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HomeMy WebLinkAboutBLD-23-005711 w TOWN OF YARMOUTH Building Department BUILDING '- (508) 398-2231 ext.1261 Sfr; In ,.._. erne i �- �1 PERMIT ro ...44 PERMIT NO BLD 23-005711 P I)3�2L� P �'� tI`, ' JOB WEATHER CARD •' r ISSUE DATE =04/19/2023 y�)¢- ,R..; a ... .. ..........► APPLICANT gPaul Swanfeldt PERMIT TO AT(LOCATION) 17 CORPORATION RD,YARMOUTH PORT, MA 02 k ZONING DISTRICT Bldg.Type: SUBDIVISION MAP BLOCK LOT 1093.28.6.1 BUILDING IS TO BE: CONST TYPE I USE GROUP REMARKS Fire Protection-Install new fire sprinkler system CONTRACTOR 781-858-5924 LICENSE r AREA(SQ FT) 2,239,027,56 EST COST($) [42600.00 PERMIT FEE($) 50.00 OWNER Shelby Holdings LLC BUILDING DEPT BY ADDRESS , 59 Old Stage Road ,/ _ y/ Centerville MA 02632 /� al ONE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR NY PART THEREOF, EITHER TEMPORARILY 0 PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST B APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY B OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM MINIMUM INSPECTIONS REQUIRED FOR ALL APPROVED PLANS MUST BE RETAINED ON WHERE APPLICABLE SEPARATE CONSTRUCTION WORK: 1)FOUNDATIONS OR JOB AND THIS CARD KEPT POSTED UNTIL PERMITS ARE REQUIRED FOR FOOTINGS.2)PRIOR TO COVERING STRUCTURAL FINAL INSPECTION HAS BEEN MADE.WHERE ELECTRICAL PLUMBING/GAS MEMBERS(READY FOR LATH OR FINISH COVERING) A CERTIFICATE OF OCCUPANCY IS AND MECHANICAL 3)FINAL INSPECTION BEFORE OCCUPANCY 4) REQUIRED,SUCH BUILDING SHALL NOT BE INSTALLATIONS. REFER TO DETAILED INSPECTION SCHEDULE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTIONS APPROVALS OTHER: I WORK SHALL NOT PROCEED PERMIT WILL BECOME NULL AND VOID IF INPSECTIONS INDICATED ON THIS CARD UNTIL THE INSPECTOR HAS CONSTRUCTION WORK IS NOT STARTED WITHIN SIX CAN BE ARRANGED FOR BY TELEPHONE APPROVED THE VARIOUS MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED OR WRITTEN NOTIFICATION. STAGES OF CONSTRUCTION ARCIVF APR 10 2023 BUILD'N.7 ,,1 A tTMENT it C v /-6,44.4,„,,,,,t,t4, OTicvtifiten,t ureetion G. - a (i e, : 1146 gLate 28, e.50,44 ZIa inge&02664 APPLICATION FOR FIRE PROTECTION PERMIT Date Lj 1 "" I Z v PERMIT NUMBER SC-b—Z3-Cbs'7 I I Projected Start Date: U / 1 9/L I) -J Date of issue In accordance with the provisions of 780 CMR and M.G.L. Chapter 148, as provided in Section This application is hereby made by L-yn C 0 c-\(--C l o-ftch o ,, Full name ofperson, Firm or Corporation) - Address l �('�.�'� AN A, B v 1' t r, fiJ�) M C U 1 ro 3 (Contact#) 5 'I—Ks-S 2 Y Email \� IC tV\ Q, I y c o P. CO^, Owner of property tl4 1 l� S L L( Job Location I) (OrpOr 1 iOn #QC( (Street&City or T n) For permission to (state clearly purpose for which permit is requested) IrN 54z- c, A P-Arc Vic Sysf--‘ Name of competent operator(if applicable) fit S%,4(^ G(I7L Cert. or License No. S5J}0.(J or Estimated Cost of Construction: / Z- D" By (Signature of Applicant) Building Official: �' �� Date: 11 fIci-)� 3 FEE: $50.00 d e.AVT- fko C IL `f � J9 -23 Spti � ctor Sc 004508 w .pyres 44 21 2024 PAUL TSWASFELDT 9 RICHARD ROAD t BURLINGTOIT AA 01803 h :tl Cornmissiorter �,�. �Fvnc�.cA Sprinkler Contractor EMPLOYED BY:LYNCO FIRE PROTTECTION For information about this license Call(617)727-3200 or visit www.mass.govidpl .y LYNGO FIRE PROTECTION INC. CONTRACTORS-ENGINEERS-INSTALLATION SALES-REPAIRS-INSPECTIONS 19 GRANT AVENUE,BURLINGTON,MA 01803 TEL.(781)221-0111 FAX.(781)229-8323 Hydraulic Calculations Vehicle Storage 17 Corporation Rd. Yarmouth, M * 1632 4t**I.4 -' )7111r - Q.