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CC-16-1393 3k� P Permit Nd C_ C Miami Shores Villages t 111�rC(W Cronst 1110 Qtt, 10050 N.E.2nd Avenue W Altomt on ••" �' Miami Shores,FL 33138-0000PROVED � � Phone: (305)7952204 �C"orcm� � „ afl3120 Expiration: 12110/2016 Project Address Parcel Number Applicant 370 GRAND Concourse 1132060136040 Miami Shores, FL 33138-2747 Block: Lot: MIAMI SHORES BAPTIST CHURI Owner Information Address Phone Cell MIAMI SHORES BAPTIST CHURCH 401 NE 95 ST (305)758-0559 Miami Shores FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 80,000.00 AMERICAN FIRE SPRINKLER SERVIC (305)628-0100 Total Sq Feet: 00 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Window Door Attachment Date Denied: Tie Beam Type of Construction:ADD ENTIRELY NEW FIRE SPRINK Occupancy Load: Slab Stories: Exterior: Termite Letter Front Setback: Rear Setback: Framing Left Setback: Right Setback: Store Front Attachment Plans Submitted:Yes Certification Status: Insulation Certification Date: Additional Info: Drywall Screw Bond Return: Classification:Commercial Final PE Certification Window and Door Buck Scannin :3 Gelling Grid Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Fill Cells Columns CCF $48.00 Review Building DBPR Fee $36.00 Invoice# CC-5-16-59868 Review Mechanical DCA Fee $36.00 06/13/2016 Check#:2965 $2,609.00 $0.00 Review Planning Education Surcharge $16.00 Review Electrical Permit Fee $2,400.00 Review Plumbing Scanning Fee $9.00 Review Structural Technology Fee $64.00 Total: $2,609.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor toIdo he r9ltatedL June 13, 2016 Authorized Signature:Owner / Applicant / Contractor ! A nt Date Building Department Copy June 13,2016 1 i Miami Shores Village Building Department MAY 2V 2016 �110050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 ✓✓✓ FBC 201e/ BUILDING Master Permit No.� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING FE-1 MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 370 GRAND CONCOURSE City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-6040 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):MIAMI SHORES BAPTIST CHURCH Phone#: Address:370 GRAND CONCOURSE City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: L.1111 I %_1__ 0 11,-1 -f-i a - I 13. CONTRACTOR:Company Name: AMERICAN FIRE SPRINKLERS SERVICES,INC. Phone#: 305-628-0100 Address: 3371 NW 154TH TER. City: MIAMI GARDENS state: FL Zip: 33054 Qualifier Name: LUIS A. NEGRON Phone#: 3056280100 State Certification or Registration#: FPC11-000048 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ (M 60 Square/Linear Footage of Work: Type of Work: 0 Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: ADD ENTIRELY NEW FIRE SPRINKLER SYSTEM WITH ALL RELATED PIPES AND FITTINGS. Specify color of color thru tile: Submittal Fee$ Permit Fee$ YCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ��60 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approvedC reinspection fee will be charged. l v7 �Signatu_ Signature a... O NER o AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ',/ I 20 J by day of 1" 20 by Tones' who i$personally known to \S %f— who is personally known to me or who has produced as me or who has produce identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY LIC: Sign. Print: Prin Seal: y ,•� Seal: ��i` u` Amu FABt :NA ;a�`►" �e�, ANDREW GONZALEZ Notary Public-Sf� ida Notary Public-State of Florida • COmmtaeiOA#F��o� My Comm.Expires Oct 23.2017 My Comm.Expires S019Commission#FF 065595 „�•�` 8ondedOtrpghNefmr�e =t APPROVED BY I, Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) 0510412016 16:42 American Fire&Sprinklers fAXy3056283556 P.0021005 J¢ffAtwIIter Cada Maes CH]EP MAACIALOPPICER SUR8,1,I1.Gl l6P �Jitllm;llatas_ KaliltAtaCarihy , DtV.I$tON•DIIZLCTdR 5AF`ETY•.PRO'C.RAiN htANAG�R FLORIDA DEPAMMEN`f OZ:FINANCIAL SERVICES 'DIVISION%bPSTAU I<IRk•MARSHAL AGO baa!dui�+e6�S1�t 15!'le�aa+cn.Plailda S?399A3d2 TeL 830113.32' Aa:00410-2461 4410.2467 CERTIFICATE OF COMPETENCY OFFICL&L Copy THIS CERTIFIES THAT: Luis A Negron 3371 Northwest 154th Terr. Miami FL 33054 BUSINESS ORGANIZATION:American Fire Sprinkler Services Inc. Contractor U is limited to the execution of contracts requiring the ability to layout,fabricate, install,inspect,alter,repair, and service water sprinkler systems,water spray systems,foam water sprinkler systems,foam-water-spray systems, standpipes, combination standpipes and sprinkler risers, all piping that is an integral part of the system beg=ng at the,point of service, sprinkler tank heaters, air lines,thermal systems used in connection with sprinklers,and tanks and pumps connected thereto,excluding pre-engineered systems. Issue Date: 07/01/2014 Type: 07 Class: 12 County: Dade License/Permit##: FPC11-000048 Expiration Date: 06/30/2016 Chief Financial Officer 0510412016 16:42 American Fire&Sprinklers TAX)305 628 3556 P.0041005 4 Local Business Tax Receipt Miami—Dade County, State of Flori7a -THIS IS NOTA BILL - DO NOT PAY 88013203 \ILBT ) WGIM"w►Me/I,OCATION Rwa[PT No. EXPIRES AMERICAN FlRESPRINKLERS SERVICES INC RENEWAL. 3377 G 154 S FL 709SEPTEMBER 30, 2016 9809 Must he dlsplov"at place of business MIAMI GARDENS FL 33054 Pursuant to County code Chapter BA-Art,8&I o , OUI+MER BEC.TYPt:OF uummass AMER FIRE SPRINKLERS SYC5INC 188 SPEC MECHANICAL.CONTRACTOR ByT f AX� �� Workers) 1 11000048 545.00 09/01/2015 FPPU14-15-01062.6 Ilk Load Badges yes Recallp�mdy codfimts payment of tha Level Business Tas.TEa Receipt is not a license. Pahl$or a cerdlicao"of OW holder's quallRcatfo�.N ds busiasas.Roldan musl C"Iya+Itb any pouermoetdal Oruonpouammenlal Ia9plplary Ion andrequlreempls ytbioh apply to the hualnessr The"Wrr NR ebave mm be displayed an all oatmranisl vahletes-h9aft -Dads Cade Sec$A-zilL For mon inlaneellop,Wsjt ACORU® DATE(MM/DD/YYY1) CERTIFICATE OF LIABILITY INSURANCE 5/19/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Wanda Torres NAME: Corporate Insurance Advisors PHONE (954)315-5000 FAX (954)315-5050 1401 E Broward Blvd EMAIL ADDRESS:WTorres@ciafl.net Suite 103 INSURERS AFFORDING COVERAGE NAIC 4 Ft. Lauderdale FL 33301 INSURERAAdmiral Insurance Company 24856 INSURED INSURER B Wesco Insurance Company 25011 American Fire Sprinkler Services, Inc INSURER C:Evans ton Insurance Co. 35378 3371 NW 154 Terrace INSURER D: INSURER E: Miami Gardens FL 33054 INSURER F: COVERAGES CERTIFICATE NUMBER:16/17 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 CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER M D M D X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE X❑OCCUR DAMAGE TO RENTED 50,000 PREMISES Ea occurrence $ CA00001553906 2/11/2016 2/11/2017 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY ]JECT F—]LOCPRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea ccident $ 1,000,000 a B X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED WPP143870100 2/11/2016 2/11/2017 BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident Uninsured motorist combined $ 1,000,000 X UMBRELLA UAB X OCCUR EACH OCCURRENCE $ 5,000,000 C X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I I RETENTION MKLV20LE106253 2/11/2016 2/11/2017 $ WORKERS COMPENSATION PEROTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) License #FPC11-000048 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Mark Schwartz/WANDA - ' y ©1988-2014 ACORD CORPORATION. All rights reserved._ ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025 rgnt4nti 0510612016 10:00 American Fire&Sprinklers TA)0305 628 3556 P.0031007 �►coRC�►® CERTIFICATE OF LIABILITY INSURANCE DA sisio, l THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE [TOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the Certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement, A statement on this certificate does not confer rights to the Certificate holder in lieu of such endomemen s. PRODUCER COE;cT SOI RI6k Department Commercial Unes PHONE U99-No.Ell 868-572-2412 FAx Wells Fargo insurance Services USA,Inc. Ace CertS®trinet,o0m 6100 Fairview Road INSURER(S)AFFORDING COVERAGE NAIL R Charlotte.NC 28210 INSURER n: Indemnity Insurance Company of North America 43575 INSURED INSURER B Strategic Outsourcing,Inc, INSURER C PO Box 241448 INSURER D e Charlotte,NC 28224 INSURER R: RE: American Fire Sprinkler Services,Inc. iNsuRE COVERAGES CERTIFICATE NUMBER: 10446101 REVISION NUMBER: See below 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 CONDITION OF ANY CONTRACT OR OTH8 R DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVS BEEN REDUCED BY PAID CLAIMS (NeR TYPE OF INSURANC! POLICY NUMBER P�DDS MMID LINM COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S CLAIMS-MADE F�OCCUR PREMISES Ca, S MED ERP(Any one perp S PERSONAL 6 ADV INJURY $ GEML AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S POLICY 0 �LOC PRODUCTS•COMPIOP AUG S OTHER S AUT0I1101"LIABILrrYja.LINED y ANY AUTO BODILY INJURY(Per person) S AUTO& AUT06ULED BODILY INJURY(Per acddeM) S HIRED AUTOS �OwNED PROPERTY MAGE 0 S S Met AyWeWL- UNMFLLA LIARHOLM OCCUR EACH OCCURRENCE It EXCE66 LIAR tdS•MADE AGGREGATE I D I I REWNTICIN6 VIIORKERA A(�O AMMPLOYERS'LtABN. 03/2=166OOMPENEATION WLRO48707230 03/216 03/01/2017 x PER OT"'EMP ANY PROFRI6TORIPARTNERIEXECUTINE �YIN NIA EL,EACHACCIDENT S 1,000,000 OFFICERIMEMPER EXCLUDED9 L ' (Man6aley In NH) E.L.DISEASE-PA EMPLOY S 1• Ifyyou deImbe ander OES6 PTION OF OPERATIONS Blom E.L.DISEASE-POLICY LIMIT I S 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEKtCLES (ACORD 101,Additional Remadw 6aludi le.may to aRaahod if mom spate to tailutmill Workers'Compensatlon Insurance is limited to employees of American Fire Sprinkler Services,Inc.through a CO-employment contract with Strategic Outsourcing,Inc- CERTIFICATE ISCERTIFICATE HOLDER CANCELLATION Miami Shares Village SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHorapa REPRESENTATIVE The ACORD name and logo are registered marks of ACORD ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014101) pan, 14..w20A,.24oADE COUNTY FIRE RESCUE DEPAI~°' 0200:N 12 FIRE ENGINEERING & WATER SUPPLY SERVICES FIRE FLOW REPORT DATE: 01/14/2016 LOCATION: 370 Grand Concourse Blvd 'D NUMBER:_ X2016042097 FEE: 275.00 STATIC PRESSURE: 75 PSIG PITOT 1: 25 (1) 2.5 IN. . . . . . . . .PSIG RESIDUAL PRESSURE: 70 PSIG PITOT 2: 20 (2) 2.6 IN.. . . . . . . . .PSIG PITOT 3: _ (1) 4.5 IN. . . . . . . . .PSIG HYDRANT FLOW: 1504.7539075253249397 AVAILABLE FLOW a@ 20 PSIG: TIME OF TEST: 1245 TEST BY: Cameron STATION: PURPOSE: PRINKLER STATIC: 70 SPRINKLER RESIDUAL: 65 SPRINKLER PLOW: 1429 COMMENTS: Requested-by Michael Ananian O.I.0 SI NITURE Miami Shores Village RECE"'-[) NC{ 2 1 ®\ ,� Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No.00- $- )lc " 1313 PERMIT APPLICATION sub Permit No.0 ( (` 3S� ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �+® CONTRACTOR DRAWINGS JOB ADDRESS: �a�-63 n r_o u 10se., City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 1� �'piI Z 5— Chu yC h Phone#:-7�6 202- o 3 6'� 6I Address: 370 ran s. rf®n Comma ns e_ City: IVI1P'y IShdK-41?,S State: Zip: 33 155 Tenant/Lessee Name: Phone#/30�3-C/ _)_ Email:_ rq;Qc� kkeC-�-cr)c+CS .�'o� - CONTRACTOR:Company Name: Al,9(,ry) eVrl (—s 1-t'�iC-S 'j—c _ Phone#: Address: 13T13 ,S k) 140 6+- City: IYi<1At"; — State: F-L Zip: 33, Y Q Qualifier Name:.AA'1 1) Phone#: C�T- Z3 3 -4J_V4— State Certification or Registration#: 0 (A QT_ Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: 1City: State: Zip: Value of Work for this Permit: 0o Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: -774, 1 n ��'��-(�_ S q&/,e� T® Specify Col. of color thru tile; Submittal Fee W.• Permit Fee oD0 CCF$ CO/CC$ Scanning Fee$ � p Radon'Fee$ 2 . DBPR$ �' Notary$�� Technology Fee Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ I (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignatuL;�D4 Siure 0 NER rAGENT CONTRACTOR The foregoing instrument s acknowledged before me this The foregoing instrument was acknowledged before me this I _day''IIof �N 0 v)ft , 20� b by �_day of � 10tV �20 0 by �-�/o t 1;nL,S is personally known oUA&eJ, jD N� ho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig ]� -j2 Print: A Print: eT s ;`:► '• ANDREWGONZALEZr Seal: Seal: c ,,,, Notary Public-State of Florida 0. .j"' SERGIODEJESUS My Comm.Expires Oct 23,201 s Mif COMMISSION 0GG0012 '�,',F,o� g"•'� Commission#FF 065595 ;M P' EXPIRES:June2B,2020 k+k k N k k*k#*k #+k k k k k*kk4bbIe N ye�k�k�k*�kM ##N kffiffiNk tk P APPROVED BY �� /�U�f/1� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application- Miami-Dade County Page 1 of 1 y OFFICE OF THE PROPER7Y APPRAISER . . Summary Report Generated On:11/21/2016 Property Information has A�IN fE Folio: 11-3206-013-6040 ��* Property Address: 370 GRAND CONC ,_ - 0!1'W1 ,' Miami Shores,FL 33138-2747 a Owner MIAMI SHORES BAPTIST CHURCH Mailing Address 370 GRAND CONCOURSE . MIAMI SHORES,FL 33138-2747 � € , Primary Zone 1300 SGL FAMILY-2801-3000 SQ x Land Use 7144 RELIGIOUS-EXEMPT: Primary RELIGIOUS r 2 Beds I Baths I Half 0/0/0 M � • � Floors 1 f Living Units 0 M�a a Actual Area S Ft 3 3 Living Area Sq.Ft v, .