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HomeMy WebLinkAboutBLD-22-007087 tjIWIbz- UDC4 Pp(4.)u-o- ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department 1146 Route 28,South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 i - `' .. ."ail ,..-, Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish " '- - r7E I V E a One-or Two-Family Dwelling This Section For Official Use Only stIN 07 2O22 Building Permit Number: e,L 1) -A-O1'31, ') Date Appli --- <R LriA3UT�DiN© DLRTMENT f\cs Building tfficial(Print Name) ignature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers - CSIJP Larne, 1.1 a Is this an accepted street?yes — no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private 0 Zone: — Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2. Owner'of Record: uCtftS i La M.(�SSKI y Ct(mCt.l v ' L �" ?l�C A U J Name(Print) + City,State,ZIP 33 B-r"k" 1 Lame__ e-jI<.- RIo.. `i11L. C.Q. 1Orr-,P ; ca, rrX�,l.C;,•n,, No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WQRK2(check all that apply) New Construction 0 Existing Building 0 I Owner-Occupied Cl I Repairs(s) 0 Alteration(s) ❑ Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other E Specify: SO L./h2 Brie escription of Proposed Work2: �j cs c a-- rm S i• ;) `JD O t.& Vic'\ a 1 i.s ., SECTION 4: ESTIMATED CONSTRUCTION COSTS. . Item Estimated Costs: Official se Only (Labor and Materials) f . I.Building $ 1. Building Permit Fee:$ 1tc lndicate how fee is determined: ❑ Standard City/Town Application Fee 2.Electrical $ 0 Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $_C 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ -. . Suppression) Total All Fees:$ Check No. Check Amount: Cash Amo 6.Total Project Cost: $ Q Hi 150 0 Paid in Full 0 Outstanding Balance Due: SECTIONS: CONSTRUCTION SERVICES • 5.1 Construction Supervisor License(CSL) C„S - 11� a3a 3 ° s D5 Cti'1('i 5 h2.- l\i 0,Sh v‘1 e- License Number Expiration Date Name of CSL HoldZr 1 j S C C j List CSL Type(see below) i No.and Street Type Description � al 3�q U Unrestricted(Buildings up to 35,000 Cu.ft.) l R Restricted 1&2 Family Dwelling City/Town,State,ZIP lvl Ivlasonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 1'"413 '3`1Li m�CKe ee4rn limn I Insulation Telephone Email address , D Demolition 5,`2�Registered Home Improvement Contractor(HIC) v\ e'er C_- a" Goe c,\y HIC Registration Number Expiration Date HIC Coinoany Name or HIC Registrant Name 1 too Te,n C-1- ' Ck C'>_ C. . rr%c'.he1 Q m �r� L,, c1r, Np.and Street Ematu ddressejrr l - Tlr ) '(V\iN5 ©,:)(001 Sc —log City/Tdum,State,ZIP Telephone y y i 3 3.1 — ti n Cct,I I. t-) i/A SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152.§ 25C(6)) j2 QCt Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes `y/ No .0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize M (j -ef-�a:V2 r ( to act on my behalf,in all matters relative to work authorized b this building permit application. e �� Print Owner's Name(Electronic Signature) Date • SECTION 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" The Commonwealth of Massachusetts 1==�f t Department offnrlrrstrialAccidents g':_-- Am 1 Congress Street, Suite 100 -..; Boston,MA 02114-2017 ., www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): `A 6 a. 1 r /' _ Address: I Cs cs --__ t A e U " City/State/Zip ten; C`ie,,‘,3C;l Phone #: 563 --lQ y4 — LoS53`j Are you an employer?Check the appropriate box: Type of project(required): 1.u% m a employer with employees(full and/or part-time).* 7. 2.Y I am a sole proprietor or partnership and have no employees working for me in ❑New construction any capacity.[No workers'comp. insurance required.] 8. CI Remodeling 3.❑I am a homeowner doing all work myself.(No workers'comp.insurance required.)t 9. ❑Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole t 1.0 Electrical repairs or additi0additionsproprietors with no employees. 