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BLD-23-002355
Po 11 - 1'►J "v ONE &TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department : ..or r 1146 Route 28,South Yarmouth,MA 02664-4492 ,41Y11% 508-398-2231 ext 1261 Fax 508-398-0836 ~~l.l Massachusetts State Building Code,780 CMR Building Permit Application To Construct, Repair,Renovate Or Demolish _ a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: 13( ) 3. ,3S Date Applied: 11r. Sim(.5 — \1-1G- Building Official(Print Name) - Sign re Date SECTION 1:SITE INFORMATION _E C ! V E 0 -21 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 3t 1 ra-a+t'--JT. ROi.& -e. Lok 11,--'3 ‘k 1 OCT 2,"5 202 1.1 a Is this an accepted street?yes no Map Number Parcel Number B tJ I L iDettrdir- 1--/A.T �_ 1.3 Wing Information:^ I �•�• t� µ 1.4 Property o pDoen s: 1 1 3 y Zoning District Proposed Use Lot Area(sq Ift) Frontage(ft) , 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided S4.5� .. Required Provided 30 e2.1.se Zs, 7,5. l c.--4- 1.6_Water Supply:(M.G.L c.40,.154) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: _ Outside Flood ne? Public Private 0 Check if yesi! Municipal 0 On site disposal system F SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: ' Ay`i I)p-s1N 6 fry IL,S -S M-' r--(74N-0 Wrap , Cpt 14 110 Name(Print) City,State,ZIP 54:1-) e PI)VT CT R-f-4-71. . ?r87.42..193.1bn ; aftdi e bo-t € a14 4 I•corn No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 16 Owner-Occupied 0 Repairs(s) vt, Alteration(s) 0 I Addition Jo , Demolition ft Accessory Bldg.0 _Number of Units I Other 0 Specify: Brief Descri -ion of Proposed Work2: . „ e. S . t L) . es.or . ISMa_.. 'ii►S MIEielli c n.o.., C41 .. . = ' - i, ,) 0 �,�, , /,Je P g Qor. SECTION 4:ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official Use Only (Labor and Materials) . I.Building $ I sill360 I. Building Permit Fee:$l Indicate how fee is determined: ( Ilit Standard City/Town Application Fee 2.Electrical $ 7 5-to Q I 0 Total Project Cost3(Item 6)x multiplier . . x 3.Plumbing $ '71/i dp ,c� 6 2. Other Fees: $3 pr 4.Mechanical (HVAC) $ 5-c p',4t do0 List: )31 P 0 5.Mechanical (Fire i' • - _1 ( Suppression) isp ) _ tb — Check No. Check Amount Cash oust: h 6.Total Project Cost: $ I . c.v ❑Paid in Full El Outstanding Balance ue: ,G3 \ ONE &TWO FAMILY ONLY-BUILDING PERMIT Town of Yarmouth Building Department ort""'r 1146 Route 28,South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 :1 Massachusetts State Building Code,780 CMR. Building Permit Application To Construct, Repair,Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: B 0 z3-Dtp,3 - Date Applied: . i r� .en,c 5 \\- \G- Building Official(PrintName) Signa.re SECTION 1:SITE INFORMATION RECEIVED 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 3to t + �T• Ro1�. -e.""L, Pr 12-'3 1 OCT 25 2022 1.1a Is this an accepted street?yes no Map Number Parcel Number 1.3 Wing Information:^ �` • I 1.4 Property go, Dimensions:00 se- ( j 3,Li BUILD f..„ -r r Zoning District Proposed Use Lot Area(sq it) Frontage(ft) _f ^� 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required I Provided Required Provided�$. Required Provided 3v 29.E 2-4" 4.1 1y—.-4-- 1.tii.,Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public pnva"at Zone: _ Outside Flood One? Municipal 0 On she disposal system lill �. I Check if yes SECTION 2:-PROPERTY OWNERSHIP' 2.1 Owner'of Record: - .'° 1\14 D P E Ji 6 ft-rV,-,1 .S kV r--0-MJ CAS G4) 1 Gpt 14 Ito Name(Print) City,State,ZIP 5% Q.P'nM CT p- F— • %OZ,¶1 tbn anal e 6-4.-t@ 1Mo-i 1'COM No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK=(check all that apply) New Construction 0 1 Existing Building tat Owner-Occupied 0 I Repairs(s) Alteration(s) $) I Addition Ai Demolition r I Accessory Bldg.0 Number of Units I Other 0 Specify: Brief Description of Proposed Work2: ,: . A,mysiHAENR.BEe•' ' -' ‘24" n....1.) . ..4._:-..-s • it / — 61.0t t) 1'v-# -i, I hi F A-le-i.J payat /4441-cos SECTION 4:ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 1. BuildingPermit Fee:$ S /5 Indicate how fee is determined: Vg Z�?'I�p S Standard City/Town Application Fee 2.Electrical $ V�' S--rjp © I 0 Total Project Cost3(Item 6)x multiplier . . x 3.Plumbing $ -r 1t dp 6 2. Other Fees: $3 SOD 4.Mechanical (HVAC) $ 5f 5' poo List: n%I 131 P 0 5.Mechanical (Fire Suppression) $ Total All Fees:$ — %(A Check No. Check Amount: Cash aunt: 6.Total Project Cost: $ I . c.v.." 0 Paid in Full Si Outstanding Balance ue: c,,63 ' SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS•o t2l in 1- I%•zy 0 ertgk F E License Number Expiration Date Name o;CSL Holder 345 C'ktt•p ST • VT'IT 4 o 1 List CSL Type(see below) v No.azo Street Type Description W '1*EST -P'b uT H I OZb13 ©` Unrestricted(Buildings up to 35,000 cu.ft.) R Restricted ISc2 Family Dwelling City^Town,State,ZIPM Masonry j RC ( Rooting Covering ' WS Window and Siding . 29 p�k SF Solid Fuel Burning Appliances 1114 21 pii (LE C.L•ti E 1 Insulation Telephone one Email address D l Demolition 5.2 Registered Home Improvement Contractor(HIC) 1i 1 VZti q•ly-24 . �crk'e �E RICS Company Nzune ror HIC Registrant Name- Derek c. + N1C R_gist•ation Number Expiration Data F 5__c' .R____ra' . VN 11 401 DA.'(►€ 9-S. - cc-.eel' No.and Street Ecru: ire a WEn 4“4"1/%1T-14Mp 024'13 -114 •zn•1.9(6H City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION LNSURANCE AFMWAVIT(M..G.L c.151§ 2SC(6)) Workers Compensation Insurance affidavit must be completed and submitted with this app!icaticr:, Fai:•ire to pre'.•ide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes li No., 0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMTT I,as Owner of the subject property,hereby authorize Dana F.Greene of Rustic Elegance Inc. } to act on my behalf,in all matters relative to work authorized by this building permit applicatioc. r,+ 4144-4) $ ( 314(5 /©//3 Zz Prnt Ow icr's Name(Electronic Signature) ��- i • 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 :7tz ioo contained in this application is true and accurate to the best of my!rtewledge and understanding. GI," (• 61' vve 10 �q 2L Print .er's or Authorized Agent's Name(Electronic Signature) D e l NOTES: l, An Owner who obtains a building permit to do his/her own work,or an owner who hires an utrcetstered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have cress to the arbitration program or guaranty fund under I.G.L.c. 142A.Other important information on Me HIC Proyrara czn be found at www.mass.2ovlora Information on the Construction Supervisor License can be found at www.tuess.eov/dps I 2. When substantial work is rovi planned, de the information below: Total floor axes(sq.ii.) yl I-t3 (including garage,finished basement arics,decks or porch) ; Gross living area(sq.ft.) % Sbo V Habitable room count Number of fireplaces 12 Number of bedrooms 3 ' Number of bathrooms 4 3Number of halflbaths Type of heating system g..