• x .,,..-..4.. ,• k3� .. .c " a ;``:; Adjusted Area 29,145 Sq.Ft Taxable Value Information Lot Size 23,695 Sq.Ft 2016 2015 2014 Year Built 1949 County Assessment Information Exemption Value $1,933,543 $1,757,767 $1,672,498 Year 2016 2015 2014 Taxable Value $0 $01 $0 Land Value $758,240 $521,290 $473,900 School Board Building Value $1,192,613 $1,073,352 $1,033,598 Exemption Value $2,112,103 $1,757,767 $1,672,498 XF Value $161,250 $163,125 $165,000 Taxable Value $0 $0 $0 Market Value $2,112,103 $1,757,767 _ $1,672,498 City Assessed Value $1,933,543 $1,757,767 $1,672,498 Exemption Value $1,933,543 $1,757,767 $1,672,498 Taxable Value $0 $0 $0 Benefits Information Regional Benefit Type 2016 2015 2014 lExemption Value $1,933,543 $1,757,767 $1,672,498 Non-Homestead Assessment $178,560 Taxable Value $0 $0 $0 Cap Reduction Religious Exemption $1,933,543 $1,757,767 $1,672,498 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous Sale Price OR Book-Page Qualification Description School Board,City,Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 ALL BLK B LOT SIZE IRREGULAR The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 11/21/2016 Detail by Entity Name Pagel of 3 Florida Department of State DivisionQ of CORPORATIONS 1 Department of State / Division of Corporations / Search Records / Detail By Document Number/ Detail by Entity Name Florida Not For Profit Corporation MIAMI SHORES BAPTIST CHURCH, INC. Filing Information Document Number 717306 FEI/EIN Number 59-0700565 Date Filed 10/06/1969 State FL Status ACTIVE Principal Address 370 GRAND CONCOURSE MIAMI SHORES, FL 33138 Changed:05/05/1999 Mailing Address 370 GRAND CONCOURSE MIAMI SHORES, FL 33138 Changed:05/05/1999 Registered Agent Name&Address Jones,Steve H, Mr. 1060 N. E.92nd St. Miami Shores, FL 33138 Name Changed:07/28/2014 Address Changed:03/23/2016 Officer/Director Detail Name&Address Title V MITCHELL,ANTHONY D 125 N. E.86TH STREET MIAMI, FL 33138 Title President JONES,STEVE http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entit... 11/21/2016 Detail by Entity Name Page 2 of 3 1060 N. E.92ND STREET MIAMI SHORES, FL 33138 Title D LUC,MARCEL 141 NW 100 ST MIAMI, FL 33150 Title D CHARLES,GAUDIN 831 N. E. 142ND STREET MIAMI, FL 33161 Title Secretary Turpin, Richard, III 25 N. E. 139th St N. Miami, FL 33161 Annual Reports Report Year Filed Date 2014 04/01/2014 2015 03/03/2015 2016 03/23/2016 Document Images 03/2312016--ANNUAL REPORT View image in PDF format 03/03/2015--ANNUAL REPORT View image in PDF format 07/282014--AMENDED ANNUAL REPORT View image in PDF format 04/012014--ANNUAL REPORT I View image in PDF format�� 02/14/2013--ANNUAL REPORT I View image in PDF format 04/17/2012--ANNUAL REPORT View image in PDF format 03/16/2011--ANNUAL REPORT View image in PDF format 03/09/2010--ANNUAL REPORT View image in PDF format 04/20/2009--ANNUAL REPORT View image inPDF format 03,31/2008--ANNUAL REPORT View image in PDF format 05/08/2007--ANNUAL REPORT View image in PDF format 05/012006--ANNUAL REPORT View image in PUF 4'ommat 04125/2005--ANNUAL REPORT View image in PDF format 05/032004—ANNUAL REPORT View image in PDF format 04,30/2003--ANNUAL REPORT View image in PDF format �� 05/16/2002--ANNUAL REPORT View image in PDF format 05/16/2001—ANNUAL REPORT View image inPDF format 05/08/2000--ANNUAL REPORT View image in PDF fomaai 05,05/1999--ANNUAL REPORT View image in PDF format 04/30/1998--ANNUAL REPORT View image in PDF forma9 06/09/1997--ANNUAL REPORT View image in PDF format 04/3011996--ANNUAL REPORT View image in PDF format http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entit... 11/21/2016 STATE OF FLORIDA ; ..;.. DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION �. fzra ELECTRICAL CONTRACTORS LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 DONNELLY, MICHAEL PAUL ALARM AND ELECTRONICS SYSTEMS, LLC 13973 SW 140TH STREET MIAMI FL 33186 CongratulationsWith this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTME: IOF BUSINESS AND restaurants,and they keep Florida's economy Strang. :,,x:` PROFESIO,,,NAL REGULATION Every day we work to improve the way we do business in order EF20000605 j LfEb: °05/26/2016 to serve you better. For information about our services,please lag onto www myftoridaticense.com. There you can find more CERT ALARM 61 TEllit CONTRACTOR I information about our divisions and the regulations that impact DONNELLY,MlGk 0AUL you.subscribe to department newsletters and learn more about ALARM AND ELE 6X11 I a I EMS,LLC the Department's initiatives. Our mission at the Department is, License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of cla.ass FS. and congratulations on your new license! E,pirartsndale AUG 31;2816 ti r DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION �"ef VPAI\a ELECTRICAL CONTRACTORS LICENSING BOARD 4,a ii, EF20000605 S, The ALARM SYSTEM CONTRACTOR 1 4. Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date- AUG 31,2018 0 DONNELLY, MICHAEL MAUL ALARM AND ELECTRONICS STEMS, LLC 13973 SVS 140TH STREET' ; MIAMI FL 33186 LEI�d . . ISSI)FO, 051760n16 IDIRPI AY AS RFoi IiRFr1 RY I AW qFn I iAn%7FnnninRn Cos= Local Business Tax Receipt Miami—Dade.County,State of-.Florida THIS IS NOT A BILL-DO NOT PAY 6127633 �-LBTJ BUSINESS NANIVLOCATION RECEIPT No. EXPIRES ALARM AND ELECTRONICS SYSTEMS LLC RENEWAL SEPTEMBER 30, 2017 13973 SW 140 ST 5390695 Must be displayed at place of business MIAMI FL 33186 Pursuant to County Code Chapter 8A-Art 9&10 OWNER SEC.TYPE OF BUSINESS ALARM AND ELECTRONICS SYSTEMS LLC196 ELECTRICAL CONTRACTOR PAYMENT RQCEMW EF20000805 BY TAX COLLECTOR Worker(s) 15 $100.00 07/11/2016 CREDITCARD-16-038013 This Local Business Tax Receipt only confirms payment of me Local Basiaess Tax.The Receipt is not a licause. petrNt m a aertLRcatioa of the hoider'a gwRRcatioma,to do bus Molder mm comply wldt any govarameatal oreoegovmmemalragaiaWtyIna and"Immemswhich applytathebusiness. The RECEIPT NO.above mum be displayed an all coannarcial vebitles-Naml-Dade Code See Ho-276. For more hdoramtion,visit www.gd midade.gwhaxcaBector ALARM02 OP ID:MA ACORU' CERTIFICATE OF LIABILITY INSURANCE 7TE(MMIDDIYYYY) /21/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT FILER INSURANCE,INC. PHONE Am Mencia FAX 9440 S.W.77 Avenue WINE Elt:305-270-2169 (AIC,No):305-270-2195 Miami„FL 33156 E-MAIL Keith R.Miller ADDRESS:amencia@filerins.com INSURERS AFFORDING COVERAGE NAIC q INSURER A:Everest Indemnity Insurance Co 10851 INSURED Alarm and Electronics Systems, INSURER B:Mapfre Ins.Co.of Fla 34932 LLC INSURER C:Associated Industries Ins Co 23140 13973 SW 140th Street Miami,FL 33186 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 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 CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1LTR TYPE OF INSURANCE POLICY NUMBER MMIIDD/YYYY MM/uDD� LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTED CLAIMS-MADE X OCCUR 51GL007871-161 10/01/2016 10/01/2017 PREMISES Ea occurrence $ 50,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X PRO- POLICY 17 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: E&O Liab $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident B XANY AUTO 4150160013258 10/01/2016 10/01/2017 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS PROPERTY DAMAGE X HIRED AUTOS X NON-OWNED AUTOS Per accident $ $ X UMBRELLALWB X OCCUR EACH OCCURRENCE $ 5,000,00 A EXCESS LIAB CLAIMS-MADE 51CCO02957-161 10/01/2016 10/01/2017 AGGREGATE $ 5,000,00 DED I I RETENTION$ $ WORKERS COMPENSATION X PER 0TH- AND EMPLOYERS'LIABILITY STATUTE I ER C ANY PROPRIETOR/PARTNER/EXECUTIVE YIN AWC1070750 10/01/2016 10/01/2017 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS/LOCATIONS r VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Burglary and/or Fire Alarm Monitoring and/or Alarm System Installation. CERTIFICATE HOLDER CANCELLATION CITY056 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Avenue Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE Ma6elle Beraza P184346 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD (OTT I Monte Certificate of Compliance Applicant: ALARM AND ELECTRONICS SYSTEMS LLC Project Number: 6102485919 Referenced Reports:102486919ATL-001 Certification ID Number:102485919ATL-001 .. Service Center No.: i Issuance of this Certificate indicates that the Alamo Service Company outlined in the Applicant section of this Certificate (and addtbonat;4ervice centers, when .applicable) Is under Annual Independent Third Party Surveillance by Interteka Recognized Testing Laboratory and,has been investigated and found to be in effective compliance with the applicable Nationally Ret ogn¢ed'Standards;outlined within this certificate,can be found in Intertek's Product.Listing Directofy, and is ellgible to use the ETI listing mark:iniac cordence with Intettek standards and policies. Alarm Service Comaanv �Riafyice;Center. Applicant Service Center No::1 ALARM AND M-15CTRONICS SYSTEMS LLC At AND.:EI SYSTEMS LLC 13973 SW 1.0$TREET 130$.SW 140 STREET MIAMI,FL 33188 MIAMI,FL 33186 The Alarm Service Company.has been Investigated and found to bean campiiartce:with the fallowing Nationally Rocoo�sized Standards and is eligible to perform the foltowi�ig services under the Intertek —ETL listed mark:' Standard(s): NFPA 72,National Fire Alarm Code,;2002,#O0 2010 fid. Listed Services covered by.this Certificate: Install,Inspect,Maintain,T64,Issue Alarm System Description Certificates for Installed fire alarm systems. RUNNER SERVICE:The Alarm Service Company(ASC)shall be responsible for maintaining and providing ah necessary service under contract to a subscriber fn4coordanca with NFPA 72 Contract Requirements for Central Station Service.The contract shall clearly indicate the runner service will be provided by the listed fire alarm service-local company whh its own personnel or the listed central station with its own personnel. Service area(s): Counties within two-hour travel time utilizing land-based vehicle.Zip Codes on file. Date of Effect: March 19,2016 Data ofatlon: March 18,,2012017 Foras J atterson rtiflcation Manager Intertek 3833 US Route 11 industrial Park Contend,NY 13045 (T):607-753-6711(F):687-75S-9891 www,intertek-etisemko.com TMs owacetton is tar the excursive use of Intertek's talent and Is provided pursuant to the agreement batween tntar M and is Client.Inbrtek s responslbilty and gat,gny are itmttd to the terms and conditions of the agreement. Intertek assumes no 11"ry to any party.other than to ttm trent In accordance with the agreement.for arty loss.expense or damage occasioned by the use of this Certiffcatom Only the client Is sutraized to copy or distribute this Certficaton.Any use of the Intemek name or one of Its marks for the We or advertisement of to tested maarial,product or servioe must first be approved In wdtng by hdedek. The observations and test recuts reterera:ed from Certtkarion are relevant oNy to the baility evaluated. Rev.11.11 1 ♦ • f 1• r, T HYDRAULIC CALCULATIONS FOI*lt 1 1?4 MIAMI SHORES CHURCH - BASEMENT!AREA 370 GRAND CONCOURSE : 'f' MIAMI SHORES, FL. r +' Q DESIGN DATA: CA OCCUPANCY CLASSIFICATION: LIGHT/ ORDINARY HAZARD DENSITY: .15 GPM/ SQ. FT. AREA OF APPLICATION: 1500 SQ.FT. COVERAGE PER SPRINKLER: 225 SQ. FT. MAX. NUMBER OF SPRINKLERS CALCULATED: 13 WATER FLOW TEST INFO: 70 PSI STATIC/ 65 PSI RESIDUAL 1429 GPM TOTAL WATER REQUIRED (INCL. HOSE) : 611.8 GPM @ 50.9 PSI HOSE ALLOWANCE: 250 GPM _ . SPRINKLER ORIFICE SIZE: 1/2 inch MAY 2'0 2016 NAME OF CONTRACTOR: AFSSFkos ry o�eeeutf/Nf� �. c �% :Oo• 2 Tj; =Cn 'A 0 e .... in ••• •:• ••• •:• ••• ••• Jsee1, •• • • • • • • •• • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCB.SDF JOB TITLE: Miami Shores Church - Basement WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 70.0 65.0 1429.0 69.0 611.8 50.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 611.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 150.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 361.