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Home My WebLink AboutBLDE-22-000748 -. c(; Commonwealth of Official Use Only A" Massachusetts Permit No. BLDE-22-000748 BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev.1/07] APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code (MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date:8/9/2021 City or Town of: YARMOUTH To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) 35 HUDSON RD Owner or Tenant KELLY RENE M Telephone No. Owner's Address 35 HUDSON RD,WEST YARMOUTH, MA 02673 Is this permit in conjunction with a building permit? Yes ❑ No ❑ (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps Volts Overhead 0 Undgrd 0 No.of Meters New Service Amps Volts Overhead 0 Undgrd 0 No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Installation of solar PV system(23 Panels 8.16 KW) Completion of the following table may be waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool A boved. ❑ g rnd. ❑ No,of Emergency Lighting rn Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.of Detection and Initiatine Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Ton No.of Waste Disposers Heat Pump Number Tons J KW No.of Self-Contained Totals: Detection/Alertine Devices No.of Dishwashers Space/Area Heating KW Local 0 Municipal 0 Other: Connection No.of Dryers Heating Appliances KW Security Systems:* No.of Water No.of Devices or Equivalent Heaters KW No.of No.of Ballasts Data Wiring: Siens No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. Estimated Value of Electrical Work: (When required by municipal policy.) Work to start: Inspection to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE:Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent.The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE:INSURANCE 0 BOND 0 OTHER 0 (Specify:) I certify,under the pains and penalties of perjury,that the information on this application is true and complete. FIRM NAME: Matthew T Markham Licensee: Matthew T Markham Signature LIC.NO.: 1136 (If applicable,enter"exempt"in the license number line.) Bus.Tel.No.: Address:24 SAINT MARTIN DR,BLDG 2 UNIT 11,MARLBOROUGH MA 017523060 Alt.Tel.No.: *Per M.G.L.c. 147,s.57-61,security work requires Department of Public Safety"S"License: OWNER'S INSURANCE WAIVER:I am aware that the License does not have the liability insurance coverage normally required by law.But my signature below,I hereby waive this requirement.I am the(check one) 0 owner 0 owner's agent. Owner/Agent Signature Telephone No. I PERMIT FEE:$150.00 P'Uk 6 )oA1 J�o ON QP (b q-,�1 j $'ue vt 11 tr) e - ZZ - 666 751 Current Engineering 7/21/2021 FREEDOM FOREVER MA, 135 ROBERT TREAT PAINE DR.,TAUTON, MA 02780 Subject:Structural Certification for Installation of Residential Solar re job: Rene Kelly,35 HUDSON RD„ WEST YARMOUTH, MA 02673 Attn.:To Whom It May Concern Observation of the condition of the existing framing system was performed by an audit team of FREEDOM FOREVER MA. After review of the field observation data,structural capacity calculations were performed in accordance with applicable building codes to determine adequacy of the existing roof framing supporting the proposed panel layout. Please see full Structural Calculations report for details regarding calculations performed and limits of scope of work and liability. The design criteria and structural adequacy are summarized below: ROOF 1: Shingle roofing supported by 2x6 Rafter @ 16 in. OC spacing.The roof is sloped at approximately 21 degrees and has a max beam span of 12 ft between supports. Design Criteria: Code: 2015 IBC w/780 CMR (ASCE 7-10) Ult Wind Speed: 142 mph Ground Snow: 30 psf Exposure Cat: B Min Roof Snow: 25 psf ROOF 1: adequate to support the imposed loads.Therefore, no structural upgrades are required. Current Renewables Engineering Inc. Professional Engineer info@currentrenewableseng.com 01.1 OF At4 o.