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I 09 . /1 • I Till RE C E I ' 11, TWO FAMILY ONLY-BUILDING PERMIT " i Town of Yarmouth Building Department r . MA 02664-4492 APR Q 1 2022 w °� 1146 Route 28,South Yarmouth,1 1 -' _1 508-398-2231 ext. 1261 Fax 508-398-0836 BU _', n;- T i' 1 Massachusetts State Building Code,780 CMR 1 By �. ► •_' -'.. dermit Application To Construct, Repair, Renovate Or Demolish a One-or Two-Family Dwelling This Section For Official Use Oaly Building Permit Number: K U -22'0D51ia3 I Date Applied: I ;rh ci?"1( — .>1.>> Building Official(Print Name) • i ature Date (4 SECTION 1:SITE INFORMATION , Property Address: 1.2 Assessors Map&Parcel Numbers df..i 'A ,.A 1 l.la Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: LA r)0 1. Zoning District Proposed Use Lot Area(sq ft) Frontage(it) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Wate Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: / Public l PPrivate 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system 13 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' pwner'of Record: 1)a2�-� i i a �.wl;oi-4YGihnt s, lel G� a2-60 1 ame(Print) City,State,ZIP V 6 Sti8):: i-1/ , h 50g-369-560 1?c vkA7Qsap-cvdCCc1eec z�. cc No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK(check all that apply) New Construction X Existing Building 0 Owner-Occupied 0 1 Repairs(s) 0 Alterations ❑ Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify: t Brief Description of Proposed Work2: Ctli5}►,(4' Ct L 1255,P. Rant Iii- iJUL. 2 8 2022 3 )-NearoQM), c gJ)? bJhkvni c all in d4c,Cht+ ley2e. t1.'It dpi`.: r F,??'RIN i NT SECTION 4:ESTIMATED CONSTRUCTION COSTS. Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 000 1. Building Permit Fee:$ j Indicate how fee is determined: l � ' $i Standard City/Town Application Fee 2.Electrical $ 020 . ,;0 `) ❑Total Project Cost3(Item 6)x multiplier . . x 3.Plumbing $ /C- , C „J 2. Other Fees: $ (pC) C1 #*. Li ��, K� 4.Mechanical (HVAC) $ List: J 5.Mechanical (Fire n Total.All Fees:$ Suppression) $ (// /Ci 0 Check No. Check Amount: Casho t: 6.Total Project Cost: $ / 3_,,--- 10 0 0 Paid in Full SI Outstanding Balance ue:Y-3 5,77 i\ 2 c,, C cAl Irc c1c<DA) -- 3 b r. ov Y^k TOWN OF YARMOUTH *-4":°r HEALTH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET _ To he completed by Applican : ��A _Building Site Locatio011LOT �J& 7 W.f (A)p.S)-2hn Proposed Improvement: A ', I . a . .)II ° 5 ` i a w 3 kejlooms —0 RI) 60.0-nocrs_ , an ' , he ' ,y ° 5 Applicant:5kjc ( C01'61J- C i.oi 5ekt' QS - rbH O ri,tTpei. No.: 50? -36 X76 70 Address: ) 9'6 5>A6)rV LI() 4Yah S Mil 60f Date Filed: IA)// **lf you would like e-mail notification of sign off,please provide e-mail address.T 0 ,)--k 0 -a -b(Jck��fie cod d,co), Owner Nam 7l'i pipL/ Sh Owner Address: 1% /1,-)/ JM )-// hfi 5,,T H atvi Owner Tel. No.:50 2- 36 V- 56 o 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: RECEIVED (1.) Site Plan showing existing buildings, water line location, and septic system location; APR 0 ft ZOU (2.) Floor plan labeling ALL rooms within building HEALTH DEPT. (all existing and proposed) — J.dte: Floor plans not required for decks, sheds, windows, roofing; (3.) i'If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: DATE: c/-c) 43 ' d )--- PLEASE PLEASE NOTE COMMENTS/CONDITIONS: o ;y ._ TOWN OF YARMOUTH tt �+c WATER DEPARTMENT j 4' 99 Buck Island Road ��� »� West Yarmouth, MA 02673 Telephone: (508) 771-7921 • Fax: (508) 771-7998 BUILDING PERMIT APPLICATION FOR WATER DEPARTMENT SIGN OFF TRANSMITTAL FORM BUILDING SITE LOCATION:S5G-1 L,jp-- eivem (,UQ,Sleyb k 007-41. PROPOSED WORK:itiel J Go/1 /.04ibi 1 9.254p .1oMe t/vA 3 bediAronc, .21a moi, AVl oil-106110 lvvy 6, e• I C,, APPLICANT:6-Mi^_IDUC�C Corii 7111Gh c e,1 vrcLS ihC ADDRESS: 1.V-6 5c,c1.b(A->' Lk? g,Ll/2I) Aiiq60260 TELPHONE: 5Jig - gby- 506 /5ô� - g6 -03CA /5 - ev29 - 91L.3 RESIDENTIAL AND/OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water Availability and or existing location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Act; i.e. If lot(s)border any type of wetlands,streams,ponds,rivers,ocean,bogs,boys,marshland,ETC... Health Department: Determines Compliance to State and Town Regulations, i.e. requirements for Septage Disposal and other Public Health Activites Fire Department: Determines Compliance to State and Town Requirements for Personal Safety,Property Protections, i.e.Smoke Detectors, Sprinkler Systems,etc 04/052e,, <c APPLICANTSIGNA URE DATE OFFICE USE: COMMENTS ON PERMIT APPROVAL OR DENIAL �— /I — ZO2Z REVI ED WATER DIVISION(SIGNATURE) DATE "4'1'44 TOWN OF YARMOUTH } . WATER DEPARTMENT ,.4A y: 99 Buck Island Road `Te West Yarmouth, MA 02673 Telephone: (5081 771-7921 • Fax: (508) 771-7998 LETTER OF WATER AVAILABILITY DATE OF ISSUE: �1J. SINGLE DWELLING 4. COMMERCIAL/INDUSTRIAL 2. DUPLEX FAMILY DWELLING 5. OTHER(SPECIFY) 3. CONDOMINIUM DWELLING Reference: Massachusetts General laws Chapter 40,Section 54 Please be advices that the Town of Yarmouth public water supply is available to service address: c5 (A/e,)).- rte- (/ s)NP,14/ 2 Map: (O\ Parcel: /.:,G Issuance of this Letter of Availability is subject to the following provisions/restrictions: 1. The property owner agrees to comply with all federal State, and local Laws, Rules and Regulations as they pertain to the use of the public water supply. 2. The Yarmouth Water Department shall have exclusive rights as to the size,number,type and location of all water service lines,fire service or appurtenant items connected to the water distribution system. 3. The Yarmouth Water Department reserves the right to require,at the property owner's expense,the installation of water mains and appurtenant items to meet water demands requisites within any structure relevant to this Letter of Availability. 4. The Letter of Availability will expire 180 days from the date of issue I have read and understand the provisions/restrictions of this Letter of Water Availability 0CX0.0 i1 k0 ' . Representative of Yarmouth Department Owner's Name 4—CL Owner's Signature Water ept.Signature YARMOUTH WATER DEPARTMENT Residential Service Application TO BE COMPLETED BY pWNER/AGENT: C Application Date: 7 s/, J Phone/Day 5o s -S-29 - 913 off-fZc Contact Name: "Rd0f1`)O P/140 n/(�" '/Phone I Evening s - 36 9 " 56`"1 0 iedoto TO THE YARMOUTH WATER DEPARTMENT: I hereby submit an application for a residential water service to be located at: Map#: 0") Lot#: Unit#: House#: " Street: We 51- VP•Ct)' /4,5)-PA �C I hereby agree to pay all charges for the same and will comply with all federal, State and Local Laws, Rules and Regulations as they pertain to the use of the Public Water Supply. Should a police road detail be required, I further agree to pay all costs associated with police road detail.The Police Department has the sole authority regarding the need for such a road detail. Further, I will hold harmless the Town of Yarmouth Water Department,their agents and employees against all claims,damages,losses and expenses resulting from injury to or destruction of tangible property including but not limited to shrubs,trees and fencing during the installation,relocation or rehabilitation of any Municipal water service. Further, water service excavations will be restored to a rough grade condition. Complete landscaping will be the responsibility of the property owner or owner's agent at the property owner's expense. Yarmouth Water Department policy requires that a water service over 125 feet in length shall be a minimum of 2 inches in diameter. A Variance to Water Service Re l irements is available withththe approval of the Water Superintendent. Owner/Agent name: O Y ' P1 r i 5Jh).0)- 2 /Owner/Agent(Type or Print) Address: I/% 5� r7 City, State&Zip )/yhhi 5 j /9 o_,9601 BILL COST OR WORK TO: (TYPE OR PRINT) Name: Address: - City, Street&Zip Owner/Agent Signature FOR OFFICE USE ONLY: To Field: Pole#: Service#: -- Cross Street: Service Installer: Cross Street: Digsafe#: ❑ New Service 0 Cut and Cap 0 Relocation 0 Replacement 0 Other(specify) Comments: --- H:\Water\YWD Shortcut Only\YWD\YWD Fonns\2013 Residential service application.doc YARMOUTH WATER DEPARTMENT Residential Service Application *Individual applications and water services are required for each unit within a dwelling/building. USE Number of Units Condo Dwelling* Duplex Dwelling Other(specify) 5i1.71f- f mil}' /Olt II. APPURTENANCES Number of Units Lawn Sprinkler VO 3 ZAGS Fire Sprinkler A/O Separate Fire Services NO Fire Pump Swimming Pool NN�� Other(specify) N(7 III. FIXTURES (how many) Number of Units Sinks 3 Toilets Bath Tub I Shower `h/IJ DhkotAA,h Garbage Disposal NS7 IV. WATER CONSUMPTION Average Daily Consumption Peak Hourly Consumption Sinks Toilets Bath Tub I Shower Garbage Disposal V. ARCHITECT I ENGINEER I Architect's Name: �1/�►✓�C M Cit`n Address: IVa I ker/5on Ave Cit State&Zi S?LV E� 'PYi h M �D i Y. P / � 9D Phone#: Engineer's Name: Address: City, State&Zip Phone#: H:\Water\YWD Shortcut OnIy\YWD\YWD Forms\2013 Residential service appiication.doc { ,, c: TOWN OF YARMOUTH �► I, 1146 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS 02664-4451 w►tiw n s Ece, Telephone(508)398-2231,Ext. 1250—Fax(508)760-4830 Engineering and Surveying Division Building Permit Review Residential and/or Commercial Buildings Name of Applicant: 51-0/19- ()CAC CohS 4 A oh Selvices Telephone or Email Address: h)(C p,/I f,Co s�����k C..192,Cod. COM Proposed Building Location: 66 (A/g4 U i- 4 L c tkr) 12d Date Submitted: 094 42/4 Requirements for review: Please submit one(1)copy of plans,to include: 1. For Residential: Site Plan showing proposed and/or existing buildings, proposed contours with bench mark,water service location, and septic system location. For Commercial: Site Plan showing details required by the Zoning By-law and revisions required by Site Plan review,if any. Note: Site plans must be signed and stamped by a Licensed Professional Land Surveyor and Engineer or Sanitarian. 