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23D-056 (6) 41 RIVERSIDE DR BP-2020-0276 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 23D- 056 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: MODULAR SFH BUILDING PERMIT Permit# BP-2020-0276 Project# JS-2020-000468 Est. Cost: $146000.00 Fee: $712.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: JAMES MICHAEL FITGIBBON 107946 Lot Size(sq. ft.): 16814.16 Owner: WINGFIELD SHERRY B Zoning: URB(l00)/ Applicant: JAMES MICHAEL FITGIBBON AT. 41 RIVERSIDE DR Applicant Address: Phone: Insurance: 18 ROOSEVELT ST (413) 695-2343 WC HADLEYMA01035 ISSUED ON.9/19/2019 0:00:00 TO PERFORM THE FOLLOWING WORK.-DEMO DETACHED GARAGE , FOUNDATION FOR MODULAR 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 9/19/2019 0:00:00 $712.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner HO L-Q NEEO -tCEM56p Co PLACTOtl(M"s OR 06 ftC) File#BP-2020-0276 5-E6EANkins r 1� M APPLICANT/CONTACT PERSON WMGFIELD EDWARD L&SHERRY B VM� ADDRESS/PHONE 419 BURTS PIT RD FLORENCE ��'(E� 7 klj PROPERTY LOCATION 41 RIVERSIDE DR p �` r ` 4 %S"— MAP 23D PARCEL 056 001 ZONE URB0001/ THIS SECTION FOR OFFICIAL USE ONLY: 66 (�� fl�c, y nPERMIT APPLICATION CHECKLIST ENCL D REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid 7— Typeof Construction: DEMO D TACHED GARAGE AWREPLACE WITH SMALL MODULAR HOME DEMO GSA 156) brKM FoUPM-V�d fat New Construction Non Structural interior renovationsPwri(ALAR, ROM _ Addition to Existinp, Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION P SENTED: Approved V Additional permits required(see below) 1" 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&Reorded 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 Co servation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay r FoawpAttnl� _� �I_�'��l Signature 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 permits 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 Status of Permit Building Department Curb Cut/Driveway Permit i. 212 Main Street Sewer/Septic Availability -i'!` Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans a� phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other 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� by office Map .13 C3 iste 41 Riverside Drive, Florence, MA Zone Over klECEIVED Elm St.District C��j�trict SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT rr 2.1 Owner of Record: DEPT OF BUILDING INSPECTIONS Sherry Wingfield 41 Riverside Drive NORTHAMPTON,MA 01060 Name(Print) Current Mailing Address: 41 Riverside Dr., Florence &h y i It �� Telephone Signature 413-575-8559 2.2 Authorized Agent: Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 130000 (a) Building Permit Fee 2. Electrical 8000 (b) Estimated Total Cost of Construction from 6 3. Plumbing 8000 Building Permit Fee �] Tj 4. Mechanical(HVAC) 5. Fire Protection na 6. Total=0 +2+3+4+5) 146000 Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date swingfie @ smith.edu EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 16800 16800 Frontage 80 80 Setbacks Front 156 156 Side L: 10 R: 40 L:24 R: 20 �] Rear 30 D0 Building Height =20--7 1'g Bldg. Square Footage 432 —10 854 19.4] Open Space Footage % (Lot area minus bldg&paved 964 17.4 parking) #of Parking Spaces 3 3 Fill: volume&Location na Q na Q A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW O YES Q IF YES, date issued: 8/8/19 IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW Q YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Q DON'T KNOW O YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO Q 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 D Accessory Bldg. ❑ Demolition ❑✓ New Signs [0] Decks [M Siding[0] Other[0] Brief Description of Proposed demolish detached garage and replace with small modular home. Work: Alteration of existing bedroom Yes " No Adding new bedroom ? Yes No Attached Narrative Renovating unfinished basement Yes r 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: 4 Number of Bathrooms 1 c. Is there a garage attached? no t n t d. Proposed Square footage of new construction. 