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31C-078 19 FORD CROSSING-LOT 3 BP-2020-0251 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 3 1 C-078 CITY OF NORTHAMPTON Lot: -3 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: New Single Family House BUILDING PERMIT Permit# BP-2020-0251 Project# JS-2020-000435 Est. Cost: $331309.00 Fee: $1448.00 PERMISSION IS HEREB Y GRANTED TO: Const. Class: Contractor: License: Use Group: WRIGHT BUILDERS 106505 Lot Size(sq. ft.): Owner: WRIGHT BUILDERS Zoning: Applicant. WRIGHT BUILDERS AT: 19 FORD CROSSING - LOT 3 Applicant Address: Phone: Insurance: 48 Bates St (413) 586-8287 (116) Liability NORTHAMPTON MAO 1060 ISSUED ON:9/12/2019 0:00:00 TO PERFORM THE FOLLOWING WORK.NEW SINGLE FAMILY HOUSE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 9/12/2019 0:00:00 $1448.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2020-0251 APPLICANT/CONTACT PERSON WRIGHT BUILDERS krt�c ACCF&'S °r ADDRESS/PHONE 48 Bates St NORTHAMPTON (413)586-8287(116) PROPERTY LOCATION 19 FORD CROSSING-LOT 3 �S t7o>J'T MrRTt _ MAP 31C PARCEL 078 3 ZONE NF�W�g !�vas r THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid LA x 1A Typeof Construction: NEW SINGLE FAMILY HOUSE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 106505 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF MATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay 9a/12 ignature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required per from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. Department use only City of Northampton Statu of Permit: Building,-DepartmentCurb Cut/Driveway Permit 212 Main Street 2419 Sew r/Septic Availability Room ID-O_ Wa er/Well Availability f, Northampton, MA O1, Tw Sets of Structural Plans phone 413-587-1240 Fax-4 58.4,, iosogrioNs PI Usite Plans O her Specify APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed y office n �����A` Map �/C Lot 4 � Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Q 2.1 Owner of Record- c, W (i i�� / a/k 4 D Name(P t) Curren a I' A rI�}}�� Q 2�O vl Telephone Signature 2.2 Authorized Agent: I� L �W/Rt, 49 Bale s �- A�f� � Name Pnt) _ Current Mailing Address: ignature T lee phone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building %,V-b 1 L / (a)Building Permit Fee 2. Electrical (b)(b)Estimated Total Cost of ` 1 `o Construction from 6 3. Plumbing �IC ? Building Permit Fee 4. Mechanical(HVAC) � ) 5. Fire Protection 6. Total=0 +2+3+4+5) 0 Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) Section 4. ZONING All In ormation Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zonin This column to b fled in by Building D went Lot Size Frontage ____ ------ Setbacks .Setbacks Front Side L:r RE � R: Rear l_._____1 Building Height Bldg. Square Footage % Open Space FootaXN % (Lot area minus bldg parking) #of Parki paces F' volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW © YES )0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? I NO O DON'T KNOW O YES a IF YES: enter Book 13 3 3 D Page I 19 and/or Document# B. Does the site contain a brook, body of water or wetlands? NO �R DON'T KNOW © YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained ® , Date Issued: C. Do any signs exist on the property? YES O NO 1P IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES ® NO IF YES, describe size, type and location: 7� E. Will the construction activity disturb(clearing,grading,ovation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition ❑ Replacement Windows Alteration(s) Roofing Or Doors E3 Accessory Bldg. ❑ Demolition ❑ New Signs [p] Decks [[] Siding [p] Other[pJ Brief Description of Proposed A 'e* Work: Ivy � t w�i l/`� �� t 1 �� "T I�i l►VN`�/, V ri Alteration of existing bedroom Yes )C No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family X Two Family Other b. Number of rooms in each family unit:_ Number of Bathrooms c. Is there a garage attached?# ' �_ Sim; / d. Proposed Square footage of new construction. �� Dimensions 3 D !" 3,g e. Number of stories? r f. Method of heating? M (�L16 j 9A nj /1�ireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction 6 i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No p1 �, j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a -OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, 4 � (�j I d�s as Owner of the subject property hereby authorize to act on my behalf, in all mW&rs relative tow rk authorized by this building permit application. Signature of-Owner Date I, I 1 , bN) I , as Owner/Authorized Agent h r by declare that the statements and informationo the foregoing application are true and accurate,to the best o5 —mynowledge e ief. Signed under the pains and penalties of perjury. w Pri0a0'6,kn*Jr/Ant l(fl Sig Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: 1 It NSO;- able ❑Name of License Holder: O _ T License Number Address _ Expiration Date l --586- Sia 11 V Telephon 9. Registered Home Improvement Contractor: Not Applicable ❑ Wr;aAt 0w%1 Ali- 1 o 1536 Company Na Registration Number 419 BA;A 01 - L Address Expiration Date Telephone qab r SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.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....... X No...... ❑ City of Northampton i Massachusetts .`��Ss 'A N � DEPARTMENT OF BUILDING INSPECTIONS S + 212 Main Street •Municipal Building Northampton, MA 01060 Debris Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. The debris from construction work being performed at: (Please print house number and street name) Is to be disposed of at: (Please print name and location of facility) Or will be disposed of in a dumpster onsite rented or leased from: 01--:P104 I /v4 K (Company Name and Address) r Signatur 0- 11 Permit Applicant or Owner Date If, for any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the Building Department as to the location where the debris will be disposed. Citta of Northampton Massachusetts a DEPARTMENT OF BUILDING INSPECTIONS ' 212 Main Street • Municipal Building xJ''•. 'b; Northampton, MA 01060 Fee Calculator for Residential Properties Location Square Footage Amount Basement @ .20 Jow O( G 1 ST Floor @ .50 logo 5,qo 2nd Floor @ .50 logo ELIO 1/2 Floors, Finish Attic, Garage @ .20 53(0 07. 0 Deck / Porches @ .20 ;�;k4 L{z!•60 Total : N ig ' Northampton Hearing No.: PLN-2020-0002 Date: July 1, 2019 NIIIII(IIiiilililll((II�IIIIiiiIIiII Ii IIIIli11IiIlilill�IIiIIIIIIIiIII 1111 2019 00013032 APPLICATION TYPE: SUBMISSION PATE: Bh: 13330Pg: 197 Page; 1 of 2 PB Major Site Plan 7/1/2019 Recorded: 07/23/2019 12;35 PM Applicant's Name: Owner's Name: NAME: NAME: WRIGHT BUILDERS HOSPITAL DEVELOPMENT LLC ADDRESS: ADDRESS: 48 Bates St C/O MASSDEVELOPMI±NT LLC 160 Federal Street TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: NORTHAMPTON MA 01060 BOSTON MA 02110 PHONE NO.: FAX NO.: PHONE NO.. FAX NO.: 413 586-8287 116 (413 587-9276 EMAIL ADDRESS: EMAIL ADDRESS: LGAUDREAU@WRIGHT-BUILDERS.COM Site Information: Surveyor's Name: STREET NO.: SITE ZONING: COMPANY NAME: FORD CROSSING '0v TOWN: ACTION TAKEN: ADORFSS. NORTHAMPTON MA 01060 Approved With Conditions MAP: BLOCK: LOT: MAP DATE: SECTION OF BYLAW: 31c 076 Chpt.350-11:Site Plan Approval TOWN: STATE: IZIPCOCE: Book: Page: PHONE NO.: FAX NO.: EMAIL ADDRESS: NATURE OF PROPOSED WORK: 5 single family lots on map/parcel#31C-76 thru 80. HARDSHIP: CONDITION OF APPROVAL: 1) Prior to issuance of a building permit, and at least 15 days prior to request for building permit the CONDITION#1- applicant shall submit revised plans showing: 7/16/19 BDG •The proposed crosswalk across Ford Crossing designed with imprinted thermoplastic to match existing crosswalks at Village Hill. submitted the •Revised Dry well details. revised plans to the •Revised Concrete Walk Detail to clarify that concrete thickness is 4"for typical City. Followed up •Sidewalk and 6"at driveways. with a 2nd revision •A Tree Protection Detail. •A Granite Curb Detail. on 8/2/19 •An imprinted Thermoplastic Crosswalk Detail typical to Village Hill. •Location of the 9 planned trees. 2). The 8"sewer stub in the sewer manhole shall be plugged with brick and mortar. 3).All existing granite curb removed for salvage and not reused for the project shall be returned to DPW, FINC:NGS: The Planning Board approved the major site plan for the construction of 5 new lots at the former Northampton State Hospital based upon the following plans and information submitted with the application. 1)Meadow Run Site Plan Submission,by The Berkshire Design Group,Inc. Dated May 28, 2019 Sheets L101 to L 601, Sheets A3,A4,A5. 2) Village Hill Meadow Run Stormwater Report. The Planning Board granted the permit with conditions upon determining that the criteria in 350-11.6 had been met. A, The requested use protects adjoining premises against seriously detrimental uses. Surface water drainage, has been addressed. This use was originally planned as part of the overall redevelopment of the former Northampton State Hospital, B. The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets. Shared access via 1-way alley driveway for all five lots will separate vehicles from the pedestrian flow on Ford Crossing. The project traffic impacts have been addressed in the overall approval of the master plan approved by the Planning Board in 2003. C. The site will function harmoniously in relation to other structures and open spaces to the natural landscape,existing buildings and other community assets in the area as it relates to landscaping, drainage,sight lines,building orientation,massing, egress, and setbacks. Rear and/or side wall facades within 50 feet of a completed or planned section of a cycle track or bike path shall have features that invite pedestrian access from that side of the building;and D, The requested use will not overload,and will mitigate adverse impacts on, the City's resources,including the effect on the City's water supply and distribution system,sanitary and storm sewage collection and treatment systems, fire protection,streets and schools. The GeoTMSO 2019 Des Lauriers Municipal Solutions, Inc. i Planning - Decision City of Northampton Hearing No.: PLN-2020-0002 Date: July 1, 2019 construction materials and methods for water lines,sanitary sewers, storm sewers, fire protection,sidewalks,private roads, and other infrastructure shall be those set forth in the Northampton Subdivision Regulations E. The requested use meets any special regulations set forth in this chapter,including compliance with the Planned Village Design Guidelines adopted with the overall approval of the master plan for the redevelopment of the former State Hospital. F. Compliance with the following technical performance standards: (1) Curb cuts onto streets have been minimized though use of a shared driveway (2)Pedestrian, bicycle and vehicular traffic movement on site has been separated through the use of separate shared driveway. The existing sidewalks on Ford Crossing will be maintained. (3)The sidewalk crossing sections of the new driveway will be 6"deep to accommodate vehicular crossings (4) The sidewalk cross slope of 1:50 shall be maintained across the entire driveway, (5)As a major project, this site has a separate stormwater permit that has been issued addressing the site's stormwater runoff. COULD NOT DEROGATE