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 2.0 SOURCE 50.9 511.8 2 -3.0 - - - - 52.2 - - - 3 -3.0 - - - - 46.2 - - - 4 1.0 HOSE STREAM 43.8 150.0 5 8.5 - - - - 40.3 - - - 10 8.5 - - - - 39.9 - - - B1 8.5 - - - - 39.4 - - - B2 -0.5 - - - - 42.6 - - - B3 -0.5 - - - - 41.3 - - - 60 -0.5 - - - - 40.8 - - - 61 -0.5 - - - - 39.9 - - - 62 -0.5 - - - - 39.2 - - - 63 -0.5 - - - - 38.9 - - - 64 -0.5 - - - - 38.8 - - - 70 -0.5 - - - - 29.8 - - - 71 -0.5 - - - - 29.8 - - - 72 -0.5 - - - - 29.6 - - - 73 -0.5 - - - - 29.5 - - - 74 -0.5 - - - - 29.5 - - - 75 -0.5 - - - - 29.7 - - - 76 -0.5 - - - - 31.1 - - - 501 -0.5 - - - - 29.0 - - - 502 -0.5 - - - - 28.0 - - - 503 -0.5 - - - - 27.8 - - - 504 -0.5 - - - - 28.0 - - - 505 -0.5 .._...• J . • •2994 - - - • • _ u • • 506 -0.5 . - •-. . • . . •...• 2 i - - - 507 -0.5 •.•'•ii �.i ••• i i2��8 - - 508 -0.5 - - - - 28.8 - - - 509 -0.5 - - - - 29.5 - - - 510 -0.5 •�• 00. - .1 - •i. .�8..��• - ' 511 -0.5 •••i i. -0 -i-0 i •• iB.6 •. • . •• • . . 512 -0.5 00 .. - - 0- • .cc.6• - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCB.SDF JOB TITLE: Miami Shores Church - Basement NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 601 -1.1 K= 5.60 26.3 28.7 602 -1.1 K= 5.60 25.4 28.2 603 -1.1 K= 5.60 19.4 24.6 604 -1.1 K= 5.60 25.0 28.0 605 -1.1 K= 5.60 25.9 28.5 606 -1.1 K= 5.60 25.7 28.4 607 -1.1 K= 5.60 26.3 28.7 608 -1.1 K= 5.60 26.1 28.6 609 -1.1 K= 5.60 26.8 29.0 610 -1.1 K= 5.60 26.0 28.6 611 -1.1 K= 5.60 25.9 28.5 612 -1.1 K= 5.60 25.9 28.5 613 -1.1 K= 5.60 17.5 23.4 .00 . . . . . 0.. . . •.. .• ..• . . 6 0 . . . .• • . • .. . . . . . . .. . . ... . . . ... . . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCB.SDF JOB TITLE: Miami Shores Church - Basement PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 511.8 6.280 PL 40.00 PF 0.9 1 2.0 SRCE 50.9 (N/A) 5.3 140 FTG 2ETG PE 2.2 2 -3.0 0.0 52.2 0.0 0.006 TL 136.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 -3.0 0.0 52.2 0.0 6.0 psi, 511.8 gpm 3 -3.0 0.0 46.2 0.0 Pipe: 3 511.8 6.280 PL 30.00 PF 0.7 3 -3.0 0.0 46.2 0.0 5.3 140 FTG 3EG PE -1.7 4 1.0 H.S. 43.8 150.0 0.006 TL 101.00 PV Pipe: 4 361.8 6.065 PL 10.00 PF 0.3 4 1.0 H.S. 43.8 150.0 4.0 120 FTG ETG PE -3.2 5 8.5 0.0 40.3 0.0 0.005 TL 57.00 PV Pipe: 5 361.8 6.357 PL 18.00 PF 0.4 5 8.5 0.0 40.3 0.0 3.7 120 FTG 2ET PE 0.0 10 8.5 0.0 39.9 0.0 0.004 TL 92.00 PV Pipe: 6 361.8 4.260 PL 3.00 PF 0.5 10 8.5 0.0 39.9 0.0 8.1 120 FTG E PE 0.0 Bl 8.5 0.0 39.4 0.0 0.030 TL 16.00 PV Pipe: 7 361.8 4.260 PL 9.00 PF 0.7 B1 8.5 0.0 39.4 0.0 8.1 120 FTG E PE 3.9 B2 -0.5 0.0 42.6 0.0 0.030 TL 22.00 PV Pipe: 8 361.8 4.260 PL 18.00 PF 1.3 B2 -0.5 0.0 42.6 0.0 8.1 120 FTG 2E PE 0.0 B3 -0.5 0.0 41.3 0.0 0.030 TL 44.00 PV Pipe: 9 361.8 3.260 PL 4.50 PF 0.5 B3 -0.5 0.0 41.3 0.0 13.9 120 FTG ---- PE 0.0 60 -0.5 0.0 40.8 0.0 0.110 TL 4.50 PV Pipe: 10 302.5 3.260 PL 12.00 PF 1.0 60 -0.5 0.0 40.8 0.0 11.6 120 FTG ---- PE 0.0 61 -0.5 0.0 39.9 0.0 0.079 TL 12.00 PV Pipe: 11 241.3 3.260 PL 13.00 PF 0.7 61 -0.5 0.0 .39.9'; 00,0.0. °�,.� ." 120 FTG ---- PE 0.0 62 -0.5 0.0 *39.2•: .b:0: : :•: •0.052 TL 13.00 PV .• ... .. . • . .. Pipe: 12 159.0 3.260 PL 12.00 PF 0.3 62 -0.5 0.0 39.2 0.0 6.1 120 FTG ---- PE 0.0 63 -0.5 0.0:•:38j9 X0.0:• ��• O'Q24 TL 12.00 PV •• • • • • • • •• • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCB.SDF JOB TITLE: Miami Shores Church - Basement PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 78.0 3.260 PL 13.00 PF 0.1 63 -0.5 0.0 38.9 0.0 3.0 120 FTG ---- PE 0.0 64 -0.5 0.0 38.8 0.0 0.006 TL 13.00 PV Pipe: 14 59.2 3.260 PL 8.00 PF 0.0 70 -0.5 0.0 29.8 0.0 2.3 120 FTG ---- PE 0.0 71 -0.5 0.0 29.8 0.0 0.004 TL 8.00 PV Pipe: 15 89.3 3.260 PL 9.50 PF 0.1 71 -0.5 0.0 29.8 0.0 3.4 120 FTG ---- PE 0.0 75 -0.5 0.0 29.7 0.0 0.008 TL 9.50 PV Pipe: 16 120.4 3.260 PL 8.00 PF 0.1 75 -0.5 0.0 29.7 0.0 4.6 120 FTG ---- PE 0.0 72 -0.5 0.0 29.6 0.0 0.014 TL 8.00 PV Pipe: 17 69.8 3.260 PL 12.00 PF 0.1 72 -0.5 0.0 29.6 0.0 2.7 120 FTG ---- PE 0.0 73 -0.5 0.0 29.5 0.0 0.005 TL 12.00 PV Pipe: 18 36.6 3.260 PL 13.00 PF 0.0 73 -0.5 0.0 29.5 0.0 1.4 120 FTG ---- PE 0.0 74 -0.5 0.0 29.5 0.0 0.002 TL 13.00 PV Pipe: 19 59.2 1.687 PL 95.00 PF 11.0 60 -0.5 0.0 40.8 0.0 8.5 120 FTG 2T PE 0.0 70 -0.5 0.0 29.8 0.0 0.096 TL 115.00 PV Pipe: 20 61.2 1.687 PL 66.00 PF 8.8 61 -0.5 0.0 39.9 0.0 8.8 120 FTG 2T PE 0.0 76 -0.5 0.0 31.1 0.0 0.102 TL 86.00 PV Pipe: 21 82.3 1.687 PL 48.00 PF 10.2 62 -0.5 0.0 39.2 0.0 11.8 120 FTG T PE 0.0 501 -0.5 0.0 29.0 0.0 0.176 TL 58.00 PV Pipe: 22 81.0 1.687 PL 48.00 PF 9.9 63 -0.5 0.0 38.9 0.0 11.6 120 FTG T PE 0.0 505 -0.5 0.0 29.0 0.0 0.171 TL 58.00 PV Pipe: 23 78.0 1.687 PL 48.00 PF 9.3 64 -0.5 0.0 38.8 0.0 11.2 120 FTG T PE 0.0 509 -0.5 0.0 29.5 0.0 0.160 TL 58.00 PV Pipe: 24 '• .: .': ; ;SQ.Q '.1.687 PL 12.00 PF 1.6 72 -0.5 0.0 •Z�.6.: '�C.d.' 3.3 ••' 120 FTG T PE 0.0 504 -0.5 0.0 28.0 0.0 0.072 TL 22.00 PV Pipe: 25 *�� o0o *:*33.jl0• too687 PL 12.00 PF 0.7 73 -0.5 0.0 •;29:5 • ; a.0 �� 4.8 •: : �20 FTG T PE 0.0 508 -0.5 0.0" 28:8 '0.0• 000 0!033 TL 22.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCB.SDF JOB TITLE: Miami Shores Church - Basement PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 36.6 1.687 PL 12.00 PF 0.9 74 -0.5 0.0 29.5 0.0 5.2 120 FTG T PE 0.0 512 -0.5 0.0 28.6 0.0 0.039 TL 22.00 PV Pipe: 27 -30.1 1.687 PL 34.00 PF 1.3 71 -0.5 0.0 29.8 0.0 4.3 120 FTG ET PE 0.0 76 -0.5 0.0 31.1 0.0 0.027 TL 49.00 PV Pipe: 28 -31.1 1.687 PL 34.00 PF 1.4 75 -0.5 0.0 29.7 0.0 4.5 120 FTG ET PE 0.0 76 -0.5 0.0 31.1 0.0 0.029 TL 49.00 PV Pipe: 29 53.6 1.687 PL 12.00 PF 1.0 501 -0.5 0.0 29.0 0.0 7.7 120 FTG ---- PE 0.0 502 -0.5 0.0 28.0 0.0 0.080 TL 12.00 PV Pipe: 30 25.4 1.687 PL 8.80 PF 0.2 502 -0.5 0.0 28.0 0.0 3.6 120 FTG ---- PE 0.0 503 -0.5 0.0 27.8 0.0 0.020 TL 8.80 PV Pipe: 31 -22.6 1.687 PL 9.80 PF 0.2 503 -0.5 0.0 27.8 0.0 3.2 120 FTG ---- PE 0.0 504 -0.5 0.0 28.0 0.0 0.016 TL 9.80 PV Pipe: 32 23.8 1.687 PL 12.00 PF 0.2 505 -0.5 0.0 29.0 0.0 3.4 120 FTG ---- PE 0.0 506 -0.5 0.0 28.8 0.0 0.018 TL 12.00 PV Pipe: 33 -4.6 1.687 PL 11.10 PF 0.0 506 -0.5 0.0 28.8 0.0 0.7 120 FTG ---- PE 0.0 507 -0.5 0.0 28.8 0.0 0.001 TL 11.10 PV Pipe: 34 -4.6 1.687 PL 12.00 PF 0.0 507 -0.5 0.0 28.8 0.0 0.7 120 FTG ---- PE 0.0 508 -0.5 0.0 28.8 0.0 0.001 TL 12.00 PV Pipe: 35 49.1 1.687 PL 12.00 PF 0.8 509 -0.5 0.0 29.5 0.0 7.0 120 FTG ---- PE 0.0 510 -0.5 0.0 28.7 0.0 0.068 TL 12.00 PV Pipe: 36 20.5 1.687 PL 11.10 PF 0.1 510 -0.5 0.0 28.7 0.0 2.9 120 FTG ---- PE 0.0 511 -0.5 0.0 28.6 0.0 0.013 TL 11.10 PV Pipe: 37 �• .i .�i -g•Q .1.687 PL 12.00 PF 0.0 511 -0.5 0.0 •��.6.: �.0:.0�.� �.� •.* 120 FTG ---- PE 0.0 512 -0.5 0.0 28.6 0.0 0.002 TL 12.00 PV Pipe: 38 ; ; 0� 28.V • t. 404 PL 2.00 PF 3.0 601 -1.1 5.6 ';26;.3 ' :!E:.7 :. 9.6•: : x.20 FTG 2ET PE -0.3 501 -0.5 0.0" 29.0 b.0' "• 0!198 TL 15.00 PV • . • . • . • • • • ••. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCB.SDF JOB TITLE: Miami Shores Church - Basement PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -28.2 1.104 PL 2.00 PF 2.9 602 -1.1 5.6 25.4 28.2 9.5 120 FTG 2ET PE -0.3 502 -0.5 0.0 28.0 0.0 0.192 TL 15.00 PV Pipe: 40 -48.0 1.104 PL 4.00 PF 8.7 603 -1.1 5.6 19.4 24.6 16.1 120 FTG 2ET PE -0.3 503 -0.5 0.0 27.8 0.0 0.513 TL 17.00 PV Pipe: 41 -28.0 1.104 PL 4.00 PF 3.2 604 -1.1 5.6 25.0 28.0 9.4 120 FTG 2ET PE -0.3 504 -0.5 0.0 28.0 0.0 0.189 TL 17.00 PV Pipe: 42 -28.5 1.104 PL 4.00 PF 3.3 605 -1.1 5.6 25.9 28.5 9.6 120 FTG 2ET PE -0.3 505 -0.5 0.0 29.0 0.0 0.195 TL 17.00 PV Pipe: 43 -28.4 1.104 PL 4.00 PF 3.3 606 -1.1 5.6 25.7 28.4 9.5 120 FTG 2ET PE -0.3 506 -0.5 0.0 28.8 0.0 0.194 TL 17.00 PV Pipe: 44 -28.7 1.104 PL 2.00 PF 3.0 607 -1.1 5.6 26.3 28.7 9.6 120 FTG 2ET PE -0.3 505 -0.5 0.0 29.0 0.0 0.198 TL 15.00 PV Pipe: 45 -28.6 1.104 PL 2.00 PF 2.9 608 -1.1 5.6 26.1 28.6 9.6 120 FTG 2ET PE -0.3 508 -0.5 0.0 28.8 0.0 0.197 TL 15.00 PV Pipe: 46 -29.0 1.104 PL 2.00 PF 3.0 609 -1.1 5.6 26.8 29.0 9.7 120 FTG 2ET PE -0.3 509 -0.5 0.0 29.5 0.0 0.201 TL 15.00 PV Pipe: 47 -28.6 1.104 PL 2.00 PF 2.9 610 -1.1 5.6 26.0 28.6 9.6 120 FTG 2ET PE -0.3 510 -0.5 0.0 28.7 0.0 0.196 TL 15.00 PV Pipe: 48 -28.5 1.104 PL 2.00 PF 2.9 611 -1.1 5.6 25.9 28.5 9.6 120 FTG 2ET PE -0.3 511 -0.5 0.0 28.6 0.0 0.195 TL 15.00 PV Pipe: 49 -28.5 1.104 PL 2.00 PF 2.9 612 -1.1 5.6 25.9 28.5 9.6 120 FTG 2ET PE -0.3 512 -0.5 0.0 28.6 0.0 0.196 TL 15.00 PV Pipe• 50 �. •: .�: : 3•� .1.104 PL 8.00 PF 1.9 613 -1.1 5.6 -11.b.i `Z•3:.4�.� 1.$ ..* 120 FTG 2E PE 0.0 603 -1.1 5.6 19.4 24.6 0.136 TL 14.00 PV goo 0:0 00 see •• . . . ..• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCB.SDF JOB TITLE: Miami Shores Church - Basement NOTES (HASS) : (1) Calculations were performed by the HASS 8.5 computer program under license no. 50021097 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.071 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.1 ft/sec at pipe 40. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 68.74 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: C MATERIAL: XL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1.104 3.00 7.04" S!:O: : 7..%0 : :8,M@ 1.00 13.00 13.00 7.00 1.687 5.00 10.0% 3.b0.'.'L1;.Q0 ;.;8'QO 1.00 13.00 13.00 10.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCB.SDF JOB TITLE: Miami Shores Church - Basement PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 • ••r •. •.• • • •• • • • • • • •• • • • • • • • • • • • • • s• •• • • • ••. •• ••• • • • ••• • C-1 d WATER SUPPLY ANALYSIS m y Static: 70.00 psi Resid: 65.00 psi Flow: 1429.0 gpm H 80 . 0 H w LEGEND 1 Available pressure 68.96 psi @ 611.8 gpm N 70. 0 1 w 2 Required pressure • ro G _ 50.90 psi @ 611.8 gpm cn o A .,C.�. Z' .A..S,9t4rc:Supply Curve O U 60 .0 B. -teT DftAr.*MCb L- (D ro • '��• •� C. Available at Source y H ....�. H z • E• . xrx .... 2 n M m • 0 • .....& x s 50 . 0 isi•e* • t K sees•• •.• s• •s •.• • we .s•s•• H •..i�• sees fin Com!) • S. 40 Case En (D LH] x • $• • •.s•.• < (D X C • , ose R30 ."• . • .. FG C • • w . d ti H L' • •se• C r > ( > p 20 . r s r H � 10 . 0 y H O z 0. 0 m ro w cn w r� m ro N 0 -14 .7 LIU b LTU I LTU U izuu i ITU U iuuu 1KUU 2 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCB.SDF JOB TITLE: Miami Shores Church - Basement WATER SUPPLY CURVE 72+ 66+ \\\\\\\\ * <-65.0 psi @ 1429 gpm Flow Test Point I 60+ I I I 54+ I I X I P 48+ R I E I S I S 42+ U I R I E I 36+ ( I P I S I I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I X = Required Water Supply " 50.90 psi @ 611.8 gpm " 6+ 0 = Available Wa�Al, SV44 •" • • •• 68.96 psi @ 6%;8 dkry o: i i i•i •• • • • • • • • • 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 ••• •�• ••• •:FLOW•(6AA• •• • • • • • • •• • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • HYDRAULIC CALCULATIONS FOR: MIAMI SHORES CHURCH — GROUND FLOOR 370 GRAND CONCOURSE MIAMI SHORES, FL. DESIGN DATA: OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM/ SQ. FT. AREA OF APPLICATION: 1500 SQ.FT. COVERAGE PER SPRINKLER: 196 SQ. FT. MAX. NUMBER OF SPRINKLERS CALCULATED: 19 WATER FLOW TEST INFO: 70 PSI STATIC/ 65 PSI RESIDUAL 1429 GPM TOTAL WATER REQUIRED (INCL. HOSE) : 561.7 GPM @ 55.5 PSI HOSE ALLOWANCE: 100 GPM SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: AFSS �`�eeeee�U.t�I Ato �: r A � 0', m ;� Qw m;z 00 *00 00 • •• • • •• ••• • • • • •o• • • • • • • •• ••••• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCG.SDF JOB TITLE: Miami Shores Church - Ground WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 70.0 65.0 1429.0 69.1 561.7 55.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 561.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 461.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 2.0 SOURCE 55.5 461.7 2 -3.0 - - - - 57.0 - - - 3 -3.0 - - - - 51.0 - - - 4 1.0 - - - - 48.7 - - - 5 8.5 - - - - 45.0 - - - 10 8.5 - - - - 44.3 - - - 11 8.5 - - - - 40.7 - - - 12 8.5 - - - - 33.9 - - - 13 8.5 - - - - 30.6 - - - 14 8.5 - - - - 30.4 - - - 15 8.5 - - - - 30.3 - - - 16 8.5 - - - - 30.2 - - - 101 8.5 - - - - 23.2 - - - 102 8.5 - - - - 23.3 - - - 103 8.5 - - - - 23.6 - - - 104 8.5 - - - - 24.4 - - - 105 8.5 - - - - 25.6 - - - 106 8.5 - - - - 13.4 - - - 107 8.5 - - - - 13.5 - - - 108 8.5 - - - - 14.6 - - - 109 8.5 - - - - 17.0 - - - 110 8.5 - - - - 19.5 - - - ill 8.5 - - - - 24.5 - - - 112 8.5 - - - - 15.6 - - - 113 8.5 - - - - 15.9 - - - 114 8..5 ••. • . -.-.- •• 16.7 - - - 115 g.5 • •• •- r .-.-• 18.1 - - - 116 805 •i i i i- i- - •• 22.2 - - - 117 8 05 ••• •• • - •-•-•• 29.7 - - - 118 8.5 - - - - 29.9 - - - 119 •o.9:• •.