2. House or Building- Floor Plan(s) and Elevation Plan(s) 3. One(1) copy of application. • Ama �� Dbr+br47M.... a ina 7/20/2022 DN:m./ureMe lYne,o-EnyreainB gNabn. YanMfh DPW. Lima Reviewed By: D'�11 °��'�" Date: Wigt21Q.2-42- PLEASE NOTE Comments/Conditions:Discharge gutter to drywells. Retain stormwater on site during and post construction. Suggest swales or other mitigation measures. Printed on Recycled Paper I . Home Energy Rating Certificate Rating Date: Registry ID: Projected Report Ekotrope ID: kl.Z1g5G2 HERS® Index Score: Annual Savings Home: Your home's HERS score is a relative West Great Western Rd 55 performance score.The lower the number, Yarmouth, MA 02664 the more energy efficient the home.To Builder: learn more, visit www.hersindex.com *Relative to an average U.S.home Starbuck Your Home's Estimated Energy Use: This home meets or exceeds the Use[Mstu] Annual Cost criteria of the following: Heating 39.3 $686 2018 International Energy Conservation Code Cooling 0.4 $26 2015 International Energy Conservation Code Hot Water 10.2 $169 2012 International Energy Conservation Code Lights/Appliances 16.9 $907 2009 International Energy Conservation Code Service Charges $0 2006 International Energy Conservation Code Generation(e.g.Solar) 0.0 $0 Total: 66.9 $1,788 HERS Index Home Feature Summary: Rating Completed by: —r.— Home Type: Single family detached ,s, Model: N/A Energy Rater:Chris Mazzola Existing 100 Community: N/A RESNET Ip 8873503 Homes 170 Conditioned Floor Area: 1,689 ft2 Rating Company: Home Energy Raters LLC 120 Number of Bedrooms: 3 180 State Rd,Suite 2U Sagamore Beach MA 02562 Reference 'to Primary Heating System: Furnace•Natural Gas•95 AFUE 508-833-3100 Home 200 PrimaryCoolingSystem: Air Conditioner•Electric•13 SEER 90 Y Rating Provider: Energy Raters of Massachusetts b Primary Water Heating: Residential Water Heater•Natural Gas•0.97 UEF 2 Woodlawn Street Amesbury,MA 01913 70 House Tightness: 2.2 ACH50 978-270-3911 .•••,••. 60 mmosint Ventilation: 56 CFM•8 Watts �4 ,, ,1 S0 Duct Leakage to Outside: 50 CFM O 2SPa(296/100 ft2) l h. 40 This Home Above Grade Walls: R-21 "' `"'"""�E; w '}�� r"f m Ceiling: Vaulted Roof,R-43 �^ 10 Window Type: U-Value:0.28,SHGC:03 Zero Energy Hoome 0 Foundation Walls: N/A Chris Mazzola,Certified Energy Rater dellkw Le"rx.Ty Framed Floor: R-30 Date:2/11/22 at 11:15 AM 01011.ISKI IIe kot ro„e Ekotrope RATER-Version:3.2.3.2832 M The Energy Rating Disclosure for this home is available from the Approved Rating Provider. This re..rt does not constitute an warran or•uarantee. Building Specification Summary Property Organization Inspection Status West Great Western Rd Home Energy Raters LLC Results are projected Yarmouth,MA 02664 Chris Mazzola 508-833-3100 West Great Western Rd-kill q5G2 West Great Western road Pre Builder Starbuck Building Information Rating Conditioned Area[ft2] 1,689.00 HERS Index 55 Conditioned Volume[fN] 21,818.00 HERS Index w/o PV 55 Thermal Boundary Area[fts] 6,190.30 Number Of Bedrooms 3 Housing Type Single family detached Building Shell Ceiling w/Attic I None Windows(largest)IU-Value:0.28,SHGC:0.3 Vaulted Ceiling IWindow/Wall Ratio 0.12 R43,HDF+LDF,2"+86,10x16,G1,C;U-0.029 Infiltration 12.2ACH50 Above Grade Walls 1R21,FG,6x16,G1;U-0.057 Dud Lkg to Outside10 CFM Q 25Pa(2.96/100 ft=)Found.Walls None Total Duct Leakage i 50 CFM @ 25Pa(Post-Construction) Framed Floors I R30,FG,10x16,G1;R-30 Slabs 1 None Mechanical Systems Heating Furnace•Natural Gas•95 AFUE Cooling Air Conditioner•Electric•13 SEER Water Heating Residential Water Heater•Natural Gas•0.97 UEF Programmable Thermostat Yes Ventilation System 56 CFM•8 Watts Lights and Appliances Percent Interior LED 100% Clothes Dryer Fuel Electric Percent Exterior LED 100% Clothes Dryer CEF 3.4 Refrigerator(kWh/yr) 691.0 Clothes Washer LER(kWh/yr) 284.0 Dishwasher Efficiency 270 kWh Clothes Washer Capacity 4.2 Ceiling Fan None Range/Oven Fuel Natural Gas Ekotrope RATER-Version 3.2.3.2832 All results we based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. Ventilation You are required to meet the requirements of ASHRAE 62.2. There are three general options. Exhaust only(bath fan on timer or 24 hour low speed), Supply only(more typical in commercial fresh air brought into the return). Or Balanced (HRV or ERV) brings in the same amount of air that is exhausted but transfers and recovers energy. Budget(homes <-2.,000 sq. ft. or less,budget system) 1) Exhaust only with a fan that has controls built in (low speed 24 hour fan low speed setting, a delay that keeps it running after someone leaves the bath. (depending on actual CFM you may need or want to split the load between two fans). Examples a. https://www.broan-nutone.com/en-us/product/ventilationfans/ae5O 11 Odd b. https://na.panasonic.com/us/home-and-building-solutions/ventilation-indoor-air- quality/ventilation-fans/whispergreenr-selecttm-fan-50-80-110-cfm 2) Exhaust only with a wall switch control a. https://www.aircycler.com/pages/smartexhaust b. https://www.broan-nutone.com/en-us/accessory/82w Best Having a balanced system allows you to filter incoming air and ensure there is adequate exchange. Broan has a nice HRV or ERV system that uses DC motors and self-balances. It is sized to be adequate for most homes HRV https://www.broan-nutone.com/en-us/product/freshairsystems/b110h65rs ERV https://www.broan-nutone.com/getmedia/b7fa97a7-b1a4-4b26-badf-aba9305000d4/Spec- Sheet-B130E65.pdf?ext=.pdf Video https://www.youtube.com/watch?v=zW-rtQI2esM There are lots of vendors to look at but Broan has done a nice job managing energy consumption and noise. Some systems will have fresh in and stale out of every room but the price can be significant. The final ASHRAE calculations are done when we have measured the blower door. In some situations you may need to supplement with an additional bath fan. TOWNOF YARMOUTH Administration DEPARTMENT OF PUBLIC WORKS Engineering MATTACHEr 74 TOWN BROOK ROAD, WEST YARMOt'TH,MA 02673 Buildings&Ground Telephone(508)398-2231 ext. 1250 Fax(508)771-7998 Highway Waste Management Water July 6, 2022 Starbuck Construction Services 67 Willow Avenue Hyannis, MA 02601 OWNER'S NOTIFICATION OF ASSIGNMENT STREET ADDRESS CHANGE Assessor's Map: 109 Parcel: 12 Current Street Number: 54 West Great Western Road,South Yarmouth 02664 With agreement by the Police and Fire Departments,the street number(s) for the parcel(s) identified below as assigned by the Yarmouth Department of Public Works: New Street Number(s): / 54 West Great Western Road, South Yarmouth 02664 Lot 1 as identified in the ANR Plan 2937 signed September 1,2021 Map Parcel assignment 109.12 ,66 West Great Western Road, South Yarmouth 02664 Lot 2 as identified in the ANR Plan 2937 signed September 1,2021 Map Parcel assignment 109.12.1 70 West Great Western Road,South Yarmouth 02664 ‘y Lot 3 as identified in the ANR Plan 2937 signed September 1,2021 Map Parcel assignment 109.12.2 Please refer to the attached Chapter 71 (Numbering of Buildings)of the Code of the Town of Yarmouth to find number placement, time limit and associated penalty for failure to comply. Aman• : ima, '.E. Town Engineer Cc: Assessor's Department Planning Board Board of Appeals Police Department Building Department Tax Collector Fire Department Town Clerk Health Department Water Division USPS Post Master Town GIS & MassG1S Divisions Enclosures: Chapter 71 (Numbering of Buildings) of the Code of the Town of Yarmouth; ANR plan SECTION 5: CONSTRUCTION SERVICES Construction Supervisor License(CSL) esfn _ 1,0(-141 Iv/V.202_3 obelro m►'7 1 Ft MA9 1 (7j' License Number Ex iration Date Name of CSL Holder / 1 I 1 6 ()()C'� Y7 , h List CSL Type(see below) No.and Street Type Description I'r Oth h)' !j NI n o.9601 U Unrestricted(Buildings up to 35,000 cu.ft.) Cilj/Town,State,ZIP p Restricted l&2 Family Dwelling Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances ' -, 9--5690 120b rb(,cKCoti9m .