BECAUSE: RUNG DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 6/6/2019 6/20/1019 7/11/2019 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 6113/2019 9/412019 6/27/2019 7/11/2019 7/21/2019 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 611312019 6/2712019 612712019 71112019 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 612012019 8:30 PM 911512019 9/25/2019 MEMBERS PRESENT: VOTE' �a Terry Culhane votes to Grant George Kohout votes to Grant I l Christa Grenat votes to Grant 2019 Janna White votes to Grant L J U L i Samuel Taylor votes to Grant Euripedes DeOliveira votes to Grant I CIT' i I E' pcFIC F Theresa(Tess)Poe votes to Grant Alan Verson votes to Need More Information MOTION MADE BY: SECONDED BY: VOTE COUm. DECISION: Euripedes De Oliveira Janna White 7-0 Approved with Conditions MINUFES OF MEETING: Available on the City's website at www.northamptonma.gov i, Carolyn Misch, as agent to the Planning Board,certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with the Board and the City Clerk on the date shown above. I certify that acopy of this decision has bgen mailed to the Owner and Applicant. Notice of Appeal An appeal from the decision of the Planning Board may be made by any person aggrieved pursuant to MGL Chapt.40,4, Section 17 as amended within twenty(20)days after the date of the filing of the notice of the decision with the City Clerk. The date is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. July 23,2019 I,Pamela L.Powers,City Clerk of the City of Northampton,hereby certify that the above Decision of the Northampton Planning Board was filed in the Office of the City Clerk on July 1,2019 that twenty days haye elapsed since such filing and that no appeal has been filed in this matter. --1 �Q p� Attest: --1U ®�i9,� City Clerk,City of Northampton A GeoTMS®2019 Des Lauriers Municipal Solutions,Inc, -ywl „ » , _ °tea'.:_ + A " f ARTY 0 I;BEIiI)fF.T •--------- ---------------------• Official Receipt for Recording in: I Hampshire Canty Registry of Deeds 60 Railroad Ave. Northampton, Massachusetts 01060 Issued To: WRIGHT BUILDERS INC i 48 BATES STREET 413-586-8287 NORTHAMPTON MA Recording Fees LN ------------------------------------M Document Recording Description Number Book/Page Amount i s------------------------------------------« DECIS 00013032 13330 197 $75.00 HOSPITAL DEVELOPMENT LLC $75.00 I Collected Amounts ------------------------s Payment Type Amount --------------------------------------------- Check 51350 $75.00 ----$75.00 Total Received $75.00 Less Total Recordings: $75.00 Change Due $.00 Thank You MARY OLBEROING - Register of Deeds By: Shari M Receipt# Date Time 0346319 07/23/2019 12:35p MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton, MA 01060 413-587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 19 FORD CROSSING Inquiry Made By: WRIGHT BUILDERS 586-8287 (Name) (Telephone Number) Date of Inquiry: 8/22/2019 Fire Line Irrigation Domestic X Number of Units: 1 Type of Units: Type of Ownership: Single Family X Private X Apartments Condo Multi-Family Rental Commercial (Applicant to fill out the above) Municipal Water Main in Front of Location: Yes x No Existing service to site? Yes No x Size of Water Main: 8" Material: Ductile Iron Age: 2013 Approximate Static Street Pressure: 80psi Flow Test Conducted: Yes No x (If flow test conducted attach results) Size of Service Connection: 1" Suggested Meter Size: 5/8 Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320'. Private water service. - A corresponding water enterance fee shall be paid prior to making any connection to the municipal water system. -Arrangement of such installation sh be made with the Northampton Water Department within a lmum of 5 w )nr g days n cat' n. -All work shall ortha p n Water Department specifications. 0 '2 (Water Superintendent) (Date) *Water Entry x ($1,250) Domestic *Meter $ 450 *Radio Read $150 ($2,500) Subdivision (fee to be determined) (Includes fire line if required) cc: City of Northampton Building Dept./Commissioner NOTE: If this availablitiy is for a new construction,it must be hand delivered to the Building Inspector *Fees will be charged based on current fee structure at the time of entry application c� MUNICIPAL SEWER AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01060 413-587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 19 FORD CROSSING Date of Inquiry: 08/22/19 Inquirer with contact info: WRIGHT BUILDERS Reason for Request: NEW CONSTRUCTION Municipal Sewer Main in Front of Location: Yes '� No Size of Sewer Main: Material: PSG Age: �--o 1 Depth of Sewer Main: t-9` Length of Sewer Main: 3 S' Size of Service Connection: Type of Service Connection: Domestic Tie Tie In: ($1,250) Subdivision Tie In : ($2,500) Tie-in to Private Sanitary: J $ - N/A Tie-in to Existing Sanitary Service: $ - N/A Comments: City Requires 6" cleanout installed at City Property Line Note:If this availability is for new construction,this form must be hand delivered to Building Inspector. A corresponding "sewer entrance fee" shall be paid prior to making any connection to the municipal sewer system. Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notificaiton. All work shall conform to Northampton Streets Department specifications. 4-1m—_—_ Date: Sewer Dept. Foreman *Sewer Entry$ *Fees will be charged based on current fee structure at the time of entry application W]MEcoTechnology CENTER FOR U we make green make sense- PRELIMINARY ENERGY ANALYSIS Meadow Run Project, Village Hill, Northampton MA Bungalow: 3472 ft2, 29512 ft3 Conditioned Floor Area and Volume Craftsman: 3428 ft2, 29548 ft3 Farmhouse: 3420 ft2, 29640 ft3 Building Type Single family detached Bedrooms 4 in Bungalow, 5 in Craftsman and Farmhouse Assumptions for Preliminary Home Energy Ratinq CET has completed a Preliminary Home Energy Rating based on the construction plans you have provided. Any energy features not listed below are assumed to meet the prescriptive requirements of the IECC 2015. Building Envelope Specifications Used in Analysis Foundation Walls R-21 Superior Wall Xi+ with R-21 fiberglass batts in cavities Grade I Basement Slab 4° Formula-R (R-21.6) underneath 5.5" closed cellspray R-33 at edge Rim & Band Joists 3" closed cellspray foam R-18 Double stud wall —two 2x4 stud walls with 3" space between Exterior Walls Filled with densepack cellulose (R-35) Walls capped at top plate and insulation enclosed by interior air barrier (drywall and/or vapor retarder Bottom of Bay Window in Craftsman 2x10 joists packed with cellulose R-32 Walls to Garage Same as exterior walls Windows Triple glazed, Argon gas filled, U-value = 0.20, SHGC = 0.20 Glass Doors Triple glazed, Argon gas filled, U-value = 0.20, SHGC = 0.20 Exterior Doors R-5/ U-0.20 Flat Ceilings 1" closed cell spray foam flash coat, including framing and perimeter + 15" loose-blown cellulose R-60 total), sealed eave baffles Attic Hatches 8" XPS foam board (R-40), fully gasketed, framed edge dam to height of surrounding insulation Blower Door Test 1.5 ACH50 or better Thermal Enclosure Checklist Meet all Checklist Requirements as verified by a HERS rater at pre- drywall and final inspection Plumbing & Mechanical Systems Specifications Used in Analysis Heating & Cooling Equipment: Single head ductless mini-split system Living/Kitchen/DiningLiving/Kitchen/Dining 13.3 HSPF, 25 SEER Heating & Cooling Equipment: Bedrooms Multi head ductless mini-split system 10.4 HSPF, 16 SEER Thermostats Programmable Water Heating Equipment 2.33 EF heat pump water heater, 80 gallons Domestic Hot Water Pipes Maximum of 37 feet horizontal distance from water heater to farthest fixture Energy Recovery Ventilator, 40 watts Whole House Ventilation 70% Sensible Recovery Efficiency, 50% Total Recovery Efficiency Continuous ventilation: 96 CFM in Farmhouse and Craftsman, 88 CFM in Bungalow "t r- PRELIMINARY ENERGY ANALYSIS Lighting & Appliances Specifications Used in Analysis Lighting 100% LED, including interior, exterior, and garage Refrigerator 550 kWh/year or less Dishwasher ENERGY STAR certified Clothes Washer ENERGY STAR certified Clothes Dryer ENERGY STAR certified Preliminary Home Energy Rating Results Based on the assumptions described above, we have calculated the following Preliminary Home Energy Rating results. Plan HERS Index Estimated Mass Save Estimated Annual Electricity Rebate Usage Bungalow 37 $4644 11,140 kW h/year Craftsman 37 $5058 12,010 kWh/year Farmhouse 38 $5017 12,168 kWh/year Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. Preliminary Rater.-Mark Newey Date:4/3/18 Job#: 19-03197 Page 2 of 2-The Center for EcoTechnology-Tel(413)586-7350 ext.242-Fax(413)586-7351 -green homena cetonline.org '\ The Commonwealth of Massachusetts f Department of IndustrialAccidents _ o 1 Congress Street,Suite 100 Boston,MA 02114-2017 s �'t www.massgov/dia «'orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information J� 0Please Print Legibly (B mes Name OrOrganization/Individual): 1/V /' '� ( Address:— 6 Ora PA-TIF? r r ' City/State/Zip:tT&Dkk&en/J NO a b b Phone Are you an employer?Check the appropriate box: Type of project(required): 1.❑I am a employer with employees(full and/or part-time).* 7.)&New Construction 2.❑1 am a sole proprietor or partnership and have no employees working for me in 8. 0 Remodeling any capacity.[No workers'comp.insurance required.] 9. El Demolition 3.[J I am a homeowner doing all work myself.[No workers'comp.insurance required.]t 10 Q Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.Q Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5-I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs 1111!!"````''"''`''"`These sub-contractors have employees and have workers'comp.insurance. 6.[:]We are a corporation and its officers have exercised their right of exemption per MGL c. 14.[:]Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] IL *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. tContractors 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 isproviding workers'compensation insurance for my employees. Below is the policy andjob site information. (( Insurance Company Name: I"�r/�'+ c L� Policy#or Self-ins.Lic.#: M CX, �Q�'0 0 a �7 &'r0I�AExpiiation Date: --?] Job Site Address: 9 1�D �--I`�ssi�/" City/State/Zip:N b e"rn}"OAAA- Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).LO)t 06b 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. I do hereby certify under z pains and pen ie ofperj that the information provided above ' true nd correct. Signature: _ Date: �� Phone#: Official use only. Do not write in this area,to be completed by city or town offciaL 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#: DATE(MM/DD/YYYY) A4C"RL> CERTIFICATE OF LIABILITY INSURANCE 03/11/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND 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 CONTACT Jenna Duval,CISR Elite NAME: Webber&Grinnell AICN o Elf): (413)586-0111 Ac No): (413)586-6481 8 North King Street E-MAIL jduval@webberandgrinnell.