P�pplication $SO Annual Wet $50 OTHER Waste Tire Storage $SO Annual Dry $50 Fire Wall/Smoke Wall $15 pe.wau Generdtor < KW $100 CO2 $50 LP Gas $25 pertank Generator>30 KV1/ 150 Other $50 Natural Gas $25 Pe� sy�c�m Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 TeM 10'x10' or greater $15 �� ceM Torch PoUApplied $50 OTHER Fire Pump $45 Haz. Materials $100 Annual LP Installation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance � (Per Tank) $50 8 Exhaust Hood/Duct g30 Natural Gas Installation $50 R¢-inSpECtIOn DBL (Per System} (otherthan annual) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelled less than 24 hours Construction Insp. WC Emergency Vehicle Ac� /'� FALSE ALARM PLANS TOTAL � INSPECTION TOTAL � PERMIT TOTAL � TOTAL �_. ._ ._ _I GRAND TOTAL � " � Comments: Date: l - /� Insq��ctor: � — 'C 7604 BAKER'BLVD. . w • � , � . , RICHLAND HILLS, TX 76118 � L' 1 f i� i'f � OFFICE: 817-717-2867 !> fJ f f � j FAX: 817-717-2868 C O N S T R U C T I O N SUBCONTRACTOR AGREEMENT This Agreement made this 16_day of _March 2011_, by and between _Eagle Fire Protection , hereinafter called the Subcontractor, whose principal office is at _1205 Crown Park Circle, Winter Garden FL 34787 and Tenant Build inc.. 7604 Baker Blvd. Richland Hilis, TX 76118, hereinafter called the Contractor Witnesseth that the Subcontractor and the Contractor, for the consideration hereinafter named, agree as follows: 1 Subcontractor agrees to furnish and pay for all materials, labor, supervision, equipment, tools, appliances, and everything necessary to fuliy do and complete the Fire Sprinkler work described in paragraph 2 hereof, for work at TJ Maxx 1194, 7326 Gali Blv�. Zephyrhills FKL 33541 for _TJX Companies , hereinafter called Owner, in accordance with the Drawings and Specifications prepared by _Rogue Architects_, dated _1.2Q 11 and hereby made a part of this suacon#ract. 2. Subcontractor shall provide all labor. materiais, eQUipment, supervision and insurance necessary or incidental for the execution and completion of the Subcontractor's Work to the full extent of the Contract Documents, regardless where shown or specified, specifically including but not necessarily limited to the following: a. Provide all labor. materials. svstem desiqn, permittinq and equipment to perform all Fire Sprinkier work to make job complete per plans and specifications. It is agreed and understood that the scope of work includes, but is not limited to the following: 1 Design of the Fire protection System. 2. Required permits for the Fire protection scope of work 3 Ail piping & Materials to be UL listed and per NFPA Standards 4 Gutting & capping of existing lines no longer required, this may involve some work in adjacent store spaces 5 Sprinkler Heads and trim rings are to be white in color 6. Supply and instali all flow and tamper switches 7 Contract includes applicabie taxes. b Subcontractor's application for payment must be submitted with a complete list of all material suppliers, equipment suppliers, and any subcontractors. c. Subcontractor shall do whatever is required to adhere to Tenant Build Inc.'s Construction schedule. d. It is the Subcontractor's responsibility to abide by all applicable OSHA and Safety procedures. e. Any secondary subcontractor must be approved by the Contractor prior to their work and their work at the site is the sole responsibility of the Subcontractor and is to be supervised by the Subcontractor f Subcontractor agrees to complete their punch list items within (7) calendar days of receipt of punch list. If all punch list items are not complete within that time frame, Tenant Build Inc. will proceed to have those remaining items corrected by others and these costs deducted from the balance due Subcontractor g. Suhcon'ractor agreas te provide ad�quate !abor. materials, and other resa�rces as �equired io mamtain the project schedule and achieve the date for Substantial Completion as it applies to the Subcontractor's Work h. Subcontractor must have a full time, competent foreman on the jobsite at all times while performing work. 3. An Insurance Certificate including General Liability coverage and any additional coverage required by the Subcontractor's policy and State requirements where work is being performed, must be provided by the Subcontractor's Insurance Company prior to wor{: being started and/or before any payments are made to Subcontractor 4 The Contractor agrees to pay the Subcontractor for the performance of his work the sum of $23,545 00 and to make payments on account thereof as follows: 100_% of the value of labor and materials incorporated by the Subcontractor in the work and of materials stored on the job site in a manner acceptable to Contractor No payment to Subcontractor shall operate as an approval of Subcontractor's work or materials, or any part thereof The final payment hereunder shall not be due until Subcontractor has delivered to Contractor a complete release of all liens in form and text satisfactory to Contractor 5 Subcontractor agrees to commence the work when directed by the contractor and to diligently and continuously prosecute work and to coordinate the work with other work being done on the project by other trades, so that Contractor shall not be delayed by any or omission of Subcontractor in completion of the general contract within the time specified in the contract documents. 6 No alterations shall be made in the work as shown or described by the Drawings and Specifications except on the written order of the Contractor, and when so made the value of the work or materials added or omitted shall be computed and determined by the Subcontractor, subject to the written approvai and accept4nce by the contractor, and the amount so determined shall be added or deducted from the subcontract price or prices. The subcontractor shall have no claim for additional work unless such work has been done in pursuance of a written order from the Contractor 1 � 7• Subcontractor agrees to be bound to the contractor by all of the terms of the agreement between the Contractor and the Owner and by the Drawings and specifications, and to assume toward the Contractor all of the obligations and responsibilities that the Contractor by those instruments assumed toward the Owner 8. The Subcontractor shall maintain at his own cost such insurance as will protect him from claims under the Worker's Compensation Law of the State in which the work is being performed and also Public Liability and Property Damage insurance in such amounts and for such coverage as required by Contractor Prior to commencing work, the Subcontractor shall have his insurance company or companies, which are acceptable to the Contractor, execute a Certificate of Insurance form and file a copy of same with the contractor, and should the Subcontractor fail or neglect to provide the required insurance, the Contractor shall have the right, not the duty, to provide said insurance and deduct from any money that may be due or become due to the Subcontractor any and all premiums paid by said Contractor for and on account of said insurance 9 Subcontractor agrees to indemnify and hold contractor, owner, and architect, and their respective owners, partners, members, shareholders, directors, officers, employees, agents, servants, and representatives (collectively "Indemnified Parties") harmless from and against any and all losses, expenses, demands, claims, damages, proceedings, or causes of action, whether at law or in equity, arising out of or alleging any bodily injury, (Including, but not limited to, death) property damage, or economic damage actually or allegedly by Subcontractor It is expressly agree that the foregoing indemnity shall include, without limitation, the indemnity of the Indemnified Parties against any claims arising out of or relating to the actual or alleged negligence or gross negligence �f an indemn�fied party, either solely or in cumbination with the negligence or other liability of Subcnntractor and/or others. Subcontractor agrees to defend any suit or action brought against an indemnified party based on any such injury or damage and to pay all costs and expenses in connection therewith or resulting there from, including, but not limited to, attorney's fees, pre-judgment and post-judgment interest, appeal bonds, and supersedes bonds. 10. Subcontractor shall not let, assign or transfer the Subcontract or any part thereof, or any interests therein, without the written consent of Contractor 11 Subcontractor will pay all social security and other taxes imposed upon him, as an employer in connection with the performance of this Subcontract, will furnish evidence, when required by Contractor, showing that all such payments required to be made have been paid. Subcontractor shall pay all local, state and federal taxes in connection with his work, and charges for all utility services, including water and power, used by him in performance of his work. 12. Payments othervvise due may be withheld by Contractor on account of defective work not remedied, claims filed, reasonable evidence indicating probability of filing of claims, failure of Subcontractor to make payments properly to it's subcontractors or for material or labor, or a reasonable doubt that the subcontract can be completed for the balance then unpaid. If the said causes are not removed, on written notice, contractor may rectify the same at Subcontractor's expense. 13 Subcontractor will save and keep the building or buildings referred to in this subcontract and the lands upon which they are situated free from all mechanics liens and all other liens by reason of his work or of any materials or other things used by him therein. If the Subcontractor fails to remove the lien by bonding it or otherwise, the Contractor may retain su�cient funds, out of any money due or thereafter to become due the Contractor to the subcontractor, to pay the same and all costs incurred by reason thereof and may rectify the same at Subcontractor's expense. 14 Subcontractor shall submit an invoice as a requisition for payment which will be processed and paid within 10 business days from the date the invoice is received. As a condition of payment, Contractor may require lien waivers from Subcontractor as required by the Owner 15 Subcontra�tor wiil ciean up and 'naui away all debris occasioned �y work done by him hereunder and will leave the building and premises clean insofar as the work perFormed under this agreement is concerned. If, after 24 hours notice by the Contractor's representative to the Subcontractor's representative at the site of the work, the subcontractor has not diligently proceeded with the clean-up as outlined in this paragraph, then the Contractor has the right to proceed with the clean-up work at the Subcontractor's cost and expense. 