5.0[am a general contractor and I have hired the sub-contractors listed on the attached sheet. 12.0Plumbing repairs or additions These sub-contractors have employees and have workers'comp.insurance.t 1 .0 Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14. }Other 152,$I(4),and we have no employees.(No workers'comp.insurance required.) TT'' *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information i Homeowners 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 attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. f ant an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information.Insurance Company Name: 14 \�3 _ —on Policy i or Self-ins.Lic.#. \/\I C,c 3 l'S 1.,:0 J L 1 03 1 Expiration Date: )d • I ( ' a a, Job Site Address:33 ,e)`\)-C4 Lc,,--) City/State/Zip:policy (�Cp ;���.>t � OaL� Attach a copy of the workers' compensation policy declaration page(showing the policy nu ben and expiration date). TS Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. /` Signature: - t -- Date: (.,� i;,�. �.-� Phone 4: —5-6 — 6 qr Ll - 6 Official use only. Do not write in this area,to be completed by chy or town official. City or Town: Permit/License T Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone ff: -...IN MYGENER-01 CWOODSIDE ACOR_O DATE(MM/DDNYYY) `� CERTIFICATE OF LIABILITY INSURANCE 1/28/2022 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 License#1780862 CONTACT Jim Czura NAME: HUB International New England PHONE FAX 600 Longwater Drive (A/C,No,Ext): (A/C,No): Norwell,MA 02061-9146 ADDRIESS:jim.czura@hubinternational.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Cincinnati Specialty Underwriters Ins Co 13037 INSURED INSURER B: My Generation Energy,Inc.and Luminous Solar,LLC INSURER C: 100 Independence Dr,Suite 10 INSURER D: i Hyannis,MA 02601 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 TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD wVD IMM/DD/YYYY) (MMIDD/YYYYI A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR CSU0181866 1/21/2022 1/21/2023 DAMAGE TO RENTED 100,000 X X PREMISES(Ea occurrence) $ 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 X jECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY (Eaa accc dent)n SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ AUTOS ONLY NON-OWNED ONLY PROPERTY DAMAGE (Per accident) $ $ A UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 X EXCESS LIAB CLAIMS-MADE CSU0181868 1/21/2022 1/21/2023 AGGREGATE $ 2,000,000 DED X RETENTION$ 0 $ WORKERS COMPENSATION PR PEATUTE EOTH AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Certificate holder is included as additional insured with respect to the general liability,when required by written contract.Blanket waiver of subrogation in favor of additional insured with respect to the general liability,when required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Yarmouth ACCORDANCE WITH THE POLICY PROVISIONS. 1146 MA-28 South Yarmouth,MA 02664 AUTHORIZED REPRESENTATIVE ,?,,9-0?-.44'59— ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 4* - Commonwealth of Massachusetts IP Division of Occupational Licensure Board of Building Regulations and Standards: Cons t�loi ' rvisor C S.116232 spires: 03/08/2025 CHRISTOPHER J NASHVILLE — t 485 CENTER STREET t DENNIS PORT.MA 02639 1 gam try�y#3 C mmission4r (.1.,..f n5 (4.4fd i 41 r. __ --_Construction Supervisor Unrestricted - Buildings of any use group which contain less than 35,000 cubic feet (991 cubic meters) of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call (617) 727-3200 or visit www.mass.govldpl Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: Corporation Registration: 163006 MY GENERATION ENERGY,INC. Expiration: 05/03/2023 100 INDEPENDENCE