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Northampton MA 01060 INSURERA: Arbella Protection 41360 INSURED INSURER B: MA Employers/A.I.M. Wright Builders,Inc. INSURER C: INSURER D: 48 Bates Street INSURER E: Northampton MA 01060 INSURER F COVERAGES CERTIFICATE NUMBER: Master 2020 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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 AUDL 5U13RI POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DDNYYY MM/DDNYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO CLAIMS-MADE �OCCUR PREMISES Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 A 8500068268 03/01/2019 03/01/2020 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER; GENERAL AGGREGATE $ 2,000,000 LOC 2,000,000 POLICY❑JECTX OTHER: Employee Benefits $ 2,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANYAUTO BODILY INJURY(Per person) $ A OWNEDSCHEDULED 1020070845 03/01/2019 03/01/2020 BODILY INJURY(Per accident) $ AUTOS ONLY X AUTOS X HIRED XNON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident PIP-Basic $ 8,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAR CLAIMS MADE 4600068266 03/01/2019 03/01/2020 AGGREGATE $ 5,000,000 DED I x RETENTION$ 10,000 v $ WORKERS COMPENSATION X STATUTE ED AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 B OFFICERIMEMBEREXCLUDED? 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ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Commonwealth of Massachusetts ®( Division of Professional Licensure Board of Building Regulations and Standards Const, n Sap�rvisor CS-106505 Upires: 11/01/2019 L ANN MONICAtEDWELL.' 231 WEST HAW)-EY ROAD CHARLEMONT UA 01339' Commissioner s Construction Supervisor Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617)7273200 or visit www.mass gov/dpl Office of Consumer Affairs and Business Regulation 1000 Washington Street- Suite 710 Boston, Musetts 02'11 8 Home Ira��ro�o tzctor Registration Type: ccrpamaan (zf Al RagisfilEtw: 1015361 WRIGHT BuLDERS, INC. �1 "ti� u�aara: 06/2-152020 48 SATES STREET NORTHAMPTON,MA 01060 �f W� 1� 4 0pdzda Adda and Re>Yum Card: SCA 1 O 2DW7-0JV1177 JriB C�i�t�JZ4nl1JE6CCJb O�✓l�l�ok1Q,!/ S .. Gfnca&consumer mairs&Business mut ddon i;e usd�®n vc led SAN b�dl�ruelanaa U---a�aed� ROV HOME IMPME3NT CONTiRACTOR ,oraIJcn ire the expo aBinn If r'mund return 4o: 33e , Exoiradora Cm-ob of Cand Business Reguis ion • 06/25/20Z9 iOH�4 lft9asfiire�e+ eel-Sasi�7'10 x f� Boston,MA 02 WRIGHT B71 JGNATH:N A- as Bars STRE ` }1MAPTON,IMA 01060 t3 Vaifid wstfioaat sigysignatureNORT Undersecretary y i UFP Belchertown,LLC Job ID: 19033841 BF A*-& C`NwS Status: Design Passed UFP New Windsor,LLC Suopis/Bellerose Colonial Farmhouse 3 Meadow Run,Northampton, MA UFP Berlin,LLC Label: D131-3 + " UFP Parker,LLC Member Type: Beam I Level: 1 st FloorPage:1 of 4 UFP New York,LLC Member: 3- 1.75"x 11.875"2.0E PWLVL 104000'IttDate:07/24/2019 14:03:11 1 2 3 4 1/2" 7' 11" 1/2" 8'6 1/2" 1/2" 8'6 1/2" 1/2" T11" 1/2" U � 35'0 1/2" Graphical Illustration- Not To Scale Loading„(nsfl: Quick Design Summary: Quick Deflection Summary: Roof Live Load-35 Building Code- RC2015 Live Load Deflection 0-02 @ 23-09-11 L/360 Roof Dead Load-25 Design Methodology-ASD Total Load Deflection 0-02 @ 24-00-08 L/240 Floor Live Load-40 Critical Moment(Pos) Passed-68% Critical Moment(Neg) Critical Moment(Neg) Floor Dead Load-20 Critical Shear Passed-91% Unbraced Length(Top/Bottom)-2-00-00/34-03-08 Reactions: Maximum Analysis Reactions SuoDort 31Q.1II EL1.11 Dead Floor Live Roof Live Snout 1 0-00 4-08 1115.00 Ib 2084.00/-737.00 ib - - 2 8-03-08 8-09-00 4863.00 lb 9589.00 lb 3 17-03-08 17-09-00 6858.00 lb 13533.00 lb 4 26-03-08 26-09-00 7550.00 lb 13954.00/4.00 lb 5 34-08-00 35-00-08 2542.00 Ib 4664.00/-589.00 ib Forces. Maximum Load Magnitudes M= 2Ll fmd Dead Floor Live Roof Live Snow Self Weight 0-00 35-00-08 16.00Ib/ft - Point 1-06-04 1-06-04 758.00 lb 799.00 lb Point 3-06-04 3-06-04 963.00 lb 1536.00 lb Point 5-06-04 5-06-04 746.00 lb 1482.00 lb Point 7-06-04 7-06-04 745.00 lb 1482.00 lb Point 9-06-04 9-06-04 745.00 lb 1482.00 lb Point 11-06-04 11-06-04 745.00 lb 148Z00 lb Point 13-06-04 13-06-04 735.00 lb 1439.00 lb - - Point 14-05-08 14-05.08 2448.00 lb 4513.00 lb Point 15-06-04 15-06-04 1269.00 lb 2196.00 lb Point 17-06-04 17-06-04 1337.00 lb 2345.00 lb Point 19-09-12 19-09-12 1244.00 lb 2058.00 lb Point 21-06-04 21-06-04 682.00 lb 980.00 lb Point 23-02-12 23-02-12 1596.00 lb 2621.00/-1.00 lb Point 25-06-04 25-06-04 1745.00 lb 3203.00/-1.00 lb Point 27-06-04 27-06-04 1673.00 lb 2972.00/-1.00 lb - - Point 29-06-04 29-06-04 1674.00 lb 2972.00/-1.00 lb Point 31-06-04 31-06-04 1687.00 lb 3026.00/-1.00 lb 33-06-04 33-06-04 1568.00 Ib 2288.00/-1.00 Ib ,,lI,.liA 1111,444, Design Results: Expanded Desion Control Result Critical Moment(Pos) 19165.62 Ib ft @ 26-06-04 28301.21 Ib It Passed-68% 1.00 L Critical Moment(Neg) 0.00 lb ft 0.00 lb ft JUAN I � FRAt ES-UTP RA ST(3UCTU` L -Transfer reactions may differ from design results as allowed per building codes and standard load distribution p S. 4 z 1 -This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be revi v LIST Sn_)NAI 07/2 /2019 UFP Belchertown,LLC Job ID: 19033841 BF Status: Design Passed UFP New Windsor,LLC Suopis/Bellerose Colonial Farmhouse 3 Meadow Run, Northampton,MA UFP Berlin,LLC Label: D131-3 UFP Parker,LLC Member Type: Beam I Level: 1 st Floor Page:2 of 4 UFP New York,LLC Member: 3 - 1.75" x 11.875" 2.0E PWLVL Date:07/24/2019 14:03:11 Critical Moment(Neg) 0.00 lb ft 0.00 Ib ft Critical Shear 10807.17 Ib @ 27-08-14 11845.31 Ib Passed-91% 1.00 D+L Live Load Deflection 0-02 @ 23-09-11 L/360 Passed--1794 - L Total Load Deflection 0-02 @ 24-00-08 U240 Passed-L/791 - D+L Design Notes: " Member design assumed proper ply to ply connection. Verify connection between plies with manufacturer. Errors. Warnings & Notes: *The dead loads used in the design of this member were applied to the structure as sloped dead loads. "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. pF hta,�,f�. i� JUAN J. F4ALES-UTP SI RUCT Uf L -Transfer reactions may differ from design results as allowed per building codes and standard load distribution pr es. 4 z 1 -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should be revie v al' e cISTE� c rnrr� 07/25/2019 UFP Belchertown,LLC Job ID: 19033841 BF Status: Design Passed [JFP New Windsor,LLC Suopis/Bellerose Colonial Farmhouse 3 Meadow Run,Northampton, MA UFP Berlin,LLC Label: F61-3 UFP Parker,LLC Member Type: Beam I Level: 2nd Floor Page:3 of 4 UFP New York,LLC Member: 3 - 1.75" x 11.875" 2.0E PWLVL Date:07/24/2019 14:03:11 1 2 112" 14'5" 1 Al2- U L 15'2" Graphical Illustration- Not To Scale Loading (12sIL Quick Design Summary: Quick Deflection Summary: Roof Live Load-35 Building Code-IRC2015 Live Load Deflection 0-07 @ 7-06-02 L/360 Roof Dead Load-25 Design Methodology-ASD Total Load Deflection 0-11 @ 7-06-02 U240 Floor Live Load-40 Critical Moment(Pos) Passed-77% Critical Moment(Neg) Critical Moment(Neg) Floor Dead Load-20 Critical Shear Passed-51% Unbraced Length(Top/Bottom)-0-00/1-08-08 Reactions: Maximum Analysis Reactions SUPDort S Q Dead Floor Live Roof Live Snow 1 0-00 3-08 210&00 lb 3965.00 lb - - 2 14-08-08 15-02-00 2346.00 to 4513.00 lb - - Forces. Maximum Load Magnitudes IXR� SLI fad Dead Floor Live Roof Live Snow Self Weight 0-00 15-02-00 16.00 Ib/ft - - - Uniform 1-00-00 13-00-00 298.00 lb/ft 60&00lb/ft - - Point 14-00-00 14-00-00 586.00 lb 1176.00 lb - - Exoanded Design Results: Desian Control Res I LDF Load Combination Critical Moment(Pos) 24713.76 Ib ft @ 8-00-00 31942.41 Ib ft Passed-77% 1.00 D+L Critical Moment(Neg) 0.00 lb ft 0.00 Ib ft Critical Moment(Neg) 0.00 lb ft 0.00 Ib ft Critical Shear 6011.63 Ib @ 1-03-06 11845.31 Ib Passed-51% 1.00 D+L Live Load Deflection 0-07 @ 7-06-02 U360 Passed-L/397 - L Total Load Deflection 0-11 @ 7-06-02 U240 Passed-U262 D+L Design Notes: `` Member design assumed proper ply to ply connection. Verify connection between plies with manufacturer. Errors. Warnings & Notes: *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *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. ZNOF Mq� Q� 4 ,IUIW J. (� RALES UT RA v' STRUc1 U Transfer reactions may differ from design results as allowed per building codes and standard load distribution pr as 2 t This report is based on modeled conditions input by the user.Actual field conditions may differ from those shown. These results should be revi v al' C1ST `A)N& 1h 07/25/2019 UFP Belchertown,LLC ,lob ID: 19033841 BF Status: Design Passed UFP New Windsor,LLC Suopis/Bellerose Colonial Farmhouse 3 Meadow Run, Northampton, MA UFP Berlin,LLC Label: 131-2 UFP Parker,LLC Member Type: Beam I Level: 2nd Floor Page:4 of 4 UFP New York,LLC Member: 2 - 1.75"x 9.5"2.0E PWLVL Date:07/24/2019 14:03:11 1 2 3'0" 18'0" 3-0" 24'0" Graphical Illustration- Not To Scale Loading_(nsfl: Quick Design Summary: Quick Deflection Summary: Roof Live Load-35 Building Code-IRC2015 Live Load Deflection 0-02 @ 12-00-00 L/360 Roof Dead Load-25 Design Methodology-ASD Total Load Deflection 0-03 @ 12-00-00 L/240 Floor Live Load-40 Critical Moment(Pos) Passed-23 Critical Momert(Neg) Critical Momert(Neg) Floor Dead Load-20 Critical Shear Passed-15 Unbraced Length(Top/Bottom)-18-00-00/18-00-00 Reactions: Maximum Analysis Reactions SURgod 3= Eml Dead Floor Live Roof Live Snow 1 0-00 3-00-00 704.00 lb 959.00 lb 1-08 1-08 - 103.00 lb 2-10-08 2-10-08 704.00 lb 856.00 lb 2 21-00-00 24-00-00 704.00 lb 959.00 lb 21-01-08 21-01-08 704.00 lb 856.00 lb 23-10-08 23-10-08 - - 103.00 lb - Forces. Maximum Load Magnitudes @ ,�3Q Dead Floor Live Roof Live Snow Self Weight 0-00 24-00-00 9.00 Ib/ft - - - Uniform 0-00 24-00-00 50.00 lb/fL - 70,00 lb/ft - Expanded Design Results: Desian Control Result LDF Load Combination Critical Moment(Pos) 3260.09 Ib ft @ 21-01-08 14131.83 Ib ft Passed-23% 1.15 D+Lr Critical Moment(Neg) 0.00 lb ft 0.00 lb ft Critical Moment(Neg) 0.00 Ib It 0.00 lb ft Critical Shear 1056.72 Ib @ 20-02-08 7265.13 lb Passed-15% 1.15 D+Lr Live Load Deflection 0-02 @ 12-00-00 U360 Passed-U999 - Lr Total Load Deflection 0-03 @ 12-00-00 U240 Passed-U999 D+Lr Design Notes: * Member design assumed proper ply to ply connection. Verify connection between plies with manufacturer. Errors.Warnings & Notes: ti *The dead loads used in the design of this member were applied to the structure as sloped dead loads. *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. Z�OF til JUAN J- RALES-UT BA u' STRUCTU -Transfer reactions may differ from design results as allowed per building codes and standard load distribution pr ces. -This report is based on modeled conditions input by the user. Actual field conditions may differ from those shown. These results should bereA v al' NAL� 07/25/2019 DATE07/19/19 PAGE 1 REQ.QUOTE DATE / / ORDER# ORDER DATE / / QUOTE# 19033841BF DELIVERY DATE / ( CUSTOMER ACCT# LMCWRKMI DATE OF INVOICE / / CUSTOMER PO# LLC ORDERED BY Andy Clogston INVOICE# L UFP Belchertown, LC TERMS 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT Andy Clogston SALES REP Brian Tetreault Phone:413-323-7247 Fax:413-323-5780 JOBSITE PHONE# ( ) SALES AREA Massachusetts/ R.K. Miles-Hatfield JOB NAME:Suopis/Bellerose Colonial Farm LOT# 3 SUBDIV: ° 24 West St MODEL:Meadow Run TAG:Floor JOB CATEGORY: Residential n Hatfield, MA 01038 DELIVERY INSTRUCTIONS: v ° (413) 247-8300 „ Suopis/Bellerose Colonial SPECIAL INSTRUCTIONS: p 3 Meadow Run 71l 1/19 plan set. Northampton, MA 01035 BY DATE BUILDING DEPARTMENJ OVERHANG INF HEEL HEIGHT 01-00-00 F REQ.LAYOUTS REQ.ENGINEERING QUOTE JPK 07/18/19 Floor Trusses END