16 Time is of the essence of this Subcontract and any breach of same shall go to the essence thereof, and Subcontractor, in agreeing to complete the work within the time herein above mentioned, has taken into consideration and made allowances for all the hindrances and delays incident to his work. 17 If the Subcontractor at any time shall refuse or neglect to supply adequate and competent supervision, or a sufficiency of properly skilled workmen or of materials of the proper quality or quantity, or fail in any respect to prosecute the work with promptness and diligence, or fail in the performance of any agreement on his part herein contained, the Contractor shall have the option, after 24 hours written notice to the Subcontractor, to provide any such labor or materials and to deduct the employment of the Subcontractor on said work and to enter upon the premises, and take possession of all materials or appliances, of any kind whatsoever, thereon and to employ any other person or persons to finish the work and to provide the materials therefore, and in the case of such discontinuance of the Subcontractor he shall not be entitied to receive any payment under this Subcontract which might otherwise be due him, until the said work shall be finished and payment in full therefore shall be made by the Owner to the Contractor, at which Subcontractor's work, such excess shall be paid by the Contractor to the Subcontractor, but if such expense shall exceed such unpaid balance the Subcontractor shall pay the difference to the Contractor Subcontractor agrees not to assign any monies due or to become due him hereunder Whenever any monies are expended or costs or expenses are incurred by contractor on 2 18 behalf of or on account of Subcontractor, or if Contractor continues or completes the work after default by Subcontractor, Subcontractor shall pay to Contractor interest at a rate of ten percent (10%) per annum from the time said monies are expended or said costs or expenses are incurred until the same are paid to Contractor Nothing herein contained shall be construed as requiring Contractor to make any such expenditure, advance any such monies, or incur any such expenses. 19 All negotiations and agreements prior to the date of this agreement not included herein are hereby voided IN WITNESS Whereof, the parties have executed this agreement on the date herein first above written. �i� � � °/�� ' " `� ���� � Ten nt Build c. Subcontr tor ,�� l`� ���-°-� J _ � � .�.---- Signatu /Date � Signature�Date t�� l?�' �- ;�.�-�-� �-'�` /l��'d17` f �d��- Print Name & Title Print Name & Title 3 ZE��iYRHILL� FIRE DEPARTNIENT 6907 Dairy Road, Zephyrhilis, FL 33542 F•9re Chief Keiih Wiliiams Bus {813)780-0041 Fax (813)780-U0�S4 FIRE SERVICE USER FEES Occupancy No.: l �, � Plan No.: - D � Contractor. �� fC �,c�c, /�ro�tc � z-� Business Name: 7��si Billing Address: 2,�5'�r�ctir, _�'� � Business Address: �? � "� G ,�-1� t,� ;- � �3 ` ?�7 Business Phone No.: Billing Phone No.: ��a �- l�'.�"�.� -� �' ��'� Business Fax No.: Billing Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES PERMfT FEE FALSE ALARM FEE 8 Site Plan N/C Annual N!C prinkler �5� 1st Alarm N/C MuNi-Family/Commercial .O6 sf 1 st Re-inspeCtlon N/C Standpipes 2nd Alarm N/C (Minimum Charge $25.00 2nd Re-inspection $100 Fire Pump y50 3rd Alarm N/C � Plan Revisions DBL 3rd Re-inspection $250 Hoods s50 4th Alarm $100 4th Re-Inspection $500 Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed uMil LP Gas �550 6th Alarm $Z00 0- 25 Heads violations corrected) Natural Gas aSO NON COMPLIANCE $150 6 plus Heads 5100 SPRINKLER SYSTEMS Fuel Tanks- pe� m�k g5p STANDPIPE SYS Hydro Undergrounds Sparklers $100 � Per Riser a50 Hydrostatic Test � sysum Fire Works $500 FIRE PUMP Acceptance Test �r Sy�em Camp Fi�e $25 � Per Pump $100 Hydrant Flow Controlled Burn $100 FIRE ALARM SYSTEM Hood/Duct $50 8 0- 25 Devices $50 FIRE ALARM SYSTEM Place of Assembly $50 Annuai 26 plus Devices $100 System Acceptance $50 Fire Protection $25 SUPPRESSION SYSTEMS Recall ACCeptance $50 Flammable Application $SO Annual Wet $50 OTHER Waste Tire Storage �SQ nnnua� Dry $50 Fire WalUSmoke Wall $15 � wan Generator <►(�y/ $100 CO2 $50 LP Cas $25 �w�k Generator>30 KW 150 Other 350 Natural Gas $25 Pe�snc� Bio-Hazard Waste a'IOO Annual KITCHEN EXHAUST Fumigation Tenting $50 � Hood/Ducts $50 Tent 10'x10' or greater $15 �r teos Torch PoUApplied � OTHER Fire Pump $45 Haz. Materials $100 Annual �P Installation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance � (Per Ta�k) $50 8 Exhaust Hood/Duct $30 Natural Gas Installation $50 RC-insPeCtion DBL (Per System) (otherthan annuat) � Spray Booth $50 � Inspection scheduled DBL 8 and cancelled less than 24 hours � Construction Insp. N/C Emergency Vehicle AG � ✓ FALSE ALARM PLANS TOTAL � INSPECTION TOTAL � PERMIT TOTAL � TOTAL I_ I GRAND TOTAL � � '" Comments: Date: l /� Insg��ctor � � — Z Zephyrhills Fire Rescue 6907 Dairy Rcsad, 7cphyrhilis, FL 3�5�? Fire Marshal Rus (813) 780-0()41 hcrry F3arnctt Fax (81 ;) 7$0-00��4 E-mail: kbarnettln�,tire.rephyrhills.fl.us Plan Review #: 11-034 Project: Fire Sprinkler Modification Number of Pages: l plus Cut Sheets & Calcs April 12, 201 l I have received and reviewed the plans for the fire sprinkler modification located at 7326 Gall Blvd and will allow the project to move forward. By paying for the permit, contractor acknowledges to comply with the item below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. FDC shall be a 5" 30 degree turndown Storz connection, if not already in place. 2. FDC sign shall be located at FDC. Sign shal) state "FDC" in 6" red reflective letters on white background and shall also state the address served. (should be there) 3. Tampers shall be installed on double backflow, if not already that way. 4. Properly tag system once completed. 5. Label all doors where riser is located, or where any other valves are located. (EXAMPLE: "SPRiNKLER RiSER") 6. Ensure adjacent system (Save-a-Lot) remains in operation. lf that system is to be shut down, notify that business. If to be shut down for more than 4 hours, notify this authority. Inspections Required: l. Pressure Test/Rough-in 2. Final (will be done in conjunction with fire alarm final) , �,__-___ _ _ KERRY BA TT, F1RE MARSHAL ***Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval ofthe submitted plans. it is the contractor's sole responsibility to ensure that the plans are in complete compliance with alt applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. i a�m � S � (") "' -� � '--� j �= � � � �� � �� j �� N �m� Os�T Z ��� T �O � ^ o m� �O�D m ��° � � o �� m�-X Z• � o�z � �r�X O o D � � � ,� 0 . � D D *� ;� Q m m � � 7� m " c�i� Z n r �� � � m � w :U %A '^ . � o � n a � � c� o � O a a� � p Z �, a V � � W Efl Ef> .T] � � Q 7 N m O O O � O � O IVQ pi ^ p 000 �p •/ �-• O G s � �_ � - o �� �_ ^ o S `° �^ r � �� 'o � � � � Q� 0 3 � n „ m rn� � � °-'' � x w o, � ,� �� � �o x � � � � m° � C < � m N n �• y c, � 1 m �o m a � � � �• � � - ����_ r � � � `� y � � ��_.� __�-=-� j� p p0 O �r1�z-- � 1 � ,� ,� -� � � � ,� � � X � � P1� /� Z � /- o �� m � a � n tn m a �D o �� O m � C� �N 2 � �� �D Z v °, � D C� tn !� �• mc�m -� m aW � �O � �� D �m � � .Z1Z� O �� � � � Z p a Z,T Cp �c r C7 C7 �J -' � O A �U -� ,.^., � � O W � � � Z o � Z o ° `° (Q � � <D � � o' � � j 0 0 -„ � � o � � o '• � O N � '� �a �� rn ti � m rn � � � � � � a O a � o Q �� � ......�.�. .............vii a�. s� . av. � v�zv�vvvvzvv ���Page : 001� �rC:ORD CERTIFICATE OF LIABILITY INSURANCE a�`�'°°"""' 3/29/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DQES NOT AFFIRMATIVELY OR NEGATNELY AMEND, EXTEND OR ALTER THE COVERAGE AFFOROE� BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER�S�, AUTHORIZED REPRESENTATNE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certfficate holder is an ADDITIONAL INSURED, the policypes) must be endorsed. I( SUBROGATION IS WANED, subject to the terms and condNions of the policy, certain policles may require an endorsemeM. A statement on this certiflcate does not conter rlgMs lo the certiflcate holder in fleu o( such endorsement(s). PRODUCER � Theresa Stutzenberger Insurance Office of America, Inc. ac : 407.788.3000 �� P.O. Box 162207 e*uu� aoor�ss: Altamonte Springs, FL 32716-2207 CUSTOMERID/: Theresa Stutzenberger INSURER(S7AFFORDINGCOVERA6E Nac� iNSUr�o INSURERA Charter Oak Fi re Ins Co 25615 Eagle Fire Protection, Inc. �NSUr�s: The Phoenix Ins Co 25623 1205 Crown Park Circle INSURERC Travelers Indemnity Co 25658 Winter Garden, FL 34787 �NSU�o: FCCI Insurance Company 10178 INSUR62E Travelers Prop Cas Co of America 25674 INSURER F COVERAGES CERTIFICATE NUMBER: 10-11 ALL REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDfTION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO VNiICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECTTO ALL THE TERMS, EXCLUS�ONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L7R NPE OF INSURANCE INSR NND POLICV NUMBER ►Np LIMRS cE"Ew�unsiun' DT CO 7298L330 TIA 1 11/01/2010 11/01/2011 EACHOCCURRENCE s 1,000,00 X COMMERCIAL GENERAL LIABILITY PREM SES Ea o rrrence $ 3� � OO CLAIMS-MADE � OCCUR MED EXP (My one person) $ S� QO A PERSONAL 6 ADV INJURY S �. , OOO , OO GENERAL AGGREGATE $ Z� OOO � OO GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $ 2, OOO � OO POLICY X jEa LOC $ AUTOMOBILELIABILfTY T 810 7298L330 PHX 1 'I'I/O'IIZO'IO 'I�JO�JZO�� COMBINEDSINGLELIMIT X ANV AUTO (Ea acadeM� $ 1 ���, �� BODILV INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accideM) $ B SCHEDULED AUTOS PROPERTV DAMAGE HIRED AIITOS (Per acadent) $ NON-OWNED AUiOS $ $ UMBRELLALIAB OCCUR D M CUP 7298L330 IND 1 ������20�� ���0��20�� EACHOCCURRENCE $ 4�Q�Q�QO C EXCESS LIAB CLAIMS-MADE AGGREGATE $ 4� OOO � OO DEDUCTIBLE $ X RETENTION y 1 0 � �� $ WORKERSCOMPENSATION WC 5866 ��IO'I/YO�O ��IO�/ZO�'I WCSTATI.F OTH- AND EMPLOYERS' LU181LIT' Y I N TORY IMITS ER D OFFICER/ME BE�EJCCLUDEp?ECUTIVE ❑ NIA EL.EACHACCIDENT $ SOO�OO (Mfnddory in NI-Q E.L DISEASE - EA EMPLOYE $ 5QQ � QQ If yes, describe under E.L DISEASE - POLICY LIMIT $ SQQ, QQ DESCRIPTION OF OPERATIONS below E Rente & Lease Equipment QT6607106V91TIL0 11l01I2010 11I01/2011 5100,000 aggregatre 51,000 deductible DESCRIPTION OF OPERA710NS I LOCATIONS 1 VEHICLES (Alh�h ACORD 107, Additlond Remuk: Schedule, H mae:paee is requhe� CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPNtATION DATE THEREOF, NOTICE WILL BE DELNERED IN ACCORDANCE WITH TNE POLICY PROVISIONS. CItY of Zephyrhills AUTHORI�DREPRESENTATNE 4 � _ 5335 8th Street ` �'"`1� Ze hyrhills , FL 33542 Daniel Anderson RICIA � 1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD .. ... .... . .. . ..... .. ., _ _ _ . _ _ . .. ., . .. .. , .., . ...,,,,, . ,,., Page; 002 A��ORD AGENCY CUSTOMER ID: �oc #: ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAME�INSURED Insurance Office of America, Inc. Eagle Fire Protection, Inc. POLICYNUMBER Winter Garden, FL 34787 CARRIER NAIC CODE EFFECTNE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORMNUMBER: 25 FORMTITLE: ACORD Certificate of Liabilitv Insurance Garage Liability INSR ADD'L POLICY EFFELTNE POLICY EXPIRATON LTR INSRD POLICY NUMBER DATE (MMIDDM') DATE (MMIDDlW) LIMRS AUTO ONLV - EA ACCIDENT $ ANV AUTO OTHER THAN � ACC $ AUTO ONLY� AGG $ Automobile Liability INSRADD'L POLICYEFFECTTVE POLICYEXPiRATON LTR INSRD POLICY NUMBER DATE (MMIDOM') DATE (MMIDDIW) B Excess/Umbrella Liability INSR ADD'L POLICY EFFECTIVE POLICY E%PIRATION LTR INSRD POLICYNUMBER DATE (MMIDDIW) DATE (MMIDD1W) LIMITg � $ Other Liability �� POLICYEPFECTNE POLICYE%PIRATION POLICYNUMBER DATE�NIMIDpfW) DATE�AAMIDDIW) LIMfTS E DEXRIPTION OF aPERATI0N5 / LOCATIUNS / VEHICLES ACORD 101 (200B/01) 02008 ACORD CORPaRATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF STATE FIItE MARSHAL TALLAHASSEE, FLORIDA CERTIFICATE OF COMPETENCY � THIS CERTIFIES THAT MYRON B HEATH JR. 1205 CROWN PARK CIl2CLE WIIVTER GARDEN, FL 34787-1091 BUSINESS ORGANIZATION: EAGLE FIRE PROTECTION INC CONTRACTOR I INCLUDES THE EXECUTION OF CONTRACTS REQUIRING THE ABILITY, EXPERIENCE, KNOWLEDGE, SCIENCE, AND SKILL TO INTELLIGENTLY LAYOUT, FABRICATE, INSTALL, INSPECT, ALTER, REPAIIZ, OR SERVICE ALL TYPES OF FIRE PROTECTION SYSTEMS, EXCLUDING PRE-ENGINEERED SYSTEMS • '� "' �� Chief Financial Officer 07 01 2010 0? 15 Orange 08354600011983 1924250001 150.00 06 30 2012 Issue Date Type Class County License/Permit Number Application # Taxes & Fees Expire Date � " { � � .� � � I 111111IIIII lilll111�111141 Illll IIIII IIIII 1111! IlIN 1111111i 2011032�56 Rept:1354147 Rec: 18.5PJ D5: 0.00 . IT; 0.00 N T CEpFCpMMENC�M�IVT 03103t11 A. Giard, �pty Clerk E'crmit Na. =,� Ar�crry Tdr�itiEitDtlon N�. � Z,�� _ f ' .� (} 11 / t.,� .� ( t'��� �� � �-�'tJ �.