(" I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) ,200616?), .29��.9 ` '-i -buck 60144)-uckWI Syv ceS i}iC HIC Registration Number Expiration Date I(i �omp r HIihegistrant Name /� �p.and Street ` r1'0 65e4M4 IiGirdC,PectrI.COrh n �111� . i D,96o 1' 562.-$-21.,9,{3[1 Email address Ct`y/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(IYI.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes le No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTORCCAPPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authoriz%_71"Aihb&Gk COh ShJ id r l7)- 5 P ri' pc ;1- to act on my be lf,in all matters relative to work authorized by this building permit application. //— Print Owner's Name(El oni • ature) Date • SE ON 7b: OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this .l'ca'o is true and accurate to the best of my knowledge and understanding. 4/oV-�.z Print Owner's or Authorize. :.1. is ame(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.aov/oca Information on the Construction Supervisor License can be found at www.mass.aov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) . i t C,.c Habitable room count --4-- Number of fireplaces I Number of bedrooms ," Number of bathrooms qz Number of half/baths C) Type of heating system Ak +tic PLC—I (y-c li Number of decks/porches I Type of cooling system vt Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" • The Commonwealth of Massachusetts — / Department ofIndustrial Accidents = 1 Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.gov/dia Y'orkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH TUE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): 5-1-C1>r61C K C Or/ ��Y V i C S r h t!i Address: f �b sC)c buy 9 D,h City/State/Zip:M6 hh i Com(O Phone#: 508 - `36 - 56 b Are you an employer?Check the appropriate box: Type of project(required): l.[di am a employer with 5 employees(full and/or part-time)." 7. 121/New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in any capacity.[No workers'comp.insurance required.] 8. ❑Remodeling 3.0 1 am a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on property.mY I will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole ii.❑Electrical repairs or additions proprietors with no employees. 12.Q Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have workers'comp.insurance.t 1.3. Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. I4.❑Other 152,§I(4),and we have no employees.(No workers'comp.insurance required.] *Any applicant that checks box in 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(/(4^3 Policy#or Self-ins.Lie.#: 5TtzU( 5 Ord Expiration Date: 1 1/0 1/02.2 Job Site Address: 511 ltiQ,S eol )2S-1-2}.0 City/State/zip: h f1'J j� / Attach a copy of the workers' con p nsation policy declaration page(showing the policy number and expiration �v� ) Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify un r he .'ins and penalties of perjury that the information provid d above is true and correct. Signature: Date: 0 1�-•2.2 Phone#: 509 - 3 6 - .6 0 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: bh - N VA) d TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-223E1 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 34 t'tl t5)-- 611A), w 2s) rh Pc) Work Address Is to be disposed of oat the following location.4Q(�uh 0) )/ k)1 h Pi hci 1 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Ch. 111, §150A. Signature of Ap 'cation Date Permit No. Commonwealth of Massachusetts Division of Occupational Licensure Board of Building R ulations and Standards Constructio is �q�pervl�r�l &2 Family CSFA-106261 it * Eipires: 10/11/2023 • ROBERTOMAIIA t`' p 176 SUDBURY �� i 163 HYANNIS Ml ' , I; Commissioner d,i e. K. tmr a. . r- ✓4e Cooyr,!ewanzeAerza g/✓!/b�tikk�c�c�el�1' Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only 9Corporation before the expiration date. If found return to: Expiration Office of Consumer Affairs and Business Regulation 12/27/2022 1000 Washington Street -Suite 710 STARBUCK CO. _:= $ RVICES,INC. on,MA 02118 ROBERTO MAIA dg# 176 SUDBURY W >,;_G ;:>`' � � ,f, '4 HYANNIS,MA 02601-'4.-- Undersecretary Not valid with ature AE._,-ORN_co? CERTIFICATE OF LIABILITY INSURANCE DATE(M31f21YYY) 12/31/21 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). PRODUCERME� JIM HINDMAN • Schlegel&Schlegel Ins Broker PtAtcca,No,ExtI: 508-771-8381 FAX No): 508471.0663 34 Main Street ADDRESS: schlegelinsurance©gmail.com West Yarmouth,MA.02673 INSURERS)AFFORDING COVERAGE NAIC IS • INSURER A: NGM INSURED INSURER B: GUARD STARBUCK CONSTRUCTION SERVICES INSURER C: NGM INC ..INSURER D:' 176 SUDBURY LANE HYANNIS,MA 02601 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. )NSR TYPE OF INSURANCE ADDLBUHR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSD WVD (MM/DDIYYYY) (MMIDD/YYYY) X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE 10 IED CLAIMS-MADE a OCCUR PREMISES lEaEN occurrence) $ 500,000 MED EXP(Any one person) $ 10,000 A MPP4687E 10/31/21 10/31/22 PERSONAL A.ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY El jECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ COMBINED SINGLE LIMIT AUTOMOBILE UABILRY (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ — OWNED —SCHEDULED BODILY INJURY(Per accident) $ _ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ _ AUTOS ONLY AUTOS ONLY (Per accident) $ X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 1,000,000 C EXCESS UAB CLAIMS-MADE CUP4687E 10/31/21 10/31/22 AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X STATUTE OTH- ER B ANY EXCLUD D9 ECUTIVEY� N/A STWC237508 11/01/21 11/01/22 E.L.EACH ACCIDENT $ 100,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S 100,000 If yea,describe under DESRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached It more space Is required) INSURANCE COVERAGE IS LIMITED TO THE TERMS,CONDITIONS,EXCLUSIONS AND OTHER LIMITATIONS AND ENDORSEMENTS OF THE POLICY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. -a AUTHORIZED REPRESENTA 0 198; ' ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of •- a �'4 TOWN OF YARMOUTH RECEIV OUT ,MA 02664-4451 1 = Telephone(508)398-2231 Ext.c., 1146 ROUTE 28,SOUTH .1292—Fax(508)398-0836 {.C Oaf I'' N c 'S HIGHWAY HISTORIC DISTRICT COMMITTEE` YI.lhiiv„..)u ir, OLD KING'S HI AY APPLICATION FOR CERTIFICATE OF APPROPRIATENESS Application is hereby made for issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts of 1973 as amended,for proposed work as described below&on plans,drawings,photographs,&other supplemental info accompanying this application. PLEASE SUBMIT 4 copies OF SPEC SHEET(S),ELEVATIONS PHOTOS,&SUPPLEMENTAL INFORMATION. Check All Categories That Appl : Indicate type of Building: Commercial --gi Residential 1)Exterior BuildA Construction: New Building E Addition Iterations Reroof El Garage OShed Solar Panels Other: 2)Exterior Painting: Siding Shutters DI DoorsTrim Other. RECEIVED 3)Signs/Billboards: 1:21.Nery.,3j9n Change to ting Sign . Flagpole ( 4)Miscellaneous Structures: Fence Wall ( ' 1 Pool (lOther: S MAR 152022 lFla (� Ll Please type or print legibly: (1 1) f 1` �`` 7 l g l ii J }ti f. ,A I�7 M E NT Address of proposed work:,2()Tr#2 ( (9H.04 lass- l-h t� Map/Lot#.' Brt"!-r J Owner(s): �� e.K Cot)5).)-t.IG 'i*on . ,Yv(Q I h Phone#:50$ -369 " 1Cj 0 All applications must be submitted by owner9or ac�compani by letter from owner approving submittal of application. Mailing address: ii P ' '1 L�1 f'ryGt11�l i S� r [.26O. Year built: Email062)419 60 K 'z pe✓Ct�.GOh►Preferred notification method: El Phone ® Email AgeM/contractor. eWO frlf (7 j� Phone#: 561 - 22e -03O Mailing A cess: 6 clk'1 iii //yGiht?is ,Pu 11 0.960j Email(Nel/0t+0 fi)S)Ct)- c2 Gc f .C Preferred notification method: E •Phone [1 Email Description of Proposed Work: 5 ucA- ck I, s t J )41 -,9 rot hr _, ff bh+e 3 bedNOpms ao�ts, ah 4,4ezh ed �- bA, i ,, I? 9 Signed(Owner or agent): Date: ;C /+l > Owner/contracdoragent is aware that a perm . requ �� �-Jfrom the Building Department.(Check other departments,also.) > If application is approved,approval is subject to 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. For Committee use only: i" pproved Approved with_Modifications Denied Rcvd Date: ,21? ?6,1 Reason for Denial: Amount ✓S i 1r� Cash/CK#: tto 1CC� /���/� /' �,�i Rcvd by: r.t.J Signe : _:.