• 0.000- - .9• ••• 29.8 - - - 201 ••..8 i • i•• * `x•ft. i i 20.9 25.6 202 ..75.8 :• ... T• 5.64: ••• 21.1 25.7 • • 0 • • • • • 0 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCG.SDF JOB TITLE: Miami Shores Church - Ground NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 203 7.8 K= 5.60 21.0 25.7 204 7.8 K= 5.60 22.2 26.4 205 7.8 K= 5.60 22.7 26.7 206 7.8 K= 5.60 12.3 19.6 207 7.8 K= 5.60 12.4 19.7 208 7.8 K= 5.60 12.9 20.1 209 7.8 K= 5.60 15.3 21.9 210 7.8 K= 5.60 17.5 23.4 211 7.8 K= 5.60 21.9 26.2 212 7.8 K= 5.60 14.2 21.1 213 7.8 K= 5.60 14.5 21.3 214 7.8 K= 5.60 14.9 21.6 215 7.8 K= 5.60 16.4 22.7 216 7.8 K= 5.60 20.2 25.2 217 7.8 K= 5.60 27.0 29.1 218 7.8 K= 5.60 28.5 29.9 219 7.8 K= 5.60 28.4 29.8 . . .. . . . . 00 . .•• .• ..• . . 066 .. . . .. 0:0 . . . . • 0 00 so ... . • . ..• 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCG.SDF JOB TITLE: Miami Shores Church - Ground PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 461.7 6.280 PL 40.00 PF 0.7 1 2.0 SRCE 55.5 (N/A) 4.8 140 FTG 2ETG PE 2.2 2 -3.0 0.0 57.0 0.0 0.005 TL 136.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 -3.0 0.0 57.0 0.0 6.0 psi, 461.7 gpm 3 -3.0 0.0 51.0 0.0 Pipe: 3 461.7 6.280 PL 30.00 PF 0.5 3 -3.0 0.0 51.0 0.0 4.8 140 FTG 3EG PE -1.7 4 1.0 0.0 48.7 0.0 0.005 TL 101.00 PV Pipe: 4 461.7 6.065 PL 10.00 PF 0.5 4 1.0 0.0 48.7 0.0 5.1 120 FTG ETG PE -3.2 5 8.5 0.0 45.0 0.0 0.008 TL 57.00 PV Pipe: 5 461.7 6.357 PL 18.00 PF 0.6 5 8.5 0.0 45.0 0.0 4.7 120 FTG 2ET PE 0.0 10 8.5 0.0 44.3 0.0 0.007 TL 92.00 PV Pipe: 6 461.7 4.260 PL 26.00 PF 3.7 10 8.5 0.0 44.3 0.0 10.4 120 FTG 2ET PE 0.0 11 8.5 0.0 40.7 0.0 0.047 TL 78.00 PV Pipe: 7 461.7 4.260 PL 105.00 PF 6.8 11 8.5 0.0 40.7 0.0 10.4 120 FTG ET PE 0.0 12 8.5 0.0 33.9 0.0 0.047 TL 144.00 PV Pipe: 8 461.7 4.260 PL 32.00 PF 3.3 12 8.5 0.0 33.9 0.0 10.4 120 FTG ET PE 0.0 13 8.5 0.0 30.6 0.0 0.047 TL 71.00 PV Pipe: 9 331.7 4.260 PL 8.00 PF 0.2 13 8.5 0.0 30.6 0.0 7.5 120 FTG ---- PE 0.0 14 8.5 0.0 30.4 0.0 0.026 TL 8.00 PV Pipe: 10 301.8 4.260 PL 2.50 PF 0.1 14 8.5 0.0 30.4 0.0 6.8 120 FTG ---- PE 0.0 15 8.5 0.0 30.3 0.0 0.021 TL 2.50 PV Pipe: 11 170.8 4.260 PL 12.00 PF 0.1 15 8.5 •• O.0 • 80.43 • •0.0• 3.8 120 FTG ---- PE 0.0 16 8.1 0.(� �•. •�0:.2• :••0!0 0.007 TL 12.00 PV • •• . • • . . Pipe: 13 �0 *00 00 �� -25.6 1.687 PL 9.00 PF 0.2 101 8.5 0.0 23.2 0.0 3.7 120 FTG ---- PE 0.0 102 8„50 ';0.0 .023'$' 0.0•�. 0.020 TL 9.00 PV 0.: . •. • • • . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCG.SDF JOB TITLE: Miami Shores Church - Ground PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -51.3 1.687 PL 3.10 PF 0.2 102 8.5 0.0 23.3 0.0 7.4 120 FTG ---- PE 0.0 103 8.5 0.0 23.6 0.0 0.074 TL 3.10 PV Pipe: 15 -77.0 1.687 PL 5.50 PF 0.9 103 8.5 0.0 23.6 0.0 11.0 120 FTG ---- PE 0.0 104 8.5 0.0 24.4 0.0 0.156 TL 5.50 PV Pipe: 16 -103.3 1.687 PL 4.20 PF 1.1 104 8.5 0.0 24.4 0.0 14.8 120 FTG ---- PE 0.0 105 8.5 0.0 25.6 0.0 0.268 TL 4.20 PV Pipe: 17 -130.0 1.687 PL 12.20 PF 5.0 105 8.5 0.0 25.6 0.0 18.7 120 FTG ---- PE 0.0 13 8.5 0.0 30.6 0.0 0.411 TL 12.20 PV Pipe: 18 -19.6 1.687 PL 9.00 PF 0.1 106 8.5 0.0 13.4 0.0 2.8 120 FTG ---- PE 0.0 107 8.5 0.0 13.5 0.0 0.012 TL 9.00 PV Pipe: 19 -39.3 1.687 PL 3.40 PF 1.0 107 8.5 0.0 13.5 0.0 5.6 120 FTG 2T PE 0.0 108 8.5 0.0 14.6 0.0 0.045 TL 23.40 PV Pipe: 20 -59.4 1.687 PL 5.10 PF 2.4 108 8.5 0.0 14.6 0.0 8.5 120 FTG 2T PE 0.0 109 8.5 0.0 17.0 0.0 0.096 TL 25.10 PV Pipe: 21 -81.3 1.687 PL 4.30 PF 2.5 109 8.5 0.0 17.0 0.0 11.7 120 FTG T PE 0.0 110 8.5 0.0 19.5 0.0 0.172 TL 14.30 PV Pipe: 22 -104.7 1.687 PL 8.30 PF 5.0 110 8.5 0.0 19.5 0.0 15.0 120 FTG T PE 0.0 111 8.5 0.0 24.5 0.0 0.275 TL 18.30 PV Pipe: 23 -130.9 1.687 PL 4.00 PF 5.8 111 8.5 0.0 24.5 0.0 18.8 120 FTG T PE 0.0 15 8.5 0.0 30.3 0.0 0.416 TL 14.00 PV Pipe: 24 -21.1 1.687 PL 8.00 PF 0.3 112 8.5 0.0 15.6 0.0 3.0 120 FTG T PE 0.0 113 8.5 0.0 15.9 0.0 0.014 TL 18.00 PV •. ... • • • . . .. Pipe: 25 : : ••: . : : -42.4 1.687 PL 6.50 PF 0.9 113 8.5 �. 0 3 : 15:9- •��.0 • 6.1 120 FTG T PE 0.0 114 8.5 0.0 16.7 0.0 0.052 TL 16.50 PV Pipe: 26.0. •:• 0•• a 0 .'. ��6.A•1 1.687 PL 2.10 PF 1.3 114 8?�: Q.O. :%6.'j . t.4) : :9.2 120 FTG T PE 0.0 115 8.�O Vt 0 O.N.V O•b •.• 0.111 TL 12.10 PV ••• • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCG.SDF JOB TITLE: Miami Shores Church - Ground PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -86.8 1.687 PL 6.40 PF 4.2 115 8.5 0.0 18.1 0.0 12.5 120 FTG ET PE 0.0 116 8.5 0.0 22.2 0.0 0.194 TL 21.40 PV Pipe: 28 -111.9 1.687 PL 9.00 PF 7.5 116 8.5 0.0 22.2 0.0 16.1 120 FTG ET PE 0.0 117 8.5 0.0 29.7 0.0 0.311 TL 24.00 PV Pipe: 29 -141.0 1.687 PL 1.10 PF 0.5 117 8.5 0.0 29.7 0.0 20.2 120 FTG ---- PE 0.0 16 8.5 0.0 30.2 0.0 0.477 TL 1.10 PV Pipe: 30 -29.9 1.687 PL 7.00 PF 0.5 118 8.5 0.0 29.9 0.0 4.3 120 FTG T PE 0.0 14 8.5 0.0 30.4 0.0 0.027 TL 17.00 PV Pipe: 31 -29.8 1.687 PL 7.00 PF 0.5 119 8.5 0.0 29.8 0.0 4.3 120 FTG T PE 0.0 16 8.5 0.0 30.2 0.0 0.027 TL 17.00 PV Pipe: 32 -25.6 1.104 PL 3.00 PF 2.6 201 7.8 5.6 20.9 25.6 8.6 120 FTG 2ET PE -0.3 101 8.5 0.0 23.2 0.0 0.160 TL 16.00 PV Pipe: 33 -25.7 1.104 PL 3.00 PF 2.6 202 7.8 5.6 21.1 25.7 8.6 120 FTG 2ET PE -0.3 102 8.5 0.0 23.3 0.0 0.161 TL 16.00 PV Pipe: 34 -25.7 1.104 PL 5.00 PF 2.9 203 7.8 5.6 21.0 25.7 8.6 120 FTG 2ET PE -0.3 103 8.5 0.0 23.6 0.0 0.161 TL 18.00 PV Pipe: 35 -26.4 1.104 PL 2.00 PF 2.5 204 7.8 5.6 22.2 26.4 8.8 120 FTG 2ET PE -0.3 104 8.5 0.0 24.4 0.0 0.169 TL 15.00 PV Pipe: 36 -26.7 1.104 PL 5.00 PF 3.1 205 7.8 5.6 22.7 26.7 9.0 120 FTG 2ET PE -0.3 105 8.5 0.0 25.6 0.0 0.173 TL 18.00 PV Pipe: 37 -19.6 1.104 PL 2.00 PF 1.5 206 7.8 5.6 12.3 19.6 6.6 120 FTG 2ET PE -0.3 106 8.5 0.0 13.4 0.0 0.098 TL 15.00 PV so Pipe: 38 : : •.: : : • • -19.7 1.104 PL 2.00 PF 1.5 207 7.8 • 4 •.k*2sj• : 19.•7•• 6.6 120 FTG 2ET PE -0.3 107 8.5 0.0 13.5 0.0 0.098 TL 15.00 PV Pipe: 39••. ';' ." ':' •*. • 7.0.1 1.104 PL 6.00 PF 2.0 208 7!$; .'S.fy :%2.D •2%41 :6.7 120 FTG 2ET PE -0.3 108 8.5' ':•.0 �•�4.V Q-1 �•• 0.103 TL 19.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCG.SDF JOB TITLE: Miami Shores Church - Ground PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 -21.9 1.104 PL 4.00 PF 2.0 209 7.8 5.6 15.3 21.9 7.3 120 FTG 2ET PE -0.3 109 8.5 0.0 17.0 0.0 0.120 TL 17.00 PV Pipe: 41 -23.4 1.104 PL 4.00 PF 2.3 210 7.8 5.6 17.5 23.4 7.8 120 FTG 2ET PE -0.3 110 8.5 0.0 19.5 0.0 0.136 TL 17.00 PV Pipe: 42 -26.2 1.104 PL 4.00 PF 2.8 211 7.8 5.6 21.9 26.2 8.8 120 FTG 2ET PE -0.3 111 8.5 0.0 24.5 0.0 0.168 TL 17.00 PV Pipe: 43 -21.1 1.104 PL 2.00 PF 1.7 212 7.8 5.6 14.2 21.1 7.1 120 FTG 2ET PE -0.3 112 8.5 0.0 15.6 0.0 0.112 TL 15.00 PV Pipe: 44 -21.3 1.104 PL 2.00 PF 1.7 213 7.8 5.6 14.5 21.3 7.1 120 FTG 2ET PE -0.3 113 8.5 0.0 15.9 0.0 0.114 TL 15.00 PV Pipe: 45 -21.6 1.104 PL 5.00 PF 2.1 214 7.8 5.6 14.9 21.6 7.2 120 FTG 2ET PE -0.3 114 8.5 0.0 16.7 0.0 0.117 TL 18.00 PV Pipe: 46 -22.7 1.104 PL 2.00 PF 1.9 215 7.8 5.6 16.4 22.7 7.6 120 FTG 2ET PE -0.3 115 8.5 0.0 18.1 0.0 0.128 TL 15.00 PV Pipe: 47 -25.2 1.104 PL 2.00 PF 2.3 216 7.8 5.6 20.2 25.2 8.4 120 FTG 2ET PE -0.3 116 8.5 0.0 22.2 0.0 0.155 TL 15.00 PV Pipe: 48 -29.1 1.104 PL 2.00 PF 3.0 217 7.8 5.6 27.0 29.1 9.7 120 FTG 2ET PE -0.3 117 8.5 0.0 29.7 0.0 0.203 TL 15.00 PV Pipe: 49 -29.9 1.104 PL 2.00 PF 1.7 218 7.8 5.6 28.5 29.9 10.0 120 FTG 2E PE -0.3 118 8.5 0.0 29.9 0.0 0.213 TL 8.00 PV Pipe: 50 -29.8 1.104 PL 2.00 PF 1.7 219 7.8 5.6 28.4 29.8 10.0 120 FTG 2E PE -0.3 119 8.5 0.0 29.8 0.0 0.212 TL 8.00 PV • • . . • • . • .• • • •• oo: 00 • • • • • • • • • • • •• •• • . • .• •• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCG.SDF JOB TITLE: Miami Shores Church - Ground NOTES (HASS) : (1) Calculations were performed by the HASS 8.5 computer program under license no. 50021097 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.060 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 20.2 ft/sec at pipe 29. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 68.91 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: C MATERIAL: XL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1.104 3.00 7.00 3.00 7.00 8.00 1.00 13.00 13.00 7.00 1.687 5.0" +].O.00• 43 • •• 11x•00 8.00 1.00 13.00 13.00 10.00 • • • • • • Soo 09 • ••• •• ••• • • •s• • • • • •s• • • • • • • • • • • • • • •• •• • s • •• •• •s• • 0 • ••• • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCG.SDF JOB TITLE: Miami Shores Church - Ground PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 •• ••• • • • • • •• • ••• •• ••• • • •• • • • • • • •• • • • •• •• • • • •• •• C4 o WATER SUPPLY ANALYSIS to y Static: 70. 00 psi Resid: 65.00 psi Flow: 1429. 0 gpm H 80 . 0 H W LEGEND N 1Available pressure •�� 2169.11 psi @ 561.7 gpm • • ••.• • �• P N 70 . .••••• • . • 2 1 Required pressure N• ro G ;�; ; 55.53 psi @ 561.7 gpm CD p '1 �� j �' 0 •i..►ii •..• •• •• '� �� Z� �A.�SQu-rce Supply Curve p 60 B. SystVD95;9mM6j!ebgL- '•�;� ...2. C. Available at Source •...• • n H H r j to t! ..•..P. 50 11 ...... • • • ..• • . .. • RR • • • E K S 40�a... a y � S a k � d U x R 30 . 0 d r E H c n r � ( > p 20 . 0 n K s � m i a r 10 . 0 y H O z 0 .0 cf) c� ro w M LQ rJ m ro 0 -14 .7 LLT-U 8 LTU I LTU U izuu i ITU 0 lffuu lKUU 2 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/29/2016PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCG.SDF JOB TITLE: Miami Shores Church - Ground WATER SUPPLY CURVE 72+ I 0 \\\\\\\\\ 66+ \\\\\\\\ * <-65.0 psi @ 1429 gpm Flow Test Point I 60+ I I I X 54+ I I I P 48+ R I E S I S 42+ U I R I E I 36+ ( I P I S I I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I X = Required Water Supply " 55.53 psi @ 561.7 gpm 6+ " 0 = Available iVater*Supply " 69111 i:1•@: 5::' ••ipa• . 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 • ••• •• ••• • • FLOW (GPM) •• • • • • • • •• • • 00 • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HYDRAULIC CALCULATIONS FOR: MIAMI SHORES CHURCH - UPPER LEVEL NORTH 370 GRAND CONCOURSE MIAMI SHORES, FL. DESIGN DATA: OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM/ SQ. FT. AREA OF APPLICATION: 1500 SQ.FT. COVERAGE PER SPRINKLER: 196 SQ. FT. MAX. NUMBER OF SPRINKLERS CALCULATED: 15 WATER FLOW TEST INFO: 70 PSI STATIC/ 65 PSI RESIDUAL 1429 GPM TOTAL WATER REQUIRED (INCL. HOSE) : 396.4 GPM @ 39.2 PSI HOSE ALLOWANCE: 100 GPM SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: AFSS ,,,��Ii111111/�I�,I * I 0 .. ......Roe�.,� Q& �� N Zq'n : •_ •� "� :7 0 n7: Z: .. ... .. �< ;O • • • • • • • • • �j • „•�•.•• . ... .. ... . . CO •• • • • • • • •• • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/31/2016\PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBC.SDF JOB TITLE: Miami Shores Church Sanctuary WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 70.0 65.0 1429.0 69.5 396.4 39.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 396.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 296.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 2.0 SOURCE 39.2 296.4 2 -3.0 - - - - 41.1 - - - 3 -3.0 - - - - 35.1 - - - 4 1.0 - - - - 33.1 - - - 5 8.5 - - - - 29.6 - - - 10 12.5 - - - - 27.6 - - - 20 16.6 - - - - 25.7 - - - 30 16.5 - - - - 23.1 - - - 40 16.5 - - - - 23.1 - - - 41 16.5 - - - - 23.0 - - - 42 16.5 - - - - 22.5 - - - 43 16.5 - - - - 22.2 - - - 44 16.5 - - - - 22.1 - - - 45 16.5 - - - - 22.1 - - - 50 16.5 - - - - 17.8 - - - 51 16.5 - - - - 17.8 - - - 52 16.5 - - - - 17.7 - - - 53 16.5 - - - - 17.6 - - - 54 16.5 - - - - 17.5 - - - 55 16.5 - - - - 17.5 - - - 301 16.5 - - - - 16.9 - - - 302 16.5 - - - - 16.8 - - - 303 16.5 - - - - 16.8 - - - 304 16.5 - - - - 16.9 - - - 305 16.5 - - - - 17.5 - - - 306 •d16!" . . . . �. 16.9 - - - 307 • 16.9 •• • • • • • - 16.7 - - - 308 ..16..: �.: �.� : : .-.� 16.7 - - - 309 16.5 - - - - 16.8 - - - 310 16.5 - - - - 17.4 - - - 311 •�• 1t*5 •.• •�• - o- w- w!• 16.8 - - - 312 ••i 16.5. i�. i • �.r i i 16.7 - - - ..� 16 5 . . .. . . 313 • • - •••- .� 16.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/31/2016\PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBC.SDF JOB TITLE: Miami Shores Church Sanctuary NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 314 16.5 - - - - 16.8 - - - 315 16.5 - - - - 17.3 - - - 401 22.0 K= 5.60 12.5 19.8 402 22.0 K= 5.60 12.3 19.7 403 22.0 K= 5.60 12.3 19.7 404 22.0 K= 5.60 12.5 19.8 405 22.0 K= 5.60 12.9 20.1 406 22.0 K= 5.60 12.4 19.7 407 22.0 K= 5.60 12.3 19.6 408 22.0 K= 5.60 12.3 19.6 409 22.0 K= 5.60 12.4 19.7 410 22.0 K= 5.60 12.8 20.1 411 22.0 K= 5.60 12.4 19.7 412 22.0 K= 5.60 12.3 19.6 413 22.0 K= 5.60 12.3 19.6 414 22.0 K= 5.60 12.4 19.7 415 22.0 K= 5.60 12.8 20.1 .. ... . . . . . .. .. ... .. . . . .. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/31/2016\PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBC.SDF JOB TITLE: Miami Shores Church Sanctuary PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 296.4 6.280 PL 40.00 PF 0.3 1 2.0 SRCE 39.2 (N/A) 3.1 140 FTG 2ETG PE 2.2 2 -3.0 0.0 41.1 0.0 0.002 TL 136.