� r THF, UND�12fi1C*NE� hcrotry gives noHcc thst im�rrovsmcna wiil bC mada tn certain rccl pcoperty. nnd i� accpntnncc witl� Sccti�n 713, t 3 aFthe rl�ridn 5t�tutc4, t PoI)pw1r. irt n!a prpvided in t1�s NQT[CT pF CUMMF�iCEMENT, I 15c�cri ttUn cflr r�c��ctt� �� �' i' � ���t�. 0 �.�i - � Y (rqE'dJ ifrsrrt�+rta+ .1 AjStrxtAddre.,,; �;s25 Ga27. 81vd Ze h zhilis F�, :33541 2.dencrolAc.ccrlptiunofi�nprs�upmCnls RenoL'aCio77 of �xi:�i;�.n� bt�il.�nq to becnme T'J Maxr. zetaii 3Lor�. 3 t7wnatnfarmetion Pownv�.�w Ret�il, LLC t�)Namcandaddr�s: I2.S-!�Rk Gtz F1� �� G) Namc anci nddccas nt fec simple t stteholdsr (iFotNer rhan owncr) . ) IritefCAt in �r��Erty -- _ ' torinfvcmatiM, t�ortr, ttfvmr �Ul�f,IPS� at�d Prnp. 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C.g. nY}icar, n�vtec, aft�iry7Cy tn fttCi t For �-��a�� ��L���_[����� {��inc aPporty n� hchai f p�' whnm i:islrumcnt was C�etiutcrt). �arsnnully Knnivn � t)R Prndc�ccd f:Senlificatian _ Nntery SiRn�Rin. ��44��7(Mt .�_�_. �ryRe of ldrnfif��li�n Prculuccd � Nnmc ipri � �Qj�r.-LJ-�.t-«p�: .L���_ v:rili��tmn pww.�nt to 5xtlo� y; SZ�, Flot'idi� Statutc9. Un derpcna(�ics �i 't � eG1�a tb, T l�art�. tIS N�C �pR�{left({ �tt(1 Ihill t�+z �CtF : iuted in iF arc inic ta tl3e �xsr o(ttty knowlcdgc p�x1 y�;lseF. . � �� ,� •cv� �H:�mNrt cf ia . S�NtmN nba�.c ' COMMOIWYEALTH O� PENNSYLVANlA P�i Seaf Slepts�tM� Altho�ef9o�NokxyPubYo _ +�P�'O��YYwP•. �eCo�n;y My Cvnw ntsston �kp�s Dec 5, 2011 Mwmb+rr, (�n+neytv,ar�» Aaeoelallon ef �Votartea , CONTENTS 1. VIKING SPRINKLERS 2. ALLIED SCH. 40 PIPE 3. D.I. THREADED FITTINGS 4. HANGER COMPONETS S�UBMITfED PLAN(S A D�EN 1tEVIEWF�# SY ZEPHYRkII e�RSHAL'S OFFI�E / ` Date: Ztav�ewer: August 1, 2008 ' � Sprinkler 83h EC/QREC ORDINARY � � � � � � HAZARD UPRIGHT AND PENDENT SPRINKLERS VK570 AND VK572 (K14.0) The Viking Corporation, 210 N Industriai Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Emaii: techsvcs@vikingcorp.com 1. DESCRIPTION — Viking Standard/Quick Response Extended Coverage Ordinary Hazard (ECOH) Upright Sprinkler VK570 and Pendent Sprinkler VK572 are thermosensitive glass bulb spray sprinkiers equipped with a 14 0(202 metric") nominal K-Factor and a special deflector. The special deflector is designed to meet Ordinary Hazard density requirements for specifically listed extended areas of coverage when the required minimum water supply is provided at the sprinkler. The sprinkler produces the flows required to meet Ordinary Hazard density requirements at lower pressures than 8.0 or 11.2 (115.2 or ��0 161.4 metric') K-Factor sprinklers. Viking EC/QREC Ordinary Hazard Sprinklers are available in various finishes and temperature ratings to meet design requirements. The special Teflon� and Polyester coatings can be used in decorative applications where colors are desired. Viking VK570 and VK572 Sprinklers may be ordered and/or used as open sprinklers Upright VK570 (glass bulb and pip-cap assembly removed) on deluge systems. Refer to Ordering Instructions on the next page. 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class 2022 ��� NYC Approved: MEA 89-92-E, Volume 38 Refer the Approval Chart on page 83k and Design Criteria on page 831 for cULus and FM approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Sprinkler VK570 available since 2007. Sprinkler VK572 available since 2004. Minimum Operating Pressure: Refer to the Approval Chart. Pendent VK572 Maximum Working Pressure: 175 psi (12 bar) Factory tested hydrostatically to 500 psi (34.5 bar). Viking Technical Data may be found on Thread size� 3/4" (20 mm) NPT Nominal K-Factor• 14.0 U S(202 metric•) The Viking Corporation's Web site at `Metric K-factor measurement shown is when pressure is measured in Bar When pressure http:llwww.vikinggroupinc.com. is measured in kPa, divide the metric K-factor shown by 10 0 The Web site may include a more recent Glass-bulb fluid temperature rated to -65 ° F (-55 ° C) edition of this Technical Data Page. Overall Length 2-7/16" (62 mm) Material Standards: Sprinkler Frame: Brass UNS-C84400 Deflector: Phosphor Bronze UNS-051000 Bulb: Glass, nominal 3 mm diameter Pip Cap Brass UNS-C31400 or UNS-C31600 Compression Screw: Brass UNS-C36000 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape For Teflon�_Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon� Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Info�mation: (Also refer to the current Viking price list.) Order EC/QREC Ordinary Hazard Upright Sprinkler VK570 or Pendent Sprinkler VK572 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy� = F, White Polyester = M-/W, Black Polyester = M-/B, and Black Teflon = N Temperature Suffix (°F/°C)• 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141 °= G, OPEN = Z(Teflon• only). For example, sprinkler VK570 with a Brass finish and a 155 °F/68 °C temperature rating = Part No. 13840AB. Form No F_010104 Replaces page 83h-m dated April 4, 2008. (Removed FM Approval from sprinkler VK572 for recessed applications.) Sprinkler 83i ' ' August 1, 2008 EC/QREC ORDINARY � � � � � HAZARD UPRIGHT AND PENDENT SPRINKLERS VK570 AND VK572 (K14.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the "Sprinkler Accessories" section of the �king data book.) Sprinkler Wrenches: A. Standard Wrench. Part No. 07297W/B (available since 1991) B. Wrench for coated and/or recessed pendent sprinkler: Part No. 13032W/B** (available since 2004) ""A'/2" ratchet is required (not available from Viking). Sprinkler Cabinets: A. Six-head capaciry: Part No. 01724A (available since 1971) B Twelve-head capacity� Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, when the temperature around the sprinkler reaches its operating temperature, the heat-sensitive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Model VK570 and VK572 Sprinklers are available through a network of domestic and international distributors. See The Vking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly August 1, 2008 Sprinker 83j EC/QREC ORDINARY � � � � � HAZARD UPRIGHT AND PENDENT SPRINKLERS VK570 AND VK572 (K14.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com . , , � � -, -. . � Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Available Sprinkler Finishes: Brass, Chrome-Enloy� (patents pending), White Polyester Black Polyester and Black Teflon� Footnotes ' The sprinkler temperature rating is stamped on the deflector 2 Based on NFPA-13. Other limits may appiy, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. ' The coatings indicated are applied to the exposed exterior surfaces only. The spring is exposed on sprinklers with Teflon� and Polyester coatings. For Teflon• coated open sprinklers only, the waterway is coated. Wrench �lat Protective Sprinkler �'""""' S h i e l d a�iw vam � VIKING o�29� Q Figure 1: Standard Sprinkler Wrench 07297W/B (Pendent Sprinkler VK572 shown) Sprinkler 83k August 1, 2008 ECiQREC ORDINARY � � � � � HAZARD UPRIGHT AND PENDENT SPRINKLERS VK570 AND VK572 (K14.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Sprinkler Base S � N NPT Thread Size Nominal K-Factor Maximum Water Overall Length Part Number� Inches mm U.S. metric2 Working Pressure Inches mm 13840 Upright VK570 3/4 20 14.0 202 2-7/16 62 13722 Pendent VK572 3/4 20 14.0 202 175 psi (12 bar) 2_��16 62 Minimum Water Supply Requirements (cULus only) cULus/NYC Maximum Maximum Listings'.a Sprinkler Spacing Area per Ordinary Hazard Group I Ordinary Hazard Group il �� pesign L x 1N Sprinkier Criteria on pg 831.) Flow / Pressure Flow / Pressure Pendent Upright Standard Response VK572 VK570 12 it x 12 R(3.7 m x 3.7 m) 144 ft (13.4 m� 39 gpm @ 7.8 psi (147.6 Umin @ 0.54 bar) 39 gpm @ 7.8 psi (147.6 Umin @ 0.54 bar) A1X, B1Y A1 14 ft x 14 ft. (4.3 m x 4.3 m) 196 ft (18.2 rr�) 39 gpm @ 7.8 psi (147.6 Umin @ 0.54 bar) 39 gpm @ 7.8 psi (147.6 Umin @ 0.54 bar) A1X, B1 Y A1 16 ft x 16 ft. (4.9 m x 4.9 m) 256 ft (23.8 rr�) 39 gpm @ 7.8 psi (147.6 Umin @ 0.54 bar) 51 gpm @ 13.3 psi (193.1 Umin @ 0.92 bar) A1X, B1Y A1 18 ft x 18 ft(5.5 m x 5.5 m) 324 ftz(30.1 m� 49 gpm @ 12.3 psi (185.5 Umin @ 0.85 bar) 65 gpm @ 21.6 psi (246.1 Umin @ 1 49 bar) A1X, B1Y A1 20 R x 20 ft. (6.1 m x 6_1 m) 400 ft� (372 m� 60 gpm @ 18.4 psi (2271 Umin @ 1.27 bar) 80 gpm @ 32.7 psi (302.8 Umin @ 2.25 bar) A1 X, B1 Y A1 Quick Response° 12 R x 12 ft. (3.7 m x 3.7 m) 144 ftz (13.4 rr�) 39 gpm @ 7.8 psi (147.6 I/min @ 0.54 bar) 39 gpm @ 7.8 psi (147.6 Umin @ 0.54 bar) A1X, B1Y A1 14 ft. x 14 ft. (4.3 m x 4.3 m) 196 ftz (182 rr�) 39 gpm @ 7.8 psi (147.6 Umin @ 0.54 bar) 39 gpm @ 7.8 psi (147.6 Umin @ 0.54 bar) A1X, B1Y A1 FM Approval (Standard Response)' Pendent VK572 Upright VK570 121t x 12 ft. (3.7 m x 3.7 m) 144 ft (13.4 mz FM Approval - Standard Response Requirements A�x -- 14ft.x14ft.(4.3mx4.3m) 196ft (Pendentonly) A1X -- 16 ft. x 16 ft(4.9 m x 4.9 m) 256 ft (23.8 m2) Refer to the Desian Criteria section on oaae 831. A1 X - 18 ft. x 18 ft. (5.5 m x 5.5 m) 324 ftz (30.1 m2) NOTE: FM insta�lation guidelines may d'rffer from cULus and/or NFPA A1 X -- criteria. Refer to the latest applicable FM Loss Prevention Data 20 ft. x 20 R(6.1 m x 6.1 m) 400 ftz(37.2 mz) Sheets (including 2-8N and 3-26} and Technical Advisory Bulletins. A1X -- Approved Temperature Ratings Approved Escutcheons A- 155 °F (68 °C), 175 °F (79 °C), 200 °F Approved Finishes X- Standard surface-mounted escutcheons or the Microfast� (93 °C), and 286 °F (141 °C) 1- Brass, Chrome-Enloy�, White Polyester, Model F-1 Adjustabie Escutcheone B- 155 °F (68 °C), 175 °F (79 °C), and Black Polyester, and Black Teflon• Y- Standard surface-mounted escutcheons or the Microfast� 200 °F (93 °C) Model F-1 Adjustable Escutcheone, or recessed with the Micromatic� Model E-1 or E-2 Recessed Escutcheon Footnotes ' Part number shown is the base part number For complete part number, refer to current �king price list schedule. � Metric K-fador measurement shown is when pressure is measured in Bac When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This chart shows listings and approvals available at time of printing. Other approvals may be in process. Check with the manufacturer for any ad- ditional approvals. ^ cULus Listed for use in the U.S. and Canada. 5 To determine "Minimum Water Supply Requirement" for areas of coverage where length and width of actual sprinkler spacing are not equai, select the "Maximum Sprinkler Spacing" from the chart that is equal to or greater than the larger of the actual spacing (length or width) dimensions used. Example: When using 10 ft 6 in x 13 ft(3.2 m x 4 m) sprinkler spacing, provide the "Minimum Water Supply Requirement" listed in the chart for 14 ft x 14 ft(4.3 m x 4.3 m) spacing. For areas of coverage smaller than shown, use the "Minimum Water Supply RequiremenY' in the appropriate hazard group for the next larger area listed. The distance from sprinklers to walls shall not exceed one-half the "Maximum Sprinkler Spacing" listed for the "Minimum Water Supply RequiremenY' used. 6 For Sprinklers VK570 and VK572 with High Temperature 286 °F rating, UL restricts the QR listing to their use in Orclinary Hazard occupancies to the high temperature zones within a building only. VK570 and VK572 quidc response sprinklers with this temperature rating cannot be used throughout the property. ' Accepted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 38. 8 The Microfast� Model F-1 Adjustable Escutcheon is considered a surface-mounted escutcheon because it does not allow the fusible element of the sprinkler to be recessed behind the face of the wall or ceiling. AuguSt 1, 2008 Sprinkler 831 EC/QREC ORDINARY � � � � � HAZARD UPRIGHT AND PENDENT SPRINKLERS VK570 AND VK572 (K14.