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HomeMy WebLinkAbout23-A089 111 Sisters Circle}z ' TOWN OF YARMOUTH RECEIVE °� C! 1146 ROUTE 28, SOUTH YARMOUTH, MA 02664A451 Telephone (508) 398-2231 Ext. 1292--Fax (508) 398-0836 JUN 1 ii-} KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE rAI MWI r� KING' HI W Y 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 Apply: Indicate type of Building: Commercial V Residential 1) Exterior Building Construction: New Building Shed VSolar 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: 1 1 1 Sisters Circle, Yarmouth, MA 02675 Map/Lot # 9314.13111 Owner(s): Mahmood Rana Phone #: 617-407-5862 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 1 1 1 Sisters Circle, Yarmouth, MA 02675 Year built: 2010 Email: Permitsma@freedomforever.com Preferred notification method: - / Phone V Email Agent/contractor. Daniel Rubin Phone #. 774-314-0725 Mailing Address: 135 Robert Treat Paine Dr, Taunton, MA, 02780 Finail- Permitsma@freedomforever.com Preferred notification method , / Phone V Finail Description of Proposed Work: Install of roof mounted PV solar panels -system size of 6.00Kw-15 pv panels-200A-No battery storage Signed (Owner or agent): Z: A�4;zl Date: 06/13/2023 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. Rcvd Date:l� Amount �-yt/�dp�[,1t Cash/CK#: 0 Ja"o Rcvd by: 45 Days: J�l Date Signed: Approved Approved with Reason for Denial_ Signed: Modifications Denied APPLICATION #: �� tt0i� Telephone (508) 398-2231 Ext. 1292 Fax (508) 398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE RECEIVED 45-DAY TIMEFRAME WAIVER Applications #: �3.,Aoyl Project Address: R l5 tP Application Received Date: &11 h(2 3 45 Day Decision Deadline: ,-73l a JUN 16 2C213 fAHNIC)U) r, IIWe, the undersigned owner, contractor, or agent, do hereby waive the 45-day timeframe for a determination on our application for a Certificate of Appropriateness/Demolition/Exemption by the Old King's Highway Historic District Committee for the following project: Date: 6/16/2023 Signed: h ,aca Owner Owner L Contractor/Agent TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 2023 MEETING SCHEDULE 1WHie"i 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: RECEIVED DOORS: Qty: Material: Color: JUN 16 rt.73 Style/Size (if not listed/shown on elevations): rAhmuiJ I r; OLD KING'S HIGHWAY STORM DOORS: Qty: Material: Color: GARAGE DOORS: Qty: MatT Style: Color: WINDOWS: Q !side:: Front: Left: Right: Rear: Color: Manufacturer/Series: Material: Grilles (Required): Pattern (6/6, 2/1, etc.) Grille Type: True Divided Lite: Snap -In: Between Glass: Permanently Applied: Exterior Interior STORM WINDOWS: Qty: Material: Color: SHUTTERS: Mat'I: Style: Paneled SKYLIGHTS: Qty: Fixed Vented Louvered Color: Size Color: DECK: Size: Decking MatT Color: Railing MatT Style: Color: WALLSIFENCES* (Max W height): Height: MatT Style: Color: (Show running footage & location on plot plan.) *Finished side of fence must face out from fenced in area. UTILITY METERS/HVAC UNITS: Location: Screening: LIGHTS: Qty Location(s): LIGHT POSTS: Qty: _ Location(s): Additional information: Style: Material: Color: Color,- 2-General A- 14A-1 APPLICATION #: 8.201 S TOWN OF YARMOUTH OLD KINGS HIGHWAY HISTORIC DISTRICT COMMITTEE ABUTTERS' LIST Applicant's (Owner) Name: Mahmood Rana Property Address/Location: 111 Sisters Circle, Yarmouth, MA 02675 Hearing Date: 7 a 93 Notices must be sent to the applicant and abutters (including owners of land on any public or private street or way) whose property directly abuts or is across the street from the applicant. 