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HomeMy WebLinkAbout23-A009 7 Frances Helen Road DeniedMIRMCUTH TOWN l- __ pF= �� TOWN OF YARMOUTH ' "FER14Am11:2d RECEIVED x 1146 ROUTE 28, SOUTH YARMOUTH, MA 026644451 Telephone (508) 398-2231 Ext. 1292-Fax (508) 398-0836 JAN 2 3f:D DING'S HIGHWAY HISTORIC DISTRICT COMMITTEE YARMOU i-i-1 KINGS HIGHWAY 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 Aoply: Indicate type of Building: Commercial Residential 1) Exterior Building Construction: New Building Shed 4&1 Solar Panels Other: Addition _Alterations Reroof Garage 2) Exterior Painting: Siding Shutters Doors _Trim Other: 3) Signs/Billboards: New Sign Change to Existing Sign 4) Miscellaneous Structures: Fence Wall Flagpole Pool Other: Please type or print legibly: Address of proposed work; Map/Lot # 4% c Owner(s): Phone#::7-EAAll applicationi must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address F &ICICGS tteiF,)n_ Y.,p Year built: Email: ) 9Preferred notification method: Phone Email Co �. Agenticontractor:��t1 Phone #: D Mailing Address: Q �lY\ Email; 1�� `j ��`ti(��. �� Preferred notification method: Phone Email Description of Proposed Work: 0. o`(N Signed (Owner or agent): ��n �ccf5 9 -) �- S- I z AL ra.0\kvj Date: Or 119 ➢ Ownerlcontractorlagent is avore that a permit is required from the Building Department. (Check other departments, also.) ➢ If application is approved, al5proval 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. Rcvd Date: Amount —t 0, 00 CashICK #:�3 Rcvd by: 45 Days: Approved Approved with Modifications Denied �7 it 1 Reason for Denial:0 , j V L Signed: �InvDate Signed: APPLICATION #: ;51' "f)q GENERAL SPECIFICATION SHEET Project Address: FOUNDATION: Material: Exposure (Not to exceed 18" ): CHIMNEY: Material/Color: GUTTERS: Material/Color: ROOF: Material: Pitch (7112 min) Height to Ridge. Color: SIDING: Material/Style. Front: Sides/Rear: COLOR CHIPS Color: Front: Sides/Rear: TRIM: All windows & doors to be trimmed with: 1x 4 1x5 (Circle one.) Material: Color: DOORS: Qty: Material: Style/Size (if not listed/shown on elevations): STORM DOORS: Qty: Material: GARAGE DOORS: Qty: Mat'I: WINDOWS: lsicle:: Front: Left: Manufacturer/Series: Grilles (Required): Pattern (6/6, 211, etc.) Snap -In: Between Glass: STORM WINDOWS: Qty: Mater SHUTTERS: Mat'l: Color: Color: Style: Color. _ Right: Rear: Color: Material: _ Grille Type: True Divided Lite: _ Permanently Applied: Exterior Color: Style: Paneled Louvered Color: Interior RECEIVED JAN 2 3 2023 YAi= mOu'i rr SKYLIGHTS: Qty: Fixed Vented Size Color: DEFIED DECK: Size: Decking Mat'I: Color: Railing Mat'I: Style: Color: WALLSIFENCES* (Max 6' height): Height: MatT Style: Color: (Show running footage & location on plot plan.) *Finished side of fence must face out from fenced in area. UTILITY METERSIHVAC UNITS: Location: Screening: LIGHTS: Qty: Style: Location(s): LIGHT (POSTS: Qty: _ Location(s): Additional information: Material: Color: Color: 2-Genera! APPLICATION #: TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE ABUTTERS' LISP` Applicant's (Owner) Name. - Property Address/Location; �[ ( ` -we-c3 P e (zvt 4Q� Hearing Dates 211IV23 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 car, be found on the Old King's Highway Department page on the Town website www.yarmouth,ma.us Map Number Lot Number Applicant Information- 1 :�j y3 Abutter In€ormatiom RECEIVED JAN 2 3 2023 YARMOU I r, DENIED ia5710r Application #: 82018 1241 721 1 1 Please use this signature to certify this list Of properties YASMINA EKATERINA Y � Y p p CRUZ MARLON directly abutting and across the street from the parcel located at: 601 ROUTE 6A YARMOUTH PORT, MA 02675 7 Frances Helen Rd., Yarmouth Port, MA 02675 Assessors Map 124, Lot 86 1241 851 ! 