*, so-PI"Ecsaedi . Jj Signer ID:QGYYNKMDM9... NFPA 13 Wet System Ordinary Hazard Group 11 Calculation 3/4/23 Job Number:17 s Report Description:Ordinary Group II(Open Area) yrt. Job Number •Designer17 Job Name: Lawrence Roy State CertificatiorrLicense Number Commercial 3913-FP Address I 17 Corporation Rd. AHJ Address 2 Yarmouth,MA.02675 Job51e5a"ding Address 3 Drawing Name 030323 17 Corporation Rd Yarmouth Most Demanding Sprinkler Data Occupancy 8 K-Factor 21.17 at 7.000 Job Sum Ordinary Group II Hose Allowance At Source 250.00 Density Area of Application Additional"oeesepwloe 0.20 gpm/ft2 1500 ft2(Actual 1566 ft2) Number Of Sprinklers Calculated Number Of Nondes Calculated Coverage Per Sprinkler Node Flow(aom) 16 0 130 ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Right:27.965 Total Hose Streams 250.00 System Flow Demand Total Water Required(Including Hose Allowance) 369.83 619.83 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 9.82 between nodes 3 and 112 Maximum Velocity Under Ground 3.83 between nodes 7 and 6 Volume capacity of Wet pipes Volume capacdy of Dry Pipes 891.22 gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) 7 Water Supply 250.00 50.000 45.000 j 960.00 47.774 29.269 8.5(ps0 619.83 18.505 _ s Contractor Number LYNCO y Desi Contact Name L nco Office coDesi° Name of Contractor gner Lynco Fire Protection P"°"° 781-221-0111 Extension Address I 17 19 Grant Ave FAX Address 2 781-229-8323 Burlington,MA.01803 e-mail Address 3 Brian@lyncofp.com Web-Site Lyncofireprotection.corn A,©M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.19.0 3/4/2023 10:54:33AM Page 2 Ili j I' k3 Job Number:17 Report Description:Ordinary Group II(Open Area) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) cy*' Sprinkler 101 21.17 21.17 8 7.000 Sprinkler 102 22.47 21.17 8 7.890 Sprinkler 103 24.25 21.17 8 9.185 Sprinkler 104 21.17 21.17 8 7.001 Sprinkler 105 22.47 21.17 8 7.891 Sprinkler 106 24.25 21.17 8 9.187 Sprinkler 107 21.17 21.17 8 7.005 Sprinkler 108 22.48 21.17 8 7.895 Sprinkler 109 24.25 21.17 8 9.191 Sprinkler 110 21.21 21.17 8 7.032 Sprinkler 111 22.52 21.17 8 7.922 Sprinkler 112 24.29 21.17 8 9.220 Sprinkler 113 24.44 21.17 8 9.336 Sprinkler 114 24.49 21.17 8 9.368 Sprinkler 115 24.56 21.17 8 9.424 Sprinkler 116 24.64 21.17 8 9.487 4> Most Demanding Sprinkler Data k,©M.E.P.CAD,Inc. NIAutoSPRINK 2022 v17.1.19.0 3/4/2023 10:54:36AM Page 4 ' lin '''' " ."'!'4'' "":''''1'': ' ' -- - ' Job Number:17 Report Description:Ordinary Group II(Open Area) Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Le Summ re g Upstream Eq.Length Summary BL Total Length 1.6820 43.65 6.30 120 0.055320 9'-11 Pf 0.551 108 21'-0 22.48 8 7.895 109 19'-3 Sprinkler Pe 0.745 9.191 9'-11 Pv BL 1.6820 67.90 9.80 120 0.125283 3'-6 Pf 0.542 109 19'-3 24.25 8 9.191 Sprinkler, 12'-6 Pe 0.542 2 18'0 11.735 E(2'-7),P0(9.-11) 16'-0 Pv Route 4 BL 1.6820 21.21 3.06 120 0.014559 110 22'-9 21.21 8 9'-11 Pf 0.745 111 7. Sprinkler Pe 0.745 21'-0 7.92222 9'-11 Pv BL 1.6820 43.73 6.31 120 0.055508 111 21'-0 22.52 89'-11 Pf 0.745 112 7.922 Sprinkler Pe 0.745 19'-3 9.220 9'-11 Pv BL 1.6820 68.02 9.82 120 0.125690 112 19'-3 24.29 8 3'-6 Pf 0.542 3 9.220 Sprinkler, 12'-6 Pe 0.542 18'-0 11.771 E(2'-7),P0(9.-11) 16'-0 Pv v Route 5 BL 1.6820 24.44 3.53 120 0.018924 32'- Pf .42 113 22'-0 24.44 8 9.336 Sprinkler, 2'-77 Pe1.429 15 18'-9 11.426 E(2'-7) 34'-11 Pv RN 1.6100 24.44 3.85 120 0.023417 15 18'-9 11.426 0'-5 Pf 0.198 9 18'-0 8'-0 Pe 0.295 0 11.918 P0(8.-0) 8'-5 Pv Route 6 BL 1.6820 24.49 3.54 120 0.018984 32'-4 Pf .535 114 22'-0 24.49 8 9.368 Sprinkler, 2'-7 Pe 1.535 16 18'-6 11.566 E(2'-7) 34'-11 Pv RN 1.6100 24.49 3.86 120 0.023492 16 18'-6 297.90 0'-0 Pf 0.198 11.566 Flow from Route 1 10 18'-0 (q) 8'-0 Pe 0.189 11.953 P0(8.