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HomeMy WebLinkAboutBlde-21-007316 I or Commonwealth of Official Use Only Massachusetts Permit No. BLDE-21-007316 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:6/16/2021 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) 411 HIGHBANK RD Owner or Tenant OLSEN JOHN Telephone No. Owner's Address 4540 BECKWITH PL, CUMMING, GA 30041 Is this permit in conjunction with a building permit? Yes 0 No 0 (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(14 Panels 3.36 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 Above ❑ In- ❑ No.of Emergency Lighting grnd. grnd. 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 Tons No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals: Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other: Connection No.of Dryers Heating Appliances KW Security Systems:* No.of Devices or Equivalent No.of Water KW No.of No.of Data Wiring: Heaters Signs Ballasts 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: Andrew V Smith Licensee: Andrew V Smith Signature LIC.NO.: 17273 (If applicable,enter"exempt"in the license number line.) Bus.Tel.No.: Address:8 LINCOLN RD, BROCKTON MA 023015019 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 signature below,I hereby waive this requirement.I am the(check one) 0 owner 0 owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE:$150.00 C� Ii 7174 e -\ �tl � tteaLga 17E) t(WzA -/ .• Commonwealth of/rlaaaachuaetta Official Use Only t - c� �\7 Permit No. CMI=ri= .21 epartment o/.ire. ervicea _t Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS = 'r [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: 06/14/2021 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) 411 Highbank Road, Owner or Tenant John Olsen Telephone No.4049344540 Owner's Address 4049344540 Is this permit in conjunction with a building permit? Yes ✓L_ No n (Check Appropriate Box) Purpose of Building Residential Utility Authorization No. 4832931 Existing Service 100 Amps 120 ,240 Volts Overhead pi Undgrd❑ No.of Meters 1 New Service 100 Amps 120 ,240 Volts Overhead 1 Undgrd P No.of Meters 1 Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Solar install,roof mount,4.76kWDC,3.36kWAC,and 14 panels. Completion of the following table may be waived by the Inspector of Wires. otal No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans Tf KVA Transformers KVA No.of Luminaire Outlets No.of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ in- ❑ No.of Emergency Lighting grnd. grnd. Battery Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No. Initiatingon Detectionand Devices No.of Ranges No.of Air Cond. Total Tons No.of Alerting Devices No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals: Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local❑ Municipal ❑ Other Connection No.of Dryers Heating Appliances KW Security Systems:* No.of Devices or Equivalent No.of Water KWNo.of No.of Data Wiring: Heaters Signs Ballasts 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: 9000 (When required by municipal policy.) Work to Start: 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 © BOND ❑ OTHER ❑ (Specify:) I certify,under the pains and penalties of perjury,that the information on this application is true and complete. FIRM NAME: Rooftop Power LIC.NO.: Licensee: Andrew V Smith JR Signature ' LIC.NO.: 17273 A (I/applicable,enter "evem1N"in the license number line.) Bus.Tel.No.: 833-787-7697 Address: 275 W Natick Ave,Warwick,RI 02886 Alt.Tel.No.: *Per M.G.L.c. 147,s. 57-61,security work requires Department of Public Safety"S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,) hereby waive this requirement. I am the(check one)❑owner ❑owner's agent. 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Suite#3 Warwick,RI 02886 REFERENCE: John Olsen Residence(RTP0816):411 Highbank Road,Yarmouth,MA 02664 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:Massachusetts State Residential Code(780 CMR Chapter 51,9th Edition(2015 IRC)) Risk Category: II Design wind speed: 140 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 30 psf Flat roof snow load,Pf: 25 psf Existing Roof Structure Roof structure: 2x6 rafters @ 24"O.C. Roofing material:composite shingles Roof slope: 33° Connection to Roof Mounting connection: (1)5/16" lag screw w/min.2.5" embedment into framing at max.48"o.c.along rails (2)rails per row of panels,evenly spaced;panel length perpendicular to the rails not to exceed 40 in.Rail cantilever shall not exceed 50%of connection spacing. Conclusions Based upon our review, we conclude that the existing structure is adequate to support the proposed solar panel installation. The glass surface of the solar panels allows for a lower slope factor per ASCE 7, resulting in reduced design snow load on the panels. The gravity loads and; thus, the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to remain unaltered. 