DR SUITE 10 HYANNIS,MA 02601 Update Address and Return Card. Mks of Consurnir Affairs A%Ones*itiStidlilieri HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: RegIstriltPn Expiration Office of Consumer Affairs and Bu iness Regulation 183006 05/03/2023 1000 Washington Street -Suite 0 MY GENERATION ENERGY,INC Boston,MA 02118 ANDREW WADE 100 INDEPENDENCE DR SUITE 10 Not valid with° signature HYANNIS,MA 02601 Undersecretary This Agreement has been executed as of the day and year set forth on the cover page by the Owner and a duly authorized representative of the Contractor. Do NOT SIGN THIS AGREEMENT IF THERE ARE ANY BLANK SPACES MY GENERATION ENERGY, INC. OWNER Signature Signature Abe Boyle Carol A.Lampson Print Name Print Name 04/26/2022 04/27/2022 Date Date THIS CONTRACT IS TO BE EXECUTED IN DUPLICATE COPIES You may cancel this agreement if it has been signed by a party thereto at a place other than an address of the seller,which may be his main office or branch thereof, provided you notify the seller in writing at his main office or branch by ordinary mail posted, by telegram sent or by delivery, not later than midnight of the third business day following the signing of this agreement. See the attached notice of cancellation form for an explanation of this right. §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-22311 ext.-1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Ch. 40, §54 and 780 CMR- Section 105.3.1. #4. I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 33 r- \- Q 1.. c - Work Address Is to be disposed of oat the following location: -u u it', ��► csc- Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. �t& r-h, 1r JLJJ Signature of Application Date Permit No. t i i ,:al tlY V E f1 G I rI E E R S VSE Project Number:U3232.0520.221 June 2,2022 My Generation Energy ATTENTION:Nathaniel Blois 100 Independence Drive,Suite 10 Hyannis,MA 02601 REFERENCE: Lampson Residence:33 Bent Bluff Lane,Yarmouth,MA 02675 Solar Array Installation To Whom It May Concern: 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,Vult: 140 mph(3-sec gust) Wind exposure category:C Ground snow load, psf :30 Flat roof snow load,Pf:25 psf Existing Roof Structure Roof structure:2x4 manufactured trusses @ 24"o.c. Roofing material:composite shingles Roof pitch:6:12 Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.5"threaded embedment into framing Maximum mounting spacing along rails: Zone 1 (Beyond 4'from roof edge or ridge):48"o.c. Zone 2(Within 4'of roof edge parallel or perpendicular to slope):48"o.c. Zone 3(Within 4'of roof eave-eave corner or eave-ridge corner):24"o.c. Install(2)rails per row of panels,evenly spaced;panel length perpendicular to the rails shall not exceed 70 in Rail cantilever shall not exceed 33%of connection spacing Connections shall be staggered so as not to overload any existing structural member 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 p i VSE Project Number:U3232.0520.221 Lampson Residence \SVECTOR 6/2/2022 E fl S l fl E E R S The solar array will be flush-mounted(no more than 10"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. Increases in lateral forces less than 10% are considered acceptable. 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.