«,4,•••, c--c- Net-t-•CAA Number of decks/porches o Type of cooling system 4(waL ? +•••o /Gi' Enclosed /. iA Open 4 3. "Total Project Square Footage"may be substituted for"Total Project Cost" Initial Construction Control Document i' To be submitted with the building permit application by a sitt11 Registered Design Professional 1 for work per the 9th edition of the a r Y Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Banks Residence Renovation Date:October 19,2022 Property Address: 361 Main Street,Yarmouth Port,MA 02675 Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Historic home renovations,partial reconstruction and addition I Jeremiah H. Gallant MA Registration Number: 20475 Expiration date:08/31/2023 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': X Architectural X Structural X Mechanical X Fire Protection X Electrical X Plumbing for the above named project and that to the best of my knowledge, information,and belief such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a`Final Construction Control Document'. .‘EREDA'Z Enter in the space to the right a"wet"or `i electronic signature and seal: Phone number: 774-245-7643 Email:jay@gallant-arch.com ts.s./OFMPSSPG Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an'x'project design plans,computations and specifications that you prepared or directly supervised.If`other' is chosen, provide a description. Version 06_11_2013 YAR TOWN OF YARMOUTH 1, BUILDING DEPARTMENT 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 261 BUILDING DEPARTMENT TOTAL DEMOLITION SIGN-OFF FORM State Building Code(780 CMR) Chapter 33, Section 3303.6-Service Connections "Before a building or structure is demolished or removed, the owner or agent shall notify all utilities having service connections within the structure, such as water, electric, gas sewer and other connections. A permit to demolish or remove a building or structure shall not be issued until a release is obtained from the utilities, stating that their respective service connections and appurtenant equipment, such as meter and regulators, have been removed or sealed and plugged in a safe manner." "All debris shall be disposed of in accordance with 780CMR 111.5." 242.173.4433 Building or Structur Location: ft/64%6% 5(- 2 3- Map: t Lot: l ( r Owner's Name:A„d 6• " ft/64%6%,MCS Address:S1 3,0%.* `4. •ne:9 cixo cJ �" f hh"` Wife Contractor's Name:9 q c.. Lle,c. Address:i1 x,101 ikoe Jiri iM4 c ios- Eversource: Date: 7 112 122 ?TY •2.12.•Via•Y By: me, • Jv�y►, e, iG2 Title: !~I ►jtJ�lrG 5-����r- ��ex��•e� National Grid: Date: 312N(27� By: (liar/.To` ?excl.) Title: -p-4,i.r,ck- 1)i r,v Water Dept.: Date: 1/(01141.- By: /(Q(2?.By: ?air: sv<<ti G.brec. Title: (vs�r+��► �rG�rv�t� Sourr j 15er— Board of Health: Date: By: Title: Condition: Fire Dept.: Date: By: Title: Historic Commission: Date: (o(yr 12cm( By: Title: C •�.«�co,n C> C. Conservation: Date: By: Comcast: Date: 3/15 §TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 . 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 3e I M41 N 1 - Work Address Is to be disposed of oat the following location: N ANA Q of A-L Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. 10 . Iq.0 ZZ Signatureo Application Date Permit No. The Commonwealth of Massachusetts Department of Industrial Accidents 111. r E ,1= Office of Investigations M Lafayette City Center :' 2 Avenue de Lafayette, Boston,MA 02111-1750 Arno, '' www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Informationpp Please Print Legibly P Name (Business/Organization/Individual): Si l(, FJI.G.-p�CE.. WL 0 c CPE. Co D Address: 23 l OF E,E+' Pet-11.) E R-o P o V N I T R City/State/Zip: k-tP- JI. • 0244'j Phone #: 114 . 2-12 . 29%Li Areou an employer? Check the appropriate box: Type of project (required): 1.[ I am a employer with "I 4. ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. .emodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. 0 We are a corporation and its 10.0 Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t 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. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: R'ryKA2-1GPN ZV -'C{-t INSvP*t - - Clo P/-'Pd. 1 — Policy#or Self-ins. Lic. #: (0 Z.Z- V 13 to R- 0'0231122 Expiration Date: °i• I . 2.3 Job Site Address: kP( n`AiN ST• City/State/Zip: I *OuTM � OVb ir Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby c rti nder the pai and pe allies of perjury that t information provided abov is tru and correct. Signature: � / ' - Date: i 0 SO gria2 Phone#: 11 Li • 2% • 2q 414 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License # Issuing Authority(check one): 11:1Board of Health 20 Building Department 3❑City/Town Clerk 4.0 Electrical Inspector 5D'lumbing Inspector 6.0Other Contact Person: Phone#: RUSTI-2 OP ID: KS o� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 10/24/2022 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 508-398-6060 CONTACT Bryden&Sullivan Insurance Bryden&Sullivan Ins Agency PHONE 508-398-6060 FAX of Dennis Inc. (NC,No,Ext): (A/C,No):508-394-2267 485 Route 134, PO Box 1497 ADs: So.Dennis, MA 02660 Bryden&Sullivan Insurance INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:American Zurich Ins Co INSURED INSURER B: Rustic Elegance Inc 231 Queen Anne Road#A,B&C INSURER C: Harwich,MA 02645 INSURER D: 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 ADDL SUBR LTR TYPE OF INSURANCE INSD wvD POLICY NUMBER IMM/LDDY, EFF IMM%DD//VYXYYY1 LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR DAMAGE TO RENTED PREMISES jEa occurrence) $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ _ GE 'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY jEa LOC PRODUCTS-COMP/OP AGG_ $ _ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ AUTOS ONLY NON-OWNEDOS PROPERTY AMAGE (Per accidenU $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ A WORKERS COMPENSATION _ AND EMPLOYERS'LIABILITY Y/N 6ZZUB6R06203122 09/15/2022 09/15/2023 X PER ERTM ANY PROPRIETOR/PARTNER/EXECUTIVE N N/A E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) 1,000,000 If yes,describe under E.L.DISEASE-EA EMPLOYEE $ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION ANDREWB SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Andrew Banks ACCORDANCE WITH THE POLICY PROVISIONS. 361 Main Street Yarmouthport,MA 02675 AUTHORIZED �REPRESENTATIVE fQ ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD • ",-! Commonwealth of Massachusetts:C.. sik .i.' Division of Occupational Licensure"' .. . Board of Building Mations and Standards - • Consta� �isor .... ,- CS-082787 .,-0" ,,. , E1cpires 01/18/2024 DANA F -<, E.,a' :iisjr ' 345 CAMP Sar*,1; - , WEST YARMOLUTt`ft.,t,rr I- .�, r r� w G! '�'7 S 1 riz r ,15r . i !LVaD r�. Commissionernail c ;a: THE COMMONWEALTH OF MASSACHUSETTS r Office of Consumer A8 Business Regulation Registration valid for Individual use only before the rialtHOME INIPRO i, ONTRACTOR expiration date. If found return to: .;.,_._-re,,:,,:t',, Office of Consumer Affairs and Business Regulation } Re, , ="�.-- '�" I,, 1000 Washington Street -Suite 710 I ,,,..--,,,Q.5.„,__,,‘,-,-.= :ti`..�'a_— - .i Boston,MA 02118 I RUSTIC ELEGANCE*F v4 - DANA F.GREENE f 14. 4 1 345 CAMP STREET ---:- ---7— 4- g4,,,..era. �GG��.k' D - -$i UNIT 401 WEST YARMOUTH -,MA 02. Undersecretary Not valid without signature OSHA • 11-00607442,9 rWrYq,..tr coisc argegem.ztapewss ea e: o, rO]15t t#Ctf411,,a e ,an i' ., .