�.:. %iG :.: ' ' ` -"mit, 1r .-2i i 45 Days: r! -'72Date Signed: 3/'`r� 2 e'L z-, VL -1.4' ,,* ,' 1 APPLICATION#: I 01.Y. TOWN OF YARMOUTH i -- OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE 1 146 ROUTE 28.SOUTH YARMOUTH.MASSACHUSETTS 02664-4451 Telephone(508)398-2231 Ext1292 Fax(508)398-0836 STATEMENT OF UNDERSTANDING CHANGES TO AN OLD KING'S HIGHWAY APPROVED PLAN As property owner/contractor/agent for construction at 1-01 0.2 e ) 6/94, ttieS4eiti Map/Lot k Oh h 2 C/A# ??--kp;t ' Approval Date: 41 yJ I certify that I understand the following requirements regarding any changes that may be required for this project: In accordance with paragraph 2(a) of section 1.03(General Procedures) of the OKH 972 CMR Rules and Regulations: Only minor changes may be approved by the Committee without the filing of a new application and a new hearing. Minor changes include alterations that can be done without a detrimental impact on the overall appearance of the project such as altering a single window or door change or a minor change of colors. All minor changes by amendment will require the local Committee's or its designee's approval. All changes to previously OKH approved plans require notification to and approval from the local OKH Committee. Change requests must be submitted to the Committee in writing on the appropriate request form,which may be obtained from the OKH office. All change approvals must be obtained before incorporating the change into the project. If the change has been implemented prior to receipt of OKH approval, a Minor Change approval or Certificate of Appropriateness application for the revised plans is still required and will result in a doubled filing fee for the appropriate category of work. Failure to comply with the above statements will result in the Building Department issuing a stop-work order or delaying issuance of an Occupancy Permit or final inspection approval. I have read and understand the above statements. Date: /4V2,° 4 2 Signed: (Owner/Contractor/Agent) Signed: J . ;.,s' (Chairman Old's Highway Committee) H''OKH COMMITTEE1App cation Forms`5lateman*of Understanding 2015 dock Updated 12:2015 GENERALLSPECIFICATION SHEET Project Address: .i ZA i br1,61+ (A )e54-ern Rd FOUNDATION:Material: (..-<1^,ery C.A-12-`C'_- Exposure(Not to exceed 18'): (f) CHIMNEY:Material/Color: A)0 K L GUTTERS:Material/Color: 1,��cA 61 ,A ROOF:Material: asU. Pitch(7112 min)8�t - �I� eig o Ri g : � t t e<L, Height t id a Color: (Ai SIDING:Material/Style:Front: 13{- /..� 411 'Sides/Rear: 42)C-SkvtotIQ,S COLOR CHIPS Color:Front: G, Q0,t.. Sides/Rear: C'..k ems.it_ TRIM: All windows&dpgrs to be trimmed with: 1x5 (Circle one.) Material: FliC / 42.a Color t.,..) Ad r _ D . DOORS: Qty:,. 3 Material: c-N,`6.t 145S Color: 4,. c___ t f ,: ',7. m 2022 Style/Size(if not listed/shown on elevations): YAiliViuuEri STORM DOORS:Qty: 0MILD KINGS HtOHWAY Material: t Color: , '.+r GARAGE DOORS:Qty: r2 Mat' ` e I S`Style:C"- s o or: (� I . WINDOWS: Qtvlside::Front: is Left . Right: LI Rear. R. Color: (-Ai k 1.-e.1.-e.Manufacturer/Series: PO t trk Material: L t vt(y I 1 Grilles(Required: Pattern(6/6,2/1,etc.) Grille Type:True Divided Lite: Snap-In: __ Between Glass:.(01 , Permanently Applied: „[,Exterior Interior STORM WINDOWS: Qty: O Material: Color: SHUTTERS: Matt: 0 Style:Paneled Louvered Color: SKYLIGHTS:Qty: 0 Fixed Vented /SizeColor: s _:° DECK:Size: 3 1('t D Decking Mat'I: t a'/e k-/ / ()Jr". Color: �5-+ Railing Mat'l 4o Aft Style: Color: ` WALLS/FENCES'(Max 6'height): Height: Mat'I: 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: (Li of 1- Screening: LIGHTS:Qty: Style: { / '. Color: 4-1— Location(s): 1 a...e.,n. LIGHT POSTS:Qty: 0 Material: Color: Location(s): Additional information: 2-General 2� t ' APPLICATION#, «1157:0),,,, TOWN OF YARMOUT 1146 ROUTE 28,SOUTH YARMOUTH,MASSACHUSETTS 02664-44 M �� �� Telephone(508)398-2231 Ext.1292 Fax(S08)398-0836 - OLD KING'S HIGHWAY HISTORIC DISTRICT COMMI i E h? < / ' 4 WAIVER OF 45-DAY DETERMINATION OLDK� �' ra 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 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,Hearings, Time for Making Determinations "As soon as convenient after such public hearing; but in any event within forty-live (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." Applicant understands that the review of this application will be scheduled as soon as the situation allows. Applicant/Agent Name(please print. ' 6UYI Applicant/Agent signature: \4\ Date;, / ;2 .i�.9 • Application#: 2)—A 3t202o TOWN OF YARMOUTH OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE i ABUTTERS' LIST Applicant's(Owner)Name. r)bef114H j il ' uh;()- Property Address/Location k'e oreti# u.)-v-h R+ ('y Hearing Date: t"'fl),Oh 111Th Notices must be sent to the Applicant and abutters (including owners of land on any public or private street or way)who's property directly abuts or is across the street from the Applicant. Please provide the Assessor's Tax Map and Lot numbers only. The OKH Office will send out notices using the addresses as they appear on the most recent applicable tax list. Note:Instructions for obtaining the abutters Map and Lot numbers can be found on the Old King's Highway Department page on the Town website:www,varmouth.ma.us Map Number Lot Number Applicant Information: i{}I t 2- Abutter Abutter Information: 1°q 11 1u1 5:/ I0q 5• I"7 1 Q� -71 L V i. 100 /3 Application#: s ''('.9 8.2018 3 Sears, Tim From: Sears, Tim Sent: Friday,April 15, 2022 4:21 PM To: 'roberto@starbuckcapecod.com' Cc: Lima,Amanda Subject: 4 West Great western Rd U( Roberto, I have reviewed your application and there are some items needed. 1. Health Department sign off(under review) N.2. Engineering sign off to include street numbers.There can not be multiple lots with the same street address. 3. 2 copies of plans%" scale size 110mph checklist or stamped plans ---�5. Copy of Planning Board approval for lots 6. Site plan needs to show compliance with table 203.5 of the Yarmouth Zoning Bylaw Please submit these items for review This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application fora permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been / pursued in good faith" You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100,within 45 days of this notice. Timothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@yarmouth.ma.us a f AQtR `X...1s *` ., a{ , � a� i ray4,� $' P �Y" ,y� v d. v ya ' a, `a r y i' ,.'F y' ,, /..,'.',.:, x"e 4 , :I, y�' 't,k + >. .4$, 'a � ,* .a,; 1,--44+ -..- '' " . ` 4. • ' 47, x, 6 2» w, t al ' ; k �",yy % ( 4 TMCd`^ ,:...-...4r"»"^ . 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Q'A „ ' 'y 1�Gr�" 'g r"ni 7',41: ;4 T ,..,..•1�! 39#" ar YyY ,� W x� r ,4 r4or 'ajg Er , ,� pt . „ ,:',.'ii,.?,:. a ~; C8'' ✓*,I w ” O s 4Y # � `. 4P Wc g" ` 1 ` •" s-:� a :� T , &y``kr .. Q e441; t ; ,: r�' f,;',',:::' ' r , -".--- .Ss.' . *k � • : t;;;` F, ',.' tiN ' '44ors$'A 1 , ' 09/8 AQ'ES vi .tia : yd 510.10:3111114.2A. g r J L= 11%6b t".7 a O` '- Y^ z, 8b ' 5D.� 1s187.A �a�R7w CO,� r n m. 293791. , It,�oO2' , „ .` ,.. ,, T,g2� ��' "� LAN[ APPUCATIGN DATE..AUGUST:20 202}'. } ' ^ � A' "a 7 .I 1119Q ^; A' ' ' 1 CER #Y THAT THE q 4t IIS ON r OJIBE.T2lE s.AME,HOw,A3 ---,,,..7=''',77,„' r a THE OrWO"a/� StIRV!Y g ,� ':11"' u ., , a .. y,� 4.----- :, „� , ,iso' " is n", p DATE ,,PROFE8$101i*L L N p D FOO 3'$' , a x, .,..„,„,.,,,.i.,,,,,,, Apt 4 " of Y 4. - i f 4 , AS PREPARED FOR' Ii Y.B. ,44444:''` RE ABLAi LIWNG TRUST Y tOU'PH F� BOARD 'SCALE 1,7„.50 AUGUST II. 2021 ENDORSEMENT.fS NOT A DETERMINAI ON,AS BEINd A 1s0N OF THE PARCEL ..0 25' +„ 100 j f.,-,:..,,,,!,'140' r'``200 ", ,. TO CO APL Nt TO ZONtNC REGULATIONS 't BEH ONa 075 t 1 BA : „i .R 1r t ,.a , J "7 ! CERTIFY THAT CHIS PI,/W WAS EIRANN,FROM7N4 r!1CTUAL SUR Y'ON 1NE�TUCCET ROAD ' � = � 'W,- ,� � GROUND 1N ACCdRDA►iCE'WFT11aTFiE�LAND CdfJRTN15TRUC110NS ` �_ P.0.80X 713' �,���`,`' `^ � � '4:5'1 OR BETWEk?!PARCH 25, 20 t AU(4J3T 1. SOUTH OENNlS.* ASS -} }t '.' ,.3�"-' r�r , �N _,..+k" " "4 1.