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 panels,solar 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 shall be notified of any changes from the approved layout prior to installation. VECTOR STRUCTURAL ENGINEERING,LLC A:pi OF ASs ; �i' yG U /No. 4'53 O?se TEO2 t4. FSS1 ANAL G� Jacob Proctor,P.E. 06/02/2022 MA License:54953-Expires:06/30/2024 Project Engineer Enclosures JSP/hub 651 W.Galena Park Blvd.,Ste. 101/Draper, UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com T JOB NO.: U3232.0520.221 • E C ■ 0 R SUBJECT: WIND PRESSURE E l e I n E_ ER S PROJECT: Lampson 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) Hip? Comp/Cladding Location: Gable/Hip Roofs 7°<6<_27° No Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.9 Figure 30.4-2B (enter negative pressure coefficients) Zone 2 GCP: 1.7 Zone 3 GCP:" 2.6 a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 KZt: 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 =qh L(GCp)—(GCpi l Equation 30.9-1 Zone 1, p [psf]: 36.1 psf(1.0 W, Interior Zones, beyond 'a' from roof edge) Zone 2, p [psf]: 67.2 psf(1.0 W, End Zones, within 'a'from roof edge) Zone 3, p [psf]: 104.8 psf(1.0 W, Corner Zones, within 'a'from roof corner) (a= 3 ft) CTOR E B i E E R S JOB NO.: U3232.0520.221 SUBJECT: CONNECTION n n PROJECT: Lampson Residence Calculate Uplift Forces on Connection Pressure Max Trib. Max Uplift Max Trib. Width z (0.6 Dead -0.6 Wind) Area Force (psf) (ft) (ft2) (lbs) Zone 1 19.8 4.0 11.7 231 Zone 2 38.5 4.0 11.7 449 Zone 3 61.1 2.0 5.8 356 Calculate Connection Capacity Lag Screw Size [in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Embedment3 [in]: 2.5 Grade: SPF (G = 0.42) Nominal Capacity [lbs/in]: 205 NDS Table 12.2A Number of Screws: 1 Prying Coefficient: 1.4 Total Capacity [Ibs]: 586 Determine Result Maximum Demand [Ibs]: 449 Lag Screw Capacity [Ibs]: 586 Result: Capacity > Demand, Connection is adequate. Notes 1. 'Max Trib. Width' is the width along the rails tributary to the connection. 2. 'Max Trib Area' is the product of the 'Max.Trib Width' 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 70". 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. 5 ♦ JOB NO.: U3232.0520.221 <t, SV E n s i fl E E R S PROJECT: Lampson Residence GRAVITY LOADS Roof Pitch: 6.0 :12 Design material Increase due to Material weight ROOF DEAD LOAD (D) weight [psf] pitch [psf] Composite Shingles 2.2 1.12 2.0 1/2" Plywood 1.1 1.12 1.0 Framing 3.0 3.0 Insulation 0.5 0.5 1/2" Gypsum Clg. 2.2 1.12 2.0 M, E & Misc 6.5 6.5 Total Existing Roof DL 15.6 PV Array DL 3.4 1.12 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]: 6.0 6.0 Roof Slope [°]: 27 27 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, Cf: 1.1 1.1 ASCE 7-10,Table 7-3 Risk Category: II 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 0.72 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps [psf]: 25 18 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 25 18 JOB NO.: U3232.0520.221 . N . VE SUBJECT: LOAD COMPARISON E n G i n E Er R S PROJECT: Lampson Residence Summary of Loads Existing With PV Array D [psf] 16 19 Lr[psf] 20 20 S [psf] 25 18 Maximum Gravity Loads: Existing With PV Array (D+ Lr)/Cd [psf] 28 31 ASCE 7-10,Section 2.4.1 (D+S)/Cd [psf] 35 32 ASCE 7-10,Section 2.4.1 (Cd=Load Duration Factor=0.9 for D,1.15 for 5,and 1.25 for Lr) Maximum Gravity Load [psf]: 35 32 Ratio Proposed Loading to Current Loading: 91% 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. _. , : . \),, JOB .: U3232.0520.221 � R SUBJECTNO : SOLAR LAYOUT E. n G 1 n E E R S PROJECT: Lampson Residence x , 4, fi • , ..4,,,..44ipit . -- ., v a ' �' 0,1 - � i " * tom. <. .,:*,.::1,":,:-,..7:,.';:-'.:2--"-:4:-:'.7-7:41,:4:1""I''-'41*-1:'------'-'i•-',:-:-:,'0,i‘.4':..*'--44.':'''','.4'-.-:,:'-'''::..... , B •,,yiii; , 3" A Site Photos Lampson 33 Bent Bluff Lane, Yarmouth Port . ,-7.4,•,...14,,z-..,-7 -:p4 t At ‘'s ilittv.,,, _, '„Or 4*- ar i't ...� "` s-,. r ire #,'," _ i u «- x s tat r V 4114 $ , '`4 - `,I4 o. .` . A ,,, , it, T":177. -.,, ihi r- ,... - , wil SS t'4 4 ( 1 yt.if , M. ., +fin-A;S1k w 4 C . . . I +qu i� - b v- i t " _ * i w e. a * ,gym' Location of 22 Solaria 400w panels. Modules- 22 Solaria 400w My Generation Energy Inverters- 22 I Q8+ Andrew Wade — Site Photos Lampson 33 Bent Bluff Lane, Yarmouth Port Roof is a 6 pitch ,;•,... -4,4."., . 'Ai%. ,1A11-,w.a. ., ',... .e. , - a A'r. :15,-,11:;,..:.;- . 