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 Abutter Information: MenV ED JUN 16 27 I HI'11v� V u l � ._,LO og§ N1 H HY 3 0 `f3 l03 � 3 L4, /D 310 3 q` 3 c4. /W 3�6 3 Application #: TOWN OF YARMOUTH 1146 ROUTE 28, SOUTH YARMOUTH, MASSACHUSETTS 02664-4451 t U ri M awl � Pi Q1 G1 v; a` m � a it a m z� c5 0 r 1' tc C9 a � 2 R a t, a] z p RECEIVED JUN 16 2 323 YARMOLITh OLD KING'S HIGHWAY f BARON CORP May 12, 2023 RE: Project Address: Design Criteria: CERTIFICATION LETTER MAHMOOD RANA 111 SISTERS CIRCLE YARMOUTH, MA 0267S Applicable Codes = 2015 IBC/IEBC W/(780 CMR) 9th Edition, 2015 IRC W/(780 CMR) 9th Edition, ASCE 7-10 and 2015 NDS Risk Category - II Wind Speed = 140 mph, Exposure Category C, Partially/Fully Enclosed Method Ground Snow Load - 30 psf Roof 1: 2 x 8 @ 16" OC, Roof DL = 8 psf, Roof LL/5L = 25 psf (Non-PV), Roof LL/SL = 15 psf (PV) C!t-;r-1 Y t1J JUN 16 Z?- ►I KING'S HiGHWav To Whom It May Concern, A structural evaluation of loading was conducted for the above address based on the design criteria listed above Existing roof structural framing has been reviewed for additional loading due to installation of Solar PV System on the roof. The structural review applies to the sections of roof that is directly supporting the Solar PV System. Based an this evaluation, I certify that the alteration to the existing structure by installation of the Solar PV System meets the prescriptive compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, the Solar PV System assembly (including attachment hardware) has been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed the requirements set forth by the referenced codes. Sincerely, nnli �01A OF M,gsc4 YURIANTO Ut YURIANTO k 0 STRUGTURA No.55070 a�F�lsT�¢`C°� `.- FSSIONAL ENG By Yuri at 2:56:11 PM, 5/12/2023 Dtg tally signed Cy to Yunanto Yurianto DN: cn=Yurianto Yurianto c=US o=UoatsLated toouzA1141ID0000017690 7GaF20DU0A7A2 Reason: I am the author of this document Lora; - Date: 2023-05-12 14�56-0500 MOUNTING MOUNTING PLANE ROOF PITCH RESULT GOVERNING ANALYSIS Roof 1 34° OK IEBC IMPACT CHECK STANDOFF HARDWARE EVALUATION MOUNTINGDCR FOR WIND UPLIFT RMFI M IED JUN 16 2023 �%►nwa'U1i J r, _Oi.f) KffiiC'C Wf6H411��. Limits of Scope of Work and Liability: The existing structure has been reviewed based on the assumption that it has been originally designed and constructed per appropriate codes. The structural analysis of the subject property is based on the provided site survey data. The calculations produced for this structure's assessment are onlyfor the roof fromiog supporting the proposed PV installation referenced in the stamped pionset and were made according to generally recognized structural analysis standards and procedures. Afl PV modules, racking and ottochment components shall be designed and installed per manufacturer's approved guidelines and specificotions. These plans are not stamped for water leakage or existing damage to the structural component that was not accessed during the site survey. Prior to commencement of work, the PV system installer should verify that the existing roof and connections are in suitable condition and inspect framing noted on the certification letter and inform the Engineer of Record of any discrepancies prior to installation. The installer should also check for any damages such as water damage, cracked framing, etc. and inform the Engineer of Record of existing deficiencies which are unknown and/or were not observable during the time of survey and hove not been included in this scope of work. Any change in the scope of the work shall not be accepted unless such change, addition, or deletion is approved in advance and in writing by the Engineer of Record. Barun Corp I Design and Engineering 1 610.202A506 1 chrisk@baruncorp.com I www.baruncorp.corn 2/5 93 PV PANELS DEAD LOAD PV Panels Weight = 2.50 psf Hardware Assembly Weight = 0.50 psf Total PV Panels PV-DL = 3.00 psf ROOF DEAD