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com cULus Listing Reauirements: ECOH Upright Sprinkler VK570 and Pendent Sprinkler VK572 are cULus Listed as Standard and Quick Response for installation in accordance with the latest edition of NFPA 13 for extended coverage upright and pendent spray sprinklers as indicated below• • The minimum water suppiies and maximum areas of coverage shown in the Approval Chart are designed to provide the following design densities: 0.15 gpm/ftz (6.1 mm/min) for Ordinary-Hazard Group I densfties; 0.2 gpmlft. (8.1 mm/min) for Ordinary-Hazard Group II densities. • The sprink►er installation rules contained in NFPA 13 for extended coverage upright and pendent spray sprinklers must be followed with the excep- tion that cULus Listing r�{e uires the soacing between Vking ECOH Upright and Pendent Sprinklers to be a minimum of 9 ft(2 75 ml to prevent cold solderinq, • Viking ECOH Upright and Pendent Sprinklers are cULus Listed for use in unobstructed construction, and noncombustible obstructed construction consisting of solid steel and/or concrete beams as defined in the latest edition of NFPA 13. • Ceiling slope not to exceed 2/12 (9.5°). Also. Viking ECOH Uoright Sorinkier VK570 and Pendent Sorinkier VK572 are snecifically cULus Listed for: • For non-combustible obstructed construction within trusses or bar joists having non-combustib�e web members greater than 1" {25.4 mm) when applying the 4 times obstruction criteria rule as defined in NFPA 13 under "Obstructions to Sprinkler Discharge Pattern DevelopmenY' • For installation under concrete tees when installed as follows: 1 The stems of the concrete tee construdion must be spaced between 3 ft(0.9 m) and 7 ft-6 in (2.3 m) on center The depth of the concrete tees must not exceed 30 in (762 mm). The maximum permitted concrete tee length is 32 ft(9.8 m). However, where the concrete tee length exceeds 32 ft(9.8 m), non-combustible baffles, equai in height to the depth of the tees, can be installed so that the space between the tees does not exceed 32 ft(9.8 m). 2. The sprinkler deflector is to be located in a horizontal plane at or above 1" (25.4 mm) below the bottom of the concrete tee stems. 3. When the sprinkler deflector is located higher than a horizontai plane 1" {25.4 mm) beneath the bottom of the concrete tee stems, the obstruc- tion to sprinkler discharge criteria requirements of NFPA 13 for extended coverage upright sprinklers applies. FM Aonroval Reauirements: ECOH Pendent Sprinkler VK572 is FM Approved as Standard Response for installation in accordance with the latest applicabie FM Loss Prevention Data Sheets (including 2-SN) and TechnicalAdvisory Bulletins as indicated below� • For limited use in buildings of specific ceiling or roof construction and for the protection of certain specific ordinary hazard occupancies (non-stor- age andlor non-flammable or non-combustible liquid). • Minimum spacing: 10 ft. (3.1 m). FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to, but not limited to minimum water supply re- quirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Aiways refer to Bulietin Form No. F 091699 - Care and Handling of Sprinklers. Aiso refer to pages EC1-3 for general care, instal- lation, and maintenance information. �king sprinkiers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicabie. � i �� i � � � � �-------------� r�-- -- L L_ _J :: ..... ..... ..................... ... � � ? ....... ....:: i '1 wvrMiaa mvr� �'� Sprinkler � 3A0° Wrench Part No. i 13032W/B�� ! � ��A 1/2' ro,tchet Step 1� Carefully stide the is required, � Step 2� Carefulty press wrench sideways around the � CNot available ,. � the wrench upward and deflector nnd protective shield. froM Viking). i ___ _�i turn slightly to ensure 1 � 1 I engageroent with the CNote the orientation of the �_______; sprinkler wrench flats. of the shield in the wren�h,) FiguPe 2: Wrench 13032W/B for Recessed andJor Coated Sprinklers (Pendent Sprinker VK572 shown) Sprinkier 83m August 1, 2008 EC/QREC ORDINARY � � � � � � HAZARD UPRIGHT AND PENDENT SPRINKLERS VK570 AND VK572 (K14.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945�495 Email: techsvcs@vikingcorp.com Ceiling ❑pening Size� 2-5/16' C58,7 MM) MinimuM 2-1/2' <63,5 MM) MaxiMUm 3 / 4' , ....... ...... ..................... <20 Mr�� � .. NPT � 2-7/16' 1-1/2' C38,1 mm) 1-11/16' C �M) 1-3/4' 2" <50.8 r�rn) MiniMUM <42.� ) � C44,5 MM) MaxirouM � � " ,��,,� 1-3/4" (44,5 roM) Installed with a Installed with a Microfast standard 1/8" (3,1 r�M) Model F-1 Adjustable Escutcheon Pendent Sprinkler surface-MOUnted escutcheon 137z2 <VK572) Flgure 3: Pendent Sprinkler VK572 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon ?-1/� �E3,5 r�^�� - -- ---- I ' � i � � �44,� r,r�> __ 1__ �-�„6., ---- C 6 � r� m ) _�..----- or�o . 3i��� �� ,�o ��,M� �`�� � Upright Spr;n4�ier 1��340 �VK�?0� Figure 4: Upright Sprinkler VK570 Dimensions Form No F_010104 Replaces page 83h-m dated April 4, 2008 (Removed FM Approval from sprinkler VK572 for recessed applications.) January 22, 2010 Sprinkler 51 a MICROFASTm AND � � � . � MicrofastHP� QUICK RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Emaii: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Microfast� and MicrofastHP� Quick Response Upright and Conventional (Old Sryle) Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes, temperature ratings, and K-Factors to meet design requirements. The special Polyester and Teflon� coatings can be used in decorative applications where colors are desired. In addi- tion, these coatings have been investigated for installation in corrosive atmos- pheres and are cULus listed as corrosion resistant as indicated in Approval Chart 1(Note. FM Global has no approval classification for Teflon� and Polyester coatings as corrosion resistant.) 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Classes 2002 and 2020 NYC Approved: Calendar Number 219-76-SA and MEA 89-92-E, Volume 16 ABS Certified: Certificate 04-HS4079846-PDA VdS Approved: Certificates G4060054, G4060056, G4880046, G4930039, and G4980020 LPC Approved: Ref. No. 096e/03, TE30401, and TE30872 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40131, and 0786-CPD-40171 MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria on pages 51c-d for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page 51e for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1987 Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: Sprinklers VK315 and VK340 are rated for viking Technical Data may be found on use with water working pressures ranging from the minimum 7 psi The Viking Corporation�s Web slte at (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- http:l/www.vikinggroupinc.com. sure (HP) sprinklers can be identified by locating "250" stamped on The Web site may include a more recent the deflector. All other Part Nos. not mentioned above are rated to a edition of this Technical Data Page. maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34 5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Charts Nominal K-Factor Refer to the Approval Charts Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: Refer to the Approval Charts *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar) The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 06661B, 067666, 07060, and 12281 Brass UNS-C84400 for all other sprinklers. Deflector• Brass UNS-C23000 or Copper UNS-C19500 for Sprinklers 06661B and 12281 Copper UNS-C19500 for Sprinklers 066656, 06764B, 07060, and 14817. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06719B, 067176, and 12286): Brass UNS-C36000 Bulb� Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly� Nickel Alloy, coated on both sides with Teflon Tape Screw Brass UNS-C36000 Form No. F 080488 Replaces page 51a-e, dated April 25, 2008. (Updated for Sprinkler 14817. Added VdS to Sprinklers — 06665B, 06764B, and 14817 Updated FM Approvals and split the Approval Charts to separate UL Listing requirements from FM Approval requirements. Changed the metric K-factor for K4.2 sprinklers to 57 ) Sprinkler 51b January 22, 2010 MICROFAST� AND � , � , , MicrofastHP� QUICK RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industriai Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technicai Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Pip Cap and InsertAssembly� Copper UNS-C11000 and Stainless Steel UNS-S30400 For Teflon� Coated Sorinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon� Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Microfast� and MicrofastHP� Quick Response Upright and Conventional Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number Finish Suffix: Brass = A, Chrome-Enloy� = F, White Polyester = M-/W, Black Polyester = M-/B, and Black Teflon� = N Temperature Suffix (°F/°C): 135°/57° = A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141 °= G For example, sprinkler VK300 with a 1/2" thread, Brass finish and a 155 °F/68 °C temperature rating = Part No 06661 BAB Avaitable Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the "Sprinkler Accessories° section of the Viking data book.) Sprinkler Wrench: Standard Wrench: Part No. 10896W/B (available since 2000) Sprinkler Cabinets: A. Six-head capacity� Part No. 01724A (available since 1971) B Twelve-head capacity� Part No 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for inspection, Testing and Maintenance requirements. 7. AVAILABI�ITY The Vking Microfast� and MicrofastHP� Quick Response Upright and Conventional Sprinklers are available through a neiworic of domestic and international distributors. See The Vking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly � � � Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome-Enloy�, White Polyester, Black Polyester, and Black Teflon� Corrosion-Resistant Coatings°: White Polyester, Biack Polyester, and Black Teflon� Footnotes ' The sprinkler temperature rating is stamped on the deflector 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. ' The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on pages 51c-e. These tests cannot and do not represent all possible corrosive environments. Prior to instailation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are appiied to the exposed exterior surtaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon� coatings. January 22, 2010 Sprinkler 51 c MICROFASTm AND � , � , , MicrofastHP� QUICK RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Base Part Thread Size Nominal K-Factor Overall Length Listings and Approvals' Number' S�N (Refer also to Design Cnteria on page 51d.) NPT BSP U.S. metricz Inches mm cULus* NYC' VdS LPCB (� � UprightStandard Orifice 066618 VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 A2 A2 — _ _ _ 07060 VK345 -- 15 mm 5.6 80.6 2-3/16 56 — — A3 A3 63" 63" Conventional-Standard Orifice 067666 VK310 1/2" 15 mm 5.6 80.6 2-3/16 56 A3 A3 — A3 B3" 63" Upright-Large Orifice 06665B VK350 3/4" -- 8.0 115.2 2-5/16 59 A2 A2 A3 A3 63" -- 14817 VK350 — 20 mm 8.0 115.2 2-5/16 59 A2 A2 A3 A3 63" -- 067646 VK350 112" 15 mm 8.0 115.2 2-5l16 59 A2 A2 A3 — — -- Conventional-Large Orifice 067686 VK354 3/4" 20 mm 8.0 115.2 2-5/16 59 A2 A3 -- A3 63" -- Upright-Smali Orifice'° 06717B VK325 1!2" 15 mm 2.8 40.3 2-3/16 56 A2 A2 -- -- — — 067196 VK327 1/2" 15 mm 4.2 57 2-3/16 56 A2 A2 -- -- -- -- 06931 B VK327 -- 10 mm 4.2 57 2-3/16 56 — — A3 -- C1'z -- Maximum 250 PSI (17 bar) VYWP UprightStandard Orifice Base Part Thread Size Nominal K-Factor Overall Length Listings and Approvals Number' S�N Refer also to Desi n Criteria on a e 51d. NPT BSP U.S. metricz inches mm cULus° NYC° VdS LPCB �� � 12281 VK315 1/2" 15 mm 5.6 80.6 2-3/16 56 A2 A2 — — — -- UprightSmalt Orifice' 12286t VK340 1/2" 15 mm 2.8 40.3 2-3/16 56 A2 A2 -- -- -- — Approved Temperature Ratings Approved Finishes A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and � - Brass and Chrome-Enloy� 286 °F (141 °C) 2- Brass, Chrome-Enloy�, White Polyester�• Black Polyester�� B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) and Black Teflon� C- 155 °F (68 °C) 3- Brass, Chrome-Enloy�, White Polyester�� and Black Polyester��s Footnotes ' Base part number is shown. For complete part number, refer to Viking's current price schedule. z Metric K-fador measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. ' Listed by Underwriters Laboratories inc. for use in the U.S. and Canada. 