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HomeMy Public PortalAboutH-22-231 OwEWsr TOWN OF BREWSTER �f 0 oftoEgO9 , I 3e �_ OLD KING ' S HIGHWAY REGIONAL HISTORIC DISTRICT o ,- HISTORIC DISTRICT COMMITTEE PHONE: 2198 MAIN STREET (508) 896 -3701 EXT 1125 • p.,o., •° EMAIL: BREWSTER MA 02631 HDCMEETING@BREWSTER- MA.GOV CERTIFICATE OF EXEMPTION Application is hereby made for the issuance of a Certificate of Exemption under Section 6 and 7 of Chapter 470, Acts and Resolves of Massachusetts 1973, as amended , for proposed work as described below and on plans, drawings or photographs accompanying this application . This Certificate expires one year or upon the date of expiration of any Building Permit Issued , whichever expiration date shall be later. You must file an extension before the expiration date . IMPORTANT: ALL FEES DOUBLED IF WORK IS STARTED BEFOREAPPROVAL. Address of Proposed Work 38 The Tides Court Brewster MA 02631 Owner Name Jack Chandler Application # Owner Mailing Address 275 Locust Road , Winnetka , IL 60093 Fee: Owner Email ' ack chandler(LDymail . com Date Paid Contractor Name John Vreeland Check # MAP Company Name Cotillit Solar lc LOT Contractor Address 29 Trinity Place Mashpee 02649 Contractor Email info@cotuitsolar. com Contractor Phone 5084288442 This application is for exemption of proposed exterior construction on the grounds that (check applicable box) : ❑ It will not be visible from any way or public place and/or X It is within a category declared entitled to exemption by Old King 's Highway Regional Historic District Commission . Describe and furnish plan of proposed work showing location on lot and, if an addition is involved, showing location of existing building . Roof- mounted PV solar system consisting of 42 Axitec 360W modules connected by micro inverters . The total system size is 15 . 12kW Applicant Signature Historic District Committee Signature Date This Certificate is hereby OKH Cert Exemption 22-5A3 �PEwsT^ TOWN OF BREWSTER OLD KING ' S HIGHWAY REGIONAL HISTORIC DISTRICT O r _ y HISTORIC DISTRICT COMMITTEE PHONE: 2198 MAIN STREET (508) 896 -3701 EXT 1125 • •. • •�0 EMAIL: BREWSTER MA 02631 HDCMEETING@BREWSTER- MA.GOV WAIVER OF 45 DAY DETERMINATION OPTIONAL The applicant/authorized agent understands and agrees that the determination of the submitted application for a Certificate of Appropriateness may not be made within 45 days of the filing of such application . The applicant agrees to extend the time frame within which a determination is to be made as required by the Old King ' s Highway Regional Historic District Act . Section 9 - Meetings, Hearing , Time for Making Determinations "As soon as convenient after such public hearing; but in any event within forty five (45) days after the filing of application, or within such further time as the applicant shall allow in writing, the committee shall make a determination on the application. " (Page 11, Old King 's Highway Regional Historic District Bulletin) Applicant understands that the review of this application will be scheduled as soon as the situation allows . Applicant/Authorized Agent Name Applicant/Authorized Agent Signature Date Property Location OKH Cert Exemption 22-5-13 Page 2 of 2 D. Solar Panel Anchorage 1 . The solar panels shall be mounted in accordance with the most recent SnapNrack 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 5/16" lag screw is 235 lbs 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 2 '/2" 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 , Scott E . Wyssli , PE MA License No . 505 E cwi cn o � 9�F FGISTSP �SSlolm Signed : 11 /29/2022 %kSSUNG CONSULTING U 9E9zo dw 'iinioO m 68 XOS Od 1E9Z0 dW 'b31SM3b8 muvios ii_n_i.o) Zbb8 - 8Zb - 805 '10 S34113H1 8E :N3lldlSNI 213NMO o m a i° m W � V CDO>>o Z +; N � , W C'Nc Q s Q 7 °ayjojo ) 2 a ° mo , w ch � � ^ � W N W c '� Q N 0 FEE � ,• NM ,�belidcs Ct !� Z SEEMSMEMENC W MEMEN > pit4 LLL u Q i g,e W U) J J W O 6e' Z Ocn ¢9 Y 0l wO va co Wc o � � Z WD O H � co LL t� 0 . . 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