�, This Gad issued to: Dana F. Greene StevenSt.Lazuent 5/17/2019 Trainer Num Date of Issue 0' YAoyTOWN OF YARMOUTH f4HEAtri: ;`,.,': LTH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: nn Building Site Location: 36, I I� Proposed Improvement: ` 0 LS) a1 isre . Applicant: a :4- . . - ?7 '212•-Zg�y .n- Tel. No.: �,/ I, Address: 231 (;� v, AJ,t�,r /`.rw4 e(,„ ww- dl j crate Filed:________?D7_Z. **/fyou would like e-mail notification of sign off please provide e-mail address: j4 h ct r e —cc . ,el- Owner Name: A.Jr e...) 6,yik5 Owner Address: 57 13ro j(-1" 7T' , r ck Nilo Owner Tel. No.1.6Z• 913• /433 I RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: Ci.",—... , DATE: /0 -a - 47/ PLEASE NOTE COMMENTS/CONDITIONS: - yiJILDING DEPARTMENT I ___________ Ate-�� RUSTI-2 OP ID: KF `..� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 10/20/2022 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 508-398-6060 CONrACT Bryden&Sullivan Insurance Bryden&Sullivan Ins Agency PHONE of Dennis Inc. (ac,No,Ext):508-398-6060 I FAX,No):508-394-2267 485 Route 134,PO Box 1497 E-MAIL So.Dennis, MA 02660 ADDRESS; Bryden&Sullivan Insurance INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:James River Insurance Company INSURED Rustic Elegance Inc INSURER B 231 Queen Anne Road INSURER C: Harwich,MA 02673 INSURER D 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 ADDL SUBR LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER /MM/DDYIEFF 1 (MM/DDrP1 LIMITS A X COMMERCIAL GENERAL UABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR 00122032-0 09/15/2022 09/15/2023 DAMAGE TO NTED 300,004 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIEi PER: GENERAL AGGREGATE $ 2,000,000 X POLICY JEQ f LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOS ONLY AUTOS HIRED NON-OWNED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ _ WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITYI STATUTE I I ER H ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N — OFFICER/MEMBER EXCLUDED? N/A E.L.EACH ACCIDENT $ (Mandatory in NH) If yes,describe under E.L.DISEASE-EA EMPLOYEE $ DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) American Zurich Ins Co to issue the Workers Compensation Certificate. 1 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Andrew Banks ACCORDANCE WITH THE POLICY PROVISIONS. 361 Main St. Yarmouth port,MA 02675 AUTHORIZED REPRESENTATIVE Bryden&Sullivan Insurance I ACORD 25(2016/03) ©1988-2015 The ACORD name and logo are registered marks ofACORD CORPORATION. All rights reserved. ACORD z : I j I \ . \ \ \ \ \ , \ } / \ 1 I , , { . 15 ;)�� or \ . • / r O;f \ § \ iiiri e4. j \ \ \ \/ j . , \ ; \ : ( « : / y/\ ) . \\ / • � ! \ \ / --- yw \ j } / } \ � \ � , } \ - ■ �\ , \ �0 e2� : \ ` } .. \ \ N % . . ' \ . II- }� \ / \; \ I \ , \ ; \ I \ \ \ y \ . .. y�wm. \ J ) \ ( .'!> 11 1111111111nffinliga •�\ \� \ , \ }• ' } \ k\\ `\ \ 01- \ :w 7\ \ ; ) r § ; d , d , @ a A ! : / ( I \ \ ' ! IT ` �1ƒ / Z1 \ 3j \ § ( 32§« \ % g ,n , e,.- , , ; , \ : \ \ } \ / »\, ; . - sae , , Wil : 1 . 111 ®\& a .: �` & • ® L \\ \ \ \ ; , \ ! . : ; : 9 » , j , ° - / § . \ L \\ � \ \ 4 .. . . . : . � \ � . . .. - � � . . . � e I1 III ` I I:' 1 A�4A. • dg 1 J8gi 0 1 i 1 8 I j o$ . 11 �1 11 O I 1-!11 1 r • i c. O r I1 O .--& I E� — #_ r . I '1 �t to I CJJ a�Z,l� IMMIIIIHIMME n 1 IDm y'' O d oDCD m H I j 1= m oa ti"7 I m z -- 1 Ot -3 a Zr.e+ I.- o- or' =t-am I I I I I , vi 7 (A:p o T I a m l !i C ) 4i ,r7 ry 6 � ojill I I I I 1 z 2,1f, ' a :iz.7C:C:H.:, :� t j' a rj' i � �M iG, ; 11 v —__:_-1--- .6,--- _,,...-1,-,:::: m • U-------' i r - 8 i L $ :MOM r1 t . ,tl Z -J g1 m ?�'• tffll i, ---,y : r, V • 7 ' 1 f 11, , r . III -.;71 : ' , 77,0 z. �J w a n • I , Ig. LT Ii • ,, 43 ,, I O II 1 r >� r I DII LIINnIIIIIIMi �1IIi , H " '$ .z . I; r X• a .3 T r., rc a RI �l ; I � i y7-i kTh s�bN < !I 2 t. �' aI , 1 , 11 , 1 ' I `z A 1 oI' ' i 1 ; i . ��" 1 1 z , --._., _i r i : "_ zw to EVERSrURCE Eversource Energy ENERGY247 Station Dr,Westwood,Massachusetts 02090-9230 July 12, 2022 Andrew Banks 58 Bronte St. San Francisco, CA 94110 RE: 361 Main St.,Yarmouth,MA 02675 To Whom It May Concern: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of July 12, 2022 the electric service to above address has been removed. Based on this information, there is no electric power at this address. If you have any questions,please contact us at 888-633-3797. Sincerely, Ms. Jurgil tcz Eversource Energy Electric Service Support Center t=1Loc. C .i-e- CC - r a+' q`i, WATER DEPARTMENT ' y� �x 0 0 g BUILDING PERMiT APPLICATION FOR WATER DEPARTMENT Sit:\ OFF TRANSMITTAL FORM , *-r- f [VII DING Si!F LOCATION: (" tC � r1 } 1 . �(v t"'2 t~�'��` Pc I PROPOSED WORK: Hjuse ie t!r ? -amu; f L,� Amp.4Prt._ ;\PPI I(',A\T: /'Wiiic Clef at-JC ADDRESS: 13/ t t.l = ''t %/ RCS' t :r-i,t;t '15 I t•I.PIIO\E: 5 &I-1j 7/If RI.SIDE\TEAL AND OR (.O\i\i1=R( I:Al BUILDING tv iter I)Cpartment: I)Cternnne'( tinlpliance of Water V\;Srlahiilt\ and or e\1„,!Irp, location F neineerinti Department: I)eternline>Compliance for Parking and I)r.nlla�g_c ( tiliser\ation Commission: Determines( t,mpltanee to Wetlands \et: 1 i it lot(s> border any type of tl et lands. streams. ponds. rid erN. ocean. hogs. ho\s. marshland. ET(. Ikihlt I)epartment: I)etennines('oniplianceto State and Inuit Regulations. 1 e. requirements kit Septage Disposal and tithed Puhlle I Ieahli .letitites F ire Department: I),-termines lninpliance to State and I turn Requirements for Personal 7 .ai.t . ' erty Protections, i.e Smoke Detectors, Sprinkler Systems.ete ji ,,,,,,,,T) ,r, ://:;')V.2-2- IPPi.K AtiT StC;. .\ RF. f I)1i OF E ICF. USE; ('OMMEN I S ON PERM! I ‘PPROVAI, OR DEN U. i r i ' i / i 11/ 'J /1't•1 in.'/j ,/" pc'yf/,� %�J Pi- i / '`yam /-- ,( ',�'! J f� --`j},—,,,L,---it, ' 1.-'4-/j k:S-J i i' .. .i L. fi s`-')'f.�- ife:i (..� k4'/b.�G.Z J ' '.�: f.[ /t'^' jam,.-.. } f REVIF IED BY WATER DIVISION(SIGNATURE) D. LE ' massDOT Charles D.Baker.Governor I / Karyn E.Polito,Lieutenant Governor Massachusetb Department of Trxrsportacion Jamey Tesler,Secretary of Transportation&CEO Highway Division Jonathan L.Gulliver,Highway Administrator 5-2021-0118 Utility-Abandon -Gas -Signoff National Grid Gas 40 Sylvan Road—E2.516 Waltham, MA 02451 Permit#5-2021-0118-Access Permit Sign Off SUBJECT:YARMOUTH -Route 6A-Work Location: 361 Main Street This letter is to inform you that work performed under Permit#5-2021-0118, Utility-Abandon -Gas, has been completed in accordance with MassDOT, Highway Division standards and the conditions of the Permit.The Permit is therefore signed-off as complete as of the"date of issue" listed on the signature page. As outlined in the Permit,the Grantee will remain responsible for the repair of any heaves,settlements,and/or potholes that may develop in the future within the work area.Certain permit conditions require the Grantee to maintain a performance bond for a specific time period. Sign-Off of this permit does not remove the grantee from any responsibilities for infrastructure or materials installed under the permit conditions that could not be inspected or may otherwise fail prematurely;such as signs, pavement markings, loam and seeded areas, plantings, etc.Where a drive has been installed,the Grantee is responsible for maintaining the apron portion of the drive located within the Right of Way and the sight distance approved in their approved design submission. Thank You, District 5,1000 County Street Taunton,MA 02780 Tel:(857)368-5000,FAX:(508)880-6102 www.mass.gov/orgs/highway-division Page 1of2 Building Specification Summary Property Organization Inspection Status 