5 cULus Listed as corrosion resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. ' Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA. e Accepted for use, City of New York Department of Buildings, MEA 89-92-E, Vol. 16. 9 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or intemally galvanized. 70 The sprinkler orifice is bushed. "�� Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003. 72 f� Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40131. "� MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008. Sprinkler 51d January 22, 2010 MICROFASTm AND � . � � . MicrofastHP� QUICK RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com cULus Listing Requirements: Microfast� and MicrofastHP� Quick Response Upright and Conventional Sprinklers are cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinkiers, or old style (conventional) sprinklers. • Designed for use in Light and Ordinary Hazard occupancies (exception: sma1/ orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulical/y calculated wet systems onfy). • The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. For conventional sprinklers, refer to the installation guidelines for old style (conventional) sprinklers. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinkiers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Protective Wrench � Sprinkler Flat Cap 90896 m Figure 1: Standard Sprinkler Wrench 10896WlB January 22, 2010 Sprinkler 51e MICROFAST� AND � , � , , MicrofastHP� QUICK RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLER The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technicat Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Base Part S � N Thread Size Nominal K-Factor Overall Length FM Approvals' Number' NPT BSP U.S. metricz Inches mm (Refer also to Design Criteria below.) Standard Orifice 06661B VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 A2 07060 VK345 — 15 mm 5.6 80.6 2-3/16 56 A2 Large Orifice 06665B VK350 3/4" — 8 0 115.2 2-5/16 59 A2 14817 VK350 — 20 mm 8.0 115.2 2-5/16 59 A2 Small Orifice* 067176 VK325 1/2" 15 mm 2.8 40.3 2-3/16 56 A1 Approved Finishes Approved Temperature Ratings 1- Brass and Chrome-Enloy� A- 135 °F (57 ° C1, 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) 2 - Brass, Chrome-Enloy�, White Polyester�, and Black Polyeste� Footnotes ' Base part number is shown. For complete part number, refer to Vking's current price schedule. 2 Metric K-fador measurement shown is when pressure is measured in Bac VVhen pressure is measured in kPa, divide the metric K-factor shown by 10.0. 'This table shows the FM Approvals available at the time of printing. Check with the manufacturer for any additional approvals. ° FM Approved as quick response NonStorage pendent sprinklers. For specific application and instailation requirements, reference the latest appii- cable FM Loss Prevention Data Sheets (including Data Sheet 2-0). 5 Other colors are available on request with the same Approvals as the standard colors. 6 The sprinkler orifice is bushed. FM Aonroval Reauirements: The sprinklers indicated in Approval Chart 2 are FM Approved as quick response Non-Storage upright sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Preverrtion Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus andlor NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of �king technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. THIS PAGE I NTENTIONALLY LEFT BLANK Form No. F 080488 Replaces page 51a-e, dated April 25, 2008. (Updated for Sprinkler 14817. Added VdS to Sprinklers — 06665B, 06764B, and 14817. Updated FM Approvals and split the Approval Charts to separate UL Listing requirements from FM Approval requirements. Changed the metric K-factor for K4.2 sprinklers to 57.) May 7, 2010 Sprinkler 41a � MicrofastHP� QUICK . �. . RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-3845464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Microfas� and MicrofastHP� Quick Response Pendent Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes and � temperature ratings and K-Factors to meetdesign requirements.The special Polyester q� and Teflon� coatings can be used in decorative applications where colors are desired. in addition, these coatings have been investigated for installation in corrosive at- mospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval class�cation forTeflon� and Polyester coat- ings as corrosion resistant.) 2. LISTINGS AND APPROVALS cULus Listed: C.ategory VNIV FM Approved: Class 2020 NYC Approved: Calendar Number 219-76-SA and MEA 89-92-E, Volume 16 ABS Certi�ed: Certificate 04-HS407984C-PDA VdS Approved: Certificates G4040095, G4040097, G4060056, G4060057, G4880045, G4930038, and G4980021 LPC Approved: Ref. Nos. 096e/03 and 096e/04 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40130, and 0786-CPD-40170 MED Certified: Standard EN 12259-1, EGcert�cate of conformity 0832-MED-1003 and 0832-MED-1008 NOTE: Other Intemational approval certificates are availabie upon request. Referto Approvai Chart 1 and Design Criteria on page 41 d for cULus Listing requirements and refer to Approval Chart 2 and Design Criteria on page 41 e for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure. 7 psi (0.5 bar)' Maximum Working Pressure: Sprinklers 72282 and 12290 are rated for Viking Technical Data may be found on use with water working pressures ranging from the minimum 7 psi The Viking Corporation's Web site at (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- http:/lwww.vikinggroupinc.com. sure (HP) sprinklers can be identified by locating "250" stamped on The Web site may include a more recent the deflector. All other Part Nos. not mentioned above are rated to a edition of this Technical Data Page. maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Charts Nominal K-Factor. Refer to the Approval Charts Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: Refer to the Approval Charts •cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 06662B and 12282. Brass UNS-C84400 for all other sprinklers. Deflector Phosphor Bronze UNS-051000 or Copper UNS-C19500 for Sprinklers 06662B, 06666B, and 06765B. Copper UNS- C19500 for Sprinkler 12282. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 067186, 06720B, and 12290): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and InsertAssembly Copper UNS-C11000 and Stainless Steel UNS-S30400 Form No. F_081296 Replaces page 41 a-f, dated April 16, 2010. (Added VdS Approval to Sprinklers 06765B and 066666 and obsoleted Sprinkler 12104.) Sprinkler 41 b May 7, 2010 � MicrofastHP� QUICK . �. . RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-3845464 Fa�c: 269-81&1680 Email: techsvcs@vikingcorp.com For Teflon� Coated Sorinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon� Coated For Polyester Coated Sprinklers: Believille Spring-Exposed Ordering Information: (Also refer to the current �king price list.) Order Microfast� and MicrofastHP� Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinklerfin- ish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy� = F, White Polyester = M-/W, Black Polyester= M-/B, and Black Teflon� = N Temperature Suffix (°F/°C): 135°/57° = A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141 °= G For example, sprinkler VK302 with a 1/2" thread, Brass finish and a 155 °F/68 °C temperature rating = Part No. 066626A6 Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "SprinklerAccessories" section of the Viking data book.) Sprinkier Wrenches: A. Standard Wrench: Part No. 10896WB (available since 2000). B. Wrench for Coated and/or Recessed Sprinklers: Part No. 12144WB* (available since 2003) C. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool** Part No. 15915 (available since 2010.) NOTE: RECESSED PENDENT SPRINKLERS WITH PROTECTNE CAPS MUST USE WRENCH 12144W/B. 'A'/z° ratchet is required (not available from Vking). "Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F 051808. Sprinkler Cabinels: A. Six-head capacity: Part No. 01724A (available since 1971) B. Twelve-head capacity Part No 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattem to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Wrench The �king Microfast� and MicrofastHP� Quick Response Pendent F�ats Sprinklers are available through a network of domestic and Protective intemational distributors. See The �king Corporation web site for 9 �� Sprinkler the closest distributor or contact The Vking Corporation. � 8. GUARANTEE For details of warranty, refer to vking's current list price schedule or contact Viking directly. 90896 m Figure 1: Standard Sprinkler Wrench 10896WIB May 7, 2010 Sprinkler 41c � MicrofastHP� QUICK . �. . RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-3845464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com .: .: .. � � Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome-Enlo�', White Polyester, Black Polyester, and Black Teflon� Corrosion-ResistantCoatings': White Polyester, Black Polyester, and Black Teflon� Footnotes ' The sprinkler temperature rating is stamped on the deflecmr. 2 Based on NFPA-13 Other limits may apply, depending on fire loading, sprinkler location, and other requirementsof theAuthority Having Jurisdiction. Refer to speafic installation standards. ' The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environmenLs. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are appGed to the exposed exterior surfaces oniy. Note that the spring is exposed on sprinklers with Polyester and TefloriID coatings. 1 1 1 � 1 1 � 1 .. .. . .. . , � � � .. ... . . �. � � . : � -� - y � Sprinkler Wrench 12144W/B�� for � instnlling coated and/or recessed pendent sprinklers i-j ; Carefully slide the � � with protective caps. �_�" � ___ � wrench sideways - `,�--=__:�1' ---- around the protective � ; ; � cap, ensuring engnge- r�ent with the sprinkler ��A 1/2' ratchet is required WrenCh f�o,ts, Cnot avaitable froM Viking), Figure 2: Wrench 12144W/B for Coated and/or Recessed Pendent Sprinklers Sprinkler 41d May 7, 2010 � MicrofastHP� QUICK . �. . RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-3845464 Fax: 269-81&1680 Email: techsvcs@vikingcorp.com Sprinkler Thread Size Nominal Overall Listings and Approvals' Base SIN K-Factor Length (Refer also to Design Criteria on page 41e.) Part No.' NPT BSP U.S. metricz Inches mm cULus• NYCS VdS LPCB c �C � Standard Orifice 066626 VK302 1/2" 15 mm 5.6 80.6 2-1/4" 58 A1X, 61Y A1X, B1Y A3 A3X, B3Y C3X, E3Y" C3X, E3Y Large Orifice 06666B VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 A1X, B1Y A1X, B1Y A3 A3X C3" — 06765B VK352 1/2" 15 mm 8.0 115.2 2-3/8" 60 A1X, 61Y A1X, 61Y A3 — -- — Small �rifice° 067186 VK329 1/2" 15 mm 2.8 40.3 2-3/16" 56 A1X, 61Y A1X, 61Y -- — -- — 067206 VK331 1/2" 75 mm 4.2 57 2-1/4" 58 A1X, 61Y A1X, 61Y — — -- — 069326 VK331 -- 10 mm 4.2 57 2-3/8" 60 -- — A3 — G2 — Maximum 250 PSI (17 bar) WWP Standard Orifice Sprinkler Nominal Overall Listings and Approvals' Thread Size Base SIN K-Factor Length (Refer also to Design Criteria on page 41e.) Part No' NPT BSP U.S. metricZ Inches mm cULus° NYC VdS LPCB �� � 12282 VK317 1/2" 15 mm 5.6 80.6 2-1/4" 58 A1X, 61Y A1X — — -- — Maximum 250 PSI (17 bar) WWP Small Orifice° 12290 VK342 1/2" 15 mm 2.8 40.3 2-3/16" 56 A1X, 61Y A1X -- — -- — Approved Temperature Ratings A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), Approved Escutcheons and 286 °F (141 °C) Approved Finishes X- Standard surface-mounted escub�heon or B- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F �_ g�ss, Chrome-Enloy�, White the Vking Microfast� Model F-1 Adjustable (93 °C) Polyester��', Black Polyester°•', Escutcheon C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F and Black Teflor�' � °�) Y- Standard surface-mounted escutcheon or D- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 286 °F 2- Brass and Chrome-Enloy� the Vking Microfastm Model F-1 Adjustable � ° C) 3- Brass, Chrome-Enloy�, White Escutcheon or recessed with the Vking E- 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) Polyester', and Black Polyester' Micromatic� Model E-1 or E-2 Recessed F - 155 °F (68 °C), 175 °F (79 °C), and 286 °F (141 °C) Escutcheon G-155°F(68°C) Footnotes ' Base part number is shown. For complete part number, refer to Vking's current price schedule. z Metric K factor measuremeM shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufach�rer for any additional approvals. 