� ' ,OV4ssss9oy Q4 9Cy GN , CIVIL 4 " ' NO.56313 "' OF, 9fG/STER�� FSSIONALENc'\� Exp:6/30/2022 I 3 C)Chicago Ave,Suite D15 River rde CA 92501 c. r.r:.urge!�trer;e ablesengcorrr (151.254.565 INTEGRITY PROFESSIONALISM CUSTOMER EXPERIENCE Current Engineering 7/21/2021 FREEDOM FOREVER MA 135 ROBERT TREAT PAINE DR. TAUTON, MA 02780 Attn.:To Whom It May Concern re job: Rene Kelly 35 HUDSON RD, WEST YARMOUTH, MA 02673 The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set.The verification of such info is the responsibility of others. After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Design Criteria: Code: 2015 IBC w/780 CMR ASCE 7-10 Live Load: 20 psf Ult Wind Speed: 142 mph Exposure Cat: B Ground Snow: 30 psf Min Roof Snow: 25 so.vSH OF Mgss4 , OVAssq 63;-G Current Renewables Engineering Inc. ggj�� ey r CIVIL � Professional Engineer " N0.56313 info@currentrenewableseng.com Alp. �FG/sT y[- F�� SS�ONA::: Exp:6/30/2022 1960 Chicago Ave, Suite D15, Riverside, CA 92507 currentreneUvableseng.com c)`,i.251.565r; INTEGRITY PROFESSIONALISM CUSTOMER DtPERIENL E Date :7/21/2021 \ Current Job Code: Rene Kelly 2 of 6 Engineering Roof Properties: Roof 1 Roof Type= Shingle Roof Pitch (deg)= 21 Mean Roof Height(ft)= 13 Attachment Trib Width (ft)= 3.3 Attachment Spacing(ft) = 4 Framing Type= Rafter Framing Size= 2x6 Framing OC Spacing(in.)= 16 Section Thickness, b(in.) = 1.5 Section Depth, d(in.) = 5.5 Section Modulus,Sx(in.^3) = 7.6 Moment of Inertia, lx(in.^4)= 20.8 Framing Span (ft) = 12 Deflection Limit D+L(in.) = 2.4 Deflection Limit S or W(in.)= 1.60 Attachments Pattern = Fully Staggered Framing Upgrade= Adequate Sister Size= NA Wood Species= SPF#1 Wood Fb(psi) = 875 Wood Fv(psi) = 135 Wood E(psi) = 1400000 Co(Wind) = 1.6 Co(Snow) = 1.15 Cis= 1.00 CM=Ct=Ci=C;= 1.0 CF= 1.3 Cfu= 1.00 Cr= 1.15 F'b_wind (psi)= 2093 F'b_snow(psi) = 1504 F'v_wind (psi)= 216 F'v_snow(psi) = 155 M_allowable_wind (lb-ft) = 1319 M_allowable_snow(lb-ft)= 948 V_allowable_wind (Ibs)= 1188 V_allowable_snow(Ibs) = 854 1960 Chicago Ave, Suite L}15, R verside, CA 92501 a currentrere wablese,Ig.corn 9S1.254,565c, INTEGRITY PROEESSEONAE ISM CUSTOMER EXPERIENCE Date :7/21/2021 Current Job Code: Rene Kelly 3of6 ;,. Engineering E' (psi)=I 1400000 Load Calculation: Dead Load Calculations: Panels Dead Load (psf)= 3.0 Roof 1 Roofing Weight(psf) = 3.0 Decking Weight(psf)= 2.0 Framing Weight(psf)= 1.4 Misc.Additional Weight(psf)= 1.0 Existing Dead Load (psf)= 7.4 Total Dead Load (psf)= 10.4 Snow Load Calculations: Ground Snow Load, pg(psf)= 30 Min Flat Snow, pf_min (psf) = 25 Min Sloped Snow, ps_min (psf) = NA Snow Importance Factor, lc= 1.0 Exposure Factor,Ce= 0.9 Roof 1 Thermal Factor,Ct= 1.2 Flat Roof Snow, pf(psf)= 25 Slope Factore, Cs= 1.00 Sloped Roof Snow, ps(psf) = 25 Wind Load Calculations: Ultimate Wind Speed (mph) = 142 Directionality Factor, kd = 0.85 Topographic Factor, kzt= 1.0 Roof 1 Velocity Press Exp Factor, kz= 0.70 Velocity Pressure, qz(psf)= 30.7 External Pressure Up, GCp_1= -0.85 External Pressure Up, GCp_2= -1.55 External Pressure Up,GCp_3 = -2.45 External Pressure Down, GCp= 0.45 Design Pressure Up, p_1 (psf) = -26.1 Design Pressure Up, p_2 (psf)= -47.6 Design Pressure Up, p_3 (psf)= -75.3 Design Pressure Down, p(psf)= 16.0 1960 Chicago Ave,Suite D15,Riverside, CA 9250/ vwev.cur-enareneviak;leseng.ccrm 951 254 5655 INTEGRITY PROFESSIONALISM CUSTOMER EXPERIENCE Date :7/21/2021 Current Job Code: Rene Kelly 3 ,�.) end 4 of 6 Engineering Hardware Checks: Lag Screw Checks: Roof 1 Ref.Widthrawal Value,W(lb/in) = 205 (Cm=Ct=Ceg= 1.0)CD= 1.6 Adjusted Widthrawal Value, W'(lb/in)= 328 Lag Penetration, p(in.)