„4 ,..,;',,,` ." fAx' soay 38 t , kY8300r=00 4oe&. , Town of Yarmouth,MA Page t of 1 Town of Yarmouth,MA Wednesday,May 22 2019 Chapter 71 . Buildings, Numbering of [HISTORY: Adopted by the Annual Town Meeting of the Town of Yarmouth 4-7-1981 by Art. 16.111 Amendments noted where applicable] GENERAL REFERENCES Subdivision of land—See Ch. 171. Plot plans—See Ch. 218. [1] Editor's Note:This chapter was derived from Section 11.01 of the Town of Yarmouth Bylaws and was originally adopted 3-10-1964. § 71-1 . Legible number required. Every building in a public place or private way within the Town of Yarmouth shall be provided with a clear and legible street number placed in such manner as to be clearly visible from such ways. § 71-2. Determination of numbers. The Town Engineer shall determine the street numbers to be assigned to all buildings located on public or private ways. § 71-3. Affixing of numbers; time limit. [Amended 4-11-1984 by Art. 35, approved 6-1-1984] All street numbers shall be affixed to the front of the buildings within one year of the effective date of this chapter. All new buildings erected or located in the Town must have street numbers affixed by the date of occupancy. § 71-4. Penalty. [Amended 4-20-1982 by Art. 27, approved 8-10-1982] Any person who fails to comply with the provisions of this chapter or who unlawfully removes, defaces or changes a number affixed to a building under this chapter shall be punished by a fine of not more than$300 for each offense. https://www.ecode360.com/printJYA0698?guid-9083256&children-true 5/22/2019 Lfiet4Alit OsusTAINABLE FoRimy TNE A Weyerhaeuser 220 Occidental Ave.S.,Seattle,WA 98104 888-453-8358 x6131 March 24, 2022 Allan Fleck Jr. Falmouth Lumber 670 Main St. East Falmouth,MA 02536 Subject: Tech Call#: 131152 54 Great Western Rd. Yarmouth,MA Attached are Trus Joist®structural member calculations for the referenced project. The attached calculations were prepared using accepted design values for Trus Joist® products and software analysis in conformance with accepted engineering practices. With respect to design values for Trus Joist® products as well as conditions of use,and design and installation guidance, please refer to International Code Council Evaluation Reports ICC-ES ESR-1153 and ESR-1387; ICC reports can be obtained via the Internet at www.icc-es.org. The attached calculations are provided as a supplement to the work of the project designer. The product application, input design loads,dimensions and support information have been provided by Allan Fleck Jr.—Falmouth Lumber. I have not reviewed the project plans or field conditions. The proper authority is to review the calculation inputs and confirm they are consistent with the intent of the overall building design. If the attached calculations are not consistent with the building design,they should be rejected or returned to us to be corrected. The calculations apply only to Trus Joist® products for the referenced project. Uniformly loaded joist members verifiable through product literature span charts may not have been included in this package. Neither the undersigned engineer nor Weyerhaeuser NR Company is acting as the engineer of record for the referenced project. Weyerhaeuser warrants that the sizing of its products as set forth in the calculation will be in accordance with Weyerhaeuser product design criteria and published design values. Please call if you h. Cordially, OWJAEON G'n 3 SHUMAKER Jason O.Shum PP CIVIL Digitally signed by Jason Shumaker 1Y0.53219 DN:c=US,st=New Jersey,I=Marlton,o=Weyerhaeuser, Region Enginee`o, 9F t. c44, ou=Product Support Engineer,rn=JasonShumaker, � ir7�' � email=JasonShumaker@Weyerhaeuser.com Date:2022.03.24 07:44:05-04'00' Signed for attached Javelin® Member Calculations dated: 3/23/2022 2:07:45 PM File name:Starbuck Lot 2 Great Western ` ,%JAVELIN Member Report r t w a r e by W e e r h a e u Label:M5-2 I Design Tag:i4349 Design Passed 2 piece(s)of 1 3/4"x 9 1/2"2.0E Microllam®LVL Member Type:Beam I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described 471 J 1. ,Ir .L J J, .. J, J, J, J, ,I,44 X 1 2 ii vi tF3 't4 t171W 4' Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 12'1 1/8" Member Drawing Not to Scale Design Results: Design CI Location Allowed Result LDF Load Combination-(Load Growl Critical Reaction 329 lb(d 2 3/4" 6322 lb(4.25") Passed-5% - 1.0 D+1.0 L-(0) Shear 237 lb©10'10 3/8" 6318 lb Passed-4% 1.00 1.0 D+1.0 L-(0) Moment 813 lb-ft @ 6'0 1/16" 11775 lb-ft Passed-7% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.03"@ 6'0 1/16" 0.39"L/360 Passed-U999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.04"@ 6'0 1/16" 0.58"L/240 Passed-U999 - 1.0 D+1.0 L-(0) Design Notes: Top Edge Bracing(Lu):Top compression edge must be braced at 12-01-00 o/c based on loads applied,unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 12-01-00 0/c based on loads applied,unless detailed otherwise. Supports: Maximum Loads to Supports Support Start:End Req'd Beg Source Dead Floor Live Roof Live Snow 1 0":4 1/4" 1.5" F3(i2) 121 lb 221 lb - - 2 11'7 7/8":12'1 1/8" 1.5" M3-3(i4260) 108 lb 175 lb - - Loads: Maximum Loads on Member Do Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":12'1 1/8" - Self Weight 9 lb/ft - - - Uniiform 0":4 1/4" - FC1 Floor Decking 33 lb/ft 109 lb/ft - - Uniform 4 1/4":11'7 7/8" - FC1 Floor Decking 9 lb/ft 30 lb/ft - - Point 11'7 7/8":- - FC1 Floor Decking - 1 lb - - Point 11'9 3/16":- - FC1 Floor Decking 2 Ib 6 Ib - - Errors,Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. •The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions.Some loads may have been modified to simplify reporting. •Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:V7.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 1 of 2 Yarmouth,MA 1 of 16 • 'JAVELIN ' Member Report sof[ware nv Weicrnuouser Label:M5-2 I Design Tag:i4349 Design Passed 2 piece(s)of 1 3/4"x 9 1/2"2.0E Microllam®LVL Member Type:Beam I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details and trademark information available at wy.com/woodproducts. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:V7.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 2 of 2 Yarmouth,MA 2 of 16 JAVELIN Member Report software ui Wcrerna Label:M4-3 I Design Tag:14307 Design Passed 3 piece(s)of 1 3/4"x 9 1/2"2.0E Microllam®LVL Member Type:Beam I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described L________,Li_________,L______L_______i_________4_______,L_ -L_______—L_____J—____L -1,_ i I !\f ii'' 2 2616'. 15'41!6 41A- 1511- Building 811'Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 15'11" Member Drawing Not to Scale Design Results: Desian ft Location Allowed Result la Load Combination-(Load Group). Critical Reaction 7239 lb @ 1 1/8" 103161b(2.62") Passed-70% - 1.0 D+1.0 S-(0) Shear 7208 lb @ 1'0 1/8" 10898 lb Passed-66% 1.15 1.0 D+1.0 S-(0) Moment 13891 lb-ft @ 2'0 1/4" 20312 lb-ft Passed-68% 1.15 1.0 D+1.0 S-(0) Live Load Deflection 0.36"@6'9 3/8" 0.52"U360 Passed-U524 - 1.0 D+1.0 S-(0) Total Load Deflection 0.62"@6'10 9/16" 0.78"U240 Passed-L/304 - 1.0 D+1.0 S-(0) Design Notes: Top Edge Bracing(Lu):Top compression edge must be braced at 15-10-00 o/c based on loads applied,unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 15-11-00 o/c based on loads applied,unless detailed otherwise. Supports:, Maximum Loads to Supports Suaoort Start:End Read Br'q Source Dead Floor Live Roof Live Snow 1 0":2 5/8" 1.84" M2-3(i4253) 2776 lb 421 lb - 4458 lb 2 15'6 3/4":15'11" 1.5" F11(i10) 599 lb 434 lb - 628 lb Loads: Maximum Loads on Member Toe Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":15'11" - Self Weight 14 lb/ft - - - Uniform 0":15'11" - FC1 Floor Decking 16 lb/ft 53 lb/ft - - Point 2'0 1/4":- - SSCoI1(i132) 2899 lb - - 5086 lb Errors,Warnings.&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions.Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:V7.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 1 of 2 Yarmouth,MA 3 of 16 6-'JAVELIN Member Report Label:M4-3 I Design Tag:14307 Design Passed 3 piece(s)of 1 3/4"x 9 1/2"2.0E Microllam®LVL Member Type:Beam I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details and trademark information available at wy.com/woodproducts. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:V7.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 2 of 2 4 of 16 Yarmouth,MA J A V E L I N Member Report Label:M1-3 I Design Tag:14262 Design Passed 3 piece(s)of 1 3/4"x 11 7/8" 2.0E Microllam®LVL Member Type:Beam I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described 1_.-- �- s_- __.