361 Main St Home Energy Raters LLC Results are projected Yarmouth, MA 02675 Chris Mazzola 508-833-3100 Main St 361 -YLe9raBL Main St 361 Pre Builder Dana Greene Building Information Rating Conditioned Area(ft2] 4,178.00 HERS Index 53 Conditioned Volume(ft5l 39,254.00 HERS Index w/o PV 53 Thermal Boundary Area[ft2] 9,783.00 Number Of Bedrooms 3 Housing Type Single family detached Building Shell Ceiling w/Attic I Windows(largest)I U-Value:0.3, SHGC:0.3 R41,HDF+LDF,2"+7.5",10x16,G1,C; U-0.03 Window/Wall Ratio 10.13 Vaulted Ceiling I Infiltration 12.7 ACH50 R41,HDF+LDF,2"+7.5",10x16,G1,C;U-0.03 Duct Lkg to Outside 160 CFM @ 25Pa(2.21 / 100 ft2) Above Grade Walls I R21,FG,6x16,G1; U-0.057 Total Duct Leakage I60 CFM @ 25Pa (Post-Construction) Found.Walls I R19,FG,6x16,G1;R-15 Framed Floors I R30,FG,10x16,G1; R-30 Slabs I R1OP; R-10 Mechanical Systems Heating Furnace•Natural Gas•95 AFUE Cooling Air Source Heat Pump•Electric• 19.6 SEER Water Heating Residential Water Heater•Natural Gas•0.92 Energy Factor Programmable Thermostat Yes Ventilation System 70 CFM,34.1 CFM•40 Watts,8 Watts Whole House Fan N/A Lights and Appliances Percent Interior LED 100% Clothes Dryer Fuel Electric Percent Exterior LED 100% Clothes Dryer CEF 2.6 Refrigerator(kWh/yr) 691.0 Clothes Washer LER(kWh/yr) 284.0 Dishwasher Efficiency 270 kWh Clothes Washer Capacity 4.2 Electric Ceiling Fan None Range/Oven Fuel Ekotrope RATER-Version 3.2.3.2970 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. ric' JVED TOWN OF YARMOUTH .; X02 1146 ROUTE 28. SOUTH YARMOUTH, MA 02664-4451 r_ Telephone(508)398-2231 E . 1292--Fax(508)398-0836 i -,-4" --:-- �' p j OLi.� IHF-ariiiu 1 r•; OLD KING'S HIGHWAY HISTORIC DISTRICT Ct'� f= APPLICATION FOR _.,.,_._ - -,_ ... _, .. ---.: ,e,._...— 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 ✓ Residential 1) Exterior Buildin Construction: _ New Building Addition ✓Alterations I Reroof 7Garage 1 1 Shed Solar Panels Other: 2) Exterior Painting: ✓ Siding _Shutters [7Doors l Trim f Other. 3) Signs/Billboards: New Sign _ -Change to Existing Sign 4) Miscellaneous Structures: LiFence ✓ Wall Flagpole Pool Other Please type or print legibly: Address of proposed work: 361 Route 6A,Yarmouth Port Map/Lot# 123.11 Owner(s): Andrew& Lauren Banks Phone#:262.993.1633 All applications must be submitted by owner or accompanied by letter from owner approving submittal of application. Mailing address: 58 Bront Street San Francisco, CA 94110 Year built: 1850 Email: andyebanks@gmail.com Preferred notification method: El Phone a Email Agent/contractor Dana Greene, Rustic Elegance Inc. _Phone#: 774.212.2984 Mailing Address: 345 Camp Street, West Yarmouth MA 02673 Email dana.grene@rusticelegance-cc.com Preferred notification method INI Phone Email Description of Proposed Work: See Attached Addendum Dana F Greene Digitally signed by Dana F Greene 3-1-2021 Signed(Owner or agent}: Date 202 03 19.24 42-05'00' Date. 1 - Owner/contractor/agent is aware that a permit is required from the Building Department (Check other departments.also; I . 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 oe later All new construction will be subject to inspection by OKH OKH-approved plans MUST be available on-site for framing&final inspections For Committee use CA•nlv: \ Approved Approved with Modifications Denied Rcvd Date. I{` Reason for Denial. I } APPROVED I Amount 0 C I I CashICK#1 CG-1- 1 OCT 2 5 2021 \•:\s*'—: `i Signed: Jj.' t-. .„�-- j Rcvd by , �4 �t . ' ARMOU T H I ®l1....-� 'i-.7/.01e ..e-.f �� OLD KING'S HIGHv�vAY 45 Days: ' I -I'�t , Date Signed: '''1,:'5 ' ' -t 1 APPLICATION#: 2—k t \ .fr/v„. TOWN OF YARMOUTH t# p 1146 ROUTE 28,SOUTH YARMOUTH,MASSACHUSETTS 02664-4451 Telephone(508)398-2231 Ext. 1292 Fax(508)398-0836 OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE WAIVER OF 45-DAY DETERMINATION The applicant/applicant's agent understands and agrees that due to the current declared National and State public health emergencies the determination of our Application for a Certificate of Appropriateness/Demolition/Exemption may not he 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,Hearings, Time for Making Determinations "As soon as convenient after such public hearing; but in any event within.forty-five (45) dais Idler 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. - Applicant pplication. "Applicant understands that the review of this application will be scheduled as soon as the situation alloys. Applicant/Agent Name (please print): Dana F. Greene Applicant/Agent signature: � �-"� `� _____ � Date: 9 21_._. [ APPROVED OCT 252021 YARMOUTH OLD KING'S HIGHWAY Application#: -L \ 5 3/2020 , 12 26! / BOHLIN NEILL H signature to certify properties Please use this this list of BOHLIN JAMIE G directly abutting and across the street from the parcel located at: 358 ROUTE 6A 361 Route 6A, Yarmouth'.Port; MA 02675 YARMOUTH PORT,MA 02675 Asssess•rs IN1E,gct 11 Andy �'-chado, Director of Assessing 123! 1? / DIPRETA ERIC October 8, 2021 1:;trik ��t j DIPRETA ELIZABETH I P vED 353 ROUTE 6A '�` f( YARMOUTH PORT,MA 02675 1 �t 202! OCD 123/ 11/ / / k/NG'S N r BANKS ANDREW PPROVED 58 BRONTE ST SAN FRANCISCO,CA 94110 OCT 252021 123/ 10/ ! I YARMOUTH FRIDAY CLUB OLD KING'S HIGHWAY PO BOX 151 YARMOUTH PORT,MA 02675 123/ 27/ I / FERRARO STEVEN W AHERN KAITLIN �-- �j V 485 HARRISON AVE APT 201 `( (_,, BOSTON,MA 02118 'v 1231 6! ! / O ak BRITT ELIZABETH L C/O BOURDEAU STEPHEN R 68 SYLVAN RD NEEDHAM,MA 02492 RECEIVED SEP 292021 SIGN SPECIFICATION SHEET YARMOUTH OLD KING'S HIGHWAY Project Address: Year Built: Check one: ❑ New Sign ❑ Addition/Alteration to Existing Sign COLOR CHIPS 17 Freestanding n Affixed to Building For Affixed Skins: Style of mounting fixture: Color: Brown Size of sign: Material: Wood Frame Composite Panel Lettering: Style Color(s): t� Please note sign placement on elevation(s)and attach full-color mockup(s)of proposed I APPROVED sign(s)including artwork and colors. OCT 2 5 2021 For Freestanding Skins: YARMOUTH OLD KING'S HIGHWAY Style of signboard: Flat w/ Vinyl Wrap Material: Composite Size: wide x ' Tall Color(s): Brown Lettering: Style Classic Color(s): Maroon Posts: Material Wood Color(s): Brown Height to crossbar(not to exceed 6'): 6' Single-faced: _ Double-faced: Please note sign placement on plot plan and attach full-color mockup(s)of proposed sign(s)including artwork and colors. For All Skins: Lighted: _ Yes C No Type/placement of lighting: Temporary placement during construction Screening of Lights: No Lights Additional information: ri(.1 /214 / !9 3 :i)6 /3rc-. ti fri uvfr, ;y / t , I/ w c.= X Vic, /%. / c c1/ �1�J Cifi `7 , i / / 4-,414 /Y�' (- (-0,;.5.-v4( 4/c r � 1 c e �t c Ll zr 1 kr 77 2-Sign APPLICATION#: OKai bu t hn - 0. 