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 -3.0 0.0 41.1 0.0 6.0 psi, 296.4 gpm 3 -3.0 0.0 35.1 0.0 Pipe: 3 296.4 6.280 PL 30.00 PF 0.2 3 -3.0 0.0 35.1 0.0 3.1 140 FTG 3EG PE -1.7 4 1.0 0.0 33.1 0.0 0.002 TL 101.00 PV Pipe: 4 296.4 6.065 PL 10.00 PF 0.2 4 1.0 0.0 33.1 0.0 3.3 120 FTG ETG PE -3.2 5 8.5 0.0 29.6 0.0 0.004 TL 57.00 PV Pipe: 5 296.4 6.357 PL 18.00 PF 0.3 5 8.5 0.0 29.6 0.0 3.0 120 FTG 2ET PE -1.7 10 12.5 0.0 27.6 0.0 0.003 TL 92.00 PV Pipe: 6 296.4 4.260 PL 6.00 PF 0.1 10 12.5 0.0 27.6 0.0 6.7 120 FTG ---- PE -1.8 20 16.6 0.0 25.7 0.0 0.021 TL 6.00 PV Pipe: 7 296.4 4.260 PL 25.00 PF 2.7 20 16.6 0.0 25.7 0.0 6.7 120 FTG 4E2T PE 0.0 30 16.5 0.0 23.1 0.0 0.021 TL 129.00 PV Pipe: 8 255.7 4.260 PL 7.00 PF 0.1 30 16.5 0.0 23.1 0.0 5.8 120 FTG ---- PE 0.0 41 16.5 0.0 23.0 0.0 0.016 TL 7.00 PV Pipe: 8A 40.7 4.260 PL 3.50 PF 0.0 30 16.5 0.0 23.1 0.0 0.9 120 FTG ---- PE 0.0 40 16.5 0.0 23.1 0.0 0.001 TL 3.50 PV Pipe: 9 215.4 3.260 PL 10.50 PF 0.4 41 16.5 0.0 23.0 0.0 8.3 120 FTG ---- PE 0.0 42 16.5 0.0 22.5 0.0 0.042 TL 10.50 PV Pipe: 10 176.6 3.260 PL 10.50 PF 0.3 42 1645••• 0•.0 •22v5• •40.0 6.8 120 FTG ---- PE 0.0 43 36.5 • 0.0 • 2212• • 0.0 0.029 TL 10.50 PV 000 Pipe: 11 117.5 3.260 PL 10.50 PF 0.1 43 16.5 0.0 22.2 0.0 4.5 120 FTG ---- PE 0.0 44 .'16'$' 0..V ':22.1•0• O*.A 0.014 TL 10.50 PV 00 0 •• • • •• • • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/31/2016\PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBC.SDF JOB TITLE: Miami Shores Church Sanctuary PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 58.8 4.260 PL 10.50 PF 0.0 44 16.5 0.0 22.1 0.0 1.3 120 FTG ---- PE 0.0 45 16.5 0.0 22.1 0.0 0.001 TL 10.50 PV Pipe: 13 40.7 3.260 PL 10.50 PF 0.0 50 16.5 0.0 17.8 0.0 1.6 120 FTG ---- PE 0.0 51 16.5 0.0 17.8 0.0 0.002 TL 10.50 PV Pipe: 14 81.0 3.260 PL 10.50 PF 0.1 51 16.5 0.0 17.8 0.0 3.1 120 FTG ---- PE 0.0 52 16.5 0.0 17.7 0.0 0.007 TL 10.50 PV Pipe: 15 119.8 3.260 PL 10.50 PF 0.1 52 16.5 0.0 17.7 0.0 4.6 120 FTG ---- PE 0.0 53 16.5 0.0 17.6 0.0 0.014 TL 10.50 PV Pipe: 16 79.9 3.260 PL 10.50 PF 0.1 53 16.5 0.0 17.6 0.0 3.1 120 FTG ---- PE 0.0 54 16.5 0.0 17.5 0.0 0.007 TL 10.50 PV Pipe: 17 39.9 3.260 PL 10.50 PF 0.0 54 16.5 0.0 17.5 0.0 1.5 120 FTG ---- PE 0.0 55 16.5 0.0 17.5 0.0 0.002 TL 10.50 PV Pipe: 18 40.7 1.687 PL 90.00 PF 5.3 40 16.5 0.0 23.1 0.0 5.8 120 FTG 2T PE 0.0 50 16.5 0.0 17.8 0.0 0.048 TL 110.00 PV Pipe: 19 40.3 1.687 PL 90.00 PF 5.2 41 16.5 0.0 23.0 0.0 5.8 120 FTG 2T PE 0.0 51 16.5 0.0 17.8 0.0 0.047 TL 110.00 PV Pipe: 20 38.7 1.687 PL 90.00 PF 4.8 42 16.5 0.0 22.5 0.0 5.6 120 FTG 2T PE 0.0 52 16.5 0.0 17.7 0.0 0.044 TL 110.00 PV Pipe: 21 59.1 1.687 PL 40.00 PF 4.8 43 16.5 0.0 22.2 0.0 8.5 120 FTG T PE 0.0 305 16.5 0.0 17.5 0.0 0.096 TL 50.00 PV Pipe: 22 58.7 1.687 PL 40.00 PF 4.7 44 16.5 0.0 22.1 0.0 8.4 120 FTG T PE 0.0 310 16.5 0.0 17.4 0.0 0.094 TL 50.00 PV Pipe: 23 •� ••� �� •. 58.8 1.687 PL 40.00 PF 4.7 45 1g!5..; 0-.,.0. •.22:1: ..0.0 8.4 120 FTG T PE 0.0 315 16.5 0.0 17.3 0.0 0.094 TL 50.00 PV Pipe:'$4•;' .*' •:• .•. ••. 39.9 1.687 PL 4.00 PF 0.6 53 *.:.6.: •0w00. :17.6%. b.t 5.7 120 FTG T PE 0.0 301 •.i6.�i� 0*-0� *-16.9•• ORO 0.046 TL 14.00 PV y SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/31/2016\PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBC.SDF JOB TITLE: Miami Shores Church Sanctuary PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 40.0 1.687 PL 4.00 PF 0.6 54 16.5 0.0 17.5 0.0 5.7 120 FTG T PE 0.0 306 16.5 0.0 16.9 0.0 0.046 TL 14.00 PV Pipe: 26 39.9 1.687 PL 4.00 PF 0.6 55 16.5 0.0 17.5 0.0 5.7 120 FTG T PE 0.0 311 16.5 0.0 16.8 0.0 0.046 TL 14.00 PV Pipe: 27 20.1 1.687 PL 12.00 PF 0.2 301 16.5 0.0 16.9 0.0 2.9 120 FTG ---- PE 0.0 302 16.5 0.0 16.8 0.0 0.013 TL 12.00 PV Pipe: 28 0.4 1.687 PL 12.00 PF 0.0 302 16.5 0.0 16.8 0.0 0.1 120 FTG ---- PE 0.0 303 16.5 0.0 16.8 0.0 0.000 TL 12.00 PV Pipe: 29 -19.2 1.687 PL 12.00 PF 0.1 303 16.5 0.0 16.8 0.0 2.8 120 FTG ---- PE 0.0 304 16.5 0.0 16.9 0.0 0.012 TL 12.00 PV Pipe: 30 -39.0 1.687 PL 12.00 PF 0.5 304 16.5 0.0 16.9 0.0 5.6 120 FTG ---- PE 0.0 305 16.5 0.0 17.5 0.0 0.044 TL 12.00 PV Pipe: 31 20.3 1.687 PL 12.00 PF 0.2 306 16.5 0.0 16.9 0.0 2.9 120 FTG ---- PE 0.0 307 16.5 0.0 16.7 0.0 0.013 TL 12.00 PV Pipe: 32 0.6 1.687 PL 12.00 PF 0.0 307 16.5 0.0 16.7 0.0 0.1 120 FTG ---- PE 0.0 308 16.5 0.0 16.7 0.0 0.000 TL 12.00 PV Pipe: 33 -19.0 1.687 PL 12.00 PF 0.1 308 16.5 0.0 16.7 0.0 2.7 120 FTG ---- PE 0.0 309 16.5 0.0 16.8 0.0 0.012 TL 12.00 PV Pipe: 34 -38.7 1.687 PL 12.00 PF 0.5 309 16.5 0.0 16.8 0.0 5.6 120 FTG ---- PE 0.0 310 16.5 0.0 17.4 0.0 0.044 TL 12.00 PV Pipe: 35 20.2 1.687 PL 12.00 PF 0.2 311 16.5 0.0 16.8 0.0 2.9 120 FTG ---- PE 0.0 312 16.5 0.0 16.7 0.0 0.013 TL 12.00 PV . • • • • . • . Pipe: 00 A .•: : : :.; .• 0.6 1.687 PL 12.00 PF 0.0 312 if!5..: 01-.1 6.16:7; ..-0.0 0.1 120 FTG ---- PE 0.0 313 16.5 0.0 16.7 0.0 0.000 TL 12.00 PV Pipe;'37';' •.. *:6 .•. -19.0 1.687 PL 12.00 PF 0.1 313 *.16.t . 0i'O :16.7'•. 1-0 2.7 120 FTG ---- PE 0.0 314 .•16X 0r•6 :16.8•• 0-.0 0.012 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/31/2016\PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBC.SDF JOB TITLE: Miami Shores Church Sanctuary PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 38 -38.7 1.687 PL 12.00 PF 0.5 314 16.5 0.0 16.8 0.0 5.6 120 FTG ---- PE 0.0 315 16.5 0.0 17.3 0.0 0.044 TL 12.00 PV Pipe: 39 -19.8 1.104 PL 8.00 PF 2.1 401 22.0 5.6 12.5 19.8 6.6 120 FTG 2ET PE 2.4 301 16.5 0.0 16.9 0.0 0.099 TL 21.00 PV Pipe: 40 -19.7 1.104 PL 8.00 PF 2.1 402 22.0 5.6 12.3 19.7 6.6 120 FTG 2ET PE 2.4 302 16.5 0.0 16.8 0.0 0.098 TL 21.00 PV Pipe: 41 -19.7 1.104 PL 8.00 PF 2.1 403 22.0 5.6 12.3 19.7 6.6 120 FTG 2ET PE 2.4 303 16.5 0.0 16.8 0.0 0.098 TL 21.00 PV Pipe: 42 -19.8 1.104 PL 8.00 PF 2.1 404 22.0 5.6 12.5 19.8 6.6 120 FTG 2ET PE 2.4 304 16.5 0.0 16.9 0.0 0.099 TL 21.00 PV Pipe: 43 -20.1 1.104 PL 8.00 PF 2.2 405 22.0 5.6 12.9 20.1 6.7 120 FTG 2ET PE 2.4 305 16.5 0.0 17.5 0.0 0.103 TL 21.00 PV Pipe: 44 -19.7 1.104 PL 8.00 PF 2.1 406 22.0 5.6 12.4 19.7 6.6 120 FTG 2ET PE 2.4 306 16.5 0.0 16.9 0.0 0.099 TL 21.00 PV Pipe: 45 -19.6 1.104 PL 8.00 PF 2.1 407 22.0 5.6 12.3 19.6 6.6 120 FTG 2ET PE 2.4 307 16.5 0.0 16.7 0.0 0.098 TL 21.00 PV Pipe: 46 -19.6 1.104 PL 8.00 PF 2.1 408 22.0 5.6 12.3 19.6 6.6 120 FTG 2ET PE 2.4 308 16.5 0.0 16.7 0.0 0.098 TL 21.00 PV Pipe: 47 -19.7 1.104 PL 8.00 PF 2.1 409 22.0 5.6 12.4 19.7 6.6 120 FTG 2ET PE 2.4 309 16.5 0.0 16.8 0.0 0.099 TL 21.00 PV Pipe: 48 -20.1 1.104 PL 8.00 PF 2.1 410 22.0 5.6 12.8 20.1 6.7 120 FTG 2ET PE 2.4 310 16.5 0.0 17.4 0.0 0.102 TL 21.00 PV Pipe: 42 • •• ' • • • • -19.7 1.104 PL 8.00 PF 2.1 411 jj!0.•; 5•..fP. 0.22:4: x;9.7 6.6 120 FTG 2ET PE 2.4 311 16.5 0.0 16.8 0.0 0.099 TL 21.00 PV PipeiG50*:* .•e •i• .*• •o• -19.6 1.104 PL 8.00 PF 2.1 412 *.22.0 •5:.16. :12.30-:11A 6.6 120 FTG 2ET PE 2.4 312 ••16.90 :16.7•• 00-.60 0.098 TL 21.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/31/2016\PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBC.SDF JOB TITLE: Miami Shores Church Sanctuary PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 51 -19.6 1.104 PL 8.00 PF 2.1 413 22.0 5.6 12.3 19.6 6.6 120 FTG 2ET PE 2.4 313 16.5 0.0 16.7 0.0 0.098 TL 21.00 PV Pipe: 52 -19.7 1.104 PL 8.00 PF 2.1 414 22.0 5.6 12.4 19.7 6.6 120 FTG 2ET PE 2.4 314 16.5 0.0 16.8 0.0 0.099 TL 21.00 PV Pipe: 53 -20.1 1.104 PL 8.00 PF 2.1 415 22.0 5.6 12.8 20.1 6.7 120 FTG 2ET PE 2.4 315 16.5 0.0 17.3 0.0 0.102 TL 21.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.5 computer program under license no. 50021097 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.176 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 8.5 ft/sec at pipe 21. (4) a. System remote area HAS been proven or 'peaked' . b. Minimum pressure at any sprinkler: 12.250 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 12.502 psi d. Remote area is located adjacent to right cross main (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. •• ••• • • • • • •• (6) Availabje px.esgrf �t:,spur•ce node 1 under full flow conditions is 69.15•pti••c•'bn%4rA4•tD xhr•Zninimum required pressure of 20.00 psi. •• • • • • • • •• • • 00 • •• • • •• • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/31/2016\PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBC.SDF JOB TITLE: Miami Shores Church Sanctuary (7) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: C MATERIAL: XL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1.104 3.00 7.00 3.00 7.00 8.00 1.00 13.00 13.00 7.00 1.687 5.00 10.00 3.00 11.00 8.00 1.00 13.00 13.00 10.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 •• ••• •• • • • •• •• • • • • • • •• • • • •• • • •• • • • • • • • • • • • • • • •• •• ••• •• t• •• ••• • • •• • • C-1 d WATER SUPPLY ANALYSIS Wm y Static: 70.00 psi Resid: 65. 00 psi Flow: 1429. 0 gpm H 80 . 0 H w LEGEND • •• 1 Available pressure W • • •.�•• • •• 69.53 psi @ 396.4 gpm70. N N- o a � 0000.• • 2 O1 • • • • Required pressure • • G • ••�•+• 39.21 psi @ 396.4 gpm cn W •.0•A. •.•e• •0000• 11.7' �� ! �.C�Mm. y. -A.ft 1Lrc Supply Curve O 40] ..•U960. il• •9060• � f �� - • B. Sys D2}RSnc 't$� m ro 0060✓• fes. � W lz •••6• • • C. Available at Source H • • • 0000 ..•04 0000•. H x 0000.. 50 .00606 000000 n cn ;d • P • • • • 0 • P Cn K 0.601• 0000 • • P) cn cn • :J H E sees 2 0 M m S 40 . 0 S U m R 30. 0 K r E H ',b p 20. 0 n k n Cn s N 1 n 10. 0 > H H O z M 0. 0 Cn o� n ro a cn w U m ro H 0 -14 .7 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 3/31/2016\PROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBC.SDF JOB TITLE: Miami Shores Church Sanctuary WATER SUPPLY CURVE 72+ I 0 \\\\\\\\\ 66+ \\\\\\\\ * <-65.0 psi @ 1429 gpm Flow Test Point I 60+ I I I 54+ I I I P 48+ R I E I S I S 42+ U I R I X E I 36+ ( I P I S I I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I " X = Required Water Supply " I 39.21 psi @ 396.4 gpm " 6+ " I 0 = Avj11ab91;p0,W4tet,S;pPlyg• " 69.1.3 ps.7i @.*19$•1 :p: '. . •. ... .. . . . .. 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 .•. •:• •.. • • ••• •o.FLOW (GPM) • •• • • •• • • • • •• .. 000 . •• 0f HYDRAULIC CALCULATIONS FOR: MIAMI SHORES CHURCH - SANCTUARY 370 GRAND CONCOURSE MIAMI SHORES, FL. DESIGN DATA: OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM/ SQ. FT. AREA OF APPLICATION: 1500 SQ.FT. COVERAGE PER SPRINKLER: 196 SQ. FT. MAX. NUMBER OF SPRINKLERS CALCULATED: 12 (UPRIGHT HEADS) WATER FLOW TEST INFO: 70 PSI STATIC/ 65 PSI RESIDUAL 1429 GPM TOTAL WATER REQUIRED (INCL. HOSE) : 341.8 GPM @ 40.8 PSI HOSE ALLOWANCE: 100 GPM SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: AFSS % 0' ••#..ROB••.; : ;•• �•��rte•• ob o �O%mss: . . . . . . . . —O'O 3-P4 �• y• 'moi T •• . y • ••• •• ••• • • ',II��?�•'•�.....•••••� • •• • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ♦ T SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/31/2016ROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCSI.SDF JOB TITLE: Miami Shores Church Sanctuary WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 70.0 65.0 1429.0 69.6 341.8 40.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 341.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 241.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 2.0 SOURCE 40.8 241.8 2 -3.0 - - - - 42.8 - - - 3 -3.0 - - - - 36.8 - - - 4 1.0 - - - - 34.9 - - - 5 8.5 - - - - 31.5 - - - 6 8.5 - - - - 31.3 - - - 7 17.5 - - - - 27.1 - - - 8 17.5 - - - - 26.5 - - - 9 17.5 - - - - 22.5 - - - 10 12.5 - - - - 19.2 - - - 20 12.5 - - - - 18.9 - - - 21 12.5 - - - - 18.6 - - - 22 12.5 - - - - 18.5 - - - 101 12.5 - - - - 16.8 - - - 102 12.5 - - - - 17.0 - - - 103 12.5 - - - - 17.6 - - - 104 12.5 - - - - 16.5 - - - 105 12.5 - - - - 16.8 - - - 106 12.5 - - - - 17.3 - - - 107 12.5 - - - - 16.5 - - - 108 12.5 - - - - 16.7 - - - 109 12.5 - - - - 17.2 - - - 110 12.5 - - - - 18.6 - - - ill 12.5 - - - - 18.3 - - - 112 12.5 - - - - 18.2 - - - 201 19!5"; ; ; .'$=;5:6p•• 12.5 19.8 202 17.5 .i .�i i t=i.5i6% 12.7 20.0 203 i7*5..: •.: %945;6.0.' 