__ _ ,___ 1_- ,__ 1 _�f,__---_1__l y .L l L J.I d Li I 1I P TT T '1 T T T T T T I f T I 1 41 1 1 1 _ 1 1 1 ., U .,•i. .,1 1 1,7 2 ` y vt irr �4.4 4' 18'4• x Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 13'4" Member Drawing Not to Scale Design Results: Design A Location Allowed Result L� Load Combination-(Load Group) Critical Reaction 6823 lb @ 2 1/2" 15750 Ib(4") Passed-43% - 1.0 D+0.75 L+0.75 S-(1) Shear 6309 lb @ 1'3 7/8" 13622 lb Passed-46% 1.15 • 1.0 D+0.75 L+0.75 S-(1) Moment 16857 lb-ft @ 7'2 1/2" 26772 lb-ft Passed-63% 1.00 1.0 D+1.0 L-(1) Live Load Deflection 0.25"@ 6'8" 0.43"L/360 Passed-L/608 - 1.0 D+1.0 L-(1) Total Load Deflection 0.38"@ 6'8" 0.65"L/240 Passed-L/403 - 1.0 D+1.0 L-(1) Design Notes: "Top Edge Bracing(Lu):Top compression edge must be braced at 13-04-00 o/c based on loads applied,unless detailed otherwise. "Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 13-04-00 0/c based on loads applied,unless detailed otherwise. Supports: Maximum Loads to Supports Support Start:End Reg'd Br'g Source Dead Floor Live Roof Live Snow 1 0":4" 1.73" F8(i1) 2433 lb 3638 lb - 2235 lb 2 13'0" :13'4" 1.73" F11(i10) 2436 Ib 3652 Ib - 2235 Ib Loads: Maximum Loads on Member Type Start:Endombine Source Dead Floor Live Roof Live Snow Self Weight 0":13'4" - Self Weight 17 lb/ft - - - Uniform 8 3/4":1'11 1/4" - TSBIk1(i4363) 2 lb/ft 5 lb/ft - - Uniform 8 3/4":1'11 1/4" - TSBIk1(i4203) 1 lb/ft 2 lb/ft - - Uniform 8 3/4":1'11 1/4" - TSBIk1(i4334) 1 lb/ft 2 lb/ft - - Uniform 1'4":12'0" - Smoothed Load 84 lb/ft 291 lb/ft - - Uniform 11'4 3/4":12'7 1/4" - TSBIk1(i4363) 2 Ib/ft 5 lb/ft - - Uniform 11'4 3/4":12'7 1/4" - TSBIk1(i4306) 1 lb/ft 2 lb/ft - - Uniform 11'4 3/4":12'7 1/4" - TSBIk1(i4246) 1 lb/ft 2 lb/ft - - Tapered 0":13'4" - Smoothed Load 74 To 77 lb/ft 289 To 289/-19 - - To-19 lb/ft Point 3/4":- - TSBIk1(i4363) 10 lb - - - Point 8":- - J1(i4226) 101 lb - - - Point 1'7 1/2":- - TSBIk1(i4203) 418 lb - - 745 lb Point 1'7 1/2":- - TSBIk1(i4363) 418 lb - - 745 lb Point 1'7 1/2":- - TSBIk1(i4334) 418 lb - - 745 lb Point 11'8 1/2":- - TSBIk1(i4363) 418 lb - - 745 lb Point 11'8 1/2":- - TSBIk1(i4306) 418 lb - - 745 lb Point 11'8 1/2":- - TSBIk1(i4246) 418 lb - - 745 lb Point 12'8":- - TS1(i4338) 97 lb 324 lb - - Point 13'3 1/4":- - TSBIk1(i4363) 10 lb - - - File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:V7.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 1 of 2 5 of 16 Yarmouth,MA "JAVELIN ' Member Report wo,orn.,c.,er Label:M1-3 I Design Tag:i4262 Design Passed 3 piece(s)of 1 3/4"x 11 7/8" 2.0E Microllam®LVL Member Type:Beam I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described Errors,Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions.Some loads may have been modified to simplify reporting. 'Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details and trademark information available at wy.com/woodproducts. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:V7.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 2 of 2 Yarmouth,MA 6 of 16 6iJAVEFLIN Member Report oft 0, W e Label:M3-3 I Design Tag:i4260 Design Passed 3 piece(s)of 1 3/4"x 9 1/2"2.0E Microllam®LVL Member Type:Beam 1 Level:FIRST FLOOR Product is Sufficient for Application and Loads Described . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IIII 1-_1 Al 1 1 1 1 2 3 4 5 4' T17/8" 4314" T 0 114' 4 314" 8'It 518' •d• T 8 518' 2 318' 30'8114' Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 30'6 1/4" Member Drawing Not to Scale Design Results: Design a Location Allowed Result LDF Load Combination-(Load Grouol Critical Reaction 17303 lb @ 22'6 1/4" 22838 lb(6") Passed-76% 1.0 D+0.75 L+0.75 S-(0) Shear 3870 lb @ 6'8 3/8" 9476 lb Passed-41% 1.00 1.0 D+1.0 L-(0) Moment -6205 lb-ft C@ 7'8 1/4" 17662 lb-ft Passed-35% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.06"@ 3'8" 0.25"L/360 Passed-L/999 - 1.0 D+1.0 L-(0) Total Load Deflection 0.08"@ 3'8" 0.37"L/240 Passed-L/999 - 1.0 D+1.0 L-(0) Design Notes: 'Top Edge Bracing(Lu):Top compression edge must be braced at 30-06-00 o/c based on loads applied,unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 30-06-00 o/c based on loads applied,unless detailed otherwise. Supports:, Maximum Loads to Supports Support Start:End Req'd Br'Q Source Dead Floor Live Roof Live Snow 1 0":4" 1.5" F6(i5) 904 lb 2159/-256 lb - - 2 7'S 7/8":7'10 5/8" 2.31" Pt2(i15) 2634 lb 6143 lb - - 3 14'10 7/8":15'3 5/8" 2.08" Pt2(i16) 2225 lb 5701 lb - - 4 22'3 1/4":22'9 1/4" 4.55" Pt1(i17) 7176 lb 4879 lb - 8596 lb 5 30'3 7/8":30'6 1/4" 1.5" Pt2(i18) 744 Ib 2586/-237 Ib - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live 1.12.__w Self Weight 0":30'6 1/4" - Self Weight 14 Ib/ft - - - Uniform 23'8":26'2" - TSRim1(i4225) 1 lb/ft 4 lb/ft - - Uniform 23'8 3/4":24'11 - TSBIk1(i4357) 1 lb/ft 4 lb/ft - - Uniform 25'0 3/4":26'2" - TSBIk1(14357) 1 lb/ft 4 lb/ft - - Point 1'0" :- - J5(14236) 424 lb 907 lb - - Point 2'4":- - J5(i4211) 396 Ib 900 lb - - Point 3'8":- - J5(i4238) 396 lb 900 lb - - Point 5'0" :- - J5(i4218) 396 lb 900 lb - - Point 6'4":- - J5(i4220) 396 lb 900 lb - - Point 7'8":- - J5(i4361) 396 lb 900 lb - - Point 9'0" :- - J5(14304) 396 lb 900 lb - - Point 10'4":- - J5(14315) 396 lb 900 lb - - Point 11'8":- - J5(14207) 396 lb 900 lb - - Point 13'0" :- - J5(i4358) 396 lb 900 lb - - Point 14'4":- - J5(i4223) 396 lb 900 lb - - Point 15'8":- - J5(14212) 396 lb 900 lb - - Point 17'0" :- - J5(14300) 396 lb 900 lb - - Point 18'4":- - J5(i4050) 396 lb 900 lb - - File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:V7.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 1 of 2 Yarmouth,MA 7 of 16 6i- JAVELIN ' Member Report s"re.,.,,e 6. wero.nauuse, Label:M3-3 I Design Tag:14260 Design Passed 3 piece(s)of 1 3/4"x 9 1/2" 2.0E Microllam®LVL Member Type:Beam I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described Point 19'8":- - J5(i4248) 396 lb 900 lb - - Point 21'0" :- - J5(i4257) 387 lb 853 lb - - Point 22'0 1/2":- - J6(i4252) 68 lb 226 lb - - Point 22'5 3/8":- - BM1(i1929) 4760 lb 257 lb - 7895 lb Point 22'6 1/4":- - M6-2(i4359) 755 lb 126 lb - 700 lb Point 23'8":- - J7(i4286) 124 lb 415 lb - - Point 25'0" :- - J7(i4312) 137 lb 456 lb - - Point 26'2":- - TSBIk1(i4357) - 1 lb - - Point 26'3 3/4":- - M5-2(i4349) 108 lb 175 lb - - Point 26'6 5/8":- - J6(i4231) 125 lb 417 lb - - Point 27'8":- - J3(i4055) 270 lb 901 lb - - Point 29'0" :- - J3(14249) 277 lb 924 lb - - Point 30'4":- - J3(i4323) 277 lb 924 lb - - Errors.Warnings,&Notes: 'If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. 'Analysis and Design has been performed using precision loading from actual modeled conditions.Some loads may have been modified to simplify reporting. •Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details and trademark information available at wy.com/woodproducts. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. 0 SUSTAINABLE FORESTRY INITIATIVE File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:V7.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 2 of 2 Yarmouth,MA 8 of 16 JAVELIN Member Report surcxare u, Wc,ernaeuser Label:M2-3 l Design Tag:i4253 Design Passed 3 piece(s)of 1 3/4"x 9 1/2" 2.0E Microllam®LVL Member Type:Beam I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 4 5 2318" 76114" 4314" 7'6114' 43/4" 6'11' 43/4" 71518' 4" 30'9314" Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 30'9 3/4" Member Drawing Not to Scale Design Results: Design(51 Location Mowed Result LDF Load Combination-(Load Group) Critical Reaction 11688 lb @ 15'10" 18118 lb(4.76") Passed-65% - 1.0 D+0.75 L+0.75 S-(1) Shear 3736 lb @ 6'11 1/8" 9476 lb Passed-39% 1.00 1.0 D+1.0 L-(1) Moment -6479 lb-ft @ 7'11" 17662 lb-ft Passed-37% 1.00 1.0 D+1.0 L-(1) Live Load Deflection 0.07"@ 3'9 3/4" 0.26"L/360 Passed-U999 - 1.0 D+1.0 L-(1) Total Load Deflection 0.09"@ 3'9 3/4" 0.39"L/240 Passed-U999 - 1.0 D+1.0 L-(1) Design Notes: *Top Edge Bracing(Lu):Top compression edge must be braced at 30-10-00 o/c based on loads applied,unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 30-10-00 0/c based on loads applied,unless detailed otherwise. Supports: Maximum Loads to Supports Support Start:End Req'd Br'q Source Dead Floor Live Roof Live Snow 1 0":2 3/8" 1.5" Pt2(i18) 588 lb 2097/-281 lb - - 2 7'8 5/8":8'1 3/8" 2.27" Pt2(i19) 2025 lb 6661 lb - - 3 15'7 5/8":16'0 3/8" 3.07" Pt2(i20) 4106 lb 5641 lb - 4458 lb 4 22'11 3/8":23'4 1/8" 2.04" Pt2(i21) 1769 lb 5981 lb - - 5 30'5 3/4":30'9 3/4" 1.5" F12(i4) 680 Ib 2380/-260 lb - - Loads: Maximum Loads on Member TypeStart:EndCombine Source Dead Floor Live Roof Live now Self Weight 0":30'9 3/4" - Self Weight 14 lb/ft - - - Point 1'1 3/4":- - J1(i4226) 278 lb 925 lb - - Point 2'5 3/4":- - J1(i4298) 278 lb 925 lb - - Point 3'9 3/4":- - J1(i4328) 278 lb 925 lb - - Point 5'1 3/4":- - J1(i4221) 278 lb 925 lb - - Point 6'5 3/4":- - J1(i4265) 278 lb 925 lb - - Point 7'9 3/4":- - J1(i4237) 278 lb 925 lb - - Point 9'1 3/4":- - J1(i4282) 278 lb 925 lb - - Point 10'5 3/4":- - J1(i4352) 278 lb 925 lb - - Point 11'9 3/4":- - J1(i4227) 278 lb 925 lb - - Point 13'1 3/4":- - J1(i4272) 278 lb 925 lb - - Point 14'5 3/4":- - J2(i4332) 277 lb 924 lb - - Point 15'9 3/4":- - M4-3(i4307) 2776 lb 421 lb - 4458 lb Point 15'9 3/4":- - J8(i4179) 63 lb 209 lb - - Point 17'1 3/4":- - J4(i4069) 265 lb 882 lb - - Point 18'5 3/4":- - J4(14301) 265 lb 882 lb - - Point 19'9 3/4":- - J4(i4071) 265 lb 882 lb - - Point 21'1 3/4":- - J4(i4310) 265 lb 882 lb - - File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:V7.