-0) 8'-5 Pv oi Route 7 BL 1.6820 24.56 3.55 120 0.019088 115 22'-0 24.56 8 32'- Pf .724 9.424 Sprinkler, 12'-66 1 Pe .724 11 18'-0 12.003 E(2'-7),P0(9'-11) 44'-10 Pv v Route 8 BL 1.6820 24.64 3.56 120 0.019206 116 22'-0 24.64 8 9.487 Sprinkler, 32'-46 Pf 0.724 12'-6 12 18'-0 12.071 E(2'-7),P0(9.-11) 44'-10 Pv Pe 1.724 ehRoute 9 CM 4.2600 20.85 0.47 120 0.000153 1 18'-0 47.04 11 10'-0 Pe 0.002 .7 Flow(q)from Route 1 p 8 18'-0 11.73030 10'-0 Pv Actual Inside Diameter `4 87 Value Of C t /i =Factor 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 1,©M.E.P.CAD,Inc. 4nAutoSPRINK 2022 v17.1.19.0 3/4/2023 10:54:38AM Page 6 LYNCO FIRE PROTECTION INC. CONTRACTORS-ENGINEERS-INSTALLATION SALES-REPAIRS-INSPECTIONS 19 GRANT AVENUE,BURLINGTON,MA 01803 TEL.(781)221-0111 FAX.(781)229-8323 Hydraulic Calculations Vehicle Storage 17 Corporation Rd. Yarmouth, M d 1 1.0 d 632 0�Ea,t, 11 iiirt le Signer ID:QGYYNKMDM9... NFPA 13 Wet System Ordinary Hazard Group 11 Calculation 3/4/23 Job umber•17 Report Description:Ordinary Group II(Open Area) Job Number 17 Designer Job Name: Lawrence Roy State Certification/License Number Commercial 3913-FP Address 1 17 Corporation Rd. A"J Address 2 Yarmouth,MA.02675 Job Site/Building Address 3 Drawing Name 030323 17 Corporation Rd Yarmouth Plan.cad Most Demanding Sprinkler Data nc OccupanryJob Suffix 8 K-Factor 21.17 at 7.000 Ordinary Group II Hose Allowance At Source 250.00 Density Area of Application Additional Hose Supplies 0.20 gpm/ft2 1500 ft2(Actual 1566 ft2) Number Of Sprinklers Calculated Number Of Nozzles Calculated Coverage Per Sprinkler Node Flow(aom) 16 0 130 ft2 AutoPeak Results:Pressure For Remote Area(s)Adjacent To Most Remote Area Right:27.965 Total Hose Streams 250.00 System Flow Demand Total Water Required(Including Hose Allowance) 369.83 619.83 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 9.82 between nodes 3 and 112 Maximum Velocity Under Ground 3.83 between nodes 7 and 6 Volume capacity of Wet Pipes Volume apecdy of Dry Pipes 891.22 gal Hose Flow Static Residualrt @ Flow Available Total Demand Required Safety Margin Node Name (gpm) (Psi) (Psi) (gPm) (psi) @ 7 Water Supply 250.00 50.000 45.000 (19.8 29.269m) 8.5(Ps0 960.00 47.774 619.83 18.505 Contractor Number '• -_- -...•_ _s„e-_ - _.. .: _> .>a" ,�_s _ _ LYNCO Contact Name Contact Title Lynco Office Name of Contractor Designer Phone Lynco Fire Protection17 781-221-0111 Extension Address t 17 19 Grant Ave FAX Atltlreas 2 781-229-8323 Burlington,MA.01803 E-mail ddfess, brian@lyncofp.com Web-Site Lyncofireprotection.com 0A,©M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.19.0 3/4/2023 10:54:33AM Page 2 Job Number:17 Report Description:Ordinary Group II(Open Area) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (9pm) (K) (Psi) I* Sprinkler 101 21.17 21.17 8 7.000 Sprinkler 102 22.47 21.17 8 7.890 Sprinkler 103 24.25 21.17 8 9.185 Sprinkler 104 21.17 21.17 8 7.001 Sprinkler 105 22.47 21.17 8 7.891 Sprinkler 106 24.25 21.17 8 9.187 Sprinkler 107 21.17 21.17 8 7.005 Sprinkler 108 22.48 21.17 8 7.895 Sprinkler 109 24.25 21.17 8 9.191 Sprinkler 110 21.21 21.17 8 7.032 Sprinkler 111 22.52 21.17 8 7.922 Sprinkler 112 24.29 21.17 8 9.220 Sprinkler 113 24.44 21.17 8 9.336 Sprinkler 114 24.49 21.17 8 9.368 Sprinkler 115 24.56 21.17 8 9.424 Sprinkler 116 24.64 21.17 8 9.487 w Most Demanding Sprinkler Data f ,©M.E.P.CAD,Inc. EAutoSPRINK 2022 v17.1.19.0 3/4/2023 10:54:36AM Page 4 , ilif;:!:,!