1 ROBERTA 1526 AL And M�aDirector oAssessing do, Ditf Ain 1526 ALKI AVE y g SEATTLE , WA 98116 January 26, 2023 1241 861 1 1 ARDAN ALEN C10 ROSE FRANLIN JAYME 7 FRANCES HELEN RD YARMOUTH PORT, MA 02675 RE^R y FFE) 1251 59/ 1 1 AN 2 6 2023 GEORGE THOMAS N TRS GEORGE ALICE M TRS LOW) PO BOX 30 r/n�riVv r t, &G'S HIGHWAY YARMOUTH PORT, MA 02675 1251 231 1 1 NARDINI ALBERT P JR NARDINI LYNNE E 19 FRANCES HELEN RD YARMOUTH PORT, MA 02675 DENIED 0 o o E CC, A_ rno � c - zg n~ 5 v w �'rcu s8 n ; P 00 n C S2 Eli E 32 o 00. r c Oil E a t �O< � I z I P O O U)z 0 RECEIVED JAN 2 3 2023 YARMOU1'ri OLD KING'S HIGHWAY DEivIED 4g3 --Awq C �G Scott E. Wyssling, PE Coleman D. Larsen, SE, PE Gregory T. Elvestad, PE Skyline Solar 4 Crossroads Drive, Suite 116 Hamilton, NJ 08691 To Whom It May Concern: 76 North Meadowbrook Drive Alpine, UT 84004 office (201) 874-3483 swyssling@wysslingconsulting.com October 17, 2022 Revised October 26, 2022 JAN 2 3 2023 YAHIVIC. d) r., Re: Engineering Services Franklin Residence 7 Frances Helen Road, Yarmouth, MA 6.000 kW System We have received information regarding solar panel installation on the roof of the above referenced structure. Our evaluation of the structure is to verify the existing capacity of the roof system and its ability to support the additional loads imposed by the proposed solar system. A. Site Assessment Information 1. Site visit documentation identifying attic information including size and spacing of framing for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information will be utilized for approval and construction of the proposed system. B. Description of Structure: Roof Framing: 2x6 dimensional lumber at 24" on center. Roof Material: Composite Asphalt Shingles Roof Slope: 46 degrees Attic Access: Accessible Foundation: Permanent C. Loading Criteria Used • Dead Load o Existing Roofing and framing = 7 psf o New Solar Panels and Racking = 3 psf o TOTAL = 10 PSF • Live Load = 20 psf (reducible) — 0 psf at locations of solar panels • Ground Snow Load = 30 psf • Wind Load based on ASCE 7-10 o Ultimate Wind Speed = 130 mph (based on Risk Category II) o Exposure Category C DENIED Analysis performed of the existing roof structure utilizing the above loading criteria is in accordance with the 2015 International Residential Code, including provisions allowing existing structures to not require strengthening if the new loads do not exceed existing design loads by 105% for gravity elements and 110% for seismic elements. This analysis indicates that the existing framing will support the additional panel loading without damage, if installed correctly. ';3 -f tft Page 2 of 2 D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent Unirac installation manual. If during solar panel installation, the roof framing members appear unstable or deflect non - uniformly, our office should be notified before proceeding with the installation. 2. The maximum allowable withdrawal force for a 5116" lag screw is 235 Ibs per inch of penetration as identified in the National Design Standards (NDS) of timber construction specifications. Based on a minimum penetration depth of 2'/z', the allowable capacity per connection is greater than the design withdrawal force (demand). Considering the variable factors for the existing roof framing and installation tolerances, the connection using one 5/16" diameter lag screw with a minimum of 21/" embedment will be adequate and will include a sufficient factor of safety. 3. Considering the wind speed, roof slopes, size and spacing of framing members, and condition of the roof, the panel supports shall be placed no greater than 48" on center. 4. Panel supports connections shall be staggered to distribute load to adjacent framing members. Based on the above evaluation, this office certifies that with the racking and mounting specified, the existing roof system will adequately support the additional loading imposed by the solar system. This evaluation is in conformance with the 2015 IRC, current industry standards, and is based on information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. V truly yours, + L/JI/�iJ RECE111ED Scott E. 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