23 SIGN SPECIFICATION SHEET (c) Project Address: Year Built: Check one: ❑ New Sign ❑ Addition/Alteration to Existing Sign COLOR CHIPS 71. Freestanding Affixed to Building I APPROVED For Affixed Signs: ! OCT 252021 Style of mounting fixture: Color: Brown I( OLD KING YARMUTH SCHIGHW Size of sign: Material: Wood Frame Composite Panel AY Lettering: Style Color(s): Please note sign placement on elevation(s)and attach full-color mockup(s)of proposed sign(s) including artwork and colors. For Freestanding Signs: S# le of signboard: Flat-W/ Vinyl Wrap Material: p Com osite y g Size: 4' wide x 6' Tall Color(s): Brown Lettering: Style Classic Color(s): Maroon Posts: Material Wood Color(s): Brown Height to crossbar(not to exceed 6'): 6' Single-faced:Y Double-faced: Please note sign placement on plot plan and attach full-color mockup(s)of proposed sign(s) including artwork and colors. For All Signs: Lighted: ❑ Yes 151 No Type/placement of lighting: Temporary placement during construction Screening of Lights: No Lights Additional information: 2-Sign APPLICATION#: • Rustic Elegance, Inc. CAPE COD MILLWORK • CABINETRY • FURNITURE CONSTRUCTION SUPERVISION To: Yarmouth Old Kings Highway Historic Commission Attn: Grayce Rogers APPROVED Office Administrator APPROVED OCT 25 2021 RE: OKH Application For Appropriateness— YARMOUTH Banks Residence OLD KING'S HIGHWAY 361 Main Street Yarmouth Port, MA 02675 Date: September 08,2021 Scope Of Work Addendum: We are proposing a major renovation to the structure at 361 Main Street(OKH) in Historic Yarmouth Port MA. Landscaping • The existing hedge will remain mostly in-tact with a minor adjustments o Main entry gate will be shifted to align with the front door and the abandoned area will be replaced with new hedge o The existing tall shrubs and the turn into the private drive will be replaced with new hedges that match the main/front section of hedges. • New lamp posts and a new gates will be installed • A large cedar tree on the right side and a small tree on the left side will be removed • All foundation shrubs and plantings will be removed and replaced with new plantings • The existing driveway will be top dressed with a stone/shell mix Structure • We will be lifting all but the garage structure off of it's current foundation which is decaying brick and installing a new full poured concrete foundation and then setting the existing structure back down on its new foundation. • The exterior siding and roofing will be stripped and replaced • The roofline at the "main"front section of the structure is to remain in it's existing shape and location but be re-supported with new framing members and sheathing. • The roofline beyond the front main section will be significantly altered to allow for added living space over the center and garage sections • Dormers will be added to the center and garage sections to allow for code required headroom • The large dormer on the right side of the center section is to allow code required headroom at the newly created stairway. The existing stairway in the front section of the structure will remain as an Wednesday,September 08"',2021 www.rusticelegance-cc.com Page 1 of 3 'Rustic Tfegance, Inc CAPE COD =- APPROVED MILLWORK • CABINETRY • FURNITUR OCT CONSTRUCTION SUPERVISION 2 5 2021 YARIVOUTF, OLD KING'S HIGHWAY WINDOW SPECS The windows on the main(front) portion of the structure are existing and are to remain and be refurbished to a like new state. If a unit is beyond repair a new unit will be custom built to match existing styling and details. All units are to be painted white, interior&exterior. The windows on the secondary portions of the structure will be new construction units. These new units will be Elevate series by Marvin. The exterior materials for these units is Hy Density Fiberglass painted white. The sashes will be double pain glass and will have Non-Removable 7/8"Simulated Divided Light w/Spacer(grills between the glass). a,zT S Simulated Divided Lite with Spacer Bar (SDLS) y Paired.,.y,.tr ttc eater or of ti-e a a>s.a-�P=car bar s 'a1 e ! l�n`S<_,i.(eats f'rto a`1 ever.. t;}atcth to t'1e..4ut�'e"�',-� ) ce-1 Lite h: ti. - Wednesday,September 08th,2021 www.rusticelegance-cc.com Page 3 of 3 %, ^^ .� ApPOMCV Rustic Elegance, Inc. i OCT 25 2021 �� CAPE COD r fHhrJrC3UTH t \.__w.."___ �, ��f r'" LD KItV HI HWAY uu %h .. .,_;,e.'; it- ' -,........1.= _.44•410, _.= , . . -----: 1 -, - ., ,,:,,,,,,,.,:.,:-,-..-,i,:.-,,: , ,....,i;.;.> -...,, , , _ , ,,, __;.....,, i ..,._..,,-4,.. . ,.-,. , ..-. . .. t w ..,,,i0.1.,-,....: -,.....,- ,ii..;....:. -- 1,,,_:14:.;.1,_,:,-•:, ,i....„....::,..- ,1,...4,..., ...,„;st,.,... -.-_,,,,if.::::,. ,f,i:.„.4, ;vim —. : z � R T s .. i } Page I2 J \,..-. APPROVED Rustic Elegance, Inc. OCT 25 2021 CAPE COD , ' �1_ -�1' u u •+i- -� YARMOUTHOLD KIN H WAY I� ': allitika l jtp 44 ' .� it ._:.--_,I.-'..-'*" . ..` ��: '''..1';.,•,-*. s ,c ,_ ..•t Y .y- 1-eN, . Page 14 '(4) B«aeCascade' Illi Triple 1-3/4" x 16" VERSA-LAM® LVL 2.1E 3100 SP ENGWEERED WOOD PRODUCTS PASSED FB01 (Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. August 30, 2022 09:17:43 Build 8435 Job name: Banks File name: Dana Greene-361 Main Street Revised Address: 361 Main Street Description: First Floor Beam 1 City, State,Zip: Yarmouth Port, MA, 02675 Specifier: Customer: Dana Greene Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 B1 19-02-00 B2 Total Horizontal Product Length=19-02-00 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 4600/0 1383/0 B2, 5-1/2" 4600/0 1383/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 19-02-00 Top 24 00-00-00 1 First Floor Unf.Area(lb/ft') L 00-00-00 19-02-00 Top 40 10 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 26350 ft-lbs 47.0% 100% 1 09-07-00 End Shear 4865 lbs 30.5% 100% 1 01-09-08 Total Load Deflection L/479(0.46") 50.1% n\a 1 09-07-00 Live Load Deflection L/624(0.354") 57.7% n\a 2 09-07-00 Max Defl. 0.46" 46.0% n\a 1 09-07-00 Span/Depth 13.8 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 5-1/2"x 5-1/4" 5983 lbs n\a 27.6% Unspecified B2 Column 5-1/2"x 5-1/4" 5983 lbs n\a 27.6% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2009. Calculations assume unbraced length of Top: 00-00-00, Bottom: 18-02-00. User Notes This design is provided as a courtesy to the builder and does NOT guarantee a complete structural review of this project. Neither lateral nor seismic analysis has been considered.All bearing conditions, connections, spans, o.c.spacing, loading and product usages shall be verified by the builder and engineer of record. This design shall be reviewed,verified and approved by the builder, project engineer and local building department prior to ordering materials. Page 1 of 28 • tBoesec.ascade. - Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED E"OP EERED WOOD PRODUCTS FB02(Drop Beam) BC CALC®Member Report Dry I 2 spans I No cant. Build 8435 August 30,2022 09:17:43 Job name: Banks File name: Dana Greene-361 Main Street Revised Address: 361 Main Street Description: First Floor Beam 2 City, State, Zip: Yarmouth Port, MA,02675 Specifier: Customer: Dana Greene Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12 3 1 1 4 4 4 4 1 4 4 1 1 4 4 4 4 411 1 4 1 4 1 4 4 1 1 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J Jr B1 12-04-00 B2 12-00-00 Total Horizontal Product Length=24-04-00 B3 Reaction Summary (Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 4957/592 1140/0 0/60 B2, 5-1/2" 12865/0 3741 /0 386/0 B3, 5-1/2" 4846/663 2082/0 1407/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 24-04-00 Top 18 00-00-00 1 1st Floor Unf.Area(Ib/ft2) L 00-00-00 24-04-00 Top 40 10 11-00-00 2 2nd Floor Unf.Area(lb/ft') L 00-00-00 24-04-00 Top 40 10 -00 3 Reaction from FB10 at Conc. Pt. (lbs) R 02-02-00 02-02-00 Top 1171 1733 11-00n\a bearing B2 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 14704 ft-lbs 82.7% 100% 3 19-02-07 Neg. Moment -19222 ft-lbs 61.5% 100% 1 12-04-00 End Shear 5309 lbs 44.8% 100% 3 22-10-10 Cont. Shear 6960 lbs 58.8% 100% 1 13-06-10 Total Load Deflection U573(0.243") 41.9% n\a 3 18-06-06 Live Load Deflection L/674(0.213") 53.4% n\a 9 06-01-09 Total Neg. Defl. L/999(-0.046") n\a n\a 3 08-08-06 Max Defl. 0.247" 24.7% n\a 2 05-11-12 Span/Depth 12.1 Bearing Supports Dim.