CUT_ RETURNNONE LAYOUT PLUMB GABLE STUDS 16 IN,OC JO SITE 1 CUTTING jJPK 07/18/19 1.00 FLOOR TRUSS SPACING:24.0 IN. O.C. (TYP.) FLOOR I QTY DEPTH BASE O/A END TYP INT BEARING I CANTILEVER STUB UNIT TOTAL PROFILE PLY ID SPAN SPAN LEFT IGHTI SIZE I LOCATION I LEFT I RIGHT LEFT RIGHT PRICE PRICE 01-00-00 2F 6 2F01 30-00-00 30-00-00 ® 01-00-00 - — - - — 1 2F01L 30-00-00 30-00-00 01-00-00 3 4 2F02 09-03-00 09-03-00 CI ® 01-00-00 71 2F03 15-02-08 15-02-08 ® 01-00-00 1 2F03L 15-03-00 15-03-00 ® 01-00-00 r 3 7 2F04 14-03-04 14-03-04 ® 01-00-00 C 3 1 2F04L 14-03-12 14-03-12 ® 01-00-00 r— 3 3 2F05 17-07-04 17-07-04 ® 01-00-00 1 21F06 14-07-00 14-07-00 0 21F0-00 1 2F07 03-08-00 03-08-00 01-00-00 13 F01 29-09-00 29-09-00 01-00-00I 3 F02 17-06-00 17-06-00 01-00-00 1 F03 14-06-10 1 14-06-10 01-00-00 3 5 F04 09-01-12 09-01-12 01-OD-00 1 FOS 03-08-00 03-08-00 FLOOR SUB-TOTAL: ITEMS QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES UNIT TOTAL FT-IN-ie PRICE PRICE DATE07/19/19 PAGE 2 REQ.QUOTE DATE / / ORDER# ORDER DATE / / QUOTE# 19033841 BF DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI DATE OF INVOICE / / CUSTOMER PO# LLC ORDERED BY Andy Clogston INVOICE# L UFP Belchertown, LC TERMS 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT Andy Clogston SALES REP Brian Tetreault Phone:413-323-7247 Fax:413-323-5780 JOBSITE PHONE# ( ) SALES AREA Massachusetts/ R.K. Miles-Hatfield JOB NAME:Suopis/Bellerose Colonial Farm LOT# 3 SUBDIV: L 24 West St MODEL:Meadow Run TAG:Floor JOB CATEGORY: Residential D T Hatfield, MA 01038 DELIVERY INSTRUCTIONS: ° (413) 247-8300 H Suopis/Bellerose Colonial SPECIAL INSTRUCTIONS: F 3 Meadow Run 7/11/19 plan set. Northampton, MA 01035 BY DATE BUILDING DEPARTMEN OVERHANG INF HEEL HEIGHT 01-00-00 REQ.LAYOUTS REQ.ENGINEERING QUOTE JJPK 07/18/19 Floor Trusses END CUT RETURNI NONE LAYOUT PLUMB GABLE STUDS 16 IN.OC ,loeSiTE 1 CUTTING JPK 07/18/19 ITEMS QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES PUNIT TOTAL F RICE RICE PRICE 3 EWP 221 1.75"x 11.875"2.0E PWLVL 16-00-00 FBI-3 14 Hanger HD412 ITEMS SUB-TOTAL: ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL PURCHASER: BY: TITLE: BY: ADDRESS: TITLE: DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL Quote is based on current design values at thmime of quote (lumber, EW ar ware,etc). Should any of these values change prior to completion of this project, UFP Belchertown,LLC reserves the right to adjust the sell price accordingly. QUOTE POLICY: QUOTE VALID FOR 7 DAYS. AFTER 7 DAYS, UFP RESERVES THE RIGHT TO REVIEW/ADJUST ALL PRICING. Sealed individual truss drawings are included in the pricing. Sealed layouts, stamped bracing diagrams are NOT included BUT can be provided for an additional charge. Full payment made on net 30 day terms. No pay-if paid terms. UFP reserves the right to hold shipments if we are not paid within the agreed upon payment terms Job russ Truss ypeY Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 19033841BF 2F01 Floor 6 1 Job Reference(optional) UFP,UFP 2020 Run:8.310 s May 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:36 2019 Page 1 ID:Lk340HG?50rauxe1 g6k3lyzTouO-5gndCUiApMGomNpv5?OAOyN?VBiTPgthgCT8X7ywZAD 0-1.8 Hi2-6-0 1-9-8l 1 1-0 1-9-8 I 1-98 --l-9-8- 1-1� 0�8 i Stale=1:50.1 3x4 II 4x10= 3x8= 3x6= 4x10= 3x10 MT20HS FP= 3x4= 3x6= cj 0 1 2 3 4 5 6 7 8 9 10 11 / 13 14 15 0 1 2714 I4 25 24 23 22 21 20 19 18 17 16 11 3x8= 3x6= 3x4= 4x12= 3x6 FP= 4x10= 3x6= 3x6= • 3x12 MT18HS— 4-8-0 , 6-7-0 15-6-8 22-8-8 24-7-8 30-0-0 r 4-8-0 1-11-0 i 8-11-8 7-2-0 111 0 — 5-4-8 Plate Offsets(X,Y)-- [12:0-1-8,EdgAe [1 TO-1-8,Edge],[23:0-1-8,Edge],[24:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in floc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.29 22-23 >640 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.44 16-17 >393 360 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(CT) 0.05 16 n/a n/a MT18HS 197/144 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:108 Ib FT=20%F,129/6E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat)'Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except T2:2x4 SPF No.2(flat) end verticals. BOT CHORD 2x4 SPF 2100F 1.8E(flat)'Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 62:2x4 SPF No.2(flat) WEBS 2x4 SPF No.2(flat) REACTIONS. (Ib/size) 25=728/0-3-8 (min.0-1-8),20=2180/0-3-8 (min.0-1-8),16=649/0-3-8 (min.0-1-8) Max Grav 25=791(LC 3),20=2180(LC 1),16=721(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2904/0,3-4=-2904/0,4-5=-2904/0,5-6=-1847/369,6-7=-1847/369,7-8=0/3175, 8-9=0/3175,9-10=0/3175,10-11=-1590/525,11-12=-1590/525,12-13=-2504/0, 13-14--2504/0 BOT CHORD 24-25=0/1944,23-24-0/2904,22-23=0/2824,21-22=-1055/471,20-21=-1055/471, 19-20=-1153/350,18-19=0/2504,17-18=0/2504,16-17=0/1729 WEBS 3-24=-321/11,8-20=-323/0,2-25=-2040/0,2-24=0/1062,7-20=-2861/0,7-22=0/1688, 5-22=-1226/0,5-23=0/736,10-20=-2689/0,10-19=0/1531,14-16=-1815/0,14-17=-55/820, 12-19=-1424/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 11 kk JUAN J. U�1\ � 2 GALES-U7 RA v' ST U� 21 CIST 5�+ONAI 07/21/2019 Job , Truss Truss Type OtY Ply Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 19033841BF 2FO1L GABLE 1 1 Job Reference(optional) UFP,UFP 20/20 Run:8.310 s May 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:38 2019 Page 1 ID:Lk340HG?50rauxel g6k3lyzTou0-12vOdAjQL_XW?gylDQRe5NSXh_bEtsq_7WyFc?ywZAB O-IA-8 O-I-8 Scale=1:50.5 3x6 FP= 0 1 2 3 4 5 6 Tj 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2425 0 qo10151 1 11 1 S 1 1 S 1 1 1 1 1 1 S 1 S 1 S 1 1 1 1 1 1 52 Io to 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3x4— 3x6 FP- 3x4= 1 4-0 2.8-0 4-0-0 5 4 0 6-8-0 8-0-0 9.4-0 108-0 12-0-0 13-4-0 14-8-0 16-0-0 17 4 0 188-0 20-0-0 21 4 0 22-8-0 24-0-0 25-4-0 26-8-0 28-0-0 29 4-0 0-0- 1-4.0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1.4-0 1<-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1.4-0 1-4-0 -8 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0-0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 26 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:90 Ib FT=20%F,12%E LUMBER- BRACING- TOP CHORD 2x4 SPF No2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No2(flat) end verticals. WEBS 2x4 SPF No2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No2(flat) REACTIONS. All bearings 30-0-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)50,26,49,48,47,46,45,44,43,42,41,40,38,37,36,35, 34,33,32,31,30,29,28,27 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.102 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard �HpF hJq, JUAN I � RAt-jES•U7 RA �' STRUCT U 21 GIST �''►►rrmn'� 7/21/2019 Job RISSTruss Type Qty y Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 19033841 BF 2F02 FLOOR 4 1 _ Job Reference(optional UFP,UFP 20/20 Run:8.310 s May 22 2019 Print:8.310 s-May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:38 2019 Page 1 ID:Lk340HG?50rauxelg6k3lyzTouO-12vOdAjQL_XW?gylDQRe5NSTL_VVtoq_7WyFc?ywZAB 0-1-8 I f — 2-6-0 1.9-8 I 1-10-0 Scale=1:16.8 1.5x3 II 3x6= 1.5x3 11 1.5x3 11 1 2 3 4 3x4= 5 10 1.54= 8 7 3x4= 1.5x3 II 34= 3x8= 9-3-0 9-3-0 -------- Plate Offsets(X,Y)-- f4:0- -S,Edge],[8:0-1-8,Edge] 1 — LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.35 Vert(LL) -0.12 8-9 >937 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.21 8-9 >509 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:33 Ib FT=20%F, 12%E LUMBER- BRACING- TOP CHORD 2x4 SPF 21 OOF 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 2100F 1.8E(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=538/0-4-0 (min.0-1-8),6=544/0-3-8 (min.0-1-8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1338/0,3-4=-1338/0 BOT CHORD 8-9=0/1176,7-8=0/1338,6-7=0/1338 WEBS 2-9=-1232/0,2-8=0/372,4-6=-1410/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard ,V— tick JUAN J. HALES-UTP STRUM 1 21 C►STEA ►rrr�l,d1� 07/21/2019 Job ruse russ ype SuopisBellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 190338418E 2F03 FLOOR 7 1 Job Reference(optional) UFP,UFP 20/20 Run:8.310 s May 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:39 2019 Page 1 ID:Lk340HG?50rauxel g6k3lyzTouO-VFTmgWk36HfNdgXUm8ytea_a1 Op?cC48MAio8RywZAA 0-1-8 2-6-0 - 1-7-0 -9-8H Scale=1:25.5 1.5x3 II 1.5x3= 4x8= 1.5x3 II 1.5x3 II 3x6= 1.54 II 3x8= 1.54 II 0 1 2 3 4 5 6 7 8 1-1 E k-c� X14 I =n�� 12 11 10 9 3x8= 4x6= 3x4= 4x8= 3x6= 4-8-0 6.3-0 15.2-8 4-8-0 1-7-0 8-11.8 Plate Offsets(X,Y)- [11:0 1-8,Edgel,[12:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) -0.3010-11 >596 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.56 Vert(CT) -0.4610-11 >388 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:60 Ib FT=20%F,12%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF 2850F 2.3E or 2x4 SP 2850F 2.3E(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 13=895/0-3-8 (min.0-1-8),9=901/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3511/0,3-4=-3511/0,4-5=-3511/0,5-6=-3291/0,6-7=-3291/0 BOT CHORD 12-13=0/2269,11-12=0/3511,10-11=0/3840,9-10=0/2224 WEBS 3-12=-393/0,2-13=-2383/0,2-12=0/1435,7-9=-2350/0,7-10=0/1180,5-10=-580/0,5-11=-544/209 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard OF of JUAN I � aAtES-UT RA u' STRUCI Uf 21 ____ GlSTEA riti Filly" 1 07/21/2019 0 NSSrUSS ype SuopisBellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 190338418E 2F03L GABLE 1 1 Job Reference(optional) UFP,UFP 20/20 Run:8.310 s May 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:41 2019 Page 1 I D:Lk340HG?50rauxe 1 g6k3lyzTouO-RdaWFCIJevv5s8htuZ_Lj?42wCdx4CaRpUBvCKywZA8 0�{8 Scale-1:24.4 0 Tj 1 2 3 4 5 6 7 8 9 10 11 12 13 1 1 1 1 1 1 1 1 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4— 1-4-0 2-8-0 4-0-0 5-4-0 _ 6-6-0 8.0-0 9 4-0 10-8-0 12-0-0 13-4-0 14-8-0 15-3-0 1: 4-0 1-4-0 1-4-0 1-4-0 1-4-10 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 0-7W LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 14 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:46 Ib FT=20%F,12%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2(flat) REACTIONS. All bearings 15-3-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)26,14,25,24,23,22,21,20,19,18,17,16,15 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard '�KQF 14f4SS' 'C . RALES-UT RA STRUCT U 21 LISTA SSfONAL 11 07/21/2019 oTruss I russ ype Y Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 190338418E 21`04 FLOOR 7 1 Job Reference(optional) LFP,UFP 20/20 Run:8.310 s May 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:43 2019 Pagge 1 ID:Lk340HG?50rauxel g6k3lyzTouO-NOiGg1nZAW9p6RrF?zOpoQ9Es?9nYOfjHogOHDywZA6 0-1-8 _ 2-6-0 1-8-12 1-9-8 Scale:112"=1' 1.5x3 k 1.5x3= 3x8= 1.54 11 1.54 11 3x8= 1.54 11 1 2 3 43x4= 5 6 7 0 13 11 10 9 8 3x8= 3x6= 1.54 II 3x8= 3x6= 5-4-8 7-1-4 14-3-4 5-4-8 _ 1-8-12 7-2-0 Plate Offsets(X,Y)-- [4:0-1-8,Edge],[11:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.26 9-10 >648 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.36 9-10 >465 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:51 Ib FT=20%F, 12%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-14 oc purlins, except BOT CHORD 2x4 SPF 2100F 1.8E(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=839/0-3-8 (min.0-1-8),8=845/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3317/0,3-4=-3317/0,4-5=-3016/0,5-6=-3016/0 BOT CHORD 11-12=0/2089,10-11=0/3317,9-10=0/3317,8-9=0/2044 WEBS 6-8=-2159/0,2-12=-2194/0,6-9=0/1075,2-11=0/1347,5-9=-267/0,3-11=-262/0,4-9=-673/49 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard tHOF M40� JUAN J- ` gAt_ES•UTP RA STRUCTUf L 21 GISIT •»� tirrnill 07/21/2019 Job runs cuss ype Y SuopisBellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 19033841BF 2F041- GABLE i 1 Job Reference(optional) UFP,UFP 20/20 Run:8.310 s May 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:44 2019 Page 1 ID:Lk340HG?50rauxel g6k3lyzTouO-sCGftDoBxq HgjbQSZhY2LeiZBPfeHZJtVSPZpfywZA5 0N8 Scale=1:22.8 1 2 3 4 5 6 7 8 9 10 11 12 ST1 S11 S71 "T11 'C71 >000000000004' MmmW6 24 23 22 21 20 19 18 17 16 15 14 13 3x4— 1-4-0 2-8-0 4-0-0 _.