1` 1 '�` k-.-.fir T - $y +'k"N ,,, iltt . �. _ _ ._ .- e ', 3 „ g t s 1 � 4110 a> x z �, Y`" Location of 22 Solaria 400w panels. Modules- 22 Solaria 400w My Generation Energy Inverters- 22 i Q8+ An Wade — Site Photos Lampson 33 Bent Bluff Lane, Vat iiiouth Port gip" r ,, ' - a k . .`1 to 9 } - � ,t t j 3 ,s7^ .ems aq„-' #i 4� r 24" on center is 7'truss w Modules- 22 Solaria 400w My Generation Energy Inverters- 22 i Q8+ Andrew Wade — Maximum Span based off of Snow load, Exposure Category, Pitch and wind. Maximum Rail Spans(Inches) SnapNrack UR-60 Rail Flush-Mount on 0 to 30 Foot Roof--Bin 5--60-Cell Ground Exposure Wind Speed-> 110 mph 115 mph 120 mph 125 mph 130 mph 135 mph 140 mph Snow Load Category Panel Angle Roof Zone-> 1/2/3 1/2/3 1/2/3 1/2/3 12/3 1/2/3 1/2/3 0to7 All Mounts 77/77/77 77/77/77 77/77/73 77/77/67 77/77/61 77/77/57 77/77/52 B 7to27 All Mounts 82/82/82 82/82/82 82/82/78 82/82/72 82/82/66 82/82/61 82/82/56 27t045 All Mounts 103/103/103 103/103/103 103/103/103 103/103/103 103/103/103 101/101/101 99/99/99 45 to 90 All Mounts 117/117/117 117/117/117 117/115/115 115/111/111 111/108/108 107/106/106 104/103/103 0107 All Mounts 77/77/61 77/77/56 77/77/51 77/75/47 77/69/43 77/63/40 77/59/37 30 ps1 C 7to27 All Mounts 82/82/66 82/82/60 82/82/55 82/79/50 82/72/46 82/67/43 82/62/40 27 to 45 All Mounts 103/103/103 101/101/101 98/98/98 96/96/96 94/94/94 92/92/92 90/88/88 45to90 All Mounts 111/108/108 107/105/105 103/102/102 99/94/94 95/86/86 92/80/80 89/74/74 Oto7 All Mounts 78/78/51 78/75/47 78/68/43 78/62/39 78/57/36 78/53/33 78/49/31 7to27 All Mounts 85/85/55 85/79/50 85/72/46 85/66/42 85/61/39 85/56/36 84/52/33.,_ All Mounts 100/100/100 98/98/98 95/95/95 93/93/93 90/87/87 88/80/80 I FfGF 714NF { r I1/ �����ralici� r( ', ,, ,,,a. (�.arrk o CORNER ZONE,3, •r•, o' 3 SEE DETAIL FOR ✓ / / CORNER MOUNT LOCATION / / 7ONF 3 1 / / ,j SEE DETAIL Z z INTERIOR ZONE,1; ti`' ,, ,, FOR MOUNT o` /�. /�/ LOCATION Lu WHERE ROOF SLOPE ;� 0\4 / Pi EXCEEDS 7 DEGREES, f 1 C.1 7 t7 THIS AREA SHALL BE • v 4, i ��/ OG// I TEDAS � � ' ' f� ONRNTE E .FOR 7 OFORFFR OR !=` •• / / / fr/ LESS,USE ZONE 2`i �� , ! ti} / / / / / / GABLE .. P RIDGE . O j HIP-- 400,Wr 0/ ' i 0 n HATCHED AREA �j� d INTERIOR ZONE ^ / M = INDICATES"a" 040 l`^ ••�, �,I!/l l /✓/ �c I-- DISTANCE • % ',. '�/ �/ Q d—0.1 x(LHD)OFt C / is Lt. MINIMUM OF 3'-0' : s �� P . • ih*/ //////// /// / ///// / / /// // /7/7/ /// MN 5'IC WALL a"OF;3'-0"MIN / / Figure 2: Roof Edge and Corner Zones Solar panel = 46 lbs per module 22 Modules =1196.81bs Inverter = 4.4 lbs per module Projected Area of Array = 446.6sf Associated hardware = 4 lbs per module Added dead load = 2.67psf Total = 54.4 lbs per module Ground snow load = 30 psf Roof Zone Corner Edge Interior Max. SnapnRack rail 74" 74" 85" Span Max. Cantilever 24" 24" 28" Roof Attachments ...... CClPOSITIWa L.FOOT SUAN K CHANNEL NUT swemocK STAMARO ,%! NAIL ' z aN'aT<_,. v SNA✓xrRALK CCMPtISITiilt � � — a, " - ito SA,.LA. SCREW VITN FLAT VARNE,R MEE ENEINEENM tocuo EtiTS FOR a BOLT EMNGAMENT REQUIN ANTS^-INV MIN EWHEENENT IS TYPICAL)SNAPNRACk L FOCI __._..a s?y, SEAL PEKT,NATTON ANT tA+HE BASE N AFpR@ N 'RIATE HOOF SEALANT —ROOF QfCKRii TYP, RAFTER TYP, f [64.71n] • 1644mm 25mm 11 _1[ l 1[ ) .. . . I . .11_ A B g A I [47.4in) \,'- 1204mm NEGATIVE[-] POSITIVE(+) 1000mm[39.4inj 1000mm[39.4inj A B B A I 1/ .... • / . \ [Loin) J I [14.4in) [35.91n) 25mm 367mm 911mm 7mm[0276in]X 10rnm[0.394inj 04.5mm[0-18inj 4X MOUNTING SLOTS'B' 4X GROUNDING HOLES"A' rIa . °f-Y TOWN OF YARMOUTH Fs 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451 <'�• Telephone(508)398-2231 Ext. 1292—Fax(508)398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended,for proposed work as described below &on plans, drawings, photographs, &other supplemental info