=if:.,.!.;Iilz-' -`i-,-).,:;,::. - - -:-',--:::7,., Job Number:17 Report Description:Ordinary Group II(Open Area) Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Le Summ re g Upstream Eq.Length Summary BL Total Length 1.6820 43.65 6.30 120 0.055320 9'-11 Pf 0.551 108 21-0 22.48 8 7.895 Sprinkler 109 19'-3 9.191 Pe 0.745 9'-11 Pv BL 1.6820 67.90 9.80 120 0.125283 3'-6 Pf 0.542 109 19'-3 24.25 8 9.191 Sprinkler, 12'-6 Pe 0.542 2 18-0 11.735 v Route 4 BL 1.6820 21.21 3.06 120 0.014559 110 22'-9 21.21 8 7.0329'-11 Pe 0.745 111 21 0 Sprinkler Pe 0.745 7.922 9'-11 Pv BL 1.6820 43.73 6.31 120 0.055508 111 21'-0 22.52 8 7.922 Sprinkler 9'-11 Pf 0.745 112 19'-3 9.220 Pe 0.745 9'-11 Pv BL 1.6820 68.02 9.82 120 0.125690 3'-6 Pf 0.542 112 19'-3 24.29 8 9.220 Sprinkler, 12'-6 Pe 0.542 3 18'0 11.771 E(2'-7),P0(9'-11) 16'-0 Pv v Route 5 BL 1.6820 24.44 3.53 120 0.018924 113 22'-0 24.44 8 9.336 Sprinkler, 2'-7 32'-7 Pf 1.4290.421 15 18'-9 Pe 11.426 E(2'-7) 34'-11 Pv RN 1.6100 24.44 3.85 120 0.023417 15 18'-9 11.426 0'-5 Pf 0.198 9 18'-0 8'-0 Pe 0.295 11.918 P0(8'-0) 8'-5 Pv w Route 6 BL 1.6820 24.49 3.54 120 0.018984 114 22'-0 24.49 8 9.36832'-7 Pf .535 16 18'-6 Sprinkler, 2'-7 Pe 1.535 11.566 E(2'-7) 34'-11 Pv RN 1.6100 24.49 3.86 120 0.023492 0'-5 Pf 0.198 16 18'-6 297.90 11.566 Flow(q)from Route 1 8'-0 Pe 0.189 10 18'-0 11.953 v Route 7 P0(8'-0) 8'-5 Pv BL 1.6820 24.56 3.55 120 0.019088 12'-6 Pf .724 115 22'-0 24.56 8 9.424 Sprinkler, 12'-6 Pe 1.724 11 18'-0 12.003 al Route 8 E(2'-7),P0(9'-11) 44'-10 Pv BL 1.6820 24.64 3.56 120 0.019206 116 22'-0 24.64 8 9.48732'-6 Pf .724 12 18'0 Sprinkler, 12'-6 Pe 1.724 12.071 E(2'-7),P0(9'-11) 44'-10 Pv v Route 9 CM 4.2600 20.85 0.47 120 0.000153 1 18'-0 47.04 11 10'-0 Pe 0.002 .7 Flow(q)from Route 1 p 8 18-0 11.73030 10'-0 Pv rac' mas. ri Actual Inside Diameter 4.87 Value Of C t =Factor 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD,Inc. diAutoSPRINK 2022 v17.1.19.0 3/4/2023 10:54:38AM Page 6 ACORO' LYNCO-1 OP ID:KM 40a.....--- CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 12/12/2022 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(ies) must have ADDITIONAL INSURED provisions or 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 781-937-0050 ACT PeterJ.Lennon,CPCU Lennon Insurance Agency,Inc. 629 Main Street PHONE 781-937-0050 I FAX (ac."°'Ext): (A/C,No). Post Office Box 232 781-933-8198 ADMii RISS;pJlennon@lennoninsurance.com Woburn, MA 01801-0332 Peter J.Lennon,CPCU INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Ascot Specialty Insurance INSURED INSURER B Arbella Protection Insurance 41360 Lynco Fire Protection Inc. Paul Swanfeldt INSURER C: 19 Grant Avenue Burlington,MA 01803 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. INSR ADDL SUBR tTR TYPE OF INSURANCE INSD wvn POLICY NUMBER IMM/DD/YYj't IMM/DD/YYm LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR X ESGL2110000639-02 12/12/2022 12/12/2023 DAMAGE TO RENTED CG 2010 04/13 PREMISES(Ea occurrence) $ 50,000 CG 2037 04/13 MED EXP(Any one person) $ PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRO- GENERAL AGGREGATE $ 2,000,000 POLICY X JECT LOC 2,000,000 PRODUCTS-COMP/OP AGG $ OTHER: B AUTOMOBILE LIABILITY $ COMBINED SINGLE LIMIT 1,000 ANY AUTO X 1020010093 (Ea accident) $ ,000 OWNED SCHEDULED 12/12/2022 12/12/2023 BODILY INJURY(Per person) $ — AUTOS ONLY X AUTOS X HIRED X NON OWNED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE (Per accident) $ A X UMBRELLA LIAB X OCCUR $ EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE X ESXS2110000640-02 12/12/2022 12/12/2023 AGGREGATE 5,000,000 DED I X I RETENTION$ 10000 $ B WORKERS COMPENSATION I $ A EMPLOYERS'LIABILITY Y/" X I STATUTE J X I RTM ND 4220059277 12/12/2022 12/12/2023 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE I I OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $(Mandatory in NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE $ 1,000,000 DESCRIPTION OF OPERATIONS below A Professional Liab INCLUDED E.L.DISEASE-POLICY LIMIT $ 1,000,0 12/12/2022 12/12/2023 Per GL Policy DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION :ICI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE g �`; c.44-+.