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com JOB NO.: U3227.0446.211 VECTOSUBJECT: WIND PRESSURE )11. E ri G i rl E E R S PROJECT: John Olsen Residence Components and Cladding Wind Calculations Label: Solar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 140 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT& CALCULATIONS: Height of Roof, h [ft]: 25 (Approximate) Comp/Cladding Location: Gable Roofs 27°<0 s;45° Enclosure Classification: Enclosed Buildings Zone 1 GCp: 1.0 Figure 30.4-2C (enter negative pressure coefficients) Zone 2 GCp: 1.2 Zone 3 GCp: 1.2 a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 Kn: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 40.3 Equation 30.3-1 GCp;: 0 Table 26.11-1 PRESSURES: P= Equation 30.9-1 Zone 1, p [psf]: 40.3 psf(1.0 W, Interior Zones, beyond 'a' from roof edge) Zone 2, p [psf]: 48.4 psf(1.0 W, End Zones, within 'a'from roof edge) Zone 3, p [psf]: 48.4 psf(1.0 W, Corner Zones, within 'a'from roof corner) (a= 3 ft) I ,--- JOB NO.: U3227.0446.211 N/ECTOR SUBJECT: GRAVITY LOADS E rl r l r`t E E R S PROJECT: John Olsen Residence CALCULATE ESTIMATED GRAVITY LOADS Roof Pitch: ( 7.8 1:12 Design material Increase due to Material weight ROOF DEAD LOAD (D) weight [psf] pitch [psf] Composite Shingles 2.4 1.19 2.0 1/2" Plywood 1.2 1.19 1.0 Framing 3.0 3.0 Insulation 0.0 0.0 1/2" Gypsum CIg. 0.0 1.19 0.0 M, E & Misc 0.0 0.0 Total Original Roof DL 6.6 PV Array DL 3.6 1.19 3 ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array[psf] 20 SNOW LOAD (S): Existing w/Solar Array Roof Slope [x:12]: 7_8 7 8 Roof Slope [°]: 33 33 Ground Snow Load, pg [psf]: 30 30 ASCE 7-10, Section 7.2 Terrain Category: C C ASCE 7-10,Table 7-2 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Ct: 1.1 1.1 ASCE 7-10,Table 7-3 Risk Category: It II ASCE 7-10,Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10,Table 1.5-2 Flat Roof Snow Load, pf[psf]: 25 25 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No Yes ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.00 0.62 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 25 15 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 25 15 JOB NO.: U3227.0446.211 VECTOR SUBJECT: LOAD COMPARISON E rl G i r'l E E R E PROJECT: John Olsen Residence Summary of Loads Existing With PV Array D [psf] 7 10 Lr[psf] 20 20 S [psf] 25 15 Maximum Gravity Loads: Existing With PV Array (D+Lr)/Cd [psf] 21 24 ASCE 7-10,Section 2.4.1 (D+S)/Cd [psf] 27 22 ASCE 7-10,Section 2.4.1 (Cd=Load Duration Factor=0.9 for D,1.15 for S,and 1.25 for Lr) Maximum Gravity Load [psf]: 27 24 Ratio Proposed Loading to Current Loading: 88% OK The gravity loads and;thus,the stresses of the structural elements,in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34, 9th Edition are met and the structure is permitted to remain unaltered. A JOB NO.: U3227.0446.211 .N/ ECTOR SUBJECT: CONNECTION E f G 1 fl E E R S PROJECT: John Olsen Residence Calculate Uplift Forces on Connection Pressure Max Connection Max Trib. Max Uplift (0.6 Dead -0.6 Wind) Spacing' Area2 Force (psf) (ft) (ft2) (Ibs) Zone 1 22.4 4.0 6.7 149 Zone 2 27.2 4.0 6.7 182 Zone 3 27.2 4.0 6.7 182 Calculate Connection Capacity Lag Screw Size [in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Embedment3 [in]: 2.5 Grade: SPF(G = 042) Nominal Capacity[Ibs/in]: 205 NDS Table 12.2A Number of Screws: 1 Prying Coefficient: 1.4 Total Capacity [Ibs]: 586 Determine Result Maximum Demand [Ibs]: 182 Lag Screw Capacity [Ibs]: 586 Result: Capacity> Demand, Connection is adequate. Notes 1. 'Max Connection Spacing' is the spacing between connections along the rails. 2. 'Max Trib Area' is the product of the 'Max Connection Spacing'and 1/2 the panel width/height perpendicular to the rails. (2) rails per row of panels. Length of panels perpendicular to the rails shall not exceed 67". 3. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment length. VSE Project Number: U3227.0446.211 . .r John Olsen Residence 1/27/2021 E rl e 1 n E E F2 E The solar array will be flush-mounted (no more than 9" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. Because the increase in lateral forces is less than 10%, this addition meets the requirements of the exception in Section 807.5 of the 2015 IEBC as referenced in 780 CMR Chapter 34, 9th Edition. Thus the existing lateral force resisting system is permitted to remain unaltered. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor must notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered, except at array ends, so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions, site-specific design parameters,and solar panel configuration match the description of the span tables. The design of the solar panel racking(mounts,rails, etc.)and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING, LLC kV OF Mqs` 41, Digitally s act .IACOB S. to Jacob SFOd CIVIL No.54953 Proctor � QrsTes Proctor Date: 2021.01.28 5 ONAL t 11:20:19 -07'00' 01/27/2021 Jacob Proctor,P.E. MA License: 54953 -Expires:06/30/2022 Project Engineer Enclosures JSP/chp 651 W. Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com