854 Dimensions X e. Number of stories? ] f. Method of heating? electric/minisplits& baseboard Fireplaces or Woodstoves no Number of each 0 g. Energy Conservation Compliance. see plans Masscheck Energy Compliance form attached?.see plans h. Type of construction modular i. Is construction within 100 ft. of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes,X__No j. Depth of basement or cellar floor below finished grade 8' k. Will building conform to the Building and Zoning regulations? X Yes No. I. Septic Tank City Sewer X Private well City water Supply X SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date Sherry Wingfield as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Sherry Wingfield Print Name Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: License Number Address Expiration Date Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephone 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....... IX No...... ❑ ap a � �r N !.7 N A N t0 �YNL.":is t�pot,i MassaC)PUS S RegrStry Of MOCOr Vehrcfes -- Nuntbur:SAibeaB7J3'tuou017a3c'oarkt7lu EltpData'`o7tf�1119` nuy.oexonac.ye,,�,.,,�eCui,.-...E,�, a.aeawnp�k K.� s tx:Moto DOO-OW052 itQiDt I WO" 9y09:BluoeT e+�dwa�mamhk�A � �1!i�•r1L Hi'S1 "1'r C JAMES MICHAEL FRWt86CtiISROMMLrar tib HADLeY M1A 0103$•9629 r Srw aQ-weD14 3�1656'�33 F1'f ��aaa m i. °�..� �,...,.•w��• j �a ImoMEvnt sti CpllMNonnQDRh O{illrRsaaMt�ii ".- ® QN{3tDr1 M PtoAa�+b�iyc¢gsWt 80,14 of gulldm9 R09�lation�and S,tDMbitdS 6 t;plrativGu`L�r'�sip¢n�sat .. gF¢rtfiS 'd�13l�134�1 CS-107948 " JAMES M FJTZG18n � 14R0O5LIVELIT 37 - HAULQY MA Dion Commi9t�onc� C M O City of Northampton •"�' Massachusetts (I yS DEPARTMENT OF BUILDING INSPECTIONS P1 (� 212 Main Street • Municipal Building yJ% 0C�` Northampton, MA 01060 AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application The Office of Consumer Affairs and Business Regulation("OCABR")regulates the registration of contractors and subcontractors performing improvements or renovations on detached one to four family homes. Prior to performing work on such homes,a contractor must be registered as a Home Improvement Contractor("HIC"). M.G.L. Chapter 142A requires that the"reconstruction, alteration, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units....or to structures which are adjacent to such residence or building"be done by registered contractors'. Note:If the homeowner has contracted with a corporation or LLC,that entity must be registered. Type of Work: Demolish garage and put up small modular home Est. Cost: 150000 Address of Work: 41 Riverside Drive,Florence, MA Date of Permit Application: q jZ.b 1 q I hereby certify that: Registration is not required for the following reason(s): _Work excluded by law(explain): _Job under$1,000.00 ___X Owner obtaining own permit(explain): House is certified through Commonwealth of MA Manufactured Building not owner-occupied Buildings Program, some contracting will be done by me and some _Other(specify): through New England C'uston Modular/Superior Home Builders OWNERS OBTAINING THEIR OWN PERMIT OR ENTERING INTO CONTRACTS WITH UNREGISTERED CONTRACTORS OR SUBCONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK ARE NOT ELIGIBLE FOR AND DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER M.G.L.Chapter 142A.SUCH OWNERS ALSO ASSUME THE RESPONSIBILITES FOR ALL WORK PERFORMED UNDER THE BUILDING PERMIT.SEE NEXT PAGE FOR MORE INFORMATION. Signed under the penalties of perjury: I hereby apply for a building permit as the agent of the owner: Date Contractor Name HIC Registration No. OR: Notwithstanding the above notice, I hereby apply for a building permit as the owner of the above property: LLbl Sherry Wingfield ev Date Owner Name and Signature City of Northampton '�' ``sr•' Massachusetts 1 wi L DEPARTMENT OF BUILDING INSPECTIONS 9 212 Main Street • Municipal Building Northampton, MA 01060 Massachusetts Residential Building Code Section 110.R5.1.2 Homeowner: Person (s) who own a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Section 110.R5.1.3.1 Any homeowner performing work for which a building permit is required shall be exempt from the licensing provisions of 780 CMR 110.R5, provided that if a homeowner engages a person(s) for hire to do such work, then such homeowner shall act as supervisor. Such homeowner shall submit to the Building Official, on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time, during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152 (Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death) of the Massachusetts General Laws Annotated, you may be liable for person(s) you hire to perform work for you under this permit. City of Northampton Massachusetts 1 a+i L i4 DEPARTMENT OF BUILDING INSPECTIONS \` 212 Main Street •Municipal Building Northampton, MA 01060 syh �1 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: 41 Riverside Drive, Florence, MA (Please print house number and street name) Is to be disposed of at: Valley Recycling, 234 Easthampton Road, Northampton, MA (Please print name and location of facility) Or will be disposed of in a dumpster onsite rented or leased from: (Company Name and Address) �h.