= 2.5 Allowable Widthrawal Force, W'p(Ibs) = 820 Applied Uplift Force(Ibs)= -355 Uplift DCR= 0.43 Ref. Lateral Value,Z(Ibs)= 250 (Cm=Ct=Co=Ceg= 1.0) CD= 1.15 Adjusted Lateral Value,Z'(Ibs)= 288 Applied Laeral Force(Ibs)= 132 Angle of Resultant Force, a(deg)= 70 ,djusted Interaction Lateral Value,Z'a(lbs) = 669 Lateral DCR= 0.20 Roof Framing Checks: Force Checks: Roof 1 LC1: D+S Applied Moment(lb-ft) = 850 Applied Shear(Ibs)= 283 Allowable Moment(lb-ft)= 948 Allowable Shear(lbs)= 854 Moment DCR= 0.90 Shear DCR= 0.33 LC2: D+0.6W Applied Moment(lb-ft)= 480 Applied Shear(lbs) = 160 Allowable Moment(Ib-ft)= 1319 Allowable Shear(Ibs) = 1188 Moment DCR= 0.36 Shear DCR= 0.13 LC3: D+0.75(S+0.6W) Applied Moment(lb-ft) = 873 Applied Shear(Ibs) = 291 19&0 Cn€cdgo Ave. Suite D1S, Rverside, CA 92501 vwvv.current,enewableserng corn 051 254 5655 INTEGRITY PROEESSIONAtISM CUSTOMER EXPERIEN( Date :7/21/2021 Current Job Code: Rene Kelly ne ail S 5 of 6 Engineering Allowable Moment(lb-ft)= 1319 Allowable Shear(Ibs) = 1188 Moment DCR= 0.66 Shear DCR= 0.24 LC4:0.6 D+0.6 W Applied Moment(lb-ft)= 226 Applied Shear(Ibs) = 75 Allowable Moment(lb-ft)= 1319 Allowable Shear(Ibs) = 1188 Moment DCR= 0.17 Shear DCR= 0.06 Deflection Checks(Service Level): Roof 1 LC1: D+L Deflection (in.) = 0.33 Deflection Limit(in.)= 2.4 Deflection DCR= 0.14 LC2:S Deflection (in.) = 0.53 Deflection Limit(in.)= 1.60 Deflection DCR= 0.33 LC3:W(Down) Deflection(in.)= 0.14 Deflection Limit(in.) = 1.60 Deflection DCR= 0.09 LC4:W(Up) Deflection (in.)_ -0.23 Deflection Limit(in.)= 1.60 Deflection DCR= 0.15 Seismic Check: Existing Weight: Wall Weight(psf) = 17 Tributary Wall Area (ft2) = 650 Total Wall Weight(Ibs) = 11050 Roof Weight(psf)= 7 Roof Area (ft2)= 1000 Total Roof Weight(Ibs) = 7418 Total Existing Weight(Ibs)= 18468 1900 Chicago Ave Suite DIS, Riverside, CA 9250/ wvws .currertrerewablesefg.con 951.254 5655 INTF RITY PROFESSIONAUSM CUSTOMER EXPERIENCE Date :7/21/2021 Current Job Code: Rene Kelly ene5 aes6of6 Engineering Additional PV Weight: PV Panel Weight(Ibs)= 54 Number of Panels= 23 Total Additional PV Weight(Ibs)= 1252 Weight Increase: (Existing W+Additional W)/(Existing W)= 107% The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability: Existing structure is assumed to have been designed and constructed following appropriate codes at time of erection, and assumed to have appropriate permits.The calculations produced are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were completed according to generally recognized structural analysis standards and procedures, professional engineering and design experience,opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work.All PV modules, racking,and mounting equipment shall be designed and installed per manufacturer's approved installation specifications.The Engineer of Record and the engineering consulting firm assume no responsibility for misuse or improper installation.This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos,along with engineering judgement. Prior to commencement of work,the contractor shall verify the framing sizes,spacings,and spans noted in the stamped plans,calculations, and cert letter(where applicable) and notify the Engineer of Record of any discrepancies prior to starting construction.Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans,calculations, and cert letter (where applicable)and notify the Engineer of Record of any concerns prior to starting construction. 1960 Cis€cago Ave, Suite 015,R€verside, CA 9250/ VANA r.currentrenewablesPrg.com3 951 254 5655 INTEGRITY PROFESS ONAi_ISM CUSTOMER EXPERIENCE Commonwealth o aiaac e t =_ = t c l tti Official Use Only -v- _—c Permit No. 'Z'Z—c 7 .2 epartment o��ire Serviced _� BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev. 1/07] (leave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 07/26/2021 City or Town of: Yarmouth To the-inspector offyi By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number)35 Hudson Road Owner or Tenant Rene Kelley Telephone No. 508-737-1990 Owner's Address 35 Hudson Road,Yarmouth, MA 02673 Is this permit in conjunction with a building permit? Yes ICI No Purpose of Building Residential ❑ (Check Appropriate Box) Utility Authorization No. Existing Service 125 Amps 120�Volts Overhead New Service 125 El Undgrd El No.of Meters 1 Amps 120 / 120 Volts Overhead Number of Feeders and Ampacity ❑ Undgrd [1] No.of Meters 1 Location and Nature of Proposed Electrical Work: roof mounted pv solar panels-8.16kw system-23 total panels-125A Completion o the ollowin' table ma be waived b the Ins.-ctor o Wires. No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans Total No.of No.of Luminaire Outlets Transformers KVA No.of Hot Tubs Generators KVA No.of Luminaires Above ❑ In- `o.o mergency ig ing Swimming Pool No.of Receptacle Outlets .rnd. rnd. ❑ Batte Units No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners j No.o Detection and No.of Ranges i Initiatin_ Devices No.of Air Cond. TotalI No.of Waste Disposers Tons !No.of Alerting Devices Heat Pump Number Tons KW 11No.of Sel -Contained Totals: !Detection/Alertin. Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal Connection_ No.of Dryers ❑ Other Heating Appliances Kam, Security Systems: No.of Water No.of No.of Devices or E i uivalent Heaters KW No.of Data Wirin Sins Ballasts g: No.Hydromassage BathtubsNo.of Devices or E a uivalent No.of Motors Total HP Telecommunications Wiring: No.of OTHER:roof mounted pv solar panels- 8.16kw system- 23 total panels- 25ADevices or E uivalent Attach additional detail ifdesired,or as required by the Inspector of Wires. Estimated Value of Electrical Work: 26,853.06 Work to Start:u on a (When required by municipal policy.) P pprovals Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE COVERAGE: unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE Il BOND ❑ OTHER I certify,under the pains and penalties operjury,that the information on this application is true and complete FIRM NAME: Freedom Forever Massachusetts LLC PP P LIC.NO.:MA 902-EL-AI Licensee: Matthew Markham 4 // (If applicable,enter "exempt"in the license number line.) Signature /�tGGLi Address: 135 Robert Treat Paine Dr,Taunton,MA,02780 LIC.NO.: 1136 MR *Per M.G.L.c. 147,s.57-61,security work requires De Bus.Tel.No.: OWNER'S INSURANCE WAIVER: I partment of Public Safe Alt.Tel.No.: quired law. B myam aware that the Licensee does not have the liability e(check one []insurance coverage normally rey signature below,I hereby waive this requirement. I am the owner ❑owner's a_ent. Owner/Agent Telephone No. PERMIT FEE: $