accompanying this application. PLEASE SUBMIT 4 Copies OF SPEC SHEET(S), ELEVATIONS, PHOTOS, &SUPPLEMENTAL INFORMATION. Check All Categories That Appl : Indicate type of Building: Commercial Residential 1) Exterior Buildin Construction: iNew Building - Addition Iterations Reroof 1 1 Garage Shed Solar Panels 'Other: 2) Exterior Painting: riSiding Shutters l l Doors _Trim _Other: 3) Signs/Billboards: n New Sign _ Change to Existing Sign 4) Miscellaneous Structures: Fence Wall Flagpole I l Pool Other: Please type or print legibly: _ • Address of proposed work: ? -' V -� ," r 1 , :,. -i ', / /� P P 4 i.: �{ Map/Lot# c�(. Owner(s): ( L)a �' Phone#: "C; IC' , '.; All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. • Mailing address: - '` 1.r. \i 1 A'.'\ ` .k..%t '1c- i,,,.> ;, k. =, Year built: p` i n `? Email: <_ t11, > \ +; )� :`ice' i'•, r i-1,- .\ • Preferred notification method: Ix� Phone I I Email Agent/contractor: NA i2) ( �\\\,i ('. ._;'_. -1,-,,-� :Tim-. - �` _Phone#: :;-: (.: _, i + r.,•1 k - ;�. ) i t Mailing Address: i C''_) --\-r`�C �-:?.4MCA. t-., _.C>_ __T t`Ci�-, � 1\1 k\ , L �?C.,((i1 Email: • t- x'( '. i .} 44, C. ',. ,- Preferred notification method: ;.� Phone !,_ Email Description of Proposed Work: -'i. , _'f' -cx i i GA, . t- :_)- 0\cat=1 i-1 GV e v : 6� 6.< r (--k r- e--ke C+� b-`c-'{ - Z u. .}, Signed (Owner or agent): (11_J--M€_a:_ {r- - Date: 5) I .3 • Owner/contractor/agent is aware that a permit is required from the Building Department.(Check other departments,also.) > If application is approved,approval is subject to a 10-day appeal period required by the Act. > This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later. > All new construction will be subject to inspection by OKH.OKH-approved plans MUST be available on-site for framing&final inspections.Approved For Committee use only: {/ Approved Approved with Modifications Denied Rcvd Date: l 317Z Reason for Denial_: t Amount /(• -•° Cash/CK#: t.506 ,/ f Signed: J Rcvd by: L.,5. � ._ /� 45 Days: ,��� Date Signed: •;��L } 2.'L `L �,-E' : , -�„✓ 1 APPLICATION#: �/ �� CHECKLIST CONTINUED... 3. Exterior painting with color change: Note: White is the only pre-approved color not requiring Committee approval. Structures may also be repainted in existing color(s)without additional Committee approval. a. Certificate of Appropriateness, Specification Sheet, and Abutters' List. b. Color photos of structure 4. Wood fences/stone walls: Note: ALL new or altered fences and stone walls require OKH approval regardless of height or material. Vinyl fences, regardless of height, are NOT allowed in the OKH District. Fences up to 4 feet high may be eligible for Certificate of Exemption approval; check with OKH Office Administrator. Height limit for fences is 6 feet.Taller fences will be considered based on topographical conditions. Location of fencing over 4 feet high is not approved forward of front fascia of building. Finished side of fence must face out from fenced in area. Chain link fences and concrete walls are not usually considered appropriate. a. Certificate of Appropriateness, Specification Sheet, Abutters' List b. Color photos of house PLUS color photos showing proposed location of fence/wall. c. Plot plan showing running footage/location of fence/wall in relation to other structures. Include placement of any gates and setbacks. d. Drawing, brochure, or photo showing style of proposed fence or wall. 5. Signs: (Please note: Signs have a separate Specification Sheet.) a. Certificate of Appropriateness, Sign Specification Sheet, and Abutters' List b. Drawings to scale showing total square footage; style and size of lettering' material of sign board. (Minimum acceptable scale is 1/4" = 1'.) Paint must have matte finish. Indicate where light for sign (if any)will be placed. c. Material of