(LxW) Value Allow Su pow M pport Member Material B1 Column 5-1/2"x 5-1/4" 6097 lbs n\a 28.2% Unspecified B2 Column 5-1/2"x 5-1/4" 16606 lbs n\a 76.7% Unspecified B3 Column 5-1/2"x 5-1/4" 6928 lbs n\a 32.0% Unspecified Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2009. Calculations assume member is braced at all supports. See engineering report for the unbraced length. Page 3 of 28 Bo/seCascade Triple 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGENDERED WOOD PRODUCTS FB03(Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. August 30,2022 09:17:43 Build 8435 Job name: Banks File name: Dana Greene-361 Main Street Revised Address: 361 Main Street Description: First Floor Beam 3 City, State, Zip: Yarmouth Port, MA, 02675 Specifier: Customer: Dana Greene Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 k k 14-00-00 B1 B2 Total Horizontal Product Length=14-00-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1,5-1/2" 2800/0 801 /0 B2,5-1/2" 2800/0 801 /0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 14-00-00 Top 14 00-00-00 1 1st Floor Unf.Area(Ib/ft2) L 00-00-00 14-00-00 Top 40 10 10-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 11219 ft-lbs 53.6% 100% 1 07-00-00 End Shear 2958 lbs 31.2% 100% 1 01-03-00 Total Load Deflection L/336(0.472") 71.5% n\a 1 07-00-00 Live Load Deflection L/432(0.367") 83.3% n\a 2 07-00-00 Max Defl. 0.472" 47.2% n\a 1 07-00-00 Span/Depth 16.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 5-1/2"x 5-1/4" 3601 lbs n\a 16.6% Unspecified B2 Wall/Plate 5-1/2"x 5-1/4" 3601 lbs n\a 16.6% Unspecified Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (U360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2009. Calculations assume unbraced length of Top: 00-00-00, Bottom: 13-02-00. User Notes This design is provided as a courtesy to the builder and does NOT guarantee a complete structural review of this project. Neither lateral nor seismic analysis has been considered.All bearing conditions, connections, spans,o.c.spacing, loading and product usages shall be verified by the builder and engineer of record.This design shall be reviewed,verified and approved by the builder, project engineer and local building department prior to ordering materials. Page 5 of 28 ERE ,yr1111- -s Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED FB04(Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. August 30, 2022 09:17:43 Build 8435 Job name: Banks File name: Dana Greene-361 Main Street Revised Address: 361 Main Street Description: First Floor Beam 4 City, State,Zip: Yarmouth Port, MA, 02675 Specifier: Customer: Dana Greene Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 1 4 4 4 4 4 4 4 4 4 01 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 JV 15-02-00 B1 B2 Total Horizontal Product Length=15-02-00 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 3640/0 1422/0 555/0 B2, 5-1/2" 3640/0 1843/0 1178/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 15-02-00 Top 18 00-00-00 1 First Floor Unf.Area(Ib/ft2) L 00-00-00 15-02-00 Top 40 10 12-00-00 2 Reaction from FB10 at Conc. Pt. (lbs) R 05-00-00 05-00-00 Top 1171 1733 n\a bearing B2 Controls Summary Value %Allowable Duration Case Location Pos.Moment 18772 ft-lbs 58.8% 100% 1 08-01-07 End Shear 4588 lbs 38.7% 100% 1 13-08-10 Total Load Deflection L/354(0.487") 67.7% n\a 3 07-10-03 Live Load Deflection L/536(0.322") 67.1% n\a 6 07-10-03 Max Defl. 0.487" 48.7% n\a 3 07-10-03 Span/Depth 14.5 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 5-1/2"x 5-1/4" 5062 lbs n\a 23.4% Unspecified B2 Column 5-1/2"x 5-1/4" 5483 lbs n\a 25.3% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2009. Calculations assume unbraced length of Top:00-00-00, Bottom: 14-03-00. User Notes This design is provided as a courtesy to the builder and does NOT guarantee a complete structural review of this project. Neither lateral nor seismic analysis has been considered.All bearing conditions, connections,spans, o.c.spacing, loading and product usages shall be verified by the builder and engineer of record.This design shall be reviewed,verified and approved by the builder, project engineer and local building department prior to ordering materials. Page 7 of 28 Base C Double 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS FB06 (Flush Beam) BC CALC®Member Report Dry 11 span I No cant. August 30, 2022 09:17:43 Build 8435 Job name: Banks File name: Dana Greene-361 Main Street Revised Address: 361 Main Street Description: Second Floor Beam 2 City, State,Zip: Yarmouth Port, MA, 02675 Specifier: Customer: Dana Greene Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � k 12-09-00 B1 B2 Total Horizontal Product Length=12-09-00 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 1803/0 513/0 B2, 2" 1768/0 503/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 12-09-00 Top 10 00-00-00 1 2nd Floor Unf.Area(lb/ft') L 00-00-00 12-09-00 Back 40 10 07-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 6931 ft-lbs 49.7% 100% 1 06-05-04 End Shear 1926 lbs 30.5% 100% 1 01-01-00 Total Load Deflection L/383(0.389") 62.7% n\a 1 06-05-04 Live Load Deflection 0492(0.303") 73.2% n\a 2 06-05-04 Max Defl. 0.389" 38.9% n\a 1 06-05-04 Span/Depth 15.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 3-1/2"x 3-1/2" 2315 lbs n\a 25.2% Unspecified B2 Hanger 2"x 3-1/2" 2270 lbs n\a 43.2% Hanger Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2009. Calculations assume member is fully braced. User Notes This design is provided as a courtesy to the builder and does NOT guarantee a complete structural review of this project. Neither lateral nor seismic analysis has been considered.All bearing conditions, connections,spans, o.c.spacing, loading and product usages shall be verified by the builder and engineer of record.This design shall be reviewed,verified and approved by the builder, project engineer and local building department prior to ordering materials. Page 9 of 28 BoiseCascade" 11111 Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED ttTT//ENOINEEREO WOOD 4RCOLCTS FB07(Drop Beam) BC CALC®Member Report Dry 11 span I No cant. August 30,2022 09:17:43 Build 8435 Job name: Banks File name: Dana Greene-361 Main Street Revised Address: 361 Main Street Description: Second Floor Beam 3 City, State, Zip: Yarmouth Port, MA, 02675 Specifier: Customer: Dana Greene Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 [:?J k k 20-08-00 B1 B2 Total Horizontal Product Length=20-08-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 1256/0 1520/0 1427/0 B2, 3-1/2" 512/0 730/0 582/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 20-08-00 Top 18 00-00-00 1 Reaction from FB06 at Conc. Pt. (lbs) L 06-01-00 06-01-00 Top 1768 1877 2009 n\a bearing B2 Controls Summary Value %Allowable Duration Case Location Pos. Moment 20337 ft-lbs 55.4% 115% 3 06-01-00 End Shear 3509 lbs 25.8% 115% 3 01-03-06 Total Load Deflection L/310(0.783") 77.5% n\a 3 09-02-07 Live Load Deflection U546(0.444") 65.9% n\a 