+_ 5-4-0 6-8-0 8-0-0 9-4-0 _ 10-8-0 12-0-0 13-4-0 14-3-12 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0- 1-4-0 1-4-0 1-4-0 0-11-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) n/a n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 13 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-R Weight:43 Ib FT=20%F, 12%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2(flat) REACTIONS. All bearings 14-3-12. (lb)- Max Grav All reactions 250 Ib or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard JUAN J. C) w►LES.UT RA v' STKUCl U 21 fST A Hti SSOAI�Ce� 07/21/2019 o russ Truss Type Qty Ply Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 190338418E 2F05 FLOOR 3 1 Job Reference(optional) UFP.UFP 20/20 Run:8.310 s Mayy 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:44 2019 Pa 1 I D:Lk340HG?50rauxe 1 g6k3lyzTou 0-sCGftDoBxq HgjbQSZhY2Lei S7 PXfHT_tV S PZpfywZA5 0-1-8 2-6-0 1-11-0 1-9-8 0-11-12 l 11-9--8 III —- 1 r —i F--- I ��' 8 Scele.1:29.5 1.5x3 II 1.5x3 I 1.5x3= 3x8= 1.50 11 3x4= 3x6 FP= 4x8= 3x4 11 44= 1.5x3 II 0 1 2 3 4 5 6 7 8 9 10 019 82 u 17 16 15 14 12 3x8= 3x6= 1.5x3 11 4x10= 3x6 FP= 3x8= 1.54 II 4x4= 5-3-0 7-5-0 9-4-0 14-7-4 15-8-4 17-7-4 5-3-0 2-2-0 11 1 0 5-3-4 1-1-0 1-0 Plate Offsets(X,Y)-- [4:0-1-8,Edge],[9:0-1-8,Edge],[11:Edge 0-1-8],[13:0-3-0,Eqa 17:0-1-8,Edge] _ -- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.19 15-16 >885 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(CT) -0.2717-18 >627 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.04 13 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:64 to FT=20%F,12%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 2100F 1.8E(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 18=798/0-4-0 (min.0-1-8),11=-72/0-3-8 (min.0-1-8), 13=1357/0-3-8 (min.0-1-8) Max Upliftl 1=-246(LC 3) Max Grav 18=798(LC 1),11=146(LC 4), 13=1357(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3031/0,3-4=-3031/0,4-5=-2726/0,5-6=-2726/0,6-7=-2726/0,7-8=-3/811,8-9=-3/811 BOT CHORD 17-18=0/1959,16-17=0/3031, 15-16=0/3031,14-15=0/1385, 13-14=0/1385,12-13=-811/3, 11-12=-811/3 WEBS 8-13=-432/0,2-18=-2057/0,2-17=0/1189,9-11=-3/892,7-13=-2165/0,7-15=0/1448,5-15=-288/0,4-15=-608/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 246 Ib uplift at joint 11. 3)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard V �NflF u�­4'` JUAN J- gALES•UT FiA STRUCI LI 21 CtSTER '°�� NAk.� ►►rnrIrrt 07/21/2019 o Iruss I runs ype Ply 1 Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 190338418E 2F06 FLOOR 1 1 Job Reference(optional) UFP,UFP 20/20 Run:8.310 s May 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Fd Jul 19 09:17:45 2019 Pagge 1 ID:Lk340HG?50rauxelg6k3lyzTouO-KPg15Zppi7PXLl?e7O3HtrEf_quow_Ok696L5; A4 0-1-8 H ' 2-6-0 i Scale=1:24.4 1.5x3 II 1.5x3= 4x8= 1.5x3 II 1.5x3 II 3x8= 1.5x3 II 0 1 2 3 43x4= 5 6 7 ELI �13 71 10 9 3x8= 3x6= 1.54 II 410= 3x6= 5-4-8 6-8-8 14-7-0 5-4-8 _ 1 4-0 7-10-8 _ Plate Offsets(X,Y)-- [4:0-1-8,Edgej, 11[ .0-1-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.24 9-10 >731 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.66 Vert(CT) -0.33 9-10 >516 360 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:53 Ib FT=20%F,12%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 2100F 1.8E(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 12=858/0-4-0 (min.0-1-8),8=864/0-3-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3431/0,3-4=-3431/0,4-5=-3372/0,5-6=-3372/0 BOT CHORD 11-12=0/2141,10-11=0/3431,9-10=0/3431,8-9=0/2093 WEBS 3-11=-267/0,2-12=-2249/0,2-11=0/1392,6-8=-2212/0,6-9=0/1351,5-9=-309/0,4-9=-490/273 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard JUM1 J. 4 {\ v RULES-UT AA STRUCTU 21 CJSTER „ia• SS+ONAI ill 07/21/2019 Job . fuss I fuss ype y Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 19033841BF 2FO7 FLOOR 1 1 Job Reference(optional) UFP,UFP 2020 Run:8.310 s May 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:45 2019 Pa 1 3x4= ID:Lk34OHG?50rauxelg6k3lyzTouO-KPgl5Zppi7PXLl?e7O3HtrEhhpxPO_mOk696L5g A4 1-0-0 1-2-0 _ 1 1.5x3 II ~— 3x4— 4 1.50 I Scale=1:7.6 T1 W7W2 W21-1 W1 d B1 – – 1.54 II 1.54 II 8 7 6 3x4= 3x4= 1-3-0 2-5-0 3-8-0 1-3-0 1-2-0 1-3-0 Plate Offsets(X,1)-- f2:0-1-8,E0geb 13:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) -0.01 7 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.24 Vert(CT) -0.01 7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight: 15 Ib FT=20%F,12%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=744/0-3-8 (min.0-1-8),8=744/0-3-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-712/0 BOT CHORD 7-8=0/712,6-7=0/712,5-6=0/712 WEBS 3-5=-902/0,2-8=-902/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2015 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-20,1-4=-400 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-20, 1-4=-400 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-20,1-3=-400,3-4=-320 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-20,1-2=-320,2-4=-400 NOF MA Qn 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) � Vert:5-8=-20, 1-3=-400,3-4=-320 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 juAN Uniform Loads(plf) N Vert:5-8=-20, 1-2=-320,2-4=-400 RALES-UT RA STRUM l ►►t/rtati 07/21/2019 O Mssruss Type Y Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 19033841BF F01 Floor 13 1 Job Reference(optional) UFP,UFP 20/20 Run:8.310 s May 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:47 2019Pagge� 1 ID:Lk340HG?50rauxelg6k3lyzTouO-GnynWFg4DIfEa38OEp5lyGKxLdYWUnbJBQeDOyg A2 0-9-4 r r 0-10-1�' 2-6-0 iI 1 5� 1-9-8 1.9-8 1�6-13 1-10-1 9W Scald.1:50.5 3x4= 3x4 11 410= 3x4= 6x6= 3x4= 3x4= 412= 3x10 MT20HS FP= 3x8= 4x4= 6x6= 1 302 3 4 5 6 W4 7 6 9 10 11 12 13 14 15 1631 17 to[ 29 28 27 26 25 24 23 22 21 20 19 le 402= 3x4= 506= 412=3x6 FP= 4x12= 48= e 9-11-4 4-11-9 6-4-10. 15-6-12 23-2-10 24-9-7 28-9-12 29-9-0 11 4-0-5 1-5-1 9-2-2 7-7-14 1-6-13-13 4-0-5 -11- Plate Offsets(X,Y)-- [4:0-1-8,Edge],[13:0-1-8,Edge],[14:0-1-8,Edge],[17:0-2-9,Edge],[26:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) -0.21 25-26 >840 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.52 Vert(CT) -0.35 25-26 >520 360 MT20HS 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) -0.02 17 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:107 Ib FT=20%F,12%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SPF No.2(flat) 6-0-0 oc bracing:24-25,22-24. REACTIONS. (Ib/size) 1=733/0-4-0 (min.0-1-8),24=2324/0-5-4 (min.0-1-9),17=606/0-4-0 (min.0-1-8) Max Grav 1=793(LC 3),24=2324(LC 1), 17=681(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-30=-1543/0,2-30=-1541/0,2-3=-1539/0,3-4=-1539/0,4-5=-2921/0,5-6=-2921/0, 6-7=-2332/0,7-8=-2332/0,8-9=0/3412,9-10=0/3412,10-11=0/3412,11-12=-1719/542, 12-13=-1719/542,13-14=-2248/0,14-15=-1313/0,15-16=-1313/0,16-31=-1311/0, 17-31=-1316/0 BOT CHORD 27-28=0/2921,26-27=0/2921,25-26=0/2936,24-25=-936/471,23-24=-1428/125, 22-23=-1428/125,21-22=0/2248,20-21=0/2248,19-20=0/2248 WEBS 9-24=-339/011-28=0/1 673,4-28=-1457/0,8-24=-3190/0,8-25=0/2162,7-25=-259/0, 6-25=-809/0,6-26=-24/547,11-24=-2701/0,11-22=0/1908,12-22=-282/0,13-22=-1122/0, 17-19=0/1428,15-19=-258/0,14-19=-986/155 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. 8)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-29=-20,1-5=-100,5-10=-121,10-17=-100 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 �,s�Z�4M C Uniform Loads(plf) Vert:18-29=-20,1-5=-100,5-10=-121,10-17=-100 it 3)1st Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 �� Uniform Loads(plf) 1n RA Vert:18-29=-20,1-5=-100,5-9=-121,9-10=-41,10-17=-20 v SST sTRU TL Continued on page 2 211 CIST �S�NA�j' _nth 07/21/2019 OTruss Truss Type QtY PlY I Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 19033841BF F01 Floor 13 1 Job Reference(optional) UFP,UFP 20/20 Run:8.310 s May 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:47 2019 Pa e 2 ID:Lk340HG?50rauxelg6k3lyzTouO-GnynWFg4DIfEa38OEp5lyGKxLdYWUnbJBQeDQyw 2 LOAD CASE(S) 4)2nd Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-29=-20,1-5=-20,5-9=-41,9-10=-121,10-17=-100 5)3rd unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-29=-20,1-5=-100,5-9=-121,9-10=-41,10-17=-20 6)4th unbalanced Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-29=-20,1-5=-20,5-9=-41,9-10=-121,10-17=-100 7)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-29=-20,1-30=-20,5-30=-100,5-9=-41,9-10=-121,10-31=-100,17-31=-20 8)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-29=-20,1-4=-20,4-5=-100,5-10=-121110-31=-100,17-31=-20 9)3rd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-29=-20,1-30=-20,5-30=-100,5-10=-121,10-14=-100,14-17=-20 10)4th chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-29=-20,1-30=-20,5-30=-100,5-9=-121,9-10=-41,10-13=-20,13-31=-100,17-31=-20 11)5th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-29=-20,1-30=-20,5-30=-100,5-9=-41,9-10=-121,10-31=-100,17-31=-20 12)6th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-29=-20,1-4=-20,4-5=-100,5-10=-121,10-31=-100,17-31=-20 13)7th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-29=-20,1-30=-20,5-30=-100,5-10=-121,10-14=-100, 14-17=-20 14)8th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:18-29=-20,1-30=-20,5-30=-100,5-9=-121,9-10=-41,10-13=-20,13-31=-100, 17-31=-20 a JUAN J. � RALES•UT RA v' STRUCIU� L 21 C►STEa .� SSIONALE 11 07/21/2019 Job Truss Truss Type Ply Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 19033841BF F02 FLOOR 3 1 Job Reference(optional) UFP,UFP 20/20 Run:8.310 s May 22 2019 Print:8.310 a May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:47 2019 Page 1 I D:Lk340HG?50rauxel g6k3lyzTouO-Gnyn W Fg4DItEa38OEp5lyGKzOdYmUpEJBQeDQ_ywZA2 0-9-4 I r , 1-10-1 2-6-0 H1-6-13 0-11=2 f r 1-9-8 0-9-4 .4 3x4 11 6x6=3x4= 1.5x3 II 3x4= 3x4= 1.5x3 11 4x8= 3x6 FP= 3x6= 1.50 '1 1 21 2 3 4 5 6 7 8 9 10 11 i R11 B2 20 19 18 17 16 15 /3 1 4x10= 1.54 II 1.5x3 II 4x10= 3x6 FP= 3x8= 1.54 II 3x6 0-11-4 , 4-11-9 6-6-6 14-4-14 15-5-8 17-6-0 0-11-4 4-0-5 i 1-6-13 { 7-10-8 �-1-0-10 2-0-8 � Plate Offsets(X,Y)-- [4:0-1-8,Edgel,[5:0-1-8,EdgeL[10:0-1 8,Edge],[14:0-3-0,Edge] - - _ ------ — - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) -0.21 16-17 >816 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Vert(CT) -0.30 16-17 >566 360 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(CT) 0.01 14 n/a n/a BCDL 10.0 Code IRC2015ITP12014 Matrix-S Weight:64 lb FT=20%F,129'oE LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF 2100F 1.8E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SPF No.2(flat) 6-0-0 oc bracing: 13-14,12-13. REACTIONS. (Ib/size) 1=770/0-4-0 (min.0-1-8), 14=1368/0-5-4 (min.0-1-8), 12=-102/0-3-0 (min.0-1-8) Max Upliftl2=-274(LC 3) Max Gravl=770(LC 1),14=1368(LC 1), 12=127(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-21=-1495/0,2-21=-1493/0,2-3=-1491/0,3-4=-1491/0,4-5=-2791/0,5-6=-2620/0,6-7=-2620/0,7-8=0/881, 8-9=0/881,9-10=0/881 BOT CHORD 18-19=0/2791,17-18=0/2791,16-17=0/2791,15-16=0/1267,14-15=0/1267,13-14=-881/0,12-13=-881/0 WEBS 1-19=0/1622,4-19=-1376/0,7-14=-2114/0,7-16=0/1463,6-16=-336/0,9-14=-453/0,5-16=-466/101,10-12=0/969 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 274 Ib uplift at joint 12. 