post(if freestanding) or style & material of attachment to building. Freestanding signs have a maximum size of 12 square feet and cannot be higher than 6 feet at crossbar. d. Plot plan showing location of sign and relation of sign to building and street. (In accordance with Yarmouth sign bylaw, freestanding signs must be 6'from property line.) e. Color photos of building showing where sign will be affixed or where freestanding sign will be placed. APPROVED MAY 2 3 2022 YARMOUTH OLD KING'S HIGHWAY 1 This Agreement has been executed as of the day and year set forth on the cover page by the Owner and a duly authorized representative of the Contractor. Do NOT SIGN THIS AGREEMENT IF THERE ARE ANY BLANK SPACES MY GENERATION ENERGY, INC. OWNER / Signature Signature Abe Boyle Carol A. Lampson Print Name Print Name 04/26/2022 04/27/2022 Date Date THIS CONTRACT IS TO BE EXECUTED IN DUPLICATE COPIES You may cancel this agreement if it has been signed by a party thereto at a place other than an address of the seller, which may be his main office or branch thereof, provided you notify the seller in writing at his main office or branch by ordinary mail posted, by telegram sent or by delivery, not later than midnight of the third business day following the signing of this agreement. See the attached notice of cancellation form for an explanation of this right. APPROVED MAY 2 3 2022 YARMOUTH OLD KING'S HIGHWAY 5/2/22, 12:05 PM Massachusetts Interactive Property Map Massachusetts Interactive Property Map , r.--- \ To access parcel information: • ` - �_ _ -N I ----- t • Enter an address or zoom in by t I , \ }) using the+/-tools or your mouse \ 3 '\ y / Wit` scroll wheel.Parcels will draw fr._' t 3t Y}_f when zoomed in. '\ t ti t) f,= • Click on a parcel to display a \ - e., �, popup with information about that 1` `jF �,` %+ r ' , y 7 �..:, -� parcel. Y, f Click the"Basemap"button to display �, f t background aerial imagery. r — a ''' \--- -N -11 From the"Layers"button you can turn 4 F' �3 map features on and off.Check on'Download 4 \ Parcel Data by City/Town'and click in the 'i '.� \ \ ,i map for links to download all parcel data for that municipality. ; 1, t 1 Complete Help(PDF) i t _ . , , \. Parcel Legend: ? \� ,I . ' 'R ' •) \ \ t \ r :l --{' ,4 1q r \. =�11 .. s ..,dir i1 ' ' 45: \ \ ry ale --al=- 1:,al=s !{ ,,, _...''--.- cii i-:-.:Ley' ______--A i About this Viewer The map displays land property boundaries from assessor parcel maps across Massachusetts.Parcel information is from )0 local assessor databases. -!.re.. l I APPROVE __-_ a — _ MAY 2 3 2022 YARMOUTH OLD KING'S HIGHWAY https://massgis.maps.arcgis.com/aPps/OnePane/basicviewer/index.html?appid=47689963e7bb4007961676ad9fc56ae9 1/1 TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE ABUTTERS' LIST Applicant's (Owner) Name: C;t r(L L(2 m e-,n Property Address/Location: '3 3 LA-N_ Lot Cl ' A Hearing Date: rn CJ Notices must be sent to the Applicant and abutters (including owners of land on any public or private street or way) who's property directly abuts or is across the street from the Applicant. Please provide the Assessor's Tax Map and Lot numbers only. The OKH Office will send out notices using the addresses as they appear on the most recent applicable tax list. Note: Instructions for obtaining the abutters Map and Lot numbers can be found on the Old King's Highway Department page on the Town website: www.yarmouth.ma.us Map Number Lot Number Applicant Information: n :- Abutter Information: , k. if t_-! ll1 r� 111 1 i-1 APPROVE MAY 2 3 2022 YARMOUTH OLD KING'S HIGHWAY Application #: 1A1.) 