13.2 20.3 204 17.5 K= 5.60 12.3 19.7 205 �17i�� *6 *: K= 5.60 12.5 19.8 206 ; :7.i5 - K= 5�64 � � 13.0 20.2 207 ':7•.5. ' i i i i'=�5.0A' 12.3 19.6 208 17.5 • •K= 5!5'0 • 12.4 19.7 ... . . . . ... . . • . • . . . . .. .. . . . .. .. r r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/31/2016ROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCSI.SDF JOB TITLE: Miami Shores Church Sanctuary NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 209 17.5 K= 5.60 12.9 20.1 210 17.5 K= 5.60 14.1 21.0 211 17.5 K= 5.60 13.8 20.8 212 17.5 K= 5.60 13.8 20.8 .. ... . . • . • .. • •• • • • • ••• • •• ••• •• • • • •• • ••• •• ••• • • •• • • • • • • •• • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/31/2016ROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCSI.SDF JOB TITLE: Miami Shores Church Sanctuary PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 241.8 6.280 PL 40.00 PF 0.2 1 2.0 SRCE 40.8 (N/A) 2.5 140 FTG 2ETG PE 2.2 2 -3.0 0.0 42.8 0.0 0.002 TL 136.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 -3.0 0.0 42.8 0.0 6.0 psi, 241.8 gpm 3 -3.0 0.0 36.8 0.0 Pipe: 3 241.8 6.280 PL 30.00 PF 0.2 3 -3.0 0.0 36.8 0.0 2.5 140 FTG 3EG PE -1.7 4 1.0 0.0 34.9 0.0 0.002 TL 101.00 PV Pipe: 4 241.8 6.065 PL 10.00 PF 0.1 4 1.0 0.0 34.9 0.0 2.7 120 FTG ETG PE -3.2 5 8.5 0.0 31.5 0.0 0.003 TL 57.00 PV Pipe: 5 241.8 6.357 PL 20.00 PF 0.2 5 8.5 0.0 31.5 0.0 2.4 120 FTG ET PE 0.0 6 8.5 0.0 31.3 0.0 0.002 TL 76.00 PV Pipe: 6 241.8 4.260 PL 10.00 PF 0.3 6 8.5 0.0 31.3 0.0 5.4 120 FTG E PE -3.9 7 17.5 0.0 27.1 0.0 0.014 TL 23.00 PV Pipe: 7 241.8 4.260 PL 6.00 PF 0.6 7 17.5 0.0 27.1 0.0 5.4 120 FTG ET PE 0.0 8 17.5 0.0 26.5 0.0 0.014 TL 45.00 PV Pipe: 8 241.8 4.260 PL 175.00 PF 4.0 8 17.5 0.0 26.5 0.0 5.4 120 FTG 4E2T PE 0.0 9 17.5 0.0 22.5 0.0 0.014 TL 279.00 PV Pipe: 9 241.8 3.260 PL 65.00 PF 5.5 9 17.5 0.0 22.5 0.0 9.3 120 FTG 2ET PE 2.2 10 12.5 0.0 19.2 0.0 0.052 TL 105.00 PV Pipe: 10 241.8 3.260 PL 6.00 PF 0.3 10 12.5 0.0 19.2 0.0 9.3 120 FTG ---- PE 0.0 20 12.5 0.0 18.9 0.0 0.052 TL 6.00 PV Pipe: 11 160.7 3.260 PL 12.00 PF 0.3 20 1265• ";0: 1.8;,9: oq" 6.2 120 FTG ---- PE 0.0 21 12% Q;0.•: j8i6:.: @.0 0.025 TL 12.00 PV • . . . • . . . Pipe: 12 80.2 3.260 PL 12.00 PF 0.1 21 12.5 0.0 18.6 0.0 3.1 120 FTG ---- PE 0.0 22 095*:• 0.0•** fl*5 •�O.A•. 0.007 TL 12.00 PV • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/31/2016ROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCSI.SDF JOB TITLE: Miami Shores Church Sanctuary PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -19.8 1.687 PL 12.00 PF 0.2 101 12.5 0.0 16.8 0.0 2.8 120 FTG E PE 0.0 102 12.5 0.0 17.0 0.0 0.013 TL 17.00 PV Pipe: 14 -39.8 1.687 PL 12.00 PF 0.6 102 12.5 0.0 17.0 0.0 5.7 120 FTG ---- PE 0.0 103 12.5 0.0 17.6 0.0 0.046 TL 12.00 PV Pipe: 15 -60.2 1.687 PL 3.00 PF 1.3 103 12.5 0.0 17.6 0.0 8.6 120 FTG T PE 0.0 20 12.5 0.0 18.9 0.0 0.099 TL 13.00 PV Pipe: 16 -19.7 1.687 PL 12.00 PF 0.2 104 12.5 0.0 16.5 0.0 2.8 120 FTG E PE 0.0 105 12.5 0.0 16.8 0.0 0.012 TL 17.00 PV Pipe: 17 -39.4 1.687 PL 12.00 PF 0.5 105 12.5 0.0 16.8 0.0 5.7 120 FTG ---- PE 0.0 106 12.5 0.0 17.3 0.0 0.045 TL 12.00 PV Pipe: 18 -59.6 1.687 PL 3.00 PF 1.3 106 12.5 0.0 17.3 0.0 8.6 120 FTG T PE 0.0 21 12.5 0.0 18.6 0.0 0.097 TL 13.00 PV Pipe: 19 -19.6 1.687 PL 12.00 PF 0.2 107 12.5 0.0 16.5 0.0 2.8 120 FTG E PE 0.0 108 12.5 0.0 16.7 0.0 0.012 TL 17.00 PV Pipe: 20 -39.3 1.687 PL 12.00 PF 0.5 108 12.5 0.0 16.7 0.0 5.6 120 FTG ---- PE 0.0 109 12.5 0.0 17.2 0.0 0.045 TL 12.00 PV Pipe: 21 -59.5 1.687 PL 3.00 PF 1.3 109 12.5 0.0 17.2 0.0 8.5 120 FTG T PE 0.0 22 12.5 0.0 18.5 0.0 0.097 TL 13.00 PV Pipe: 22 -21.0 1.687 PL 9.50 PF 0.3 110 12.5 0.0 18.6 0.0 3.0 120 FTG T PE 0.0 20 12.5 0.0 18.9 0.0 0.014 TL 19.50 PV Pipe: 23 -20.8 1.687 PL 9.50 PF 0.3 111 12.5 0.0 18.3 0.0 3.0 120 FTG T PE 0.0 21 12.5 0.0 18.6 0.0 0.014 TL 19.50 PV Pipe: 24'. .; .'; ; ; ;.; '. -20.8 1.687 PL 9.50 PF 0.3 112 12.5 •a(f.; Z$.'2; ; PCU 3.0 120 FTG T PE 0.0 22 12.5 0.0 18.5 0.0 0.014 TL 19.50 PV Pipe: P!* *:9 ..• •:• .0. •x.-19.8 1.104 PL 8.00 PF 2.1 . . •• • • • • 201 1l:5 �� 5•.A0 : 1 45• d9.� : 6.6 120 FTG 2ET PE 2.2 101 12.5 • 0.0 0 A.8 ••a.be 0.100 TL 21.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/31/2016ROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCSI.SDF JOB TITLE: Miami Shores Church Sanctuary PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -20.0 1.104 PL 8.00 PF 2.1 202 17.5 5.6 12.7 20.0 6.7 120 FTG 2ET PE 2.2 102 12.5 0.0 17.0 0.0 0.101 TL 21.00 PV Pipe: 27 -20.3 1.104 PL 8.00 PF 2.2 203 17.5 5.6 13.2 20.3 6.8 120 FTG 2ET PE 2.2 103 12.5 0.0 17.6 0.0 0.105 TL 21.00 PV Pipe: 28 -19.7 1.104 PL 8.00 PF 2.1 204 17.5 5.6 12.3 19.7 6.6 120 FTG 2ET PE 2.2 104 12.5 0.0 16.5 0.0 0.098 TL 21.00 PV Pipe: 29 -19.8 1.104 PL 8.00 PF 2.1 205 17.5 5.6 12.5 19.8 6.6 120 FTG 2ET PE 2.2 105 12.5 0.0 16.8 0.0 0.100 TL 21.00 PV Pipe: 30 -20.2 1.104 PL 8.00 PF 2.2 206 17.5 5.6 13.0 20.2 6.8 120 FTG 2ET PE 2.2 106 12.5 0.0 17.3 0.0 0.103 TL 21.00 PV Pipe: 31 -19.6 1.104 PL 8.00 PF 2.1 207 17.5 5.6 12.3 19.6 6.6 120 FTG 2ET PE 2.2 107 12.5 0.0 16.5 0.0 0.098 TL 21.00 PV Pipe: 32 -19.7 1.104 PL 8.00 PF 2.1 208 17.5 5.6 12.4 19.7 6.6 120 FTG 2ET PE 2.2 108 12.5 0.0 16.7 0.0 0.099 TL 21.00 PV Pipe: 33 -20.1 1.104 PL 8.00 PF 2.2 209 17.5 5.6 12.9 20.1 6.7 120 FTG 2ET PE 2.2 109 12.5 0.0 17.2 0.0 0.103 TL 21.00 PV Pipe: 34 -21.0 1.104 PL 8.00 PF 2.3 210 17.5 5.6 14.1 21.0 7.0 120 FTG 2ET PE 2.2 110 12.5 0.0 18.6 0.0 0.111 TL 21.00 PV Pipe: 35 -20.8 1.104 PL 8.00 PF 2.3 211 17.5 5.6 13.8 20.8 7.0 120 FTG 2ET PE 2.2 111 12.5 0.0 18.3 0.0 0.109 TL 21.00 PV Pipe: 36 -20.8 1.104 PL 8.00 PF 2.3 212 17.5 5.6 13.8 20.8 7.0 120 FTG 2ET PE 2.2 112 12.5 0.0 18.2 0.0 0.109 TL 21.00 PV • •• • • • • ••• • 000 0:0 Soo 0:0 000 0 •• • • • • • • •• • • • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •. •• SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/31/2016ROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCSI.SDF JOB TITLE: Miami Shores Church Sanctuary NOTES (HASS) : (1) Calculations were performed by the HASS 8.5 computer program under license no. 50021097 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.052 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.3 ft/sec at pipe 10. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 69.41 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: C MATERIAL: XL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.104 x:00•0; .-10.0.3i0O .•i7.00 8.00 1.00 13.00 13.00 7.00 1.687 "5.00 .;L(Q'Q0; ;3:9p •.1.1.00 8.00 1.00 13.00 13.00 10.00 964 000 .. • . . • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/31/2016ROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCSI.SDF JOB TITLE: Miami Shores Church Sanctuary PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 ago • ••• •• ••• • • • •• • • •• • • • 00 ••• • • • • ••• • • • • • . • • • • • •• •• • • • •• •• C-4 d WATER SUPPLY ANALYSIS WW y Static: 70 . 00 psi Resid: 65 . 00 psi Flow: 1429. 0 gpm H 80 . 0 H H W LEGEND w 1 Available pressure 69.65 psi @ 341.8 gpm • 70 .%:.• 1 •. w 0000•. Required pressure N• qd 0000. •�••CM • • _ 40.82 psi @ 341.8 gpm :• A • 0000.. 1 L 1 ".��. .�. -A.. G c:Supply Curve c •••.b• 60. Qr•.• •. •. B. -t� D2�i'en ' �� . N b • C. Available at Source CO n7 7d •.•��!!,• •• 0000.• • •Ci H H 00000 ••.• n N z 0000. . G r • • t . m. r.• 0000.• ri i t1 50 . 0. 000000 n x rro ....�'. .. 0000.. Cn • • • cn EC • R ... • . .. a (n to ...•g 0000 2 . • S 4 0 !Q... H S n Cnn K U x k R 30 . 0 t:j r E x n ti C) p 20 .0 > r m s H 1 N 10 . 0 H 0 z En Cn 0 . 0 a � ro a to w t7 m -14.7 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 3/31/2016ROGRAM FILES\HRS SYSTEMS\HYDRAULIC CALCULATIONS\MSBCSI.SDF JOB TITLE: Miami Shores Church Sanctuary WATER SUPPLY CURVE 72+ I 0 \\\\\\\\\ 66+ \\\\\\\\ * <-65.0 psi @ 1429 gpm Flow Test Point I 60+ I I I 54+ I I I P 48+ R I E I S I S 42+ U I X R I E I 36+ ( I P I S I I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I X = Required Water Supply 40.82 psi @ 341.8 gpm " 6+ " 0 = Avgiel--01r*a t e LF Svpr1?• " 69.6.5 ps•ri ��4i'� .qP: •. •• ••• •• • • • •• 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 • • • • •• ••• • • • • • • • • • • .FLOW (GPM) • •• • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � * ` , ^ Worldwide www.tyco-fire.com Contacts Series TY-mrRBy ��.m�u� K—factor Upilght, Pendent and Recessed Pendent Sprinkfers Quick Response., Standard Coverage General The TYCO Senes TY-FRB Sprinklers described herein must be installed and Description maintained in compliance with this doc- TheTYCOGeria TY-FRB,5.6 well mawith the applicable ht and onnno�nzoorthe maonnw Fire Pro Sprinklers described in this data sheet tion-- Association,in additiontnthe stan are quick response,standard coverage, dards of any other authorities having decorative 3 mm glass bulb-type spray Jurisdiction.Failure to do so may impair sprinklers designed for use in light or the performance of these devices. ordinary hazard,commercial ppou - Theowmerhonoopona��rn�o��- c|eeouohoebonhs.Uo�|o'andohop- ing their fire protection system and ping malls. devices in proper operatingconddion The recessed version ofthe Series TY- The installing contractor or sprinkler FRB Pendent Sprinkler,where applica- namufaouzn* should oocontacted with b|e.iointended for use inareas with o any questions. finished ceiling.This d pendent sprinkler uses one u,the following: ° A two-piece Style15 Recessed Sprinkler Escutcheon with recessed adjust- Identification mentupto5/OInch (15,9mm)from the flush pendent position. Number ° A two-piece2O Recessed , —''— TYO13 Upright 1/2 NPT Escutcheon with recessed ''''''' ' . adjust- mentupto 1/2 inch U2,7 m from TY323 ...... Pendent 5.OK.1/2-NPT the flush pendent position. The adjustment provided by the Technical Finishes Recessed Escutcheon reduces the ��.�� Sprinkler:Notunu|Bo�o Chromeaccumu�tnwhiohthafixodpipednopo ��,�m�� (RAL 9010)and tothe aphnWenomust becut. Plated,Pure Approvals =e''"'White Intermediate level versions ofSeries ULand C_ULListed Recessed Escutcheon:White Cooted, T9-FRB Sprinklers are described in FK8and ydSApproved Chrome Plated,orBrass Plated Technical Data Sheet TFp357. @ h CE Certified Physical Frame Bronze in7echnic�Data 8h�tTFP7O0. Maximum Working Pressure '' '' ''''''''''''''' Brass/Copper 175psi U21 bar) Button'' '' '''' '''''' 250 psi(17.2 bar)* Sealing Assembly.. .......Stainless Steel w/TEF0N *The maArnurn workingu'o»opsi �u|� Glass mo|�unouvun-derwriters Laboratories, ' '' ''''''' '' '''' '''''' `'' ---'— Inc.(UL). Compression Screw...... .. Bronze Deflector.... .... ..... .. .. Bronze Discharge Coefficient N=5.6 qpyfpsilm(80.6LPM/barl«2) Always refer to Technical 4t.1 Rating with respect to handling and 155-F(68-C) installation of sprinkler systems and 175-F(79-C) components.Improperban4fikig and ° ""'r ° installation can perma Irly(t. le lamag,64- 4360F(Z11% � ° ° ° ° °°° operate in a fire situation or cause it to operate prematurely. ~ ° °°° ° ° ° ° ° ° Page Imf^0 V: 0ARY 2013 TFP172 ° °° °° ° ° ° ~~ ~~ °°° ° ° ° °°~ ° ° 1 TFP172 Page 2of4 Components: *Temperature rating is **Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector. can be provided on special request. 2 - Button 5 -Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2° 7/16°(11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON 6* I 5 7/16° (11,1 mm) 4 NOMINAL 2° I I I MAKE-IN (50,8 mm) 2 2° 1-3/8° 3 (50,8 mm) (34,9 mm) WRENCH FLATS 1 1/21 NPT** DEFLECTOR* �►— 2-7/8°(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT(TY313)AND PENDENT(TY323)SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT,QUICK RESPONSE Operation Installation / The glass bulb contains a fluid which The TYCO Series TY-FRB,5.6 K-factor, WRENCH RECESS expands when exposed to heat.When Upright(TY313)and Pendent(TY323) (USE ONLY the rated temperature is reached,the Sprinklers must be installed in accor- END°A°) fluid expands sufficiently to shatter the dance with this section. glass bulb, allowing the sprinkler to General Instructions FIGURE 2 activate and water to flow. Do not install any bulb-type sprinkler if W--TYPE 6 the bulb is cracked or there is a loss SPRINKLER WRENCH Design of liquid from the bulb.With the sprin- kler held horizontally,a small air bub- Criteria ble should be present. The diameter WRENCH of the air bubble is approximately 1/16 RECESS The TYCO Series TY-FRB,5.6 K-factor, inch(1,6 mm)for the 135°F(57°C)and Upright(TY313)and Pendent(TY323) 3/32 inch(2,4 mm)for the 286°F(141°C) Sprinklers are intended for fire protec- temperature ratings. tion systems designed in accordance A leak-tight 1/2 inch NPT sprinkler joint with the standard installation rules rec- should be obtained by applying a min- ognized by the applicable Listing or imum to maximum torque of 7 to 14 Approval agency(such as, UL Listing ft.