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 1 of 2 Yarmouth,MA 9 of 16 J A V E L I N F Member Report Label:M2-3 I Design Tag:14253 Design Passed 3 piece(s)of 1 3/4"x 9 1/2"2.0E Microllam®LVL Member Type:Beam I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described Point 22'5 3/4":- - J4(14320) 265 lb 882 lb - - Point 23'9 3/4":- - J4(i4339) 265 lb 882 lb - - Point 25'1 3/4":- - J4(i4244) 265 lb 882 lb - - Point 26'5 3/4":- - J4(i4362) 265 lb 882 lb - - Point 27'9 3/4":- - J4(14291) 265 lb 882 lb - - Point 29'1 3/4":- - J4(i4295) 265 lb 882 lb - - Point 30'5 3/4":- - J4(i4245) 198 lb 661 lb - - Errors.Warnings,&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions.Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details and trademark information available at wy.com/woodproducts. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of . Copyright Weyerhaeuser NR Company. All rights reserved. 0 SUSTAINABLE FORESTRY INITIATIVE File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:V7.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 2 of 2 Yarmouth,MA 10 of 16 J A V E L I"1� Member Report o, Wc>erna Floor Container:FC1 I Label:J6 I Design Tag:i4231 Design Passed 1 piece(s)of 1 1/2"x 9 1/2" 1.5E TimberStrand®LSL Member Type:FloorJoist I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described L I J, I I I I I J, I I I I I v' 1 l 2 i 11R 15 4 VC 1/1' j 1,151 Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 16'1 5/8" Member Drawing Not to Scale Design Results: Design©Location Allowed Result la Load Combination-(Load Growl Critical Reaction 556 lb(d1 15'10 3/8" 2709 lb(4.25') Passed-21% - 1.0 D+1.0 L-(0) Shear 477 lb©1'2 3/4" 4798 lb Passed-10% 1.00 1.0 D+1.0 L-(0) Moment 2085 lb-ft(g 8'1 5/16" 4495 lb-ft Passed-46% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.34"©8'1 5/16" 0.39"L/480 Passed-L/549 - 1.0 D+1.0 L-(0) Total Load Deflection 0.44"@ 8'1 5/16" 0.78"U240 Passed-U422 - 1.0 D+1.0 L-(0) TJ Pro Rating 39 25 Passed Decking Material&Attachment 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF - Glue And Nail Design Notes: Top Edge Bracing(Lu):Top compression edge must be braced at 8-01-00 o/c based on loads applied,unless detailed otherwise. 'Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 16-02-00 o/c based on loads applied,unless detailed otherwise. *A 4%increase in the moment capacity has been added to account for repetitive member usage. *Additional considerations for TJ-Pro""Rating include ceiling. "For TJ-Prov"Rating calculation the controlling span is considered to be supported by beams. "Additional considerations for TJ-ProTu Rating include strapping. "Member design(strength)is based on loads shown in loading section. TJ-ProTM Rating,if shown,is based on 1-04-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Reo'd Br'q Source Dead Floor Live Roof Livenow 1 0":5 1/4" 1.5" M3-3(i4260) 125 lb 417 lb - - 2 15'9 3/8":16'1 5/8" 1.5" F7(i6) 131 lb 437 lb - - Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Livenow Uniform 2 5/8":16'1 5/8" - FC1 Floor Decking 16 lb/ft 53 lb/ft - - Errors.Warnings,&Notes: "If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. "The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:W.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 1 of 2 Yarmouth,MA 11 of 16 4JAVELIN ' Member Report Floor Container:FC1 I Label:J6 I Design Tag:i4231 Design Passed 1 piece(s)of 1 1/2"x 9 1/2" 1.5E TimberStrand®LSL Member Type:FloorJoist I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described *Analysis and Design has been performed using precision loading from actual modeled conditions.Some loads may have been modified to simplify reporting. *The TJ-ProTM Rating shown above is based on the default decking for the floor container.Special decking(if used)was not used in determination of the TJ-Prone Rating. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details and trademark information available at wy.com/woodproducts. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:W.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 2 of 2 Yarmouth,MA 12 of 16 J A V E L N Member Report sotlwate I, we,e.ha."s , Floor Container:FC1 I Label:J4 I Design Tag:i4069 Design Passed 1 piece(s)of 1 1/2"x 9 1/2" 1.5E TimberStrand®LSL Member Type:FloorJoist I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described 1 ___. ___ - ----- 7 - -..-... _ j t _--. . ___. -_ 2 1 3 41N' 9'3 818" 5114" 15'4 VT 4114" 25'9 112" Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 25'9 1/2" Member Drawing Not to Scale Design Results: Desian ER Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 1147 lb co 9'10 1/2" 5906 lb(5.25") Passed-19% 1.0 D+1.0 L-(0) Shear 576 lb©10'10 5/8" 4798 lb Passed-12% 1.00 1.0 D+1.0 L-(0) Moment -1619 lb-ft 4 9'10 1/2" 4495 lb-ft Passed-36% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.23"@ 18'3 3/16" 0.39"L/480 Passed-L/8221.0 D+1.0 L-(0) Total Load Deflection 0.29"(§18'3 11/16" 0.78"L/240 Passed-U651 - 1.0 D+1.0 L-(0) TJ Pro Rating 41 25 Passed Decking Material&Attachment 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF - Glue And Nail Design Notes: *Top Edge Bracing(Lu):Top compression edge must be braced at 12-01-00 o/c based on loads applied,unless detailed otherwise. *Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11-01-00 o/c based on loads applied,unless detailed otherwise. *A 4%increase in the moment capacity has been added to account for repetitive member usage. *Additional considerations for TJ-Prone Rating include ceiling. *For TJ-Pron'Rating calculation the controlling span is considered to be supported by beams. *Additional considerations for TJ-Pro'"'Rating include strapping. *Member design(strength)is based on loads shown in loading section. TJ-Pron'Rating,if shown,is based on 1-04-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Rea'd Br'q Source Dead Floor Live Roof Live Snow 1 0":4 1/4" 1.5" F1(i7) 44 lb 252/-105 lb - - 2 9'7 7/8":10'1 1/8" 1.5" M2-3(i4253) 265 lb 882 lb - - 3 25'51/4":25'91/2" 1.5" F11(110) 107 lb 373/-15 lb - - Loads: Maximum Loads on Member Tvpe Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0":25'9 1/2" - FC1 Floor Decking 16 lb/ft 53 lb/ft - - Errors,Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:W.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 1 of 2 Yarmouth,MA 13 of 16 4JAVELINI . Member Report software of We,e,nnausr, Floor Container:FC1 I Label:J4 I Design Tag:4069 Design Passed 1 piece(s)of 1 1/2"x 9 1/2" 1.5E TimberStrand®LSL Member Type:FloorJoist I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions.Some loads may have been modified to simplify reporting. *The TJ-ProTM Rating shown above is based on the default decking for the floor container.Special decking(if used)was not used in determination of the TJ-Pro TM Rating. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details and trademark information available at wy.com/woodproducts. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:V7.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 2 of 2 Yarmouth,MA 14 of 16 • i J A V}E L I"N • Member Report Floor Container:FC1 I Label:J3 I Design Tag:i4055 Design Passed 1 piece(s)of 1 1/2"x 9 1/2" 1.5E TimberStrand®LSL Member Type:FloorJoist I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described '2 1 3 41/4" 11'35/8" 511" 1s41/8* 4X1/4" 27'91/2' Building Code: IBC 2009 Design Methodology: ASD Member Cut Length: 27'9 1/2" Member Drawing Not to Scale Design Results: Design Location Allowed Result ME Load Combination-(Load Grout)) Critical Reaction 1171 lb @ 11'10 1/2" 5906 lb(5.25") Passed-20% - 1.0 D+1.0 L-(0) Shear 538 lb @ 12'10 5/8" 4798 lb Passed-11% 1.00 1.0 D+1.0 L-(0) Moment -1645 lb-ft C@ 11'10 1/2" 4495 lb-ft Passed-37% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.22"©20'2 1/2" 0.39"U480 Passed-U863 - 1.0 D+1.0 L-(0) Total Load Deflection 0.27"©20'3 7/16" 0.78"L/240 Passed-L/700 - 1.0 D+1.0 L-(0) TJ Pro Rating 41 25 Passed Decking Material&Attachment: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF - Glue And Nail Design Notes: Top Edge Bracing(Lu):Top compression edge must be braced at 13-01-00 o/c based on loads applied,unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 10-10-00 0/c based on loads applied,unless detailed otherwise. *A 4%increase in the moment capacity has been added to account for repetitive member usage. *Additional considerations for TJ-Prov"Rating include ceiling. *For TJ-ProTM Rating calculation the controlling span is considered to be supported by beams. "Additional considerations for TJ-ProTM"Rating include strapping. Member design(strength)is based on loads shown in loading section. TJ-ProTM"Rating,if shown,is based on 