LOAD Existing Roofing Material Weight Underlayment Weight Plywood/OSB Sheathing Weight Framing Weight No Vaulted Ceiling Miscellaneous Composite Shingle Roof 1 Layer(s) = 2.50 psf = 0.50 psf = 1.50 psf = 2.27 psf = 0.00 psf 1.50 psf 2 x 8 @ 16 in. O.C. 1 Total Roof Dead Load I R-DL= 8.30 psf REDUCED ROOF LIVE LOAD Roof Live Load Lo = 20.00 psf Member Tributary Area At < 200 ft2 Roof 1 Pitch 34' or 8/12 Tributary Area Reduction Factor R1 = 1,00 Roof Slope Reduction Factor R2 = 0.80 Reduced Roof Live Load, Lr = Lo (11111) (1112) Lr = 16.00 psf SNOW ••. Ground Snow Load pg = 30.00 psf Effective Roof Slope 34' Snow Importance Factor Is = 1.00 Snow Exposure Factor Ce = 1.00 Snow Thermal Factor Ct = 1.10 Minimum Flat Roof Snow Load pf min = 25.00 psf Flat Roof Snow Load pf = 25.00 psf SLOPED ROOF SNOW LOAD ON ROOF (Non -Slippery Surfaces) Roof Slope Factor Cs -roof = 1.00 Sloped Roof Snow Load on Roof ps-roof = 25.00 psf R F, V FID JUN i 6 '2 , 3 r ArWJV4.0 +_+ Barun Corp 1 Design and Engineering 1 610.2d2.4506 ! �ii�k. b=trt_,n� or;n :;^m Roof Dead Load (DL) = EXISTING psf 8.30 WITH PV PANELS 11.30 Roof Live Load (Lr) = 16.00 0.00 psf Roof Snow Load (SL) = 25.00 15.00 psf (DL + Lr)/Cd = EXISTING psf 19.44 WITH PV PANELS 12.56 (DL +SL)/Cd = 28.96 22.87 psf Maximum Gravity Load = 28.96 22.87 psf Load Increase (%) _-21.02% OK The requirements of section 807.4 of 2015 IEBC are met and the structure is permitted to remain unaltered. RFCF—I Y F O JUN 16 2� + Anw►uu + + + BARON CORP WIND UPLIFT CALCULATION Roof 1 MAHMOOD RANA, 111 SISTERS CIRCLE, YARMOUTH, MA 02675 SITE INFORMATION Ultimate Wind Speed = 140.00 mph Roof Pitch = 34" Risk Category = II Roof Type = Gable Exposure Category = C Velocity Pressure Exposure Coefficient, Kz = 0.98 Mean Roof Height = 30.00 ft Topographic Factor, Kzt = 1.00 Solar Array Dead Load = 3.00 psf Wind Directionality Factor, Kd = 0.85 a=j 3.00 ft Ground Elevation Factor, Ke = 1.00 DESIGN CALCULATIONS Wind Velocity Pressure, qh = 41.89 psf (0.00256*Kz*Kzt*Kd*Ke*(VA 2)) Solar Array Pressure Equalization Factor, ya = 0.60 Allowable Load = 655.00 Ibs SPF, 5/16" Lag Screw x 1, 2.5" Embedment Array Edge Factor, yE = 1.50 Exposed Condition Max. X - Spacing (Zone 1 - 2r) = Max. Y - Spacing (Zone 1 - 2r) = 4.00 ft Effective Wind Area 7.40 ft' 1.85 ft Max. X - Spacing (Zone 2n & 3r) = Max. Y - Spacing (Zone 2n & 3r) = 4.00 ft Effective Wind Area 7.40 ft' 1.8S ft Max. X - Spacing (Zone 3e) = Max. Y - Spacing (Zone 3e) = 4.00 ft Effective Wind Area 7.40 ft' 1.85 ft ROOFZONE GCp (-) UPLIFT 1-2r -1.80 UPLIFT PRESSURE -39.22 psf PULLOUTFORCE 290.26 Ibs 2n & 3r -2.00 1 -43.75 psf 323.74 Ibs 3e -2.63 -57,90 psf 429.46 Ibs NOTE: • Wind calculation is based on ASCE 7-16, 29.4 - C&C, LC 47: 0.6DL + 0.6WL is used. 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Q v, O cOn y APPENDIX H --------------------------------------------------------------------------------------------------------------------------------------------- 3.00 Properties SOLARMOUNT Light SOLARMOUNT Rail Profile 2 SOLARMOUNT HD Units BEAM HEIGHT 1.70 2.57 3.00 in APPROX WEIGHT 0.491 0.728 1.271 ptf CROSS SECTION AREA 0.409 0.625 1.059 in SECTION MODULUS (X-AXIS) 0.15 0.363 0.898 in' SECTION MODULUS (Y-AXIS) 0.067 0.113 0.221 in' MOMENT OF INERTIA (X-AXIS) 0.13 0.467 1.45 in' MOMENT OF INERTIA (Y-AXIS) 0.026 0.04S 0.267 in' RADIUS OF GYRATION (X-AXIS) 0.564 0.865 1.17 in RADIUS OF GYRATION (Y-AXIS) 0.254 10.269 10.502 in r a �a '8 m R' y 'C3 (D R x .. r- L- 121 P. IA (D K 1077 m w (D rr �N. uQ Ky (% n F' `) (n ilk L< y m m 30 N w x x x ao O (A (n C (D N m EEF�(Drr � � () CD (D (D r� O ccrZ n uu � C� N3 N- rr rr i0 iq pa W " a. (D :n, :n, rt F�-' O �: (D (D (n F' Q H- O w n e9 y n 0 �. 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