6 09-02-07 Max Defl. 0.783" 78.3% n\a 3 09-02-07 Span/Depth 20.4 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 5-1/4" 3532 lbs n\a 25.6% Unspecified B2 Wall/Plate 3-1/2"x 5-1/4" 1550 lbs n\a 11.3% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2009. Calculations assume unbraced length of Top: 00-00-00, Bottom: 20-00-00. User Notes This design is provided as a courtesy to the builder and does NOT guarantee a complete structural review of this project. Neither lateral nor seismic analysis has been considered.All bearing conditions, connections,spans, o.c.spacing, loading and product usages shall be verified by the builder and engineer of record.This design shall be reviewed,verified and approved by the builder, project engineer and local building department prior to ordering materials. Page 11 of 28 • scseci 1111Double 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS FB08 (Drop Beam) BC CALC®Member Report Dry 11 span I No cant. August 30, 2022 09:17:43 Build 8435 Job name: Banks File name: Dana Greene-361 Main Street Revised Address: 361 Main Street Description: Second Floor Beam 4 City, State,Zip: Yarmouth Port, MA, 02675 Specifier: Customer: Dana Greene Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 444444444444444404444444444444444 08-06-00 B1 B2 Total Horizontal Product Length=08-06-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 2040/0 551 /0 B2, 3-1/2" 2040/0 551 /0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 08-06-00 Top 10 00-00-00 1 2nd Floor Unf.Area(Ib/ft2) L 00-00-00 08-06-00 Top 40 10 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 4928 ft-lbs 48.7% 100% 1 04-03-00 End Shear 1930 lbs 30.6% 100% 1 01-01-00 Total Load Deflection L/769(0.125") 31.2% n\a 1 04-03-00 Live Load Deflection 0999(0.099") n\a n\a 2 04-03-00 Max Defl. 0.125" 12.5% n\a 1 04-03-00 Span/Depth 10.2 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 3-1/2"x 3-1/2" 2591 lbs n\a 28.2% Unspecified B2 Column 3-1/2"x 3-1/2" 2591 lbs n\a 28.2% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2009. Calculations assume member is braced at ends. See engineering report for the unbraced length. Connection Diagram: Full Length of Member b -�- -� d —� a • • • r.. e s- Page 13 of 28 . Ss�Call Triple 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED W ENGINEERED WOOD PRODUCTS FB09 (Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. August 30, 2022 09:17:43 Build 8435 Job name: Banks File name: Dana Greene-361 Main Street Revised Address: 361 Main Street Description: Second Floor Header City, State,Zip: Yarmouth Port, MA, 02675 Specifier: Customer: Dana Greene Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers V Jk / 03-09-08 B1 B2 Total Horizontal Product Length=04-04-08 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 1984/0 3340/0 B2, 3-1/2" 2155/0 3634/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 04-04-08 Top 14 00-00-00 1 Reaction from RB03 at Conc. Pt. (lbs) L 02-03-04 02-03-04 Top 4076 6974 n\a bearing B2 Controls Summary Value %Allowable Duration Case Location Pos.Moment 10825 ft-lbs 47.1% 115% 1 02-03-04 End Shear 5773 lbs 53.0% 115% 1 03-03-08 Total Load Deflection U999(0.054") n\a n\a 1 02-03-04 Live Load Deflection U999(0.034") n\a n\a 2 02-03-04 Max Defl. 0.054" n\a n\a 1 02-03-04 Span/Depth 4.9 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 3-1/2"x 5-1/4" 5324 lbs n\a 38.6% Unspecified B2 Column 3-1/2"x 5-1/4" 5789 lbs n\a 42.0% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2009. Calculations assume member is braced at ends. See engineering report for the unbraced length. User Notes This design is provided as a courtesy to the builder and does NOT guarantee a complete structural review of this project. Neither lateral nor seismic analysis has been considered.All bearing conditions, connections, spans,o.c.spacing, loading and product usages shall be verified by the builder and engineer of record.This design shall be reviewed,verified and approved by the builder, project engineer and local building department prior to ordering materials. Page 15 of 28 - Boise REoCa p UG S - Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEEFB10 (Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. August 30, 2022 09:17:43 Build 8435 Job name: Banks File name: Dana Greene-361 Main Street Revised Address: 361 Main Street Description: Second Floor Beam 5 City, State, Zip: Yarmouth Port, MA, 02675 Specifier: Customer: Dana Greene Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 404 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Jk / 15-06-08 B1 B2 Total Horizontal Product Length=16-01-08 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 3073/0 4948/0 B2, 3-1/2" 1171 /0 1733/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 16-01-08 Top 18 00-00-00 1 Reaction from FB09 at Conc. Pt. (lbs) L 02-07-00 02-07-00 Top 1976 3340 n\a bearing B1 2 Reaction from FB09 at Conc. Pt. (lbs) L 06-00-00 06-00-00 Top 1976 3340 n\a bearing B1 Controls Summary Value %Allowable Duration Case Location Pos. Moment 27807 ft-lbs 75.8% 115% 1 06-00-00 End Shear 7998 lbs 58.7% 115% 1 01-03-06 Total Load Deflection L/266(0.708") 90.4% n\a 1 07-01-04 Live Load Deflection U433(0.434") 83.2% n\a 2 07-01-04 Max Defl. 0.708" 70.8% n\a 1 07-01-04 Span/Depth 15.8 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 3-1/2"x 5-1/4" 8021 lbs n\a 58.2% Unspecified B2 Column 3-1/2"x 5-1/4" 2904 lbs n\a 21.1% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2009. Calculations assume unbraced length of Top:00-00-00, Bottom: 15-06-08. User Notes This design is provided as a courtesy to the builder and does NOT guarantee a complete structural review of this project. Neither lateral nor seismic analysis has been considered.All bearing conditions, connections,spans, o.c.spacing, loading and product usages shall be verified by the builder and engineer of record.This design shall be reviewed,verified and approved by the builder, project engineer and local building department prior to ordering materials. Page 17 of 28 • ,' BOise caste 111 Single 9-1/2" AJS® 25 PASSED ENGINEERED WOOD PRODUCTS J01 (Joist) BC CALC®Member Report Dry 12 spans I No cant. I 16"OCS I Repetitive I Glued&nailed August 30,2022 09:17:43 Build 8435 Job name: Banks File name: Dana Greene-361 Main Street Revised Address: 361 Main Street Description: Second Floor Joist City, State, Zip: Yarmouth Port, MA, 02675 Specifier: Customer: Dana Greene Designer: Kevin Lonkart Code reports: ESR-1144 Company: Mid Cape Home Centers 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 k ky k 20-03-08 05-00-00 B1 B2 B3 Total Horizontal Product Length=26-08-00 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 471 /2 117/0 B2, 5-1/2" 1180/0 295/0 B3, 5-1/2" 156/384 0/57 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft2) L 00-00-00 26-08-00 Top 40 10 16" Controls Summary Value %Allowable Duration Case Location Pos. Moment 2372 ft-lbs 44.2% 100% 2 08-10-03 Neg. Moment -2580 ft-lbs 48.0% 100% 1 20-11-12 End Reaction 589 lbs 50.1% 100% 2 00-00-00 Int. Reaction 1475 lbs 56.7% 100% 1 20-11-12 End Shear 558 lbs 48.1% 100% 2 00-05-08 Cont. Shear 796 lbs 68.6% 100% 1 20-09-00 Total Load Deflection L/530(0.466") 45.3% n\a 2 09-08-12 Live Load Deflection L/660(0.374") 72.7% n\a 5 09-08-12 Total Neg. Defl. L/999(-0.019") n\a