-1 c Pcv ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Initial Construction Control Do cument I l eri To be submitted with the building permit application by a I + Registered Design Professional G i y for work per the ninth edition of the Ar�4� ,'4` Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Commercial Vehical Building Date: 3/4/23 Property Address: 17 Corporation Rd Yarmouth,MA.02632 Project: Check one or both as applicable: X New construction ❑ Existing Construction Project description: The scope of work consist of a new 1 story building for Vehicle equipment with a wet sprinkler system as shown on LFP001. All work to conform to NFPA 13,2013 Edition and the 9th Edition of the State Building Code 780 CMR.Section 107. I Lawrence V. Roy MA Registration Number: 38913-FP g Expiration date: 06/30/23 registered design professional, and I have prepared or directly supervised the preparation of all design plans, am a computations and specifications concerning: [ ] Architectural [ ] Structural [ ] Mechanical [X] Fire Protection [ ] Electrical [ ] Other for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. 40 Enter in the space to the right a"wet"or �� electronic signature and seal: lorie t'to.3dB ilt# Phone number: 781-245-9888 Email: Larry@Ivrcorp.com Prillif Building Official Use Only Building Official Name: Signer ID:QGYYR9<MC Permit No.: Date: Version 06 11 2013 f `5 The Commonwealth of Massachusetts Ik ep t o nt of Indus trial�Accidents fi Office of Investigations ' 600 Washington Street 1.tt. Boston,MA 02111 www.rrs,gov/dia Workers' Compensation InsuranceAffidavit: Builders/Contracfo siElectrid ns/Phun A licant Information eLrs Please Print Le iblv Name (Business/Organization/Individual): L fn.C p i yr'c Prof .c o Address: t`c.�, 1-- Av- . — — City/State/Zip; Do r!i".5 /i 6 & O l 8. Phone#: 5 k I -- .-Z.U— U/l1 Ae.you an employer?Check the appropriate box: 1.rffam a employer with ?- If 4. E I am a general contractor and I Type of project(required): employees(full and/or part-time).* have hired the sub-contractors 6 ❑New Construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have working for the in any capacity. employees and have workers' 8. ❑ Demolition [No workers' comp. insurance comp. insurance.t 9 0 Building addition 3.❑ required.] 5. 0 We area corporation and its 10.❑ Electrical repairs or additions I am a homeowner doing all workofficers have exercised their myself,{No workers' comp. right of exemption per MGL I I'Q Plum Roof r ng repairs or additions insurance required.] t c. 152,§I(4);and we have no I2.0 Roof repairs - employees. [No workers' I3.EVOther , rcnk/t.- comp. insurance required.] - - - *Any applicant that checks box#i mt st also fill out the section below showing their workers'compensation policy information, f:Hameowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must aftachedan additional sheet showing the name of the sub-contractors and state whether or not those entities have employees._ Hthe sub-contractors have employees,they must provide their workers'comp,policy number. I ant an employer that is providing workers'compensation insurance for my employees. Below is the and rob information. J site Insurance Company Name: /f -!fit Policy#or Self-ins.Lic.#: Z.I.O 0 S L Expiration Date: I i.: Job Site Address: f!O(' 0(c (fin Q . Q . .-- t( City/State/Zip: ��'4-C/</�' 4.