3)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. 7)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard JN\O M4 JUAN J. �\ RALES-UT RA STRUCTU 21 ClST � ►►►trrrr 07/21/2019 0Truss cuss ype Y SuopisBellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 19033841BF F03 Floor 1 1 Job Reference(optional) UFP.UFP 20/20 Run:8.310 s May 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:49 2019 Page 1 ID:Lk340HG?50rauxel g6k3lyzTouO-CA3YwxsKlMvygMIPME7D2hPDZQAOyj3cfk7KUsywZAO 0-4-8 t t0 1 f 2-60 'r— 1-8-9 Scale=1:24.4 6x6= 3x4= 1.54 II 3x6= 1.5x3 II 34= 1.50 II 1 15 2 3 4 53x4= 6 7 8 14 13 12 11 10 402= 1.54 II 1.5x3 II 400= 3x6= 0-11-4 4-11-9 6-8-2 14-6-10 0-11-4 4-0-5 -�- 1-8-9 7-10-8 Plate Offsets(X,Y)-- [4:0-1-8,Edge],[5:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Vert(LL) -0.2910-11 >578 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.43 10-11 >398 360 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.02 9 n/a n/a BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Weight:52 Ib FT=20%F,12%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BOT CHORD 2x4 SPF 2100F 1.8E(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=836/0-4-0 (min.0-1-8),9=847/0-5-4 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-1631/0,2-15=-1628/0,2-3=-1626/0,3-4=-1626/0,4-5=-3204/0,5-6=-3285/0,6-7=-3285/0 BOT CHORD 12-13=0/3204,11-12=0/3204, 10-11=0/3204,9-10=0/2047 WEBS 7-9=-2163/0,1-13=0/1769,7-10=0/1308,6-10=-318/0,4-13=-1663/0,5-10=-382/362 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2015 International Residential Code sections R502.1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard JUAN J. � v kALIES-UTP RA STRUM L 21 IS ►trrt�r il� 07/21/2019 Job Truss I russ I ype QtY PlY I Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 19033841BF F04 Floor 5 1 Job Reference(optional) UFP,UFP 20/20 Run:8.310 s Ma 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:50 2019 Page 1 ID:Lk340HG 5Orauxelg6k3lyzTouO-gMdw8HsyWg1pRWtbwyeSavyYWgd_hDRIuOtt1JywZA? 0-9-4 1-10-1 2-6-0 -5-3 Scale=1:16.9 6x6= 3x4= 1.5x3 II 3x4= 1.54 II 1 12 2 3 4 5 3x4= 6 11 10 9 8 3x8= 1.5x3 II 1.5x3 II 3x4= 09 4 2-2-9 4-11-9 6-4-12 9-1-12 0-9=4 — 1-5-5 2-9-0 1-5-3 2-9-0 1 Plate Offsets(X,Y)-- [4:0-1-8,Edgeh[5:0-1-8,Edge1j LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.27 Vert(LL) -0.08 9-10 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(CT) -0.11 9-10 >935 360 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) -0.01 7 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:33 Ib FT=20%F, 12%E LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF 2100F 1.8E(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=515/0-4-0 (min.0-1-8),7=522/0-3-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=-979/012-12=-974/0,2-3=-976/0,3-4=-976/0,4-5=-1243/0 BOT CHORD 9-10=0/1243,8-9=0/1243,7-8=0/1243 WEBS 1-10=0/1062,3-10=-258/0,4-10=-388/0,5-7=-1310/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfTPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. 6)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 'NOF A! JUAN J. RAt_ES-UTP RA CA STRUCTUf L 21 CtSTS S$fONAIE�i 07/21/2019 o . • I ruesruns ype y SuopisBellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 19033841BF FOS Floor 1 1 Job Reference(optional) UFP,UFP 20120 Run:8.310 s May 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Fri Jul 19 09:17:52 2019 Page 1 3x4= ID:Lk340HG.50rauxe1g6k3lyzTouO-dllgZyuC2HHXhg1_1MhwfK1xAeMW9BO2LhM_4BywZ9z 1-0-0 , 1-2-0 __ 1 1.5x3 II 3x4= 4 1.5x3 II Scale=1:7.6 Ti W1Vtf2 W2 W1 131 1.5x3 II 1.50 II 8 7 6 3x4= 3x4= 1-1-6 1-7-8 2-6-8 3-8-0 r 1-1-8 0-6-0 0-11-0 Plate Offsets(X,Y)-- [2:0-1-8,Edge),[3:0-1-8,Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.07 Vert(LL) -0.00 7 >999 480 MT20 197/144 TCDL 10.0 Lumber DOL 1.00 BC 0.08 Vert(CT) -0.00 7 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code IRC2015/TP12014 Matrix-S Weight:15 Ib FT=20%F,12%E LUMBER- BRACING- TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, except BOT CHORD 2x4 SPF No.2(flat) end verticals. WEBS 2x4 SPF No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 5=212/0-3-8 (min.0-1-8),8=212/0-3-8 (min.0-1-8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-5=-258/0,2-8=-258/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard JUAN J. ..� pALES-UTP STaUC1UV L 21 CIST A Hj _ Rrin1 � T1 � � 07/21/2019 DATE07/18/19 PAGE 1 REQ.QUOTE DATE / / ORDER# ORDER DATE / / QUOTE# 19033841B DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI DATE OF INVOICE / / CUSTOMER PO# 7 y ORDERED BY Andy Clogston INVOICE# UFP Belchertown, LLC TERMS 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT Andy Clogston SALES REP Brian Tetreault Phone:413-323-7247 Fax:413-323-5780 JOBSITE PHONE# ( ) - SALES AREA Massachusetts/ R.K. Miles-Hatfield JOB NAME:Suopis/Bellerose Colonial Farm LOT# 3 SUBDIV: s 24 West St MODEL:Meadow Run TAG:Roof JOB CATEGORY: Residential L T Hatfield, MA 01038 DELIVERY INSTRUCTIONS: ° (413) 247-8300 H Suopis/Bellerose Colonial SPECIAL INSTRUCTIONS: 3 Meadow Run 7/11/19 plan set. AW Northampton, MA 01035 r BY DATE BUILDING DEPARTMEN OVERHANG INF HEEL HEIGHT 01-00-00 REQ.LAYOUTS REQ.ENGINEERING QUOTE JPK 07/18/19 Roof TrussesEND CUT RETURN I NONE LAYOUT / ! PLUMB GABLE STUDS 0 IN.OC JOBSITE 1 CUTTING JPK 07/18/19 ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL STRESS INCR ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) INFORMATION 35.0,15.0,0.0,10.0 1.15 PROFILE 1QTY1 PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB UNIT TOTAL PLY ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT PRICE PRICE ® MONOPITCH 1 5.00 0.00 M01 12-00-00 12-00-00 2 X 4 2 X 400-10-08 ® COMMON 5 5.00 0.00 T01 24-00-00 24-00-00 2 X 4 2 X 4 00-10-08 00-10-08 ® COMMON 6 5.00 0.00 T01 A 24-00-00 24-00-00 2 X 4 2 X 4 00-10-08 ® COMMON 1 5.00 0.00 T01 GE 24-00-00 24-00-00 2 X 4 2 X 4100-10-08 00-10-08 ® COMMON 17 9.00 0.00 T02 30-00-00 30-00-00 2 X 6 2 X 4 00-10-08 00-10-08 ® 2 9.00 0.00 COMMON T02GE 30-00-00 30-00-00 2 X 6 2 X 4 00-10 08 00-10-08 ROOF SUB-TOTAL: ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL PURCHASER. - BY: TITLE: BY: ADDRESS. TITLE: DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL Quote Is based on current design values at tne time of quo aum er, hardware,e c . - Should any of these values change prior to completion of this project, UFP Belchertown,LLC reserves the right to adjust the sell price accordingly. QUOTE POLICY: QUOTE VALID FOR 7 DAYS. AFTER 7 DAYS, UFP RESERVES THE RIGHT TO REVIEW/ADJUST ALL PRICING. Sealed individual truss drawings are included in the pricing. Sealed layouts, stamped bracing diagrams are NOT included BUT can be provided for an additional charge. Full payment made on net 30 day terms. No pay-if paid terms. UFP reserves the right to hold shipments if we are not paid within the agreed upon payment terms oTruss Truss Type YSuopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 190338416 M01 Monopitch Supported Gable 1 1 Job Reference(optional) UFP,UFP 20/20 Run:8.240 s Feb 11 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Thu Jul 18 14:07:27 2019 Page 1 ID:Lk340HG?50rauxel g6k3lyzTouO-8TUNjwYFXLsNB9jxzNgldLj?NEEU_KGA3GN_xUywgOU -0-10-8 12-0-0 0-10-8 12-0-0 2x4 11 Scale=1:30.6 7 6 5.00 12 5 13 cr Ni4 Ci 3 T T T 2 3x4= 12 11 10 9 8 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.00 1 n/r 180 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.11 Vert(CT) 0.01 1 n/r 80 TCDL 15.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 n/a n/a BCLL 0.0 ' Code IRC2015lTP12014 Matrix-P Weight:48 Ib FT=20 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SPF No.2 end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-0-0. (lb)- Max Horz 2=154(LC 12) Max Uplift All uplift 100 Ib or less at joint(s)8,9,10,11,12 Max Grav All reactions 250 Ib or less at joint(s)8,11 except 2=296(LC 19),9=320(LC 19), 10=323(LC 19), 12=470(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-253/118 WEBS 6-9=-278/106,5-10=-279/110,3-12=-387/209 NOTES- 1)Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.Il;Exp C;Enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x3 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8,9,10,11,12. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. OF M, LOAD CASE(S) Standard JUAN J. RALES-LITP STRUM 21 CIST •��- 07/21/2019 oTruss Truss Type Qty Ply Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 19033841 B Tot COMMON 5 1 Job Reference(optional) UFP.UFP 20/20 Run:8.240 s Feb 112019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Thu Jul 18 14:07:29 2019 Page 1 ID:Lk340HG?50rauxe1g6k3lyzTouO-5sc88baV3y75QTtJ4osmimpGc2k_SCOTXas5?NywgOS TO-10-8 _ 6-1-5 12-0-0 17-10-11 24-0-04-10-10-� 104 6-1-5 5-10-11 -+- - 5-10-11 -i 6-1-5 0-10-8 Scale=1:40.9 5x6= 4 5.00 F12 1.5x3 O 17 18 1.54 3 5 1 Al LAA B2 f ao 0 10 9 a 5x6= 3x4= 3xs= 30= 5x6= 8-0-14 15-11-2 24.0-0 8-0-14 7-10-4 8-0-14 Plate Offsets(X,Y)-- [2:0-0-0.0-1-7],[6:0-0-0 0-1-7 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.61 Vert(LL) -0.15 8-10 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.81 Vert(CT) -0.29 8-10 >980 180 TCDL 15.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.08 6 n/a n/a BCLL 0.0 ' Code IRC2015ITP12014 Matrix-MS Wind(LL) 0.07 8-10 >999 360 Weight:83 Ib FT=20 BCDL 10.0__. LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 4-0-6 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-5-5 oc bracing. WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SPF No.2,Right:2x4 SPF No.2 Installation uide. REACTIONS. (Ib/size) 2=1528/0-5-8 (min.0-2-6),6=1528/0-5-8 (min-0-2-6) Max Horz 2=-58(LC 13) Max Uplift2=-83(LC 12),6=-83(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2783/629,3-17=-2419/568,4-17=-2298/588,4-18=-2298/588,5-18=-2419/568, 5-6=-2783/629 BOT CHORD 2-10=-483/246219-10=-238/1669,8-9=-238/1669,6-8=-483/2462 WEBS 4-8=-151/844,5-8=-663/254,4-10=-151/844,3-10=-663/254 NOTES- 1)Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp C;Enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,6. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard tin JUAN I RALE$UT RA STF�t3Cl U 1 ( C ST A.)NAttit �'�►►nri�f'�' 07/21/2019 Job runs Truss Type ply Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 19033841B T01A 6M,40N 8 1 Job Reference(optional) UFP,UFP 20/20 Run:8.310 s May 22 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Thu Jul 18 14:07:30 2019 Page 1 ID:Lk340HG?50rauxel g6k3lyzTouO-Z2AWMxaBgGFy2dSVeWN?F_LRcS4EBeEcmEbeXpywgOR -0-10-8 6-1-5 12-0-0 17-10-11 24-0-0 _ 0-10-8 6-1-5 5-10-11 + 5-10-11 6-1-5 Scale=1:39.9 5x6= 4 5.00 12 1.5x3 16 17 1.5x9 O 3 5 1 All B2 (b a s 0 9 8 7 US= 3x4= 3x6= 4x4= 4x6 c 8-0-14 15-11-2 24-0-0 �— 8-0-14 7-10-4, 8-0-14 Plate Offsets(X,Y)-- [2:0-0-0,0-1-7],[6:0-0-12,0-1-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.15 7-9 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.81 Vert(CT) -0.29 7-9 >991 180 TCDL 15.