n\a 2 23-02-02 Max Defl. 0.466" 46.6% n\a 2 09-08-12 Span/Depth 26.0 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 5-1/2"x 3-1/2" 589 lbs n\a 50.1% Unspecified B2 Wall/Plate 5-1/2"x 3-1/2" 1475 lbs n\a 56.7% Unspecified B3 Wall/Plate 5-1/2"x 3-1/2" 99 lbs n\a 8.4% Unspecified B3 Uplift 441 lbs BC FloorValue®Summary BC FloorValue®: Subfloor: 3/4"OSB, Glue+Nail Minimum Enhanced Premium Subfloor Rating: Premium Controlling Location: 09-04-13 Cautions Uplift of-441 lbs found at bearing B3. Page 19 of 28 • S Base Triple 1-3/4" x 24" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS RB01 (Roof Flush Beam) BC CALC®Member Report Dry 12 spans I L cant. August 30, 2022 09:17:43 Build 8435 Job name: Banks File name: Dana Greene-361 Main Street Revised Address: 361 Main Street Description: Ridge Beam 1 City, State,Zip: Yarmouth Port, MA, 02675 Specifier: Customer: Dana Greene Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers ° v 12 2 4 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 k V 1k 05-00-00 29-00-00 B2 B3 Total Horizontal Product Length=34-00-00 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B2, 3-1/2" 4414/0 7028/0 B3, 3-1/2" 4052/0 6470/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 34-00-00 Top 36 00-00-00 1 Roof Unf.Area(Ib/ft2) L 00-00-00 11-00-00 Top 15 30 10-00-00 2 Roof Trapezoidal(Ib/ft) L 11-01-00 Back 82 165 n\a 23-07-00 0 0 3 Roof Unf.Area(Ib/ft2) L 11-01-00 34-00-00 Front 15 30 05-06-00 4 Trapezoidal(Ib/ft) L 23-07-00 Front 0 0 n\a 34-00-00 75 150 5 Reaction from RB02 at Conc. Pt. (lbs) L 24-00-00 24-00-00 Top 1444 2707 n\a bearing B2 6 Reaction from RB04 at Conc. Pt. (lbs) L 23-09-00 23-09-00 Top 667 916 n\a bearing B1 7 Reaction from RB04 at Conc. Pt. (lbs) L 23-09-00 23-09-00 Top 667 916 n\a bearing B1 Controls Summary Value %Allowable Duration Case Location Pos.Moment 81559 ft-lbs 58.8% 115% 8 23-09-00 Neg. Moment -6081 ft-lbs 4.4% 115% 9 05-00-00 End Shear 9807 lbs 35.6% 115% 8 31-08-08 Cont. Shear 7966 lbs 28.9% 115% 9 07-01-12 Total Load Deflection U363(0.951") 49.6% n\a 8 20-00-08 Live Load Deflection 2xU429(-0.279") 55.9% n\a 11 00-00-00 Total Neg. Defl. 2xU269(-0.447") 67.0% n\a 8 00-00-00 Max Defl. 0.951" 95.1% n\a 8 20-00-08 Cant. Max Defl. -0.447" 44.7% n\a 8 00-00-00 Span/Depth 14.4 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B2 Column 3-1/2"x 5-1/4" 11442 lbs n\a 83.0% Unspecified B3 Column 3-1/2"x 5-1/4" 10522 lbs n\a 76.4% Unspecified Page 21 of 28 Ease o cascade. - Double 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENGINEERED WOOD PRODUCTS RB02 (Roof Flush Beam) BC CALC®Member Report Dry I 1 span I No cant. August 30,2022 09:17:43 Build 8435 Job name: Banks File name: Dana Greene-361 Main Street Revised Address: 361 Main Street Description: Ridge Beam 2 City, State, Zip: Yarmouth Port, MA, 02675 Specifier: Customer: Dana Greene Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 0 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A z 15-02-00 B1 B2 Total Horizontal Product Length=15-02-00 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 1468/0 2753/0 B2,2" 1444/0 2708/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 15-02-00 Top 12 00-00-00 1 Roof Unf.Area(Ib/ft2) L 00-00-00 15-02-00 Top 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 15183 ft-lbs 62.1% 115% 4 07-07-12 End Shear 3513 lbs 38.7% 115% 4 01-03-06 Total Load Deflection U284(0.626") 63.3% n\a 4 07-07-12 Live Load Deflection L/436(0.408") 55.1% n\a 5 07-07-12 Max Defl. 0.626" 62.6% n\a 4 07-07-12 Span/Depth 15.0 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 3-1/2"x 3-1/2" 4221 lbs n\a 45.9% Unspecified B2 Hanger 2"x 3-1/2" 4152 lbs n\a 79.1% Hanger Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(0240)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2009. Calculations assume member is fully braced. Page 23 of 28 EtE ENGINEERED o r5 Triple 1-3/4" x 20" VERSA-LAM® LVL 2.1E 3100 SP PASSED RB03 (Roof Flush Beam) BC CALC®Member Report Dry 12 spans I L cant. August 30,2022 09:17:43 Build 8435 Job name: Banks File name: Dana Greene-361 Main Street Revised Address: 361 Main Street Description: Ridge Beam 3 City, State, Zip: Yarmouth Port, MA, 02675 Specifier: Customer: Dana Greene Designer: Kevin Lonkart Code reports: ESR-1040 Company: Mid Cape Home Centers 0 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 k jr 05-04-02 27-02-12 63 B2 Total Horizontal Product Length=32-06-14 Reaction Summary (Down / Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B2, 3-1/2" 4076/0 6974/0 B3, 3-1/2" 2777/0 4847/0 Live Dead Snow Wind Roof Tributary Load Summary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 32-06-14 Top 30 00-00-00 1 Roof Unf.Area(Ib/ft2) L 00-00-00 32-06-14 Top 15 30 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 49229 ft-lbs 50.1% 115% 8 19-02-05 Neg. Moment -8144 ft-lbs 8.3% 115% 7 05-04-02 End Shear 6508 lbs 28.4% 115% 8 30-07-06 Cont. Shear 6968 lbs 30.4% 115% 9 07-01-14 Total Load Deflection L/351 (0.923") 51.3% n\a 8 18-10-10 Live Load Deflection 2xL/384(-0.334") 62.6% n\a 11 00-00-00 Total Neg. Defl. 2xL/252(-0.508") 71.3% n\a 8 00-00-00 Max Defl. 0.923" 92.3% n\a 8 18-10-10 Cant. Max Defl. -0.508" 50.8% n\a 8 00-00-00 Span/Depth 16.2 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B2 Column 3-1/2"x 5-1/4" 11050 lbs n\a 80.2% Unspecified B3 Column 3-1/2"x 5-1/4" 7625 lbs n\a 55.3% Unspecified Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Page 25 of 28 eoise � �casdR Double 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP ENGINEERED I PASSED J RB04(Roof Flush Beam) BC CALC®Member Report Dry� 1 span I No cant. Build 8435 August 30, 2022 09:17:43 Job name: Banks File name: Dana Greene-361 Main Street Revised Address: 361 Main Street Description: Structural Valleys City, State,Zip: Yarmouth Port, MA, 02675 Customer: Dana Greene Specifier Code reports: ESR-1040 Designer: Kevin Lonkart Company: Mid Cape Home Centers 7.8 12 l 4 4 4 4 4 4 4 4 l l 1 10 1 1 + 4 4 +4 4 4 4 44 44 44 44 4 1 4 1 ,Jr4 4 B1 17-00-00 k Total Horizontal Product Length=17-00-00 B2 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow B1, 2 667/0 Wind Roof Live B2, 3-1/2" 916/0 1250/0 1904/0 Load Summary Live Dead Snow Wind Roof Tributary Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 1Live 25% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 17-00-00 Top 14 1 Roof Trapezoidal(Ib/ft) L 00-00-00 Front 0 0 n\a 00-00n\ 2 Roof 17-00-00 90 180 Trapezoidal(Ib/ft) L 00-00-00 Back 0 0 17-00-00 Ma 150 Controls Summary Value %Allowable Duration Case Location Pos. Moment 9798 ft-lbs 40.0% 115% 4 09-06-09 End Shear 2982 lbs 32.8% 115% 4 16-08-08 Total Load Deflection L/345(0.691") 52.1% n\a Live Load Deflection L/581 (0.41") 41.3% 4 08-09-15 Max Defl. n1a 5 08-09-15 0.691" 69.1% n\a 4 08-09-15 Span/Depth 16.8 Allow Bearing Supports Dim.(LxW) Value Sport Memtuberber uport % 61 Hanger 2"x 3-1/2" Material 1583 lbs n\a 30.2% Hanger B2 Wall/Plate 3-1/2"x 3-1/2" 3153 lbs n\a 34.3% Unspecified Slope and Cut Length Slope Fascia Depth Horiz.Length Product Length Plumb Cut with Hanger to dbl.top plate 7.8/12 14-3/16" 17-00-00 20-11-00 Cautions Header for the hanger Hanger is a Double 1-3/4"x 11-7/8"LVL beam. Notes Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2009. Calculations assume member is fully braced. Page 27 of 28