3 8.2018 • 117/ : 9/ I / SKIVER ROBERT J Please use this signature to certify this list of properties SKIVER EILEEN P 6 RISEKNOLL PATH, directly abutting and across the street from the parcel located at: YARMOUTH PORT,MA 02675 33 Bentbluff Ln., Yarmouth Port, MA 02675 Assessors Map 117, Lot 6 GILLIGAN JOHN E IV 281 SETUCKET RD Andy Maiichado, Director of Assessing YARMOUTH PORT, MA 02675 May 6, 2022 117/ 7/ I I DUFFY MAUREEN H DUFFY MICHAEL F 15 RISEKNOLL PATH YARMOUTH PORT, MA 02675 117/ 6/ I / DILLON JOSEPH C/O LAMPSON CAROL 12536 CROSS BROOK TRAIL JACKSONVILLE, FL 32224 117/ 4/ / / ARDOLINO CARMEN 30 BENT BLUFF LN YARMOUTH PORT, MA 02675 E MAY 2 3 2022 i UCD KING'H�GHW kek\7f Ee -m r " .. • i) • ~!•• w APPROVED' MAY 2 3 2022 J YAHMOUTH OLD KING'S HIGHWAY N .39 C'7 M_ LamPson Site Photos 33 Bent Bluff Lane, Yarmouth Port a r 0��� :r.844- Jr x�� � � . -ot-. 1 7.,..... ,:c :,...,,,,,-, A ::::,.. 9 ' : . .4: ' `- ' Ail ,9 y. k*" t s.i r 4 y APPROVED MAY 2 3 2022 YARMOUTH OLD KING'S HIGHWAY LJ11.%., 1 11V LVJ Lampson 33 Bent Bluff Lane, Yarmouth Port _ v' ` .'i}.• « a }\b/ Tit/ "s` �9 . t # -h i., t.` ��, Y . Sr ' Y It a. Op. 4 � +-Ttlb�'. 12 i. +�� R< y f 4 f ! tP.` to .w ey=pt�`�» Is` + yrg 9 ►9` �y i � � �4,1 y� � Al.:: i ¢ �t - ,- 'i � `f♦▪ 4 �, { ! �t ��F' 'i'��`} �`t�� r�' �,1 1 �lp{c0 �. s �s� l� A. ,.�' "i9 tx "t+ '� � a. rt,p i w iit =+, 's:, t.> } , ice•. ,. � r i 1 �' + P Q .r .t 1 `tlt r � .l � t7 �`� i � .�. ; g fi z u r h i ?., •5"� d ' y � � - t f,%% i 8 "'i� it a z r �k i s F jL � ,.4.- ?d1Sr rI¢f .-',,<. ,1• ,. r xx' 'St,.e'--gi !�.# 4 ' --.- - ir"s- '4 D�1 `�' � `$j a$.�_. �' `•r yj ♦ lj � is '$ art, t+f-- _..__._...._...'"___ - _- _ _ - _ x'3 x AN. J .t wit F - 4➢t 1r.3 -i - _ - =+ .-_ _. _ fi y ��L. ;r �- ' _- Lai Iloilo a. __ __ _ =: b - 1 in. i. MINER limo . wC != �_. - . •' ' fir^ 4- A r - ,s +� -7.-tA.4,7-t ' '{: fi } s= ="-4- — - '` °, F \- - .••f it 5` '.adt t• - 'wy •? �$a,�Si•�:i�^1 sus - - x' _ ,- '• - ` 4 '- t View from Bent Bluff Lane, panels are not visible. APPROVED Going on the back facing roof of the house. MAY 2 3 2022 YARMOUTH I OLD KING'S HIGHWAY IJ16V 1. 1110 WO Lamp-son 33 Bent B-luff Lane, Yarmouth Port sOLARIA Solaria PowerXT I DC Pan Solaria PowerXT 4o0R PM Achieving over 20%efficiency,Solaria PowerXT solar panels are ore of the highest power panels in the residertial and commercial sole- ma-ket. Compared to ucrvertional panels; Solaria Powe-XT panels nave fewer gaps between the solar cells; this leads to higher power and supe_tior aesthetics. Solaria PowerXT Pure BIacKTki panels are manufactured with black backsheet and frames, erhancing a home o;-building's a chitectural beauty. High Efficiency, High Power Solaria='o'werXT pares achieve up to 20.2%efficiency.Solana PowerXT panels are one of the highest powe-panels available_ rt., . High Quality and Reliability i . ,-: Solder-less cell n.e-cornec ions a e highly=eiiable and AP • it ►" r op Designed to gar exceede industry leading 25 yea--warranty. MAY 2 3 2022 1-'7'., Improved Aesthetics UTH OL!KINGSOHIGHWAY Compared to coraentioral panels,Solaria PowerXT pareis k have a more uniform aapea:-ance and superior aesthetics. 4 Lower System Costs About Solaria #/°'�'c7 Scla-ia PowerXT panels produce me-e power Der square/4ir Established in 2000,The Solaria meter area_Tris reduces installation costs due to fewer Corporation has created one of balance of system eomponerts. the Irrdostry"s most respected IP portfolios, with over 250 issued and Improved ShadingTolerance pending patents inPV solar cell and module technology. Headquartered _\ Sub strings are nte-connected in parallel,witnir coal of the in California, Solaria has developed a A`' r! tniir narai fit earirantc +•.�}'ir h tie'l inia_+ar4 iha ahariinn ... , . • '-' - - •r, .•• . `-. •" :.---•'4.!...:,-•4: . ‘,-;.. ..4....-----..•,-,-. ,..,.. , ". , 'A.. , , ..1."4".,:e'..-' '' _,,,,...'"'' .--' ,.•-' "." -'''.' '"f'--r.. 'i'.' . ---';.. -'. •;. .•..,-:.-''..--i--"*,,,i." 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