-‘i Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration da ). Failure to secure coverage as required under Section 25A of MGL c.v l 52 can lead to the imposition of crinal tfa fine up to$I,500i00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORKpenalties fineof a of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to ORDER and a fine Investigations of the DIA for insurance coverage verification. f1Ce of I do hereby certify under the pains and penalties of perjury that the information provided ab ve is true and correct. Siznature: —r Date: /6 Zj Phone#: (_ 2. Z/- tt l7 Official use only. Do not write in this area,to be completed by city or town official. icial. City or Town: Permit/License Issuing Authority(circle one): 1,Board of Health 2. Building Department 3, City/' ow-ti Clerk 4. Electrical Inspector 5. Plumbing 6,.Other um B Inspector p..etor � Job Number:17 - Report Description:Ordinary Group II(Open Area) t Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total l Length ._ t AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve Pt SN Swing Nipple Total pressure at a point in a pipe DPV Dry Pipe Valve SP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 111A°Elbow points Ee2 22'1A°Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD,Inc. ,4„1AutoSPRINK 2022 v17.1.19.0 3/4/2023 10:54:38AM Page 7 iiinJob Number:17 Report Description:Ordinary Group II(Open Area) t Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length w Route 1 BL 1.6820 21.17 3.06 120 0.014498 9'-11 Pf 0.144 101 22'-9 21.17 8 7.000 Sprinkler Pe 0.745 102 21'-0 7.890 9'-11 Pv BL 1.6820 43.64 6.30 120 0.055285 9'-11 Pf 0.550 102 21'-0 22.47 8 7.890 Sprinkler Pe 0.745 103 19'-3 9.185 9'-11 Pv BL 1.6820 67.88 9.80 120 0.125209 3'-6 Pf 2.000 103 19'-3 24.25 8 9.185 Sprinkler, 12'-6 Pe 0.542 1 18'-0 11.728 E(2'-7),P0(9'-11) 16'-0 Pv CM 4.2600 47.04 1.06 120 0.000688 9'-6 Pf 0.007 1 18'-0 11.728 Pe 2 18'-0 11.735 9'-6 Pv CM 4.2600 114.94 2.59 120 0.003592 10'-0 Pf 0.036 2 18'-0 67.90 11.735 Flow(q)from Route 3 Pe 3 18'-0 11.771 10'-0 Pv CM 4.2600 182.96 4.12 120 0.008488 115'-5 Pf 1.315 3 18'-0 68.02 11.771 Flow(q)from Route 4 39'-6 Pe 4 18'-0 13.086 E(13'-2),P0(26'-4) 154'-11 Pv FR 6.3570 369.83 3.74 120 0.004442 13'-9 Pf 0.386 4 18'-0 186.87 13.086 Flow(q)from Route 2 73'-1 Pe 6.299 5 3'-6 19.771 BV(14'-0),sCV(41'-6),E(17'-7), 86'-10 Pv BOR FM 6.3570 369.83 3.74 120 0.004442 2'-9 Pf 5.012 5 3'-6 19.771 Pe 6 3'-6 24.783 BFP(-5.000) 2'-9 Pv UG 6.2800 369.83 3.83 140 0.003544 130'-8 Pf 0.793 6 3'-6 24.783 93'-0 Pe 3.693 7 -5'-0 29.269 4E(22'-1),GV(4'-9),S 223'-8 Pv 250.00 Hose Allowance At Source 7 619.83 ai Route 2 BL 1.6820 21.17 3.06 120 0.014500 9'-11 Pf 0.144 104 22'-9 21.17 8 7.001 Sprinkler Pe 0.745 105 21'-0 7.891 9'-11 Pv BL 1.6820 43.64 6.30 120 0.055293 9'-11 Pf 0.550 105 21'-0 22.47 8 7.891 Sprinkler Pe 0.745 106 19'-3 9.187 9'-11 Pv BL 1.6820 67.89 9.80 120 0.125227 3'-6 Pf 2.001 106 19'-3 24.25 8 9.187 Sprinkler, 12'-6 Pe 0.542 8 18'-0 11.730 E(2'-7),P0(9'-11) 16'-0 Pv CM 4.2600 88.74 2.00 120 0.002225 71'-1 Pf 0.188 8 18'-0 20.85 11.730 Flow(q)from Route 9 13'-7 Pe 9 18'-0 11.918 2fE(6'-10) 84'-8 Pv CM 4.2600 113.18 2.55 120 0.003491 10'-0 Pf 0.035 9 18'-0 24.44 11.918 Flow(q)from Route 5 Pe 10 18'-0 11.953 10'-0 Pv CM 4.2600 137.67 3.10 120 0.005015 10'-0 Pf 0.050 10 18'-0 24.49 11.953 Flow(q)from Route 6 Pe 11 18'-0 12.003 10'-0 Pv CM 4.2600 162.22 3.65 120 0.006794 10'-0 Pf 0.068 11 18'-0 24.56 12.003 Flow(q)from Route 7 Pe 12 18'-0 12.071 10'-0 Pv CM 4.2600 186.87 4.21 120 0.008826 49'-10 Pf 0.440 12 18'-0 24.64 12.071 Flow(q)from Route 8 Pe 13 18'-0 12.511 49'-10 Pv CM 4.2600 186.87 4.21 120 0.008826 9'-8 Pf 0.085 13 18'-0 12.511 Pe 14 18'-0 12.596 9'-8 Pv CM 4.2600 186.87 4.21 120 0.008826 15'-11 Pf 0.489 14 18'-0 12.596 39'-6 Pe 4 18'-0 13.086 E(13'-2),P0(26'-4) 55'-5 Pv ei Route 3 BL 1.6820 21.17 3.06 120 0.014508 107 22'-9 21.17 8 7.005 9'-11 Pf 0.745 S 108 21'-0 prinkler Pe 0.745 7.895 9'-11 Pv ,,©M.E.P.CAD,Inc. diAutoSPRINK 2022 v17.1.19.0 3/4/2023 10:54:38AM Page 5 Bill -.. .