4 Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5 Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA ° cULus Listed as cortosion resistant ' Other cobrs are available on request with the same Listings and Approvals as the standard colors. ° Listings and Approvals limited to Light Hazard Occupancieswhere allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems whe2 piping is corrosion resistant or intemally galvanized. ° The sprinkler orifice is bushed. 70 !�c�epted for use, City of New York Department of Buildings, MEA Number 89-92-E, Vol. 16. " CE Certified, Standard EN 12259-1, EC-certifiqte of confortnity 0832-CPD-2001 and 0832-CPD-2003. 12 �£ Certified, Standard EN 12259-1, EC-cert�pte of conformity 0786-CPD-4013D and 0786-CPD-40170 "�3 MED Certified, Standard EN 12259-1, EC�ertificate of confortnity 0832-MED-1003 and 0832-MED-1008. May 7, 2010 Sprinkler 41e � MicrofastHP� QUICK � � � � RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings M149058 Telephone: 269-945-9501 Technical Services: 877-3845464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com cULus Listina Reauirements: Microfast� and MicrofastHP� Quick Response Pendent Sprinklers are cULus �sted as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Ught Hazard where aflowed by the installation standards being applied, with hydraulically calculated wet systems only). • The sprinkler installation rules coMained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Ceiling ❑pening Size� 2-5/16' C58.7 mr�) MiniMUr� 2_1�8, 2-1/2' C63.5 r�r�) Mnxir�uM (54 MM) 1/2' _ ___. _... - - .... CLS MM) � . . _ �:':__: ..:. ................ . .__. . ;: ._. .;: . � _...____'` � ...._..'_'__'_"__" .:..........:...:. '': NPT f _ : . .. � �` 1-3,4� } � �._... 2-1/4' C44.5 Mr,) 2' 1-1/2' C38.1 r,r,) 1-5�8• C5B r,M) � C50.8 r,r,) � � MiniMUr� MaxiMUM � Installed with a � �' Pendent Sprinkler stnndard 1/8' surface- 06662B CVK302) Mounted escutcheon. Installed with a Microfast Model F-1 Adjustable Escutcheon Figure 3: Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-1 Adjustable Escutcheon Z_ Ceiling �pening Size; 2_l�g• C54 MM) 2-5/16' C58,7 Mr�) Minir�uM C54 MM) Z-1/2' C63,5 r,M) MQXIPIUM . .. . . . . .... ........... ........... �1�16� , _ .............._ .... � 1-3/4' 1-1/8' <28.6 MM) C44.5 MM) Minir,uM Z• 1-1/8' C28,6 MM) _� C50,8 Mr�) MiniMUr� MaxiMUr, � � Maxir�uM � 1 1 � Installed with a MicroMatic Model E-1 Recessed Escutcheon Installed with a thread on Model E-2 Recessed Escutcheon Figure 4: Sprinkler VK302 Dimensions wifh the Model E-1 and E-2 Recessed Escutcheons Sprinkler 41f May 7, 2010 � MicrofastHP� QUICK . �. . RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-3845464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Sprinkler S � N Thread Size Nominal K-Factor Overall Length FMApprovals' Base Part No.' NPT BSP U.S. metric Inches mm (Refer also to Design Criteria below.) Standard Orifice 06662B VK302 1/2" 15 mm 5.6 80.6 2-1/4" 58 A2X, B2Y Large Orifice 066666 VK352 3/4" 20 mm 8.0 115.2 2-3/8" 60 A1X, 61Y Small Oriflce° 067186' VK329 1/2" 15 mm 2.8 40.3 2-3/16" 56 A1X Approved Escutcheons Approved Temperature Ratings Approved Finishes X- Standard surface-mounted escutcheon orthe Vking A- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), �_ g�ss and Chrome-Enloy� Microfast� Model F-1 Adjustable Escutcheon 200 °F (93 °C), and 286 °F (141 °C) 2_ grass, Chrome-Enloy�, White Polyester�, Y- Standard surface-mounted escutcheon or the B- 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and Biack Poi ester� Vking Microfast� Model F-1 Adjustable Escutcheon and 200 °F (93 °C) y or recessed with the Vking Micromatic'� Model E-1 or E-2 Recessed Escutcheon Footnotes ' Base part number is shown. For complete part number, refer to �king's current price schedule. z Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the meVic K factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufachuer for any additional approvals. 5 FM Approved as standard response control mode standard spray Non-storage sprinklers. For specfic application and instailation requirements, refer- ence the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). e Other cobrs are available on request with the same Listings and Approvals as the standard colors. ' The sprinkler orifice is bushed. FM Auoroval Reauirements: The sprinklers indicated in Approval Chart 2 are FM Approved as standard resporue Non-storage standard spray pendent sprinklers as indicated in the FM Approval Guide. For specfic appiication and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requiremerrts, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F 081296 Replaces page 41 a-f, dated April 16, 2010. (Added VdS Approval to — Sprinklers 06765B and 066666 and obsoleted Sprinkler 12104.) ` • ' � � • ` � � . ... .. . .. . . .. . . . ... . r :., , ,...,:,� ` :.: �' � _;��: . . . . , .<_,,...,� . � .<:�< � < :;: .: _ .... ... . . .� . � , When you specify Allied Schedule-10/Schedule-40 sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/5thedule-40 gives you the extra quality assurance you demand. Our Sch-10 (1 �/4"— 8") pipe and Sch-40 (1 "— 2�/�") pipe have passed the same thorough lab testing as our other iisted pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. O Galvanized Pipe �� �- - • Schedule-10/Schedule-40 produd can be "hot-dip" NPS Nominal I.D. Wt. Wt. (H20 Flled) cRR ... . . - galvanized to meet FM requirements for dry systems ��:-. : ."`�� �`��::i��i►'- :. n .°-: � " �;� � �' ;'.�;� °:�,. in accordance with the zinc coating specifications of �° 1.049 1.680 2.05 � ,.. .:��.>.. ;; . .,c. ASTM A-123. � - u.a�"'���.<_.. : ,�::_,�::���. R�;�;;� ���I��<��- . . .. . ,,,, _ w .: , .,-. j:..:f� . . ....: .:.. 1'/a" 1.380 2.Z70 2.93 1 � Superior Coating . �. ;::'. . �. . `� �. _. ., ,., . � , �:: ��::� �:�s;. ; .: ,. �.: �� .o.. ; �- ; :_ _ e _. Our advanced formula mill coating oifers a clean, �'�" i.6�o Z.�zo 3.61 � durable surface. It is also paint-ready for custom � �.�.�?�� ��� .. : �` u�����:._ color applications without special preparation. z 2.067 3.650 5.13 i �:��f;::r,:.': :.;. :� .:�5. . ,.�i�. ° `�;i�::m : a. , _, ,= .:. .a. . :°.... ' "" ; �.. . _ . . . .. . . .. .. �} American Made z�h" 2.469 5.790 7.86 1 Able to meet "Buy American" requirement and is ��,� � �;�;� _.. �,�,.. a> j�;�� ... � avaiiable through distributors in the USA, Canada, � Mexico and Latin America. � � - • NPS Nominal I.D. Wt. Wt. (H20 Filled) CRR . , ,. _.. :. , � Spec� ications & Approvals f�;��;... .. .. ..���mrn . _. '::,` :��� �_ ° � ..��"�m:°>.-.�: ,.:: :��-. : Schedule-1QISchedule-40 pipe are in compliance ��i<° i aaz i.s�o 2.525 7.0955 ,. . . .._ ��+ with the following: ASTM A-135, Type E Grade A, and '':3�;,;�.<.. � i<--� ,;<:3� ��"R ?g_ a,, r�.� *' s :s ' ,�.Y�g' • s�:za '.^x.«� NFPA 13. All pipe products have a rated working i��° i.6sz z.oso 3.04 5.6570 �.... � . . _. �, pressure of 300 psi maximum and also meet the -'~�_U�;�<.<. � =' ""�k �7 ' "`' ' "'� _• -�:- � -<.�:: :_:.. ��� :�� �`�:.� �;. �-: ; x ��: ,..: •r; ?�5;€ s ....... .. ...............: . . .,..: ..... .. �.:. .. .:.. . . .. . ... .. . stringent requirements for the following applications 2" z.i s� 2.640 � 4.22 4.5827 ; � , , �:. , �.„ and tests: ' ' -- ° �A:B .' '�:9. �:". .. _ .: ,,,. . , �E , �.<� .. .. _.._.. _ .. .:. .. . ....... ...... • Welded Outlets 2'fi" 2.635 3.530 5.89 3.5196 ;._. . � � • Hydrostatic Pressure ;� `..., ,,: ,k���: �<�:��°=° _ �:�.� �: ;�..m � ... . ...::.. .:: . ..... .. . .. ... . ...,� • Side Wall Rupture 3" 3.260 4330 �.9a 2.5550 . ...: .. ..... , .. _ , � :�:�;�: :. :' . 82:8 0 =_° a��4'� ����2 � �;. 4" 4.260 5.610 1178 1.6020 _ '�xF ctl]8:2' ;$�. � �z'k��:. ;���' i:�. � > ,.. _... . . .. , . �,� . ._ �. . .. . . 5" 5.295 7 77 17.33 1 4874 .�:.•m.. . .. ; ,> .. : �;� <; ���:5. = : ��t.�.�;::� .�.. . . . . :. .k. � f' ki �: �.; � : . H � . i •,^�: .. . . . . ... ... ... . . . ... . . . ... .. ... . . . . . . .... .. �. : 6" 6357 9.290 23.03 1.OZ51 :� s � : � r - , x:: a- *' ` ��� s-c � '� °����: �;.. � �. :�, �;13.g� ;,�= '" "`�1��-._" _`�;: -��:�ri,�: 8" 8.249 16.490 40.15 1.8365 ... . ._ � .. �x . - �(} _..:: : �/y� � � _'�4, ,1tlV�Y�S" _.. ;:Y� `� 'i '�Ai yi���L�" �T . . . < . . i;Sx,.,:: ...� y��WY 6<' � .��u�...: .. .. . . 'F-�x': �: �L C �L F M •rr�orco .,.._. . ... � »ki .q;;•� _ �._... a,&: ,-+: ..::v; . , . �r.� s>� _ � �g s�:' :.�':z: � �, a � H , .,.s a�. . .:� . . �„� ..... .. _ ... � , .. .:. ..� :�.. .:s : . . . .: e "1;n.<.5. S.di. .. .. .. :.: '.�. q,..v,.. .Y�' ..� �,...�...�#�,,,,,�. .&: � . �'� '% ' i .�.. : �, d ` ' " °rw.,,,, "y`;.a?s as . .....;�:...�...%. ...�€�.. . ,.... Y . ..:n:,_, n :.. 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SPF/FiNVIL" Ductile Iron Submittal Sheet � • Max. Dimensions- Nominal Anvilltem Universal yirorking In.(mm) Approx. Size Number Number pressure Wt. Each A B ;� A � �.:s i � 1 840000004 D690033 500 1.50 1.50 0.62 � 2� 3450 3E. I D 3d.1 � D.29 _ 1�/a 840000012 D690044 500 1.15 1.75 0.40 � 32 3450 4d.43 44.43 0.41 B lYz 840000020 D690055 500 1 94 1.94 1.20 � 40 3450 44.2T6 �4.27b 0.54 i 2 840000038 DB9006b 5�0 2.25 2.25 1.85 50 3430 5T.1: i7.15 0.84 � i i � Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME 816.3 Class 150. U C Factory Mutua) Approved for 500 psi service. Threads are NPT per ANSI/ASME B1 .20.1. O FM � Ductile iron per ASTM A536 Class 65-45-12. nPrROVeo For Listing / Approval NOiICE: Ductile iron fittin s have hi her tensile stren th lhan that of sted i Therefore, over fi htenin can cause dam e to i threods which m cause leaka e. Ductile details contad your 9 9 9 P �� 9 9 � P � % 9 AnvilStarTM RepresentaYive. iron fiffings should be fightened lhree tums beyond hand fight, but rw more ihan four lums. '' 1 1' � 1 t. .� i i Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 03.03.060010 go to www.anvilstar.com or contact your local AnvilStar representative �z��NV�L � °; °°� °°� /�1�►1�`LStarTM Fire PmduUs Division of Mvil' Intemalionel • SPF/FiNVL Ductile Iron Submittal Sheet .� Nominal Anvil Ifem Universal Max. Wo�king Dimensions Approx. Size Number Number Pressure Wt. Each � A B B 1 840003164 DT333 500 1.50 1.50 0.85 -�- - 25 3450 3B. ]0 38.10 0.39 l Y< 840003112 DT444 500 1.15 1.15 1.22 32 39;� 44.45 44.45 0.55 �—A—r�—A—� 1�k 840003180 �T555 500 1.94 1.94 1.55 40 34.StJ 49.27 4,°11 �.70 2 840003198 DTbbb 500 1.25 2.25 2.45 30 3450 57.15 S7. i5 I.11 a y � � Ductile iron threaded fittings are Ul & ULC Listed & Dimensions conform to ASME 616.3 Class 150. Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B1 .20.1. �� FM U C Ductile iron per ASTM A53 C 65-45-12. nPrROVeo For Listing / Approval NOTICE: Dudile iron Fiitin s have hi her tensile slre th than ihat oF steel i Therefore, over fi htenim m� cause dam e ro i threads which m cwse leaka Ductile details contad your 9 9 � p �� 9 9 � P � % �' AnvilStarTM Representative. iron Fiffings should be fighiened lhree turns beyond hand fight, but no more than Four lums. '• 1 1• � � 1. . � � � Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, � = �� NV'L REV 03.03.06-0013 go to www.anvilstar.com or contact your local AnvilStar representative � � ������ /���i Star� .. , Fire Producfs Division ot Amil' �ntemellonal • SPF/FINVIL' Ductile Iron Submittal Sheet � � Nominal Anvilliem Universal M°X Dimensions Approx. Nominal Anvilltem Universal M°x Dimensions Approx. Size Number Numbar Working W�• Size Number Number Pressure Each Pressure A g � Each p g � 1 x fi x 1 840004196 DT313 500 1.50 1.36 1.50 0.64 1 h x 1/4 x 1 640004428 DT543 500 1.65 1.58 1.80 1.25 � e 'd'� ' � 1 4 x°• K 4'.9' 4'." 4 1 1 x/� x 1 840004204 DT323 500 1.50 1 45 1.50 0.13 1,'� x 1/a x 2 840004436 DT546 500 2.16 2.10 2.02 1.90 �x' 9 ' i '+ 4 4 1 "d t� % d 1 x 1 x h 840004212 DT331 500 1.26 126 1.36 0.71 1 h x 1 h x h 840004444 DT551 500 1 41 1.41 l.l 6 1 1 S �c � ar t z cq �z^ g �c ^q ) 1 x 1 x/a 840004220 DT332 500 1.31 1.31 1 45 0.16 1 fi x 1 h x!� 840004451 DT552 500 1.52 1.52 1.15 1.24 "z � d' d 4 20 i i 4 t x 1 z 1/s 840004238 DT334 500 1.b7 1.67 1.58 0.98 1 fi x 1 ie x 1 840004469 DT553 500 1.65 1.65 1.80 1.30 { 5 3 4 4.4 41 4x ,4 11 1 �9 1 z 1 x 1 h 840004246 DT335 500 1.80 1.60 1.65 1.16 1 h x 1 h x 1/e 840004411 DT554 500 1.82 1.82 1.88 1.48 - X . q - q 7 e ' q d � 2 4 4775 � 1/+ x 1 x h 840004253 DT431 500 1.34 1.26 1.53 0.82 1 fi x 1 h x 2 840004485 DT556 500 2.16 2.16 2.02 1.98 C " 1 4 9 4 3.. ? 1 4n 6 1 G9" �_ 1/e x 1 x/e 840004261 DT431 500 1 45 137 1.62 0.90 2 x 1 x 2 840004493 DT636 500 2.25 2.02 2.25 2.15 - ' q - 1 7 • 4 ' � ' ? ; 1/e x 1 x 1 840004279 DT433 500 1.58 1.50 1.67 1.00 2 x 1/� x 2 840004501 DT646 500 2.25 2.10 2.25 2.30 x . s c 1 4.d' 4 7 x5 % "4 � 7 '. d I i 1. 4 � 1/a x 1 x 1/� 840004281 DT434 500 1.75 1.67 1.15 1.08 1 x 1 ft x h 84�004519 DT651 500 1 49 1 41 1.88 1.50 �- A B d�n a qs a'.4' 4 ? S 4 ? 7{ 1/a x 1 x 1 h 840004295 DT435 500 1.88 1.80 1.82 1 42 2 x 1 h x/a 840004527 DT652 500 1.60 1.52 1.97 1.62 3 x 4 '4 4T. 7" 4. . 4 5 4� 0 34 4. 4 1 " 4 T i 1/a z 1/4 x/s 840004303 DT441 500 1.34 1.34 1.53 0.86 2 x 1 h x 1 B40004535 DT653 500 1.13 1.65 2.02 1.64 ' 1 4{0 e d , 4.04 6 � 5 e 5 ^�p � 9e 7 �I 4 1/a x 1/a x/a 840004311 DT442 500 1.45 1.45 1.62 0.92 2 x 1 h x 1/s 8400D4543 DT654 500 1.90 1.82 2.10 1.80 � x ' 4 1 "� 4 4 1/c x 1/� x 1 840004329 DT443 500 1.58 1.58 1.61 0.95 2 x 1 ft x t ft 840004550 DT655 500 1.02 1.94 2.16 2.00 ''� � 4' 1� 4 z4 "4 � 1] � 4 91 1/4 x 1/a z 1 ft 840004331 DT445 500 1.88 1.88 1.82 1 45 2 x 1 ft x 2 840004568 DT656 500 2.25 2.16 2.25 2.35 7� 47 L 4 47 ' d D ? x 34 '. i t '4 � ;. T 1/a x 1/4 x 2 840004345 DT446 500 2.10 2.10 1.90 1.75 2 x 2 x fi 840004576 DT661 500 1 49 1 49 1.88 1.60 3 x' � 4 ?. 4 x ;� 4 "7 � "1. 47.7 AI" 1 h x 1 z/z 840004352 DT531 500 1 41 1.34 1.66 0.95 2 x 2 x/e 840004584 DT662 500 1.60 1.60 1 91 1.68 4r �x15 4{ 3.i 44 4.1b x5x 4 9 4064 5.04 1 h x 1 z/a 840DD4360 DT532 500 1.52 1.37 1.75 1 14 2 x 2 z 1 840004592 DT663 500 1.13 1.13 1.D2 1.85 x x 34 $,¢i 44.d� cn d .� 4° 4 ' 1 1 h z 1 x 1 840004318 DT533 500 1.65 1.50 1.B0 1 17 2 x 2 x 1/e 840004600 DT 664 500 1 90 1.90 2.10 2.04 d 4s l S x , 4 a� 14 4 i h x 1 x 1/a 840004386 UT534 500 1.81 1.61 1.88 1.34 2 x 2 z 1 h 840004618 DT665 500 2.02 2.02 2.16 2.18 x r " , 4' � '• 0 44.4' 4'.4 44.4 ' �9 1 h x 1 x 1 ft 840004394 OT535 500 1.94 1.80 1.94 1.45 2 x 2 x 2 k - DT661 S00 2.60 2.60 2.39 3.61 4 x x 4� 49 T" 4 r 4 4 1 h xl /4 x h 840004401 DT541 500 1 41 1.34 1.66 1.05 2 h x 2 x/a - DT762 500 1.14 1.60 232 2.28 � X ir r� 4.4 ] r' 44 � 4¢q ' 7 1 h xl /< x/e 840004410 DT542 500 1.52 1 45 1.15 l.l 5 4 � a . � . � Ductile iron threaded fittings are UL & ULC Listed & Dimensions conform to ASME 816.3 Class 150. U� �C Factory Mutual Approved for 500 psi service. Threads are NPT per ANSI/ASME B1 .20.1. F "' Ductile iron er ASTM A536 Class 65-45-12. nPPaoveo p For Listing / Approval NOTICE: Ductile iron fittin s hwe hi her tensile s th than that of steel i ThereFore, over ti hlenin can cause dam e to i e Ihreods which m cause leak e. Ductile details contad your g 9 �9 p P�' 9 9 °9 P P °Y °9 AnvilStarn" Representative. iron fiMings should ba fighlened ihree Iums beyond hand fight, but no more than four lums. '• 1 1• � 1 1. . � � � Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UUULC Listed and FM Approved pressure ratings, versus pipe schedule, � REV 03.03.06-0014 go to www.anvilstar.com or contact your local AnvilStar representative . y� � ■ ... - . -- . ��: Fig. 200 -"Trimline" Adjustable Band Hanger C ��,� Fig. 200R (Import) -"Trimline" Adjustable Band Hanger F �, w/Retainer Ring � Size Range — 1/2" thru 8" pipe Material — C-arbon Steel, Mil. Galvanized to G90 specifications -�� Function — For fire sprinkler and other general piping -- Q� purposes. Knurled swivel nut design permits hanger `�' g � adjustment after installation. -- --� � � Features — % =-� � �� , ; �'� � •(1/2" thru 2") Flared edges ease installation for �, B ,'�, `'';; ; s % 1 ; � all pipe types and protect CPVC plastic pipe � ;;�� �- i� �, 'i� 1.= % from abrasion. Captured design keeps adjusting ; � ��}= ,% ; � , ,; nut frorn separating with hanger. Hanger is eas- ' l,'�, �;, '' ily installed around pipe. �-' A '�,'� •(2'/z" thru 8") Spring tension on nut holds it ---� securely in hanger before installation. Adjusting � nut is easily removed. Fig. 200 ��� - 2�� Fig. 200 2+�° - s�� Approvals — Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual �� Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171 E, Type 10 and 'Q ;;==� '"-_ _ Manufacturers Standardization Society SP-69, Type ;�� � -�-- g, 10. ' e '� � ; �'� , � � �' -- Maximum Temperature — 650°F ; ; ; , ' ; ' a � , , Finish — Mil. Galvanized. Stainless Steel materials will '� '' ' '' '� , %;' : ±'� %;' ' i , i � be supplied with (2) hex nuts in place of a knurl nub. ;' � ; " _ ;';' ;��' ;;' Order By — Figure number and pipe size ,, i A �' � ;; � '' , �,, �, � Note — Figure 200R (import) with retainer ring and A �� non-captured knurl nut. ���___:=%' � Fig. 200R 2�h" - 8" Fig. 200R 1/2" - 2" Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. WtJ100 1/2 3/8 8mm or 10mm 3�/a 2 400 11 3/4 3/8 8mm or 10mm 3�/a 2��Z 400 11 1 3/8 8mm or 10mm 3 2 400 12 1 Ya 3/8 8mm or 10mm 3 2�/e 400 13 1�h 3/8 8mm or 10mm 3�/a 2�/s 400 14 2 3/8 8mm or 10mm 4�/z 3 400 15 2�/z 3/8 10mm 5 4�/e 600 27 3 3/8 10mm 5�/e 4 600 29 3�� 3/8 10mm 7�e 5Ya 600 34 4 3/8 10mm 7 5 1000 35 5 1/2 12mm 9�/e 6�/a 1250 66 6 1/2 12mm 10�/a 6�a 1250 73 8 1/2 12mm 13�/s 8�a 1250 136 OFfICElMANUFACTURING FACIUTY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951 737.5599 • FAX: 951.737.033D � CUSTOMER SEHYICE • 800.786.5266 www.tolcn.com � � � � ■ . . . � - . �- . ��: Fig. 68S and 68W - Malleable, Reversible AVAl�ABL.E 2Q�9 Beam Clamps 3/4" and 1-1/4" Throat Openings FM ��� �Q Size Range — 3/8" thru 7/8" rod APPROVfD Material — Cast Malleable Steel with hardened cup point set screw and jam nut �--'" � Function — Recommended for hanging from steel beam where flange thickness � does not exceed 3/4" (Fig. 68S) or 1-1/4" (Fig. 68W) �� Features — May be used on top or bottom flange of the beam. Beveled lip , �' allows hanging from top flange where clearance is limited. may be instalied j with the set screw in the up or down position. Offset design permits unlimited rod 1 adjustment by allowing the rod to be threaded completely through the ciamp. � The rear window design permits inspection of thread engagement. �� f Approvals — Factory Mutual Engineering Approved. Underwriters Laboratories Listed. Conforms to Federal Specification WW-H-171 E, Type 23 and ��-��---- Manufacturers StandaMization Society SP-58, Type 19. Fig. 68S 3/8" is cULus ��� Listed to support up to 4" pipe with the set screw in the down position, up to 3" pipe with the set screw in the up position. Fig. 68S 1/2" is cULus Listed to �� '��„ support up to 8" pipe with the set screw in the down position, up to 6" pipe '� with the set screw in the up position. Fig. 68W 3/8" is cULus Listed to support � � up to 4" pipe with the set screw in the down position, up to 4" pipe with the '� � ; , set screw in the up position. Fig. 68W 1/2" is cULus Listed to support up to 6" ; ; pipe with the set screw in the down position, up to 6" pipe with the set screw y ,��� �� in the up posi�ion. Factory Mutual Engineering approved only with the set f screw in the down position. �'� �� Finish — Plain Note — Available in Electro-Galvanized and HDG finish Order By — Figure number, rod size & finish i f RQD Fig. 68S SlZE _ Dimensions • Weiqhts � � Max. Rec. Max Rec. Rod A B C D E F Load Lbs. Load Lbs. Approx. F —�— . 1 Size Set screw WtJt 00 j � Set screw up down j � 3/8 3/8 1-1 /2 3/4 1-1 /8 7/16 7/8 610 610 32 �— 1/2 3/8 1-5/8 3/4 1 7/16 1-1 /8 750 1130 54 5/8 1/2 1-9/16 3/4 1 9/16 1-1 /8 750 1130 50 _.. �_.��.. .,_.,� 3/4 1/2 1-3/4 3/4 1-1 /8 9/16 1-1 /4 750 1130 81 �__. p_._. .� 7/8 1/2 1-3/4 3/4 1-1 /8 9/16 1-5/16 750 1130 75 '- -- - r X e,,,. a ; �'. E _�,. .. Fig. 68W ��'=;�� �� Dimensions • Weights .� c Max. Rec. Max Rec. � � Rod A B C D E F Load Lbs. Load Lbs. Approx. �.. _'.. .,� t Size Set screw up Set screw WtJ100 �; � down 1 3/8 3/8 1-9/16 1-1/4 1-1/8 7/16 13/16 610 610 41 1/2 1/2 1-9/16 1-1/4 1 5/8 1-1/8 750 1130 66 5!8 1/2 1-1/2 1-1/4 1 9/16 1-1/8 750 1130 68 �� 3/4 1/2 1-3/4 1-1/4 1-1/8 3/8 1-1/4 750 1130 110 7/8 1/2 1-3/4 1-1/4 1-1/8 9/16 1-5/16 750 1130 98 OFFICE/MANUFACTURING fACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.73�.5599 • FAX. 957.737.0330 � CUSTOMER SERVICE • 800.786.5266 www.tolco.com � D PLAN(S AVE �EN �� IL � pRSHAL' S OF�ICE �Y Z y �/' Da �c: ___ Fire Protection by Computer Design CV T � � � � ' .-. � M �X WI.�L 2 EAGLE FIRE PROTECTION � ��- Q� 1205 CROWN PARK CIRCLE r• 00 � WINTER GARDEN, FL. 34787 �^ Q � W 407-656-8387 W T � C � � � �� �p Q �� .`\ Job Name : TJ MAXX SALES AREA Building : EXIST. Location 7326 GALL BLVD. ZEPHYRHILLS, FL. System : 1 Contract : 11-20 Data File : TJ.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 EAGLE FIRE PROTECTION Page 1 � TJ MAXX SALES AREA Date Hydraulic Desiqn Information Sheet Name - TJ MAXX Date - 3/29/11 Location - 7326 GALL BLVD. ZEPHYRHILLS, FL. Building - EXIST. System No. - 1 Contractor - T.B.I. CONSTRUCTION Contract No. - 11-20 Calculated By - EDDIE JR. Drawing No. - 1 OF 1 Construction: ;) Combustible (X) Non-Combustible Ceiling Height - 12' Occupancy - MERCANTILE S (X) NFPA 13 () Lt. Haz. Ord.Haz.Gp. () 1(X) 2() 3 () Ex.Haz. Y () NFPA 231 () NFPA 231C () Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 990 System Type Sprinkler/Nozzle Density - .2 (X) Wet Make VIKING D Area Per Sprinkler - 196 () Dry Model QREC VK572 E Elevation at Highest Outlet - 13'8" () Deluge Size 3/4" S Hose Allowance - Inside - 100 () Preaction K-Factor 14.0 I Rack Sprinkler Allowance - () Other Temp.Rat.155 G Hose Allowance - Outside - 150 N Note REMOTE AREA REDUCE BY 34% FOR 12' CEILINGS Calculation Flow Required - 250.87 Press Required - 34.309 AT BOR Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 3/17/11 Cap. - T Time of Test - 9:20AM Rated Cap.- Elev.- E Static Press - 53 @ Press - R Residual Press - 50 Elev. - Well Flow - 1030 Proof Flow S Elevation - 2 U P Location - SEE SITE PLAN P L Source of Information - TAKEN BY EAGLE FIRE Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled � Palletized � Rack M () Single Row () Conven. Pallet () Auto. Storage () Encap. S R () Double Row () Slave Pallet () Solid Shelf () Non T A () Mult. Row () Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N 0�� �� �MM M00 m � N fII .. . .. . .. ao � � ai m � p �"�N CL.Ld....