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.08 6 n/a n/a BCLL 0.0 ' Code IRC2015/7P12014 Matrix-MS Wind(LL) 0.07 7-9 >999 360 Weight:82 Ib FT=20 BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-2-2 oc bracing. WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SPF No.2,Right:2x4 SPF No.2 Installation guide. REACTIONS. (Ib/size) 6=1438/0-5-8 (min.0-2-4),2=1529/0-5-8 (min.0-2-6) Max Horz 2=62(LC 12) Max Uplift6=-71(LC 13),2=-83(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2787/631,3-16=-2422/570,4-16=-2301/591,4-17=-2308/595,5-17=-2429/574, 5-6=-2795/636 BOT CHORD 2-9=-511/2465,8-9=-267/1673,7-8=-267/1673,6-7=-517/2474 WEBS 4-7=-157/853,5-7=-668/258,4-9=-151/834,3-9=-652/254 NOTES- 1)Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp C;Enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2)TOLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)6,2. 8)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard -�i6QF M /a\ L V JUAN J. RA RALES UT v' S=TR I U 21 IST S1UNAi �Zv 07/21/2019 Job russ7;;;rted y Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 190338418 T01 GE Gable 1 1 Job Reference(optional) UFP,UFP 20/20 Run:8.240 s Feb 11 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Thu Jul 18 14:07:32 2019 Page 1 ID:Lk340HG?50rauxel g6k31yzTouO-VRIGmdcOMtVgHxbulxQTKPRtgFxkfaUvDY4lciywgOP talo-$ 12-0-0 I -----— ---- -24-0-0 —- 4 10-$ 10 12-a0 - 12-0-0 -�1a8 Scale-141.3 4x4= 7 8 8 5.00 FIT 5 9 24 4 10 3T T 11 T T T 2 — - — 9 8 att2 13 C? Io 3x4= 22 21 20 19 18 17 16 15 14 3x4- 5x6= 24-0-0 2400 Plate Offsets(X,Y)-- [16:0-3-0,0-3-01 LOADING(psf) SPACING- 2-0-0 CSI. T DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.00 13 n/r 180 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.10 Vert(CT) 0.00 13 n/r 80 BCDL 15.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 12 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IRC2015/TP12014 Matrix-S lI Weight:91 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-0-0. (lb)- Max Horz 2=-58(LC 17) Max Uplift All uplift 100 Ib or less at joint(s)2,19,20,21,22,17,16,15,14,12 Max Grav All reactions 250 lb or less at joint(s)18,21,15 except 2=302(LC 1),19=319(LC 19),20=322(LC 19), 22=469(LC 1),17=319(LC 20),16=322(LC 20),14=469(LC 1),12=302(LC 1) FORCES. (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 6-19=-281/88,5-20=-274/96,3-22=-369/161,8-17=-281/88,9-16=-274/96,11-14=-369/161 NOTES- 1)Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp C;Enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category ll;Exp C;Partially Exp.;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x3 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,19,20,21,22,17, 16,15,14,12. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. ��kOF Md LOAD CASE(S) Standard JUAN J. S UT RA N STRVCT U ACQ 1 C ST �SK?N k1 07/21/2019 oI russ I russ I ype Y I Suopis/Bellerose Colonial Farmhouse-3 Meadow Run Northampton,MA 19033841 B T02 COMMON /7 1 Job Reference(optional) UFP,UFP 20/20 Run:8.240 s Feb 11 2019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Thu Jul 18 14:07:34 2019 Page 1 ID:Lk340HG?50rauxel g6k3lyzTouO-RpP1 BJeeuVINXEIHtMSxPgW6w3P97LvGgsZsgaywqON Q-1 0r8 7.7.12 15-0-0 22-4-4 30-0-0 3Q-1g-8 10 8 7 7-4-4- 7-4-4 7-7-12 10-8 5x6 11 Scale=1:70.2 9.00 12 6 24 5x6 5x6 523 7 2x4\\ 2x4 4 R 4x4 1 4x4 3 9 1 2 Al Wn Ia „ 25 26 14 27 13 28 12 29 30 4x4= 3x10 MT20HS= 4x4= 6x8 11 6x8 11 10-1-3 19-10-13 30-0-0 10-1-3 9-9-11 10-1-3 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plate Grip DOL1.15 TC 0.70 Vert(LL) -0.3012-14 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 1.00 Vert(CT) -0.4712-14 >763 180 MT20HS 148/108 TCLL 15.0 Rep Stresslncr YES WB 0.68 Horz(CT) 0.08 10 n/a n/a BCLL 0.0 ' BCDL 10.0 Code IRC2015/TP12014 Matrix-MS Wind(LL) 0.03 14-17 >999 360 Weight:154 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x4 SPF No.2-1-11-12,Right 2x4 SPF No.2-D 1-11-12 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1888/0-3-8 (min.0-2-15),10=1888/0-3-8 (min.0-2-15) Max Horz 2=-255(LC 10) Max Uplift2=-84(LC 12),10--84(LC 13) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-833/20,3-4=-2291/418,4-5=-2117/509,5-23=-1969/522,6-23=-1922/549, 6-24=-1922/549,7-24=-1969/522,7-8=-2117/509,8-9=-2291/418,9-10=-833/20 BOT CHORD 2-25=-167/1865,25-26=-167/1865,14-26=-167/1865,14-27=0/1256,13-27=0/1256, 13-28=0/1256,12-28=0/1256,12-29=-167/1716,29-30=-167/1716,10-30=-167/1716 WEBS 6-12=-235/1004,8-12=-674/340,6-14=-235/1004,4-14=-674/340 NOTES- 1)Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.Il;Exp C;Enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=I O.Opsf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,10. 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard �1 ��N4F h�q JUAN J. � kntFS-UTP Ian `^� STRUCIU� L 21 SS�NALE�� 07/21/2019 OI russ Tr_u�ype mpton,MAy Suopis/Bellerose Colonial Farmhouse-3 Meadow Run NorthaT02GE mmon Supported Gable 2 1 Job Reference(optional) UFP,UFP 20/20 Run:8.240 s Feb 112019 Print:8.310 s May 22 2019 MiTek Industries,Inc. Thu Jul 18 14:07:36 2019 Page 1 ID:Lk340HG?50rauxel g6k3lyzTouO-NCXnc?fuP6?5mYvf_mUPUFbblsJhaN7V8A2zlTywgOL Q-10r8 15-0-0 30-0-0 39-1 -8 0-10-8 15-0-0 -- -----_+------ - 15-0-0 -- - 0-8 5x6= Scale-1:73.5 9.00 FIT 11 4x6 i 10 12 4x6 9 13 8 14 38 39 7 15 g 16 8 5 17 6 4x10 i HW1 44 5 15 18 4110 2 3 3 19 2 2 1 20 2F 37 36 35 34 33 32 31 30 28 27 26 25 24 23 22 3x6 II 3x6 11 29 3x4= 30-0-0 _ 30-0-0 Plate Offsets(X,Y)-- [20:Edae,0-3-111 LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 20 n/r 180 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 20 n/r 80 TCDL 15.0 Rep Stress Incr YES WB 0.18 Horz(CT) 0.01 20 n/a n/a BCLL 0.0 ' Code IRC2015ITP12014 Matrix-S Weight:210 Ib FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEBS 1 Row at midpt 11-30,10-31,8-32,12-28,14-27 SLIDER Left 2x4 SPF No.2-D 1-1-13,Right 2x4 SPF No.2-D 1-1-13 REACTIONS. All bearings 30-0-0. (lb)- Max Horz 2=255(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)31,32,33,34,35,36,28,27,26,25,24,23,20 except 2=-151(LC 8),37=-138(LC 12),22=-117(LC 13) Max Grav All reactions 250 Ib or less at joint(s)30,33,34,35,36,37,26,25,24,23,22,20 except 2=302(LC 23),31=345(LC 19),32=315(LC 19),28=345(LC 20),27=315(LC 20) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-336/269,9-10=-217/250,10-11=-271/294,11-12=-271/294,12-13=-217/250, 19-20=-263/224 WEBS 10-31=-305/52,8-32=-275/121,12-28=-305/52,14-27=-275/121 NOTES- 1)Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp C;Enclosed;MWFRS (envelope)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category Il;Exp C;Partially Exp.;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x3 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)31,32,33,34,35,3 28,27,26,25,24,23,20 except Qt=1b)2=151,37=138,22=117. ,sl�N�F M 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenc y� standard ANSI/TPI 1. � S� LOAD CASE(S) Standard JUAN J. N RALES-UTP RA STRUCIUT . 21 IST a H� SS+ONAtE� 07/21/2019 36' L/L -48" 11'8' (3) S/L -9.25' r Ii L/L -48" Superior Walls Foundations 4" By : Superior Walls by Weaver Northeast 315' Project Nave : Suop i s 8/21/19 11 (2) Coil Anchors Owner : Wright Builders1 F 1 Superior Walls by Weaver w/36' Threaded Rods Builder : Wright Builder s e -12' & -24' REVISED IIcw in Salesman : T i mberbros Northeast - precast co 1-1 8:55 am, Aug 14, 2019 Drawn B y : Ben B . foundation Created • 7 / 31 / 2019 Stamped Drwgs to be U-) Last Modified : 8 / 14 / 2019 submitted to the Bldg Dept as Revision : 1 . 03 SuopiComment : X PLUS S 9' X1 PLUS Walls soon as they are received. WE i c� File Nave : hvwb _ suopis . drw Drawing Type : - XI o A _ A F Diagonal - 46'-10 5/16 NOT TO SCALE F These Drawings are approved for final production as illustrated [JE and not subject to change . 0o Reference 2015 IBC co r M Footing • 8' minimum 1/2' clean crushed stone CU Co Assured Soil Bearing Capacity : 2000 PSF Co _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Maximum allowable uniform load : 2700 PLF Customer Signature D a t e � Seismic Design Category : B Basic Wind Speed : 120 MPH 60 Ton Crane with 75' reach from the pivot point of the crane is the limitation Drawing Summary Block - Al 1 -Layers of the crane provided to install the walls. ---- ---------------- 4/4 X1 Wal 1 s/Panel s If a larger crane Is deemed necessary, 2 Bean Pockets an additional charge will be incurred. 5 Support Ledges Totaling 8 ' -4' g 4 Specialties 2 Column Pads 4/4 XI Wal l s/Panels Type: s ' Linear Feet: 132 ' The Superior Wall 'Builder Guideline Booklet' provides product Drawing Notesrequirements for your Superior Wall Foundation. Please refer to ------------- your Local Building Code for framing requirements. - Object Details in inches ---------------------------- ID # 0 b j D e s c Width H e i g h t Header Door(B . 0 .W) It is the responsibility of the General Contractor and/or Hone Owner to ensure A 2 BP 10 20 0 complete accuracy of all drawings designed for production. Weaver Precast, C 2 Win DUO 32 20 6 E 1 Win Monarch 47_1 1/ 16 45_7/8 18 Inc. will not be held responsible for any errors once the final drawings and F 2 Pad 24 24 4_1/2 contract have been signed and approved by the General Contractor and/or Hone Owner. Project Name : Suopis Owner : Wright Builders Builder : Wright Builders Modified : 8/ 14 /2019 Revision : 1 . 3 Type : XI Project Name : Suopis Owner : Wright Builders Builder : Wright Builders Modified : 8/ 14/2019 Revision : 1 . 3 ' Type : XI • • Project Nave : Suopis Owner : Wright Builders Bud der : Wright Builders Modified : 8/ 14/2019 Revision : 1 . 3 Type : XI • • Project Name : Suopis Owner : Wright Builders Builder : Wright Builders Modified : 8/ 14/2019 Revision : 1 . 3 Type : XI / - - _ _ The / City Of Northampton,Massachusetts I Oeclare That This Survey And Plan Were Prepared In Accordance With I Berkshire (h The Procedural And Technical Standards For The Practice OFLand 17Hospital Park Lot And �i ,/ \ Planning Board Approval Not Required Su-ving In The Commonwealth Of Massachusetts And That This Plan Design ��\ Under Subdivision Con of Laws. A Remainder __ g j Lor 13A r And Survey Have Been Prepared In Accordance With The Rules And A N - Group, Inc. Remainder AQton,q(,e Regulations Of The Registers OF Deeds. r Of Record i G,e ll Development LLC --_--- a 4o Massachusetts Devebpmerx Finance Agency Landscape Architecture 99 High Street ! Civil Engineering 4 8 Planning ' a Boston,Massa hirsem em02110 Z Land Surveying No,cor�wury 'FJ Deed Book 6925,Page 302 �+ 4 Alm Place.Nonha pion.Maz-h-6 01060 Plan to Plan Book 2023,Page 75 Landscape tl (4131582-7000 • FAKf4131582-7005 nnn X15 Date: Q/ S89 Easement A N eb� b tsT �J - 19 � ':--` corn E: 345.919.5003 � 3238 Sq.Ft. v I ^j David R.EnPLS 1147142 Dote berg, 700'46 Note:Planning Board's Endorsement Is Not W o umen A Determination That The Lots Shown tTo 3e Sett 99 J 3.01, E Buildable Lots. iob�S.rD? LOCUS PIAN-Not To ScaleN6S� (i5 S R:404.50' 997. L:25.21' D:3'34'18" Co-Housing Lot Lot 13-ACHD:N 20.03'33'W Monument Easement Area x\25.21' To Be Set 1176.58 Sq.Ft Graphic Scale Remainder 15 0 7.5 Is 30 60 Landscape ' $ La n d sca . e R:307 S7 : 80d0Easement"B "L8 fin feet) 0'43'19' 2 CHID:N 65'35'53'E 485.56 Sq.Ft s I Inch 15 feet 1358' Easement Area \�" _- REGISTRY USE ONLY Monument 1191.83 Sq.Ft. To Be Set �5'1'�/ $ �•+' �'' R:1D6,62' Lot 1 0' DAVID R:1078.00' D:3'3538' r� 3 - b 6 1�\ Drill Hole In L:207.24'(Total) CHD:N 63'26'24'E a /� 6621.82 Sq.Ft- - 6"x6"Stone Bound G 67.61' S , '.. Up 0.2'(Held) 4 142 D:11°00'53" / �4)\P j�- �, O.1sAc. �a �'. ,,F +1 CHD:N 60°27'05"E O R.1060.ar \ a$ assso 206.9 �� L 12.97' Easement Area D:0'42'04' Monument 1207.88 Sq.Ft. /i CHD:S65'3630"W '`fib _A 12.97 �p1 To Be Set ge �- � �.