• =r Job Number:17 ' Report Description:Ordinary Group II(Open Area Water Supply at Node 7 100 90 80 70 60 I 1 50 Static Pressure 50.000 i a .00 @ 45.000 40 30 369.83 29.269 /1 619.83 with hose streams System demand curve 20 10 0 7e1 11111I I11 I J I I I I I I I I I I 1 I I I 1 I I I I I I ( ( I I I I I I I I 1 1 ( ( ( ( ( ( ( ( ( ( ( ( ( ( ( l 0200 400 600 800 1000 1200 1400 1600 2000 1800 Water flow,gpm Hydraulic Graph Water Supply at Node 7 Static Pressure 50.000 Residual:Pressure 45.000 @ 960.00 Available Pressure at System Demand 47.774 @ 619.83 Required Pressure al System Demand 29.269 @ 369.83 Required Pressure at System Demand(Including Hose allowance et Source) 29.269 @ 619.83 g6.,©M.E.P.CAD,Inc. al AutoSPRINK 2022 v17.1.19.0 3/4/2023 10:54:35AM Page 3 Job Number:17 Report Description:�Ordinary Group II(Open Area) t Job Number Designer 17 Lawrence Roy Job Name: Phone Commercial FAX Address 1 State Certification/License Number 17 Corporation Rd. 3913-FP Address 2 ANJ Yarmouth,MA.02675 Address 3 Job Site/Building Density Area ofApplication 0.20 gpm/ft2 1500 ft2(Actual 1566 ft2) Most Demanding Sprinkler Data Hose Streams 8 K-Factor 21.17 at 7.000 250.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 130 ft2 16 0 System Pressure Demand System Flow Demand 29.269 369.83 Total Demand Pressure Result 619.83 @ 29.269 +18.505(38.7%) Node Name Flow(goml Hose Flow(aoml Static(osil f esidual(osil Jdentifier pressure(osil K-Factor(Kl Flowlaoml 7 Water Supply 960.00 250.00 50.000 45.000 BOR(5) 19.771 83.17 369.8 re11 0410 - Signer ID:QGYYNKM)M9 100 90 80 70 ate . 61, d 50 Static Pressure 50.000 y 60.00 @ 45.000 I i 30 fir31 169 1 _ 20 dS/stem demand curve 10 _ 0 1111111111111111111111111111111111111111 111111111 111111111 111111111 111111111 00 800 1000 1200 1400 1600 1800 2000 Water flow,gpm gA,©M.E.P.CAD,Inc. a AutoSPRINK 2022 v17.1.19.0 3/4/2023 10:54:31AM Page 1 Job Number:17 Report Description:Ordinary Group II(Open Area) ' Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length . ..' ,, ^r' ' !-.1 �< AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain DR Drop Discharge gpm BalV Ball Valve VelocityBFP Backflow Preventer DY Dynamicfps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DelV Deluge Valve SN Swing Nipple Pt Total pressure at a point in a pipe SP Sri Pn Normal pressure at a point in a pipe DPV Dry Pipe Valve p g E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11'Y.°Elbow points Ee2 22'/°Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.19.0 3/4/2023 10:54:38AM Page 7 ill':- i , "' Job Number:17 Report Description:Ordinary Group II(Open Area) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure 1 Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length as Route 1 BL 1.6820 21.17 3.06 120 0.014498 9'-11 Pf 0.144 101 22'-9 21.17 8 7.000 Sprinkler Pe 0.745 102 21'-0 7.890 9'-11 Pv BL 1.6820 43.64 6.30 120 0.055285 9'-11 Pf 0.550 102 21'-0 22.47 8 7.890 Sprinkler Pe 0.745 103 19'-3 9.185 9'-11 Pv BL 1.6820 67.88 9.80 120 0.125209 3'-6 Pf 2.000 103 19'-3 24.25 8 9.185 Sprinkler, 12'-6 Pe 0.542 1 18'-0 11.728 E(2'-7),P0(9.