�� C� C O V � 01 o�p > � �� � � � � � � � N N �, �,Q v �,�2 W fn !n f� � � � � y y ' � ��-NN O OM (p �0�0220(n E a� o � � 0 M O O � CO � � 2 Z � m s � c � O O � � N T � N � 1.1� U C U � � Op f '-' ` 6 O � j, O< S � Z �, .a � O � J U u- o a o � o � o � 0 . U 0 0 0 M � M O O ��� .. � .. .-. � Z N v� o � �u�3 0 0 N� co � � Q Na� � � W �'-- � W� ?' U " ° a A � � � � � � � � Q. a � � cn �� v 0 Q W Q ��� � N � � � ��NN � � X �UUU o 0 0 0 0 0 � J Q �. � � M N � O O O O O O O O O O � � � �- � � � OD I� CO � �f M N � j C� � U d � W cn cn � � W > W � •Flow Diagram EAGLE FIRE PROTECTION Page 3 � TJ MAXX SALES AREA Date 39.2 SSP� A 39.2 SSP� 8 39.2 SSP� C 39.2 SSP{- D 39.2 SSP6- E 39.2 SSP6- F 15.8 1 F 2 � � 15.8 1 73.2 6.6 3 --> 100 -> 101 E- 102 <- 4 1 sz.s a�.g � s� a � ss.s � sa.s s.� � 5 � 103 -� !04 F 105 F 8 T 41 45.4 � 142 � 16.4 7 <- 8 1 1 � �2�.s �2s.s � �a.� s � �o T T � 11q.8 140.1 � 13.� 11 E- 12 1 T � 96.$ 154 � �a.� 13 F 14 1 1 � e2 � �ss.s � �4� 15 F 18 T � 67.6 � 10.8 17 F 18 1 � 5s.e � i� 19 F 18 F 20 ?' 21.9 � 45.7 � 13.5 21 i- 22 T � 32.2 � 9.4 23 f- 24 1 � zz.a � s.s 25 E- 24 F 28 1 18.9 � 13.3 � 13.3 27 <- 28 15.8 142 110.8 82 56.8 32.2 13.3 1-�3 F-5 i-7 F9 F11 F-13 F.-15 <--l7 i.-19 �-21 F23 F25 F27 T 57 4 ?' 12516 T 96.9 ?' 67.6 45.x 22.8 � 15.6 � 16.� 14.$ 13.� 14.$ 14.4 � 13.5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 flow Diagram EAGLE FIRE PROTECTION Page 4 � TJ MAXX SALES AREA Date � �s.a �o�.s � �aq.� � �sq.s s�.s � s2.2 2 F 4 F- 8 <- 8 <-- 10 <- 12 F 14 F- 18 F- 29 -� 20 -> 22 --� 28 -� 28 63.5 125.3 154 183.3 45.7 13.3 250.9 350.9 29 <- TORi- BOR- TEST 250.9 Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 � � � M N . N CO � � O O .- O N � � � � GO �O� N m w N (a a � co 0 v ao ao v u� M !� t� N N(O(�O � N �[J � � � DO � �(�7 M O CO rMM � � _ N �n Z � � N N � f6 L O O � � r N N > C > � � [h CO �-- � N 7 M I � � � � � U \ N C N CO � � U N f0 � O "O N � .- r- >. 2 � \ � �000 N � . f L \ N � O M O CD j — � C � �, � � � � � d N O tf7 a � � � a U � N O� y � y N �, (� C V � � O � N O M � � � a � � � � N � V ��a� a� � W � w > ►- (A O ?�2 (n ( p L Q� a �..I � �9 C O � ;�+ � - fA 1 W Q � E fq C LL C fA C J �� C N 0 N 0 � �'C �� � LL p�Z W U' O� j �'_ � � J � J > � � � � � �� C � .. � �3 fn Ll.. W F- L� Q W U' F- � � J LL d -Pressure / Flow Summary - STANDARD EAGLE FIRE PROTECTION Page 6 � TJ MAXX SALES AREA Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SSP1 -1.667 14 7.84 na 39.2 0.2 196 7.8 SSP2 -1.667 14 7.84 na 39.2 0.2 196 7.8 SSP3 -1.667 14 7.84 na 39.2 0.2 196 7.8 SSP4 -1.667 14 7.84 na 39.2 0.2 196 7.8 SSP5 -1.667 14 7.84 na 39.2 0.2 196 7 8 SSP6 -1.667 14 7.84 na 39.2 0.2 196 7 8 1 13.667 20.49 na 3 13.667 20.48 na 100 13.667 K= K@ A 14 79 na 40.63 101 13.667 K= K@ B 14.61 na 39.2 102 13.667 K= K@ C 14.64 na 40.99 5 13.667 20.49 na 103 13.667 K= K@ D 16.22 na 43.6 104 13.667 K= K@ E 15.77 na 44 1 105 13.667 K= K@ F 15.77 na 42.34 7 13.667 20.68 na 9 13.667 20.84 na 11 13.667 20.98 na 13 13.667 2106 na 15 13.667 21 11 na 17 13.667 21 15 na 19 13.667 21 18 na 18 13.667 217 ' na 21 13.667 21.2 na 23 13.667 21.21 na 25 13.667 21.22 na 24 13.667 21.54 na 27 13.667 21.22 na 2 13.667 21.96 na 4 13.667 21.96 na 6 13.667 21.96 na 8 13.667 22.0 na 10 13.667 22.03 na 12 13.667 22.07 na 14 13.667 22.17 na 16 13.667 22.22 na 29 13.667 22.25 na 20 13.667 22.23 na 22 13 667 22.23 na 26 13.667 22.21 na TOR 13.667 23.02 na BOR 2.0 34.31 na 100.0 TEST 2.0 34.4 na The maximum velocity is 14.55 and it occurs in the pipe between nodes SSP1 and A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 -Final Caiculations - Hazen-�JVilliams EAGLE FIRE PROTECTION Page 7 ° TJ MAXX SALES AREA Date Hyd Qa Dia. Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv "**"*"* Notes *"**"* Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SSP1 39.20 1 049 2E 4.0 5 708 7.840 K Factor = 14 00 to 120 0 1 T 5.0 9.000 -0.722 A 39.2 0 4519 0.0 14.708 6.647 Vel = 14.55 0.0 39.20 13.765 K Factor = 10.57 SSP2 39.20 1.049 2E 4.0 7.583 7.840 K Factor = 14.00 to 120.0 1 T 5.0 9.000 -0.722 B 39.2 0.4519 0 0 16.583 7.494 Vel = 14.55 0.0 39.20 14.612 K Factor = 10.25 SSP3 39.20 1.049 2E 4 0 4.875 7.840 K Factor = 14.00 to 120.0 1 T 5.0 9.000 -0.722 C 39.2 0.4519 0.0 13.875 6.270 Vel = 14.55 0.0 39.20 13.388 K Factor = 10.71 SSP4 39.20 1.049 2E 4.0 4.250 7 840 K Factor = 14.00 to 120.0 1 T 5 0 9.000 -0 722 D 39.2 0.4519 0 0 13.250 5 988 Vel = 14 55 0.0 39.20 13 106 K Factor = 10.83 SSP5 39.20 1.049 2E 4 0 2.833 7.840 K Factor = 14.00 to 120.0 1 T 5 0 9.000 -0.722 E 39.2 0 4520 0.0 11.833 5 348 Vel = 14.55 0.0 39.20 12.466 K Factor = 11.10 SSP6 39.20 1.049 2E 4.0 5.167 7.840 K Factor = 14 00 to 120.0 1 T 5.0 9.000 -0.722 F 39.2 0.4519 0.0 14.167 6 402 Vel = 14.55 0.0 39.20 13.520 K Factor = 10.66 1 15.84 1.728 4E 22.58 152.417 20.485 to 120.0 2T 22.58 45.160 0.0 2 15.84 0 0074 0.0 197.577 1.470 Vel = 2.17 0.0 15.84 21 955 K Factor = 3.38 3 -73.20 1.728 2E 1129 22.500 20 482 to 120.0 1 T 11.29 22.580 0 0 100 -73.2 -0.1262 0.0 45.080 -5.691 Vel = 10.01 100 40.63 1.728 0 0 6.333 14.791 K Factor @ node A to 120.0 0.0 0.0 0.0 101 -32.57 -0.0283 0.0 6.333 -0 179 Vel = 4.46 101 39.20 1.728 0.0 19.833 14.612 K Factor @ node B to 120.0 0.0 0.0 0.0 102 6.63 0.0015 0.0 19 833 0.030 Vel = 0.91 102 41.00 1.728 2E 11.29 105.750 14.642 K Factor @ node C to 120.0 1 T 11.29 22.580 0.0 4 47.63 0.0570 0.0 128.330 7.314 Vel = 6.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H USA 03087 Final Calculations - Hazen-Williams EAGLE FIRE PROTECTION Page 8 � TJ MAXX SALES AREA Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """""** Notes ""`*"* Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 47.63 21.956 K Factor = 10.16 5 -84.60 1.728 1 T 11.29 14.625 20.492 to 120.0 0.0 11.290 0.0 103 -84.6 -0.1650 0.0 25.915 -4.276 Vel = 11.57 103 43.60 1.728 0.0 10.250 16.216 K Factor @ node D to 120 0 0.0 0.0 0.0 104 -41.0 -0.0432 0.0 10.250 -0.443 Vel = 5.61 104 44.10 1 728 0.0 1.667 15.773 K Factor @ node E to 120.0 0.0 0.0 0.0 105 3.1 0.0006 0.0 1.667 0.001 Vel = 0.42 105 42.34 1.728 1 T 11.29 107.208 15.774 K Factor @ node F to 120.0 0 0 11.290 0.0 6 45.44 0.0522 0.0 118.498 6.191 Vel = 6.22 0.0 45.44 21.965 K Factor = 9.70 7 16.40 1728 2T 22.58 143.750 20.677 to 120.0 0.0 22.580 0.0 8 16.4 0.0079 0.0 166.330 1.319 Vel = 2.24 0.0 16.40 21.996 K Factor = 3.50 9 14.75 1.728 2E 11.29 147.583 20.844 to 120.0 2T 22.58 33.870 0.0 10 14.75 0.0065 0.0 181.453 1.184 Vel = 2.02 0.0 14.75 22.028 K Factor = 3.14 11 13.95 1.728 2E 11.29 151250 20.979 to 120.0 2T 22.58 33.870 0.0 12 13.9 0.0059 0 0 185.120 1.089 Vel = 1.91 0.0 13.95 22.068 K Factor = 2.97 13 14.87 1728 2T 22.58 143.750 21.065 to 120.0 0.0 22.580 0.0 14 14.87 0.0066 0.0 166.330 1.100 Vel = 2.03 0.0 14.87 22.165 K Factor = 3.16 15 14.38 1.728 2E 11.29 144.917 21109 to 120.0 2T 22.58 33.870 0.0 16 14.38 0.0062 0.0 178.787 1.112 Vel = 1.97 0.0 14.38 22.221 K Factor = 3.05 17 10.84 1.728 1 E 5.645 120.458 21.147 to 120 0 2T 22.58 28225 0.0 18 10.84 0 0037 0.0 148.683 0.548 Vel = 1.48 0.0 10.84 21.695 K Factor = 2.33 19 11.02 1.728 1 E 5.645 119.458 21.177 to 120.0 1 T 11.29 16.935 0.0 18 11.02 0.0038 0.0 136.393 0.518 Vel = 1.51 Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087 Final Calculatio�s - Hazen-Wiliiams EAGLE FIRE PROTECTION Page 9 TJ MAXX SALES AREA Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref "C" or Ftng's Pe Pv *"***"" Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 18 10.84 1 728 1 T 1129 28.708 21.695 to 120 0 0.0 11.290 0.0 20 21.8 0.0135 0.0 39.998 0.540 Vel = 2.99 0.0 21.86 22.235 K Factor = 4.64 21 13.53 1728 3T 33.869 145.583 21.199 to 120.0 1 E 5.645 39.514 0.0 22 13.5 0.0056 0.0 185.097 1.028 Vel = 1.85 0.0 13.53 22.227 K Factor = 2.87 23 9.37 1.728 2T 22.58 89.000 21.214 to 120.0 1 E 5 645 28.225 0.0 24 9.37 0.0028 0.0 117.225 0 330 Vel = 1.28 0.0 9.37 21.544 K Factor = 2.02 25 9.57 1.728 1 T 11.29 94.417 21.218 to 120.0 1 E 5.645 16.935 0.0 24 9.57 0.0029 0.0 111.352 0.326 Vel = 1.31 24 9 37 1.728 1 T 11.29 53.250 21.544 to 120.0 0.0 11.290 0.0 26 18.94 0 0104 0.0 64 540 0.668 Vel = 2.59 0.0 18.94 22.212 K Factor = 4.02 27 13.28 1.728 2T 22.58 151.250 21.219 to 120.0 2E 11.29 33.870 5.919 28 13.28 0.0054 0.0 185 120 0.994 Vel = 1.82 0.0 13.28 28.132 K Factor = 2.50 1 -15.84 3.314 0.0 11.833 20.485 to 120.0 0.0 0.0 0.0 3 -15.84 -0.0003 0.0 11.833 -0.003 Vel = 0.59 3 73.20 3.314 0.0 3.125 20.482 to 120.0 0.0 0.0 0.0 5 57.36 0.0032 0.0 3.125 0 010 Vel = 2.13 5 84.60 3.314 0.0 10.250 20.492 to 120.0 0.0 0.0 0.0 7 141.96 0.0180 0.0 10.250 0.185 Vel = 5.28 7 -16.40 3.314 0.0 11.667 20.677 to 120.0 0.0 0.0 0.0 9 125.56 0 0143 0.0 11 667 0.167 Vel = 4 67 9 -14.76 3.314 0.0 11833 20.844 to 120.0 0.0 0.0 0.0 11 110.8 0 0114 0.0 11.833 0.135 Vel = 4.12 11 -13 95 3 314 0.0 9.583 20.979 to 120 0 0.0 0.0 0.0 13 96 85 0 0090 0.0 9.583 0.086 Vel = 3.60 13 -14.87 3.314 0.0 6.833 21.065 to 120.0 0.0 0.0 0.0 15 81 98 0 0064 0.0 6.833 0.044 Vel = 3.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .Final Calculations - Hazen-Williams EAGLE FIRE PROTECTION Page 10 ' TJ MAXX SALES AREA Date Hyd Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv *****"" Notes '"`'`*** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 15 -14.38 3 314 0 0 8.250 21.109 to 120 0 0.0 0.0 0.0 17 67.6 0.0046 0.0 8.250 0.038 Vel = 2.51 17 -10.83 3.314 0.0 9.000 21.147 to 120.0 0.0 0.0 0.0 19 56.77 0.0033 0.0 9.000 0.030 Vel = 2.11 19 -11.02 3.314 0.0 10 083 21.177 to 120.0 0.0 0 0 0.0 21 45.75 0.0022 0.0 10 083 0.022 Vel = 1.70 21 -13.53 3.314 0.0 13.083 21.199 to 120.0 0.0 0.0 0 0 23 32.2 0 0011 0.0 13.083 0.015 Vel = 1.20 23 -9.37 3 314 0.0 6.500 21.214 to 120 0 0.0 0.0 0.0 25 22.8 0.0006 0.0 6.500 0.004 Vel = 0.85 25 -9.57 3 314 0.0 5.000 21.218 to 120.0 0.0 0.0 0.0 27 13.2 0.0002 0.0 5.000 0.001 Vel = 0.49 00 13.28 21.219 K Factor = 2.88 2 15 84 4 31 0.0 6 792 21.955 to 120 0 0.0 0.0 0 0 4 15.84 0 0001 0.0 6.792 0.001 Vel = 0.35 4 47.63 4.31 0.0 8.167 21.956 to 120.0 0.0 0 0 0.0 6 63.47 0 0011 0 0 8.167 0.009 Vel = 1.40 6 45.44 4.31 0.0 10.250 21.965 to 120.0 0 0 0 0 0.0 8 108.91 0.0030 0.0 10.250 0.031 Vel = 2.39 8 16.40 4.31 0.0 7.833 21.996 to 120.0 0.0 0.0 0.0 10 125.31 0 0041 0.0 7 833 0.032 Vel = 2.76 10 14.76 4 31 0.0 8.167 22.028 to 120 0 0.0 0.0 0.0 12 140.07 0 0049 0.0 8.167 0.040 Vel = 3.08 12 13.95 4.31 0.0 16.750 22.068 to 120.0 0.0 0.0 0.0 14 154.02 0.0058 0.0 16.750 0.097 Vel = 3.39 14 14.87 4.31 0.0 8.000 22.165 to 120.0 0.0 0.0 0.0 16 168.89 0.0070 0.0 8.000 0.056 Vel = 3.71 16 14.37 4.31 0.0 3.167 22.221 to 120.0 0.0 0.0 0.0 29 183.26 0.0079 0.0 3.167 0.025 Vel = 4.03 29 -250.86 4.31 0.0 8.958 22.246 to 120.0 0.0 0.0 0.0 20 -67.6 -0.0012 0.0 8.958 -0.011 Vel = 1.49 20 21.85 4 31 0.0 12.250 22.235 to 120.0 0.0 0.0 0.0 22 -45.75 -0.0007 0 0 12.250 -0.008 Vel = 1.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .Final Calculatior�s - Hazen-Williams - EAGLE FIRE PROTECTION Page 11 ' TJ MAXX SALES AI�EA Date Hyd. Qa Dia. Fitting PipG , Pt Pt Ref. "C" or Ftng's Pe Pv ****""" Notes "'"""'* Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 22 13.53 4 31 2E 27.874 17.500 22.227 to 120.0 0.0 27.874 0.0 26 -32.22 -0.0003 0.0 45.374 -0.015 Vel = 0.71 26 18.94 4.31 0.0 1.417 22.212 to 120 0 0.0 0.0 5.919 28 -13.28 0.0007 0.0 1.417 0.001 Vel = 0.29 0.0 -13.28 28.132 K Factor = -2.50 29 250.87 4.31 1 T 27.874 12.000 22.246 to 120.0 1 E 13.937 41.811 0.0 TOR 250.87 0 0144 0.0 53.811 0.774 Vel = 5.52 TOR 0.0 4.31 6G 16.724 13.667 23.020 to 120.0 0.0 2.787 11.053 " Fixed loss = 6 BOR 250.87 0.0143 0.0 16.454 0.236 Vel = 5.52 BOR 100.00 7.98 1T 50.046 50.000 34.309 Qa = 100.00 to 150.0 1 G 5.72 55.765 0.0 TEST 350.87 0.0009 0.0 105.765 0.094 Vel = 2.25 0.0 350.87 34.403 K Factor = 59.82 Computer Programs by Hydratec Inc. Route 111 Windham N H. USA 03087