� "Driveway Access R;107&W iO,w Lot 2 Monument L 67.86 L:6659' �� 6485.14 Sq.Ft. To Be Set 1 3 9 &Temporary D:3.3625• v1 $. ./� D:3'35'58" 0.15 Ac. ° CHD:N 59'50'23"E >< / CHD:563'27'29"W r" \ Construction Easement 67.4 jet ls,t�ta� �aSe .� •$ 6T 16 ,�,. t Easement Area // 1214.57 Sq.Ft. /_ N:2,941802.6150 T To Be Set ../ �,, Lot 3 Nlortu�xtt 1'sl� E: 3as,96z.zlsa C i/3060.00' 6476.47 Sq.Ft. To Be 565`' f�j R:1078.00' // L 67.09' 0.15 Ac. ,V) L 58.18' - - / D:3'3735' '"\ R:978.010 4- •s'•u D:3'05'31' / CND S 59'50'43'W L 10.18' 3A3 v \ N:2,941,743.098.3 CHD:N 67.08' 0:0 56.29'25'E S �. / 5 O E: 345,631.6309 MAT cj // '35'48' � P. 10.18' M L Doll Hole In U Monument '� 6"x6'Stone Bound 11 v / R:978.00' To Be Set Flush Ln E //1060.ar L•61.91' Ln Lot 4 Drill Hole In 3 L 34.14 D:3.3737^ O QJ [ M O O 11 Monument _ ,C/ D:1'50'35" �, 6571.80 Sq.fL CHD:S63'32%W 6'x6"Stone Bound L - U U. Q To Be Set /-T- CHO:S 57'06'38"W '�• 0.15 AC 61� On.0.1' H� _ 0 •1 Qj 34.14 �\ Lot Easement Asea /R:30.017 , o C O v Qj 1 2773.66 Sq.Ft. L:26.23' /$ J 4., E d C) D:50.0616' Qa, iL +-+ a 2 H 1I CHD:S 31'06'12"W N Q I'n m �Y 25.41' R:978.00' Monument L 63.57' To Be set 9 Z z 1 Lot 5 CHO:s 59 5i za w X05:", as ti 4-1 63.57 `d G��Ot'� > 8450.81 Sq.Ft. / R 978.00' F O Q J�\`P Drill Hole In 0 1 0.19 Ac. L:191.52'(Total) 6"x6'Stone Boum a Z D:10'38'03" R:100.07 CHD:S 60'38'31"W Monument '� L:61.23' R:978.00' 181.26' To Be Set 1, D:35'04'47' U 45.85' Monument CHD:S 11'27'20'E D:2'41'10" To Be Set 410 6027 CHD:S 56'40'05 BS Notes Reference Plans R:472.DIr Park Lot �� L.32.47' 1.The Approval Not Required Survey Depicted Hereon Was Obtained By A Field Survey On 1."Definit"Subdivision Plan Of Ford Crossing Extension Village HIR Northampton, D:3'56'29' August 31,2018 By The Berkshire Design Group,Inc. Massachusetts"Revised To:April 13,2012 By Gale Associates Inc.And Recorded In Plan Book s CHD:S 571744"W 227 Page 8. R:1061.26'` \ r'� 3246' Drill Hole In 4'60.00' Uy\ "x6"Stone Bound 2.The Purpose Of This Plan Is To Provide A Plan Illustrating This Surveyors Interpretation Of Revisions 6 D:3'14'22" R 472Ab'\''J 6" 04' Constructed Improvements,Natural Features,Observable Monuments,Obtainable Plans And 2."rhe Commonwealth OF Massachusetts Street Acceptance Plan For A Portion Of Olander CHD:N 21.31'20'W 429 281, $" Deeds Of Record,Witness Testimony,And Any Other Plans And Deeds Which May Affect The Drive Plan Of Land In Northampton,MA Prepared For The City Of Northampton,MA Hampshire $9.99' p:1.20'27 �� Locus Property At The Time Arid Date Of The Field Survey. 91 umy Dated:January 30,2014 By Sherman&Frydryk And Recorded In Plan Book 232,Page CH S60'26'12"W. R:472.W 416 19.28' L 51.75' - 3.This Plan Does Not Show Any Unrecorded Or Unwritten Easements Which May Exist A D:6'16'56" Reasonable And Diligent Attempt Has Been Made To Observe Any Apparent,Visible Uses Of 3."The Commonwealth Of Massachusetts Street Acceptance Plan For Ford Crossing Plan Of Monument CHD:S 58'27'58"W The Land;However,This Does Not Constitute A Guarantee That No Such Easements Exist Land In Northampton,MA Prepared For The City Of Northampton,MA Hampshire County To Be Set 51.73' Dated:January 30,2014 By Sherman&Frydryk And Recorded In Plan Book 232,Page 92. 4.This Plan And Survey Were Prepared Using GN55 And Conventional Survey Methods.A Leka g N:2,941,637.9012 TS15 Total Station Was Used Having An Accuracy Of 5"And 5 PPM.A Leica G514 Network RTK 4."Village Hill Northview Lot Village Hill`Northampton"MA Definitive&Not Plans Last E: 345,65(1.3129 Was Used Having Subcentimeter Accuracy, Revised August 18,2016"By Fuss&O'Neill And Recorded In Plan Book 237,Page 78. oate sheet I`AxMxr y. August 7,2019 � S.The Basis Of Bearings,Azimuths,And The North Arrow Shown Hereon Is The Massachusetts 5."boundary Survey Of Land Of The Commonwealth Of Massachusetts Formerly The mak, Drill Hole In State Plane Coordinate System(NAD83).The Basis Of The Elevations Depicted HereIs A Grid Northampton State Hospital Northampton,Massachusetts'6 Sheets,Dated:December 17, m 1'-15 O T(' 6'x6'Stone Bound Separation Calculation Based On Geoid12A Resuhing In NAVD88. 1996 By Roberge Associates Land Surveying And Recorded In Plan Book 163,Page 1. Drawn By Flush x22430 SSM C K aced N I DRE tQ Possible wall plate crushing issues. z o CA See individual truss drawings for details. si�rr a S� ra i Ol p � V O O V S � f 5 30'0' 22'0" T02GE N O N O O I IN I O N N i0 N ' A N � O co N O C7 O � N C (D � N IO N N A O A rp O N O O N O N O N O N O N O N A T02GE c 0 0 C? m 4 2' 2'0" 2'0" 2' 2'0 2'0" 2' 2'0' 4 22'8" 5 ' " Suopis/Bellerose Colonial HIS Is A TRIS P ACEL MEN�tNA� M L . These trusses are designed as individual building components to be incorporated into the building design at the specification of the building designer. See individual design sheets for each Farmhouse cuss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracin5 1 the roof and floor system and for the overall structure. The design of the truss support structure including headers,beams Lot-3 Meadow Run Northampton, MA ails,and columns is the responsibility of the building designer. For general guidance regarding bracing,consult"Bracing of UFP Belichertown, LLCood misses"available from the Truss Plate Institute provided d truss l Drive Madison, t final It is the construction of the 7/18/2019 By: J K aneral Contractor/Superintendent to verify that the provided truss layout shall match the final intended const action plans, oading conditions,and use.If they do not,it is the responsiblility of the General Contractor/Superintendent to provide rints/plans containing the latest specifications and designs. Universal Forest Products will not be responsible for pdnUplan ® A Universal Forest Products Company For Approval hanges by others after final approval ofshop drawings.nor will they be responsible for errors or modifications made on-site using construction.DO NOT CUT,NOTCH,DRILL,OR OTHERWISE"REPAIR"MANUFACTURED TRUSSES IN ANY WA' 15511111gy Aaad,PO Be.115/Bekierilewv.L11A,1107/PLoae:413-323-7247/F=413-J 3. 5780 ITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NO 19033841 B E HELD RESPONSIBLE FOR ANY MODIFICATIONS OR"CHARGE BACKS"DONE WITHOUT PRIOR WRITTEN THORIZATION FROM UFP all � D Possible wall plate crushing issues. o (,Ai a See individual truss drawings for details. a m $ 8 3 i q ae 9 i Ada 1 zi g m z $ { a imp aq :z as fj a v z �.► r.0 Y� O CD 3 rnrn` EON 30' 011 � o C) 14' 638" 15' 55/8" C 0 o I I CD o' v � c I I � C/) N c I I F01(6) IIIIIIIIIIlN o a C N N � � II � O C N � 2' 3 1/2" 1 - w 3' 111 8"V 5" L V8 1/2" F03w l l o fil AIL 1' 8 1/2" - 1 1' 6 1/2" e 1' 411 CA) 2' 3 1/2" F02 3 I 0) O� v, I I u, v, N -N-) - N -_1---- O O 1I N IIS C:2 1 10 N II o II —i i -- o I I F01(7)' N it O N II o II N721 77 -' ' 1 � _ - 0 II II SUOr�IS�BeIIerOSe COIOnIaI THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be h+ ncorporated into the building design al the specification of the building designer. See individual design sheets for each Farmhouse 1st Floor russ design identified on the placement drawing. The building designer is responsible for temporary and permanent bracinc f the roof and floor system and for the overall structure. The design of the truss support structure including headers,beams Lot-3 Meadow Run Northampton, MA ails,and columns is the responsibility of the building designer. For general guidance regarding bracing,consult"Bracing of UFP Belchertown, LLCood trusses"available from the Truss Plate Institute,provided d truss l Drive;Madison, t final It is the construction of the 7/18/2019 By: J K :neral conditions, and use.If theContractor/Superintendent to verify that the provided truss layout shall match the foal intended construction plans, oading conditions,and use.If they do not,it is the responsiblility of the General ConVactorlSupednlendenl to provide rintslplans containing the latest specifications and designs. Universal Forest Products will not be responsible for print/plan ® A Universal Forest Products Company For Approval hanges by others after final approval ofshop drawings,nor will they be responsible for errors or modifications made on-site Nwring construction.DO NOT CUT,NOTCH,DRILL,OR OTHERWISE"REPAIR"MANUFACTURED TRUSSES IN ANY WA, 155 Ill PO Boz%ZJVvkle,o%m.NL4.01011i il3.323-7247JPmc61JI r-3-57x0 ITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NO 19033841 BF E HELD RESPONSIBLE FOR ANY MODIFICATIONS OR"CHARGE BACKS"DONE WITHOUT PRIOR WRITTEN UTHORIZATION FROM UFP Possible wall plate crushing issues. D See individual truss drawings for details. m ? m 5 O74 r fA 301011 14' 5 1/2" 15' 6 1/2" 2F01 L H 1' 1C 1/4" is N O N O 0 2F01(6) .A y n o 310 1/211 3' 1 ' 9' 3 1/4" Aa C N 0 0 2 31/2 CD 06 o _ Cn V8 1/2" 2F06 cn y 2 1' 8'1/2" 2' 3 1/2" T -- ,v o 0 w 2' 3 1/2" 2F02(4)] 7� N [> zCD O N 2F05(3) - rJ O N 2F07 N O HD412 HD412 W (n N O HD412 HD412 4 — cn � x o N c O HD412 HD412 bu N 0I N N 0HD412 HD412 CD _ \ _ 2F03(7) O HD412 HD412 -- N CD p HD412 HD412 — � N -a O HD412 HD412 N Q w 1' 1 1/4" 2F04L2F03L 0 -n ....._--- ____---- nco - .._.—,. Suo is/Bellerose Colonial I A U }g desig A t th L ase trusses are 'sign' ase v us bu ldesi components to be P rporated Into the building design at the specification of the building designer. See individual design sheets for each rues design identified on the placement drawing. The building designer Is responsible for temporary and permanent bracin{ Farmhouse 2nd Floor A the roof and floor system and for the overall structure. The design of the truss support structure Including headers,beam: UFP Belchertown, LLCLot-3 Meadow Run Northampton, MA ells,and columna is the m the eslruss of the building designer. For general guidance regarding bracing,consult of of Nood trusses"available'neral Contractor/Superintendent'to verify that the provided truPlate Institute,583 ss layout shallo Drive: ison,etch the final intended construction liplans, e 7/18/2019 By: , K oading conditions,and use.If they do not,It Is the responsibility of the General Contractor/Superintendent to provide rintslplans containing the latest specifications and designs. Universal Forest Products will not be responsible for printtplan A Universal Forest Products Company For Approval he by others after final approval ofshop drawings,nor will they be responsible for errors or modifications made on-site wring construction.DO NOT CUT,NOTCH,DRILL,OR OTHERWISE'REPAIR'MANUFACTURED TRUSSES IN ANY WA' 155 B.ry[t.aJ,PO Roz u15/BekheAo��',sL�.41007 JPhor.e:111-5_'1-^21^/Fs.X13-3^-3-Ssu ITHOUT PRIOR WRITTEN AUTHORIZATION BY A LICENSED PROFESSIONAL DESIGNATED BY UFP. UFP WILL NO 19033841 BF E HELD RESPONSIBLE FOR ANY MODIFICATIONS OR*CHARGE BACKS'DONE WITHOUT PRIOR WRITTEN H RIZATI FROM FP