-11) 16'-0 Pv CM 4.2600 47.04 1.06 120 0.000688 9'-6 Pf 0.007 1 18'-0 11.728 Pe 2 18'-0 11.735 9'-6 Pv CM 4.2600 114.94 2.59 120 0.003592 10'-0 Pf 0.036 2 18'-0 67.90 11.735 Flow(q)from Route 3 Pe 3 18'-0 11.771 10'-0 Pv CM 4.2600 182.96 4.12 120 0.008488 115'-5 Pf 1.315 3 18'-0 68.02 11.771 Flow(q)from Route 4 39'-6 Pe 4 18'-0 13.086 E(13'-2),P0(26'-4) 154'-11 Pv FR 6.3570 369.83 3.74 120 0.004442 13'-9 Pf 0.386 4 18'-0 186.87 13.086 Flow(q)from Route 2 73'-1 Pe 6.299 5 3'-6 19.771 BV(14'-0),sCV(41'-6),E(17'-7), 86'-10 Pv BOR FM 6.3570 369.83 3.74 120 0.004442 2'-9 Pf 5.012 5 3'-6 19.771 Pe 6 3'-6 24.783 BFP(-5.000) 2'-9 Pv UG 6.2800 369.83 3.83 140 0.003544 130'-8 Pf 0.793 6 3'-6 24.783 93'-0 Pe 3.693 7 -5'-0 29.269 4E(22'-1),GV(4'-9),S 223'-8 Pv 250.00 Hose Allowance At Source 7 619.83 as Route 2 BL 1.6820 21.17 3.06 120 0.014500 9'-11 Pf 0.144 104 22'-9 21.17 8 7.001 Sprinkler Pe 0.745 105 21'-0 7.891 9'-11 Pv BL 1.6820 43.64 6.30 120 0.055293 9'-11 Pf 0.550 105 21'-0 22.47 8 7.891 Sprinkler Pe 0.745 106 19'-3 9.187 9'-11 Pv BL 1.6820 67.89 9.80 120 0.125227 3'-6 Pf 2.001 106 19'-3 24.25 8 9.187 Sprinkler, 12'-6 Pe 0.542 8 18'-0 11.730 E(2'-7),P0(9'-11) 16'-0 Pv CM 4.2600 88.74 2.00 120 0.002225 71'-1 Pf 0.188 8 18'-0 20.85 11.730 Flow(q)from Route 9 13'-7 Pe 9 18'-0 11.918 2fE(6'-10) 84'-8 Pv CM 4.2600 113.18 2.55 120 0.003491 10'-0 Pf 0.035 9 18'-0 24.44 11.918 Flow(q)from Route 5 Pe 10 18'-0 11.953 10'-0 Pv CM 4.2600 137.67 3.10 120 0.005015 10'-0 Pf 0.050 10 18'-0 24.49 11.953 Flow(q)from Route 6 Pe 11 18'-0 12.003 10.-0 Pv CM 4.2600 162.22 3.65 120 0.006794 10'-0 Pf 0.068 11 18'-0 24.56 12.003 Flow(q)from Route 7 Pe 12 18'-0 12.071 10.-0 Pv CM 4.2600 186.87 4.21 120 0.008826 49'-10 Pf 0.440 12 18'-0 24.64 12.071 Flow(q)from Route 8 Pe 13 18'-0 12.511 49'-10 Pv CM 4.2600 186.87 4.21 120 0.008826 9'-8 Pf 0.085 13 18'-0 12.511 Pe 14 18'-0 12.596 9'-8 Pv CM 4.2600 186.87 4.21 120 0.008826 15'-11 Pf 0.489 14 18'-0 12.596 39'-6 Pe 4 18'-0 13.086 E(13'-2),P0(26'-4) 55'-5 Pv Route 3 BL 1.6820 21.17 3.06 120 0.014508 107 22'-9 21.17 8 7.0059'-11 Pf 0.745 Sprinkler 108 21'-0 7.895 Pe 0.745 9'-11 Pv [DI,©M.E.P.CAD,Inc. dg AutoSPRINK 2022 v17.1.19.0 3/4/2023 10:54:38AM Page 5 Iiiii!- -: " ' ''i ,' i , Job Number:17 Report Description:Ordinary Group II(Open Area' Water Supply at Node 7 100 90 80 70 60 .ten t Static Pressure 50.000 0) m a 10045.000 40 30 369.83T.2TTI — 619.83 with hose streams /1 System demand curve 20 10 0 rInuullll IIIIII1II I I I I I1111 111 1 1 1 1 I I I l l l l l l l l I I I 1 1 I 1 I I I I I I I I I I I 1 I I I I I I I I 0100 400 600 800 1000 1200 1400 1600 1800 2000 Water flow,gpm Hydraulic Graph Water Supply at Node 7 Static:Pressure 50.000 Residual Pressure 45.000 @ 960.00 Available Pressure at System Demand 47.774 @ 619.83 Required Pressure at System Demand 29.269 @ 369.83 Required Pressure et System Demand(including Hose Admence et source) 29.269 @ 619.83 ,,©M.E.P.CAD,Inc. ill AutoSPRINK 2022 v17.1.19.0 3/4/2023 10:54:35AM Page 3 Job Number:17 ' 4 - , Report Description:Ordinary Group II(Open Area) Job Number _ "._.....Designer 17 Lawrence Roy Job Name. Phone FAX Commercial Address 1 State Cereficationfticense Number 17 Corporation Rd. 3913-FP Address 2 Yarmouth,MA.02675 AH Address 3 Job SiteBuikliig Density Area of Application 0.20 gpm/ft2 1500 ft2(Actual 1566 ft2) Most Demanding Sprinkler Data Hose Streams 8 K-Factor 21.17 at 7.000 250.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 130 ft2 16 0 System Pressure Demand Fl 29.269 System ow Demand 369.83 Total Demand Pressure Result 619.83 @ 29.269 +18.505(38.7%) Node Name Flow(aoml Hose Flow(aoml Statidosil Residual(osi). identifier pressure(osil J(-Factor(K1 Flow(aoml 7 Water Supply 960.00 250.00 50.000 45.000 BOR(5) 19.771 83.17 369.8 4;0% Signer ID:QGYYNKM)M9 100 90 80 70 60—T 150 Staticrue5 40 30 369.83 co,29.269 • tr demand curve 20 10 0 uuuuuwuuuuwmuununui uniiiii °600 800 1000 1200 1400 1600 1800 2000 Water flow,gpm ©M.E.P.CAD,Inc. AutoSPRINK 2022 v17.1.19.0 3/4/2023 10:54:31AM Page 1