�y -7/- L,2- Signature of 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. The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street, Suite 100 Boston,MA 02114-2017 UV www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. "f0 BE FILED WITH THE PERMITTING AUTHORITY. _Applicant Information Please Print Legibh Name (Business/Organization/Indk idual): Sherry Wingfield Address: 41 Riverside Drive City/State/Zip: Florence,MA 01062 Phone#: 413-585-8559 Are you an employer?Check the appropriate box: Type of project(required): I.❑I am a employer with employees(full and/or part-time).' 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.[31 am a homeowner doing all work myself.[No workers'comp.insurance required.]' �--� 10❑Building addition 4X[31 1 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.❑Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ p Roof repairs These sub-contractors have employees and have workers'comp.insurance.t 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.] 'Any applicant that checks box#I must also till out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). 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 the pains andpegia of perjury that the information provided above is true and correct. Signature: , ,/uu Phone#: 413-585-8559 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple pen-nit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. #617-727-4900 ext. 7406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 02-23-15 www.mass.gov/dia City of Northampton Massachusetts / t c I y S3. !' DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building Northampton, MA 01060 ssj •• �� INSPECTOR Louis Hasbrouck Chuck Miller Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he/she resides or intends to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two- year period shall not be considered a home owner." The building department for the City of Northampton wants any person(s) who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before backfill), sonotube holes (before pour), a rough building inspection (before work is concealed), insulation inspection (if required) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work(electrical, plumbing & gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made Sherry Wingfield l 14 61 �� understand the above. (Home owner/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date 9/3/2019 Address of work location 41 Riverside Drive, Florence, MA 01062 210' Riverside Dr. 26'Wide 20' Shutoff(Curb Box) 24' 1" PE Water 156' W 2-3"Co perib New Water Line:: X:::::: :X:::::::::::......:...:: .. Underground Electric ,^Comer xisting WL New House = = == = ====Existing Sewer 80' 36' :::::::_ 30' 80' Deck Existing House 11 2 Parking Spaces Gas 3"Water 6"Water Line - -- - :._. . Cleanout. 24, Cleanout �_ _:_--:_::__::_ _ = w . . ---- 1 ParkingSpace - :.--- ------ Sewer May St. RoadwayPaper Street 8"SU @.G4% 210' Wingfield Project w i Commonwealth of Massachusetts Manufactured Buildings Program Transmittal Form for all correspondences relating to Manufactured Buildings and Building Components To: Linda McAlister factured Buildings Program Phone Number: Date Transmitted Linda.McAlister s.gov 617-826-5225 07-02-2019 Commonwealth of Massachusetts Office of Public Safety and Inspections Attn: Manu. Bldgs Board of Building Regulations and Standards 1000 Washington Street, Suite 710 Boston Massachusetts 02118 The person forwarding this material shall complete the following portion of this transmittal Name of Person Gregory Hayes MC Number TPIA Number Transmitting Material MCO29 02 The following information is being transmitted to the Board of Building Regulations Please indicate the Distinct and Standards and/or the Department of Public Safety for reasons detailed below Model and/or Serial Use (Please check the appropriate box or give a further description of the transmitted Number pertaining to Group items under the section labeled other. Be sure to identify the appropriate Use Group.) transmitted items Building Plans for