-lbs. (9,5 to 19,0 Nm). Higher levels is based on the requirements of NFPA of torque can distort the sprinkler Inlet 13, and FM Approval is based on the requirements of FM's Loss Prevention with consequent leakage or impairment PUSH WRENCH of the sprinkler. IN TO ENSURE Data Sheets).Only the Style 15 or Style ENGAGEMENT 20 Recessed Escutcheon is to be used Do not attempt to compensate for WITH SPRINKLER for recessed pendent installations. insufficient adjustment in the Escutch- WRENCHING AREA eon Plate by under-or over-tightening the sprinkler.Re-adjust the position of FIGURE 3 the sprinkler fitting to suit. W-TYPE 7 RECESSED Upright and Pendent Sprinklers SPRINKLER WRENCH The Series TY FRB Upright and Pen- dent Sprinklers must be installed • .. in accordance with the following • • instructions. . .. . . . . ... . . Step 1.Install Pendent sprinklers in the •• ••• •• " pendent position.Install upright sprin- klers in the upright position. •• .. OV Step 2. With pipe-thread sealant • applied to the pipe threads, hand- . . .. .. •• tighten the sprinkler into the sprinkler • •' •• • fitting. ... . . . . OV • • . . . . . • . . . . . •• •• . • . .• .. s TFP172 Page 3 of 4 Step 3.Tighten the sprinkler into the 2-7/8°DIA_ sprinkler fitting using only the W Type (73,0 mm) 6 Sprinkler Wrench(Figure 2).With ref- erence to Figure 1,apply the W Type 6 2-1/4°DIA. Sprinkler Wrench to the wrench flats. FACE OF (57,2 mm) Torque sprinklers 7 to 14 ft.-lbs.(9,5 to SPRINKLER 19,0 Nm). FITTING 5/8°(15,9 mm) Recessed Pendent Sprinklers FLUSH The Series TY-FRB Recessed Pendent 3/8±5/16° Sprinklers must be installed in accor- (9,5±7,9 mm) dance with the following instructions. Step A.After installing the Style 15 or MOUNTING 1/8° Style 20 Mounting Plate over the sprin- SURFACE (3,2 mm) kler threads, and with pipe-thread sealant applied to the pipe threads, CLOSURE SERIES MOUNTING 1-3/8°(34,9 mm) hand-tighten the sprinkler into the TY-FRB PLATE 3/4'(19,1 mm) sprinkler fitting. Step B.Tighten the sprinkler into the FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY(TY323) sprinkler fitting using only the W Type 7 Recessed Sprinkler Wrench(Figure WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 3).With reference to Figure 1,apply the RECESSED ESCUTCHEON W Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque 2-7/8°DIA sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 (73,0 mm) Nm). FACE OF Step C.After ceiling installation and fin- SPRINKLER 2-1/4°DIA ishing,slide on the Style 15 or Style 20 FITTING (57,2 mm) Closure over the Series TY-FRB Sprin- 5/16±1/4" kler and push the Closure over the 1/2°(12,7 mm) Mounting Plate until its flange comes in (7,9±6,4 mm) FLUSH contact with the ceiling. Care and �r MOUNTING =mm) Maintenance SURFACE (3 7 The TYCO Series TY-FRB,5.6 K-factor, Upright(TY313)and Pendent(TY323) CLOSURE SERIES MOUNTING 1-3/8°(34,9 mm) Sprinklers must be maintained and ser- TY FRB PLATE 7/8n(22,2 mm) viced in accordance with this section. Before closing a fire protection system FIGURE 5 main control valve for maintenance SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY(TY323) work on the fire protection system WITH TWO PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 that it controls, obtain permission to RECESSED ESCUTCHEON shut down the affected fire protection systems from the proper authorities Modified sprinklers must be replaced. of the National Fire Protection Associa- and notify all personnel who may be Sprinklers that have been exposed to tion (e.g., NFPA 25), in addition to the affected by this action. corrosive products of combustion,but standards of any other authorities hav- Absence of the outer piece of an have not operated,should be replaced ing jurisdiction. Contact the installing escutcheon, which is used to cover if they cannot be completely cleaned contractor or sprinkler manufacturer a clearance hole, can delay sprinkler by wiping the sprinkler with a cloth or regarding any questions. operation in a fire situation. by brushing it with a soft bristle brush. Automatic sprinkler systems are rec- The owner must assure that the sprin- Care must be exercised to avoid dam- ommended to be inspected, tested, klers are not used for hanging any age to the sprinklers-before,during, and maintained by a qualified Inspec- objects and that the sprinWgrs W@ only. and after installation.Sprinklers dam- tion Service in accordance with local cleaned by means of gently dt3stinV.- aged byAropping, striking, wrench requirements and/or national codes. with a feather duster;otherwiseprian- . tQvi"ippgge, or the like, must be operation in the event of.%flreAr:ndcj; ' replacgd�Also, replace any sprinkler vertent operation may result. lhatlhas a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Sprinklers which are found to be leak- Section.l ing or exhibiting visibl Sjgrf�&co%c?- "' ' sion must be replace d�.: 0. :-he o%vr er:is responsible for the msptctin t@stag,and maintenance of Automatic sprinklers.gibst:1bver be' their fireproteetion system and devices painted, plated, coated, or other- in compliance with this document,as wise altered after leaving the factory. well as with the applicable standards . . . . . . . . . . .% .. .. . . . .. .. . . . ... . . TFP172 Page 4 of 4 P/N* 77 - XXX - X - XXX SPRINKLER TEMPERATURE FINISH RATINGS SIN 1 NATURAL BRASS 135 135°F(57°C) 370 5.6K UPRIGHT(1/2-NPT) TY313 4 SIGNAL WHITE(RAL 9003) 155 155°F(68°C) 371 5.6K PENDENT(1/2-NPT) TY323 3 PURE WHITE(RAL 9010p• 175 175°F(79°C) •Use suffix"I°for ISO 7-1 connection; 9 CHROME PLATED 200 200°F(93°C) for example,77-370-4-175-I ••Eastern Hemisphere sales only 286 286°F(141°C) TABLE A SERIES TY FRB UPRIGHT AND PENDENT SPRINKLERS —PART NUMBER SELECTION— Ordering Procedure Contact your local distributor for avail- ability.When placing an order,indicate the full product name and Part Num- ber(P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY FRB (SIN), K=5.6, (Upright or Pendent) Sprinkler Quick Response, (specify) temperature rat- ing,(specify)finish,P/N(fable A). Recessed Escutcheon Specify:Style 15 Recessed Escutcheon with(specify*)finish,P/N(specify') Specify:Style 20 Recessed Escutch- eon with(specify`)finish,P/N(specify*) Refer to Technical Data Sheet TFP770. Sprinkler Wrench Specify: W Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W Type 7 Sprinkler Wrench, P/N 56-850-4-001 •• o•• • . • • . •• • •. • . • • .•. • •. ... .• . . • .• • ••• •• ••• • • •• . . . . . . •• • . . •• • • •• • • • GLOBAL HEAQQIU RTEVSj igOPPfnr§)rooICParkway,Lansdale,PA 19446 Telephone+1-215-362-0700 -s�� Copyright©2013 Tyco FIre�Produe LP. All rt�ghts*res�rved. TEFLON is trademark of The Dyl'.Vt Cohdl forme S o o tqCUFire & Building liProducts Technical Services:Tel: (800)381-9312/Fax:(800)791-5500 Series TY-FRB — 5.6 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage ment provided by the Recessed Es- General cutcheon reduces the accuracy to which the fixed pipe nipples to the Description sprinklers must be cut. The Series TY-FRB, 5.6 K-Factor, Corrosion resistant coatings, where u` applicable, are utilized to extend the I•,s"' , Horizontal and Vertical Sidewall Sprin- life of copper alloy sprinklers beyond klers described in this data sheet are that which would otherwise be ob- quick response - standard coverage, tained when exposed to corrosive at- decorative 3 mm glass bulb type spray W- sprinklers designed for use in light and mnt coated. Although corrosion d the ordinary hazard,commercial occupan- taut coated sprinklers have passed the cies such as banks, hotels, shopping standard corrosion tests of the appli- malls, etc. They are designed for in- cable approval agencies,the testing is stallation along a wall or the side of a not representative of all possible coli! beam and just beneath a smooth ceil- rosive atmospheres. Consequently, it iis recommended that the end user be E', ng.Sidewall sprinklers are commonly consulted with respect to the suitability v" used instead of pendent or upright of these coatings for any given corrM sprinklers due to aesthetics or building sive environment.The effects of ambi- construction considerations, where ent temperature, concentration of piping across the ceiling is not desir- chemicals,and gas/chemical velocity, able. should be considered, as a minimum, The recessed version of the Series along with the corrosive nature of the TY-FRB Horizontal Sidewall Sprinkler chemical to which the sprinklers will be is intended for use in areas with a exposed. finished wall.It uses a two-piece Style 10 Recessed Escutcheon with 1/2 inch WARNINGS (12,7 mm) of recessed adjustment or The Series TY-FRB Sprinklers de- up to 3/4 inch(19,1 mm)of total adjust- scribed herein must be installed and ment from the flush sidewall position, maintained in compliance with this or a two-piece Style 20 Recessed Es- document,as well as with the applica- Technical cutcheon with 1/4 inch (6,4 mm) of ble standards of the National Fire Pro- recessed adjustment or up to 1/2 inch tection Association, in addition to,the Data (12,7 mm)of total adjustment from the standards of any other authorities av- flush sidewall position. The adjust- ing jurisdiction. Failure to do so may Approvals Impair the performance of these de- UL and C-UL Listed. vices. FM, LPCB,and NYC Approved. The owner is responsible for maintain- (Refer to Table A for complete ap- ing their fire protection system and de- proval information including corrosion vices in proper operating condition. resistant status.) IMPORTANT The jn4alligg contractor or sprinkler Maximum Working Pressure Always refer to Tech16Cal9E*h: .menotactarer should be contacted Refer to Table B. Sheet TFP700 for the "INSTALLiER ;w4h ivy gNstions. WARNING' that provide$cautons • • • • Discharge Coefficient with respect to handlinedrid f Nlal- ' ' K=5.6 GPM/psis/2(80,6 LPM/barl/2) lation of sprinkler systems and com- ■I del/Sprinkler Temperature Ratings ponents. Improper handling and in- Refer to Table A. stallation can permarlpfi&147nagq, ' �Idef9 if�cation a sprinkler system or its gomgor ' ' Finishes nents and cause the s rrnkl&oto fat ,�IOIff!$�rs Sprinkler: Refer to Table A. to operate in a fire situ�Von oPcause Recessed Escutcheon:White Coated, it to operate prematurely. TY3331 - Horizontal Chrome Plated,or Brass Plated. mug TY3431 - Vertical Pagel W6 :•ARIL, 2006 TFP176 Page 2 of 6 TFP176 SPRINKLER FINISH(See Note 11) K TYPE TEMP. BULB NATURAL I CHROME WHITE* LEAD LIQUID BRASS PLATED POLYESTER COATED 135°F/57°C Orange HORIZ. 155°F/68°C Red SIDEWALL 1,2,3,4,9,10 1,2,3,9 1,2,3,9 (TY3331) 1751171791C Yellow 2001F/93°C Green 5.6 286°F/141°C Blue 1/2° NPT RECESSED 135°F/57°C Orange HORIZ SIDEWALL 155°F/68°C Red 1,2,4,9,10 1,2,9 N/A (TY3331)' 175°F/79°C Yellow Figure 3 200°F/93°C Green RECESSED 135°F/571C Orange SIDEWALL 155°F/68°C Red 1,2,3,4,9 N/A (TY3331)`"` 175°F/79°C Yellow Figure 4 200°F/93°C Green VERTICAL 135°F/570C Orange SIDEWALL 3431) 155 F/68°C Red 5.6 � 5,6,7,8,9 5,6,7,9 1/2° Installed 175°F/79°C Yellow NPT Pendent 200°F/93°C Green or Upright 286'F/1 41'C Blue NOTES: 1.Listed by Underwriters Laboratories,Inc.(UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 2.Listed by Underwriters Laboratories Inc.for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 3.Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 4.Approved by the Loss Prevention Certification Board(LPCB Ref.No.007a/04)at a 4 to 6 inch(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 5.Listed by Underwriters Laboratories,Inc.as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 6.Listed by Underwriters Laboratories for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 7.Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies. 8.Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06&007a/04)as Quick Response Sprinklers. 9.Approved by the City of New York under MEA 354-01-E. 10.Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)at a 4 to 6 inch(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 11.Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers.Where Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as Corrosion Resistant Sprinklers. Installed with Style 10(1/2°NPT)3/4°Total Adjustment Recessed Escutcheon. "Installed with Style 20(1/2°NPT)1/2°Total Adjustment Recessed Escutcheon. Frame and deflector only.Listings and approvals apply to color(Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS 00Y Physical Characteristics ••� :� �'�t�011 E Frame . . . . . . . . . . . • . Bsinas : : • • m Button . . . . . . . . . BfgSs/PpDp6G• • •• Sealing Assembly . . . . . . . . . . fhe glass Bulb contains a fluid which Beryllium Nickel w/Teflont expands when exposed to heat.When Bulb . . . . . . . . . . ... ..