1-04-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Reo d Br'q aMMA Dead Floor Live Roof Live Snow 1 0":41/4" 1.5" F3(i2) 72 lb 313/-74 lb - - 2 11'7 7/8":12'1 1/8" 1.5" M3-3(i4260) 270 lb 901 lb - - 3 27'S 1/4":27'9 1/2" 1.5" F7(i6) 96 lb 346/-26 lb - - Loads: Maximum Loads on Member Tvt)e Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0":11'10 1/2" - FC1 Floor Decking 8 lb/ft 27 lb/ft Uniform 0":4 1/4" - FC1 Floor Decking 8 lb/ft 27 lb/ft - - Uniform 4 1/4":11'7 7/8" - FC1 Floor Decking 9 lb/ft 30 lb/ft - - Uniform 11'10 1/2":27'9 - FC1 Floor Decking 15 lb/ft 49 lb/ft - - Point 11'9 3/16":- - FC1 Floor Decking 2 lb 6 lb - _ File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:V7.3.2.0 3/23/2022 2:07:45 PM 54 Great Western Rd. Page 1 of 2 Yarmouth,MA 15 of 16 J A V E L I N Member Report sotta:.tc 0, Wc...,hoouser Floor Container:FC1 I Label:J3 I Design Tag:i4055 Design Passed 1 piece(s)of 1 1/2"x 9 1/2" 1.5E TimberStrand®LSL Member Type:FloorJoist I Level:FIRST FLOOR Product is Sufficient for Application and Loads Described Errors,Warnings,&Notes: *If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. *The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. *Analysis and Design has been performed using precision loading from actual modeled conditions.Some loads may have been modified to simplify reporting. *The TJ-Pro TM Rating shown above is based on the default decking for the floor container.Special decking(if used)was not used in determination of the TJ-Pro TM Rating. *Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details and trademark information available at wy.com/woodproducts. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: STARBUCK LOT 2 GREAT WESTERN Javelin®Software 6.4.1.3 Design Engine:V8.0.0.21 Data:W.3.2.0 54 Great Western Rd. 3/23/2022 2:07:45 PM Yarmouth,MA Page 2 of 2 16 of 16 `' � LOf 4.Z 6relzf G)es-/-ern E I - Ynr-mou.--1--A ill/` z , ,J 3 • R•-0• o,r at. /scut I ,r-0' r ,s•-0' ' L.SOx• DE P.T. r-r r-o- r �� IMO NC 90101 • 1 �._ o CIi o FiCx,g61 ,I =x- �� e 1•Lt10 Pi. 1 u ., nrw 100.tnTacatolt 11 OM H 're'.."`.° `.`.D% 33' FAMILY NOTE: i+*.,r a"CONC.s 10TUE a 1u txrtxOR MOMS w e[ maraca'W-s,TO r-o• A. Y I lill ll H xwxVts.aan ELM WOE w. Tn.�.,, 111 ___. O DECK DETAIL 1. • ?' ut r OPoM-1 G SCplt. Id• INEZ Iu . MI. 1111/ i ''• q '° t� DINING ,,IE" °'OOM i3 I = BEDROOM MASTER al N1:11 t�BATH • r10111. e.mu��+� R te - — — " a t%Y mo WENS o,r ae 1 ——-- � Y-.• S'-D• .. .I�t tart.at RATE 71 . ,w gen•war. pi k - � MN_ Tao 111911A101 ,n,AiptIil�`:--tr--MgIAr-:iikpabiell nsawnou o0.C.a °O n} 4I-MD cz: � � A1. r r neoot m MSS r _ _.LC ,!iy• �i w mi I DROOM#2 t q \ _� 2D'_ Ca),-s/r a,r xL Lvl RIM Wu § _. i = t t SI > aA a v wn aTu _ L O GARAGE BEAM DETAIL . • ----- A 11vr1.. mum. r-o-y MOM pasts • •i„ SCALE:I Irl•-1'.a . • ' i.... war #, •,:� ® _ j '' •a•-e•, Plans marked by: \� CAR GARAGE\( � .,���, Malfy Alarm, Inc. "' 1. to P.O.Box 414 r ———-1 ——'1 r d' ..,T. 'v East Falmouth,MA 02536 I I I I ',,"�',1v: 508-548-4630 MA lic#C-7104 I I e Date: 1 I•( -oli,o I I Oh. I I wW.ONMOE ODOR RAIL. DOR 0/N4E O jIx • • o 111111 •-r r-0- 1,.....1 ,.-0. ,r r-0. 7 1 14'-0• ,s•4 • r STARBUCK (4> ft......0 t.OTa GREAT V/EATERN ROAD NOTE: ALL FIRST FLOOR WINDOWS SET AT 6.71• O FIRST FLOOR PLANYARMOUTH__ •"" FROM FIRST FLOOR UNLESS OTHERWISE NOTED SCALE Ir4•••I'-0• m - sow cocoon � , OOR PLA e - tea RTR,R NOTE ALL EXTERIOR WALLS TO BE 2x6 WALL CONST. FIRST FLOOR AREA- 1,725 sq.& BJ - t IR—- sATtsw 0500,E DETECTOR .-. e 11,4.1.CWT.o it to .-. F- M WU0561.•If 0.0 om r ` I LbI #Z GYea.i Utes --ern d - ,g,rmolc_ •r_r CONtlEiE WIND.ANL T QY.-FPOOFlNB •-0• • ,7-0 ,r-o-t 111 11/2.(001/6101 J°1/ S.-,. 8•-.• TK.r .coma 2•-r, r-rNnffe-��iliMil M[Yml i Y,elj 1 MOWNE 0r°ror r B• B09W200BFmO[�,,i —— tr 2'%r MINN r.—— Iti M RR POLY. � GAVEL _ ( r'l,SkfAf"•ieBrr I I (-7 l0 x�� 00C.roma WS' I I I 2_2010,., r I I 1. r1 I— I •ate r1/NNW 171: I r I I I e• �, O FOUNDATION FOOTING DETAIL I SCALE:112'•I'-O • Ew0¢rt >; I � I NM NDilf ? ±� ;,� I I I i 2 L r--J I I I (-) 'T I I \ yr ap.:, 21 INSULATION BE WEE, i IQ.111 I Ns mon \� NW \ ' ♦ SUB3/4'T CLUED NIDPHONED A OORING li '.II 2:4EXTERIOR SUNG y -- SIG•18.O.C. ♦ I NOT pa Ba Nim, I „ r "NIEO r.) , r-B•' „ r-r I 11,0" r-11• r-„ r x1 r s' /,B oBe yIFAt•Ic F LAI J06TS o I R I I 1 I Y IB•O.C. i' 7yI��' /ypN I I R R-30 N4AAnC" 16114'�,1'(r;' y r _r eUu/YM -J - 1— r MX r:,_ I 1%3 SfRAPPPIC O 18'0.C. -401110•7:5017 I LJ LJ LJ LJ LJ LJ I A 90 �' or In .•"-� �,..m 1 ] • GRADE ,J1L,.. 2%6 P.T.SRL OR SRL SEALER^ . /1 + M.r 104 "I 8/8.ON.ANCHOR BOLTS° L _ / V ir1 u 71'O.C.(MAX) O Ir ♦ ♦ ' J - ON4E FFG I FROM ENDS D005050 TO Y • s • I I O SILL DETAIL I - e r .,,--4- �-- -�® r------- J J 3 swt:I Irr=ry 1 1 i • J •,�♦ ♦ >7 1/oosJs I--' .7 r CONC1C9 9/4\ _ R-21 INSULATION BETWEEN ye NM OM /E. ` 1 GYP.;,�,� I 2E8 SNOSO IB'0.C. Nt.POLY L m.,r°t me FlKy�Amyl E%1ERmR 4dIC q Ya,o P.+. ,,,,..Y 18.MISHEARING / Z 01 ti�Or r- . CIVI I wOfXiWE .q s/4"TAG PLYW000we-Ft000 C AS •- wiTwE, / . 4`s — r-m i cc r_oJ BELOW OPOE NN gli DECRNG It 1.73 TJJ.JOISTS° i f• I` 1 ..T.20 JOISTS 8•O.C. /'',. +i 0.1, R-30 BKNAMN it, O 16.0.4 gip 1%3 STRAPPING O 16. 4 �► L J 2x8 RD.Su '.` •• ♦ ♦ ♦ T 1 T 1 J ♦ L.B 2X8 P.T.SRL ON SILL SEALER AT DOOR F-0i r-r }•_OV r-t' 1•-oi 3/e•at MOOR BOLTS•4° 7,'D0., ) °,Y ... 'STARBUCK t 2.'-r ,S'-0' • iRMI ENDS EImEWED 10 Y • lat O DETAIL @ DEGft�US a O FOUNDATION PLAN d)I __ m - NONE a,EciW 4 a,m,T..wTOM ROAD SCALE:I/4•=I'-0' ® - DANN maw=von SCALL:I I l2'.1'1Y YARMOUTH.MA ID—- as•%L 0D6T.•,roc FOUNDATION NOTE: PROVIDE FOUNDATION WALL e,,, NOTE: 5/8" DIA. ANCHOR BOLTS NOTE: 5/8" DIA. ANCHOR BOLTS REINFORCING AS REQUIRED PER TABLE EMBEDDED 7", SPACED 0 71" O.C. 12" EMBEDDED 7", SPACED 0 24" O.C. 12" R404.1.2(3) OR R404.1.2(8) OF THE `4 ti ... x} FROM CORNERS W 3"x3" "WASHERS FROM CORNERS W/3"x3"x}" WASHERS 2009 INTERNATIONAL RESIDENTIAL CODE. / 0 ON GRADE SLAB LOCATIONS COORDINATE BACKFILL HEIGHTS W/ il 1 3 GRADING PLAN. Plans markeu.*'"°' —.— ,— Mall Alarm, Inc. P.O.Box 414 East Falmouth,MA 02536 508-548-4630 MA tic#C-7104 Date: 4 3 0 (2 7, Advanced Green Insulation INSULATION CERTIFICATE 403 VFW Dr, Rockland MA02370 (781) 871-6700 Client Starbuck Construction Services Inc Proposal# ADVANCED Project 66 West Great Western Road,Yarmouth MA 022111116 GREEN--- Address 02675 INSULATION Registration ICYNENEr',LAPOLLA Phone (508)776-0304 03/17/2023 E-mail renato@starbuckcapecod.com RECEIVED Billing 176 Sudbury Lane, Barnstable MA 02601 address MAY 2 2 2023 Salesman Doug Olsen -(508) 566-1737 BUILDING DEPARTMENT By: - The following insulation products has/have been installed: FIBERGLASS KNAUF FLAME POLYAPCO CLOSED CELL XCELUS 2000 SILICONE SEALANT DAP CAULKING FIRE SEAL 136 VENTS PROPER VENTS Standard Place Product Depth Inches RV Slopes Fg010-Kraft Faced Fiberglass R38 2x10 -. 38 Main Ceiling And Slopes Fg015-Unfaced Fiberglass R11-15 Wide 2x10 -. 11 Main Ceiling And Slopes Fg010-Kraft Faced Fiberglass R38 2x10 -• 38 Exterior Walls Fg023-Unlaced Fiberglass R21 150c 2x6 - 21 Knee Walls Pf01-Flame Poly Plastic 4 Mil - - Knee Walls Fg004-Kraft Faced Fiberglass R21 150c 2x6 - 21 Knee Walls Pf01-Flame Poly Plastic 4 Mil - - - Knee Walls Fg001-Kraft Faced Fiberglass R15 2x4 - 15 Blockers/Rim Joist A001-Closed Cell Spray Foam 2x6 2.70 20 Basement Ceiling Fg006-Kraft Faced Fiberglass R30 16W 2x10 - 30 Basement Walkout Walls Fg004-Kraft Faced Fiberglass R21 150c 2x6 - 21 Garage Ceiling Fg006-Kraft Faced Fiberglass R30 16W 2x10 - 30 Garage House Walls Fg004-Kraft Faced Fiberglass R21 150c 2x6 - 21 Interior Partition Walls Fg015-Unlaced Fiberglass R11-15 Wide 2x4 - 11 Garage Exterior Walls Fg019-Unlaced Fiberglass R19150c 2x6 - 19 Stairway Walls Fg001-Kraft Faced Fiberglass R15 2x4 - 15 Under Stairs Fg006-Kraft Faced Fiberglass R30 16W - - 30 Firestopping Ck01-Caulking - - - Around Windows/Doors A003-Window And Door Insulating Foam Sealant - - - Air Seal Ss01-Silicone Sealant - - - Vents Vs37-Proper Vents - - - Advanced Green Insulation INSULATION CERTIFICATE 403_VFW Dr, Rockland MA 02370 (781) 871-6700 e • a imILOtW Client Starbuck Construction Services Inc Proposal# ADVANCEDV Project 66 West Great Western Road,Yarmouth MA 023022416 .--GREEN Address 02675 INSULATION Registration ICYNENE t LAPOLLA Phone (508)776-0304 03/17/2023 E-mail renato@starbuckcapecod.com Billing 176 Sudbury Lane, Barnstable MA 02601 address Salesman Doug Olsen -(508) 566-1737 The following insulation products has/have been installed: FOAM BOARD THERMAX DUPONT Standard Place Product Depth Inches RV Slopes Vs68-1/2 In.X 4 Ft.X 8 Ft.R-3.2 Foam Board - - - Main Ceiling Vs68-1/2 In.X 4 Ft.X 8 Ft.R-3.2 Foam Board - - - THANK YOU FOR YOUR BUSINESS! Lod 19 // 03/17/2023 Advanced Green Insulation Date Sign and Print