••Glaser. .tag ratedtempprature is reached,the y Compression Screw .a. a. .1,Bronz,• fluid expand ssuriciently to shatter the m HSW Deflector . . . . .... .•Brona�e • glass.Bulb, allowing the sprinkler to VSW Deflector . . . ...'. .;Coppdr. *tivate•3*ftfbr to flow. a Patents = U.S.A.5,810,263 } ... . • . • •.. . . TFP176 Page 3 of 6 SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD BRASS PLATED POLYESTER COATED HORIZONTAL SIDEWALL 250 PSI(17,2 BAR) (TY3331) OR 175 PSI(12,1 BAR) 175 PSI(12,1 BAR) 5.6 RECESSED HORIZ. 1/2' SIDEWALL(TY3331) (SEE NOTE 1) WA NPT VERTICAL SIDEWALL (TY3431) 175 PSI(12,1 BAR) NOTES: 1.The maximum working pressure of 250 psi(17,2 bar)only applies to the Listing by Underwriters Laboratories,Inc.(UL);the Listing by Underwriters Laboratories,Inc.for use in Canada(C-UL);and,the Approval by the City of New York. TABLE B,MAXIMUM WORKING PRESSURE Design * Temperature rating is DEFLECTOR indicated on deflector or HAT 5 Criteria adjacent to orifice seat F on frame. The Series TY-FRB Horizontal and **Pipe thread Vertical Sidewall Sprinklers are in- connections per ISO 7/1 tended for fire protection systems de- can be provided on signed in accordance with the stand- special request. 6* 4 2 3 1 and installation rules recognized by the applicable Listing or Approval agency WRENCH 1/2'** (e.g., LIL Listing is based on the re- 9/16' quirements of NFPA 13, and FM Ap- proval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 10 or 20 Recessed Es- cutcheon,as applicable, is to be used IL11 ® for recessed horizontal installations. /16° 7/16° (46,0 mm) (11,1 mm) CENTERLINE NOMINAL OF SPRINKLER MAKE-IN WATERWAY 1-1/2° (38,1 mm) 2-3/16° (55,6 mm) 1-Frame STYLE ESCUTCHEON 2-Button 10 or 20 — PLATE SEATING 3-Sealing RECESSED SURFACE Assembly 4-Bulb ESCUTCHEON 5-compression Screw 6-Deflector 2-7/8°DIA. .. ••• • • • • •• (73,0 mm) • • • • • • • • •• ••• •• • • •• • ••• •• • • • • • •• •• • • • FIGURE 1 : 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB HORIZONTAL SIDEWALL(TY3331)SPRINKLERS ... • • • • •. .. • • . •• .. ... . . 0 000 0 . Page 4 of 6 TFP176 Installation ARROW MUST POINT AWAY The Series TY-FRB Sprinklers must 7/16° FROM AND BE be installed in accordance with the fol- ESCUTCHEON (11,1 mm) PERPENDICULAR lowing instructions: PLATE SEATING ° NOMINAL TO THE BACK SURFACE NPT MAKE-IN WALL SURFACE NOTES Do not install any bulb type sprinkler if *6 the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler 5 held horizontally, a small air bubble 2-3/16° 2-3/16° should be present.The diameter of the (55,6 mm) (55,6 mm) 4 air bubble is approximately 1116 inch (1,6 mm) for the 1350FI57°C to 3132 1.1/2° WRENCH 2 inch (2,4 mm) for the 286°F/141°C (38,1 mm) FLATS temperature ratings. 7 3 A leak tight 112 inch NPT sprinkler joint 1 should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- SHOWN SHOWN CROSS mum of 21 ft. lbs. (28,5 Nm)of torque PENDENT UPRIGHT SECTION may be used to install sprinklers with 112 NPT connections. Higher levels of torque may distort the sprinkler and 1-Frame 3-Sealir''h 4-Bulb 6-Deflector 2-Button Assembly 5-Compression 7-Ejection Spring cause leakage or impairment of the Screw sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon " Temperature rating is indicated on deflector or adjacent to orifice seat on frame. plate by under-or over-tightening the **Pipe thread connections per ISO 7/1 can be provided on special request. sprinkler. Readjust the position of the sprinkler fitting to suit. FIGURE 2 The Series TY-FRB Horizontal and 5.6 K-FACTOR QUICK RESPONSE Vertical Sidewall Sprinklers must be SERIES TY-FRB VERTICAL S/DEWALL(TY3431)SPRINKLERS installed in accordance with the follow- ing instructions. Step 1.Horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of water- Step B.After installing the Style 10 or Care and way perpendicular to the back wall and 20 Mounting Plate over the sprinkler parallel to the ceiling.The word`TOP" threads,hand tighten the sprinkler into Maintenance on the Deflector is to face towards the the sprinkler fitting. ceiling. Step C.Tighten the sprinkler into the The Series TY-BFR Sprinklers must Vertical sidewall sprinklers are to be sprinkler fitting using only the W-Type be maintained and serviced in accord- installed in the pendent or upright po- 7 Recessed Sprinkler Wrench (Ref. ance with the following instructions: sition with the arrow on the Deflector Figure 6). With reference to Figure 1, pointing away from the wall. the W-Type 7 Recessed Sprinkler NOTES Step 2. With pipe thread sealant ap- Wrench is to be applied to the sprinkler Before closing a fire protection system plied to the pipe threads,hand tighten wrench flats. main control valve for maintenance the sprinkler into the sprinkler fitting. Step D.After the ceiling has been in- work on the fire protection system that stalled or the finish coat has been ap- it controls, permission to shut down Step 3.Tighten the sprinkler into the plied, slide on the Style 10 or 20 Clo- the affected fire protection system sprinkler fitting using only the Figure 5Type sure over the Series TY-FRB Sprinkler must be obtained from the proper 6 Sprinkler Wrench (Ref. Figurand push the Closure over the Mount- authorities and all personnel who may With reference to Figure 1 or 2, thee ing Plate until its flange comes in con- be affected by this action must be no- W-Type 6 Sprinkler Wrench is to be tact with the ceiling tified applied to the wrench flats. • • . •• The owner must assure that the sprin- The Series TY-FRB Recessed klers are not used for hanging of any zontal Sidewall Sprinklers mot me• • • •.. • objects; otherwise, non-operation in installed in accordance wjt06ft fQlld4i�; '.' : .•' the eventofa fire or inadvertent opera- ing instructions. tion may result. Step A.Recessed horizontal sidewall Absence of an escutcheon, which is sprinklers are to be jitstaM(td in tai@• •;• .'• •'• used to cover a clearance hole, may horizontal position with their oenterliRis• • • • ; ; delay the time to sprinkler operation in of waterway perpendicLfl4r to2be ba4k• • ••0 • • a fire situation. wall and parallel to tht ceiling. ThA word"TOP"on the Deflector is to face Sprinklers that are found to be leaking towards the ceiling. or exhibiting visible signs of corrosion • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TFP176 Page 5 of 6 5/8±1/4" (15,9±6,4 mm) FACE OF WRENCH RECESS MOUNTING SPRINKLER 1/2"NPT MODELS) (END A'USED FOR SURFACE FITTING FIGURE 5 CLOSURE W-TYPE 6 SPRINKLER WRENCH 2-7/8"DIA. (73,0 mm) WRENCH SERIES RECESS TY-FRB 2-1/4"DIA. (57,2 mm) MOUNTING PLATE 1/8" PUSH WRENCH (3,2 mm) IN TO ENSURE ENGAGEMENT 1-1/4"(31,8 mm) 3/4"(19,1 mm) WITH SPRINKLER WRENCHING AREA 3/4"(19,1 mm) 1/4"(6,4 mm) FIGURE 3 FIGURE 6 SERIES Ty-FRB RECESSED HORIZONTAL S/DEWALL SPRINKLER W-TYPE 7 RECESSED WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT SPRINKLER WRENCH STYLE 10 RECESSED ESCUTCHEON 1/2±1/8" must be replaced. (12,7±3,2 mm) Automatic sprinklers must never be painted, plated, coated or otherwise MOUNTING FACE OF altered after leaving the factory.Modi- SURFACE SPRINKLER fied sprinklers must be replaced. FITTING Sprinklers that have been exposed to corrosive products of combustion, but have not operated,should be replaced CLOSUREre if they cannot be completely cleaned by wiping the sprinkler with a cloth or 2-7/8"DIA. by brushing it with a soft bristle brush. (73,0 mm) Care must be exercised to avoid dam- SERIES age to the sprinklers-before, during, TY-FRB 2-1/4"DIA. and after installation. Sprinklers dam- (57,2 mm) aged by dropping, striking, wrench re- placed. Al o, r the like, must be re- placed. Also, replace any sprinkler MOUNTING PLATE that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- +• +•• • • • • !• ommended to be initially performed for • corrosion resistant coated sprinklers, •• •; ; • ; ; a 0 0 after the installation has been com- a• +•• • + • •• plated,to verify the integrity of the cor- 1-1/4"(31,8 mm) 1 °(12,7 mm) rosion resistant coating. Thereafter, 1"(25,4 mm) •+ •• ••• 1/4"(6,4 mm) annual inspections per NFPA 25 • • • • • • • should suffice;however,instead of in- • • • FVURE•,4 • ••• � � specting from the floor level,a random SERIES TY-FRB •EE • D FR7�NZOJ1fTAL�S(�EOV/�LL SPRINKLER sampling of close-up visual inspec- tionsWITH T P/ECE 1/2 INCH TOTAL ADJUSTMENT should be made,so as to better STYLE 20 RECESSED ESCUTCHEON determine the exact sprinkler cone tion and the long term integrity of the • •• •• • • • •• •• Page 6 of 6 TFP176 P/N 57 - XXX - X - XXX SPRINKLER TEMPERATURE MODEUSIN RATING 378 HORIZONTAL SIDEWALL TY3331 1 NATURAL BRASS 135 135°F/57°C 375 VERTICAL SIDEWALL TY3431 4 WHITE POLYESTER 155 155°F/68°C 3 WHITE RAL9010)' 175 175°Fl19°C 9 CHROME PLATED 200 200°F/93°C 7 LEAD COATED 286 286°F/141°C TABLE C 'Eastern Hemisphere sales only. PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS corrosion resistant coating, as it may standards of any other Authorities be affected by the corrosive conditions Having Jurisdiction. Materials found Ordering present. by TFBP to be defective shall be either procedure repaired or replaced, at TFBP's sole The owner is responsible for the in- option. TFBP neither assumes, nor spection,testing,and maintenance of authorizes any person to assume for it, When placing an order, indicate the their fire protection system and de- any other obligation in connection with full product name. Refer to the Price vices in compliance with this docu- the sale of products or parts of prod- List for complete listing of Part Num- ment, as well as with the applicable ucts.TFBP shall not be responsible for bers. standards of the National Fire Protec- sprinkler system design errors or inac- Contact your local distributor for avail- tion Association (e.g., NFPA 25), in curate or incomplete information sup- ability. addition to the standards of any other plied by Buyer or Buyer's repre- authorities having jurisdiction.The in- sentatives. Sprinkler Assemblies with NPT stalling contractor or sprinkler manu- In no event shall TFBP be liable, in Thread Connections: facturer should be contacted relative contract, tort, strict liability or under Specify: (Specify Model/SIN), Quick to any questions. any other legal theory, for incidental, Response, (specify K-factor),(specify It is recommended that automatic indirect,special or consequential dam- temperature rating), Series TY-FRB sprinkler systems be inspected, ages,including but not limited to labor (specify Horizontal Sidewall or Vertical tested, and maintained by a qualified charges, regardless of whether TFBP Sidewall) Sprinkler with (specify type Inspection Service in accordance with was informed about the possibility of of finish or coating), P/N(specify from local requirements and/or national such damages, and in no event shall Table C). codes. TFBP's liability exceed an amount equal to the sales price. Recessed Escutcheon: Limited The foregoing warranty is made in lieu Specify: Style ( e fy) Recessed 9 �yy tY� Escutcheon with (specify")finish, P/N of any and all other warranties. ex- (specify*). Warranty implied. including warranties of merchantability and fitness for a par- *Refer to Technical Data Sheet TFP770. Products manufactured by Tyco Fire& ticular purpose. Building Products (TFBP) are war- This limited warranty sets forth the ex- Sprinkler Wrench: ranted solely to the original Buyer for clusive remedy for claims based on Specify: W-Type 6 Sprinkler Wrench, ten(10)years against defects in mate- failure of or defect in products,materi- P/N 56-000-6-387. rial and workmanship when paid for als or components,whether the claim Specify: W-Type 7 Sprinkler Wrench, and properly installed and maintained is made in contract, tort, strict liability P/N 56-850-4-001. under normal use and service. This or any other legal theory. warranty will expire ten 410b•Years• • 0 •r n• from date of shipment Py TFBP. lug. •Ti.� tY will apply to the full ex- warranty is given for products orcom-• •tent mined by law.The invalidity,in ponents manufactured byLtompin'es: •yd rjr.o, of any portion of this not affiliated by ownership with TFBP warranty will not affect the remainder. or for products and components which have been subject to micuse,improper• •e• ••• ••• installation, corrosion;of wtich hay® . • • • not been installed, ma*vint$, movil ;. • •; ; ; fied or repaired in accerdanco with apo + ••• • plicable Standards of the National Fire Protection Association, and/or the TYCO FVIE&*4*)IJG:PR()U.tom,4:1 North Cannon Avenue,Lansdale,Pennsylvania 19446 000 • 0 0 ••• • 0