Review and Approval ❑ Building Plans forwarded as a record copy for your files a (Review not required) 23633_000 One Family Revised building plans for review. ❑ (Please clearly identify revisions on the plans.) Revised Building Plans forwarded as a record copy for your files o (Review not required-Please clearly identify revisions on the plans.) Compliance Assurance Programs Original Submission F-1 Modification to: Calculations Manual Original Submission Modification to: Installation Manual Original Submission Modification to: Systems Drawings Original Submission Modification to: Other-Provide a detailed description of any other materials which are being transmitted. Identify any revisions clearly along with BBRS number. Also, identify the requested action. Site Location: Riverside Drive,Northampton,MA 01060 The office transmitting this information has reviewed the above mentioned and attached materials and has found them,to the best of our knowledge and abilities,to be in compliance with the codes and\or rules and regulations for the Commonwealth of Massachusetts'Manufactured Building Program,as applicable Digitally signed by Michelle Floyd M i c h e I I DN:cn=Michelle Signed By Floyd,o=PFS-TECO, Signed By for TPIA: e Floydmail=michelle.floyd BBRS No: assigned by Mass. for MASS: @pfsteco.com,c=US Date:2019.07.02 13:41:04.04'00' Print Form MUNCY HOMES I MC .AB K 23639 BUILDER: AFFORDAEM-T of VT BUILDERS CUS'DMER: W1147m.D SITE ADDRESS RIVERSIDE DRIVE NORTHAMPTON.MA t)>O60 mprpsFwm COUNTY DESIGN LOADS MUNCT HOMES. INC. - PLANT LOCATIONS MASS StE4MrT-TTnroFx: OCCIPAICY CLASSIFICATION-DETACHED SIRILE FRMI.T DWELLDS .3 NA85 TRRN5MITTPL FORM SHEETS 1 OROU.MD SNOW LOAD-P9 50 PWA-LAT SNOW LOAD 35 PW 1587 PR ROUTE 442 _ W56 117 MPH VIOL EXP T' MUNCY,PR 17756 COVE LETTER OF APPROVAL BEETS= I SEISMIC DESIGN CATEGORY. B MODULES TO BE MAN FACTURED BY STRUCTURAL OF APPADULE BEETS= 5 FLOOR DL:10FLOOR LL; 40 PSF LIVING - 30 PSF SLEi?IHO MLKT HOMES. RL. AREA SITE Nw BEETS= 1 O®me CONSTRUCTION TYPE CLMSU-AY7TION WOOD FRAMED UIRROTECTED IV® RESC ECK COMPLMICE Q7NT97CRTE SHEETS= FOUNDATION TYPE BASEMENT HOENERGY RATIN: ER NE: CTEFICATE SHITS= 12 LOCATED 1N FLOOD ZONO DESIGN PROPESSIONL: RDOR TRUSS N1fMLF.DETAILS BEETS= 2 noo att DAVM E BILLINGSLEY.EY.PE FLOOR TRUSS EVA1-UATMN REPORT 5}EFTS= 2 r LMT LINE FIRE S49D AT GRA NOT REOUIIED 0XLL5/PRO,£LTION9>S FROM LOT LRE) 217 M MAIN STREET ROOF TRUSS MANAF.DETAILS SHEETS= 2 STORFMSIES FLOOR ABOVE IRiDE <6 MIIALEIIRC PA 17842 ELECTRICAL LOAD CiLC 9QTS= 1 STORIES ABOVE(RACE: 1 SPRINICLOt SYSTEM REQUIRED: DOOR AM WVlD0W SCHEDULE SHEETSND WHOLE HOUSE VENTILATION SUPPLY AIR WfksrA SHEETS= 1 SH OF BRRCHD WALL ANALYSIS SEM= 9 BRACED MAIL-FRSTEMm CHART SHEETS= I FLOOR PLAN SHEETS: 1 O� DAYID E SG ELECTRICAL PLAN SHEETS: 1 191-1.11 O9LEY FOUNDATION LAYOUT SHEETS 1 CIVILELEVATIONS a B rnurm .CROSS SECS � I 140.47769 p TYPICAL.PLUIRM DETAILS BEETS P 1 TES' GENERAL NOTES SHEETS= IAt ENERGY.GLAZING. VENT 6 EGRESS NOTED STETS= 1 ELECTRIC SCHEDULE ANO NOTES SHEETS• I UJY1 FRSTENRO APO FIRS@AG BEETS= I BRRCED Wq-L FASTENING DETAIL. BEETS 1 07/02/19 3rd PART?SEPT.: PFS Corporation TOTAL SHEETS IN SET NOT RAXIC D COVER SHEET=46 Approval Limited to Factory-Built Portion Only • ALL ON SITE FASTENING TO BE VERIFIED BY CONSTRUCTION SUPERVISOR State Massachusetts FPP1 TCM F COMS 6 STANDARDS' Signature 4feAA A/W MR NOTE: Title- Staff Plan Reviewer fP14-ICABLE AMM ING CODES Date 07102=19 PVA BUILDING CODE FOR OTFD 9th m. 248 CMR,MA STATE PLLWADG 6 GAS CODE 2017 NEC N/ 1011;AMEND STRETDI EST CODE 2015 M-CC WHOLE HOUSE VENTTL UM4 ST MOO.IAAR MHTAFACTSRER DUET T1GHTNM AND SLOWER TESTING TO L PERFORNM ONFSTTE BT ER R MMOIlf£RTIFIED atm try HERS RATER OR O7HALff1ID 1'ROFE55I0KL PER 2015 IFCC REOU1RErVNTS ROOF AREA WPBS THAN 600-qq ft- 4498 Uj fl PIRA ROOF AREA ORffNTED MTWEEW 110'AND 270'OF TRUE NO" l 90-MREADYAREA NOT REOUOZD PER PUS�11,EXCEPTION.3 SUPERIOR BUILDERS CL NOTE:A 48 NOIR NOTIFICATION 15 REOUIRED PRIOR TO THE SET- THE THE CSL OF RECORD WILL RELAY THIS TO THE LOCAL BUI DRO i n ti .R+IiN►,Ua1N R UTNORITY.IF ANY CONNECTIONS HAVE SEEN CONCEFLED PSQOR aces TO V49PECTIM THE BUILCING OFFICIAL MAy REDUSEST HAVING AFFORDfiBILT Of VT/NINCsFIELD a XXXX THE REAOVEL OF ELEMENTS THAT COCEfL THE CONECTIO i 7O THIN SITE CONNECTIONS ACCESS. THIS MILD NOT CONBTITSRV 1)EE9Tm1CTIVE COVER SHEET OOQ EI9�MBION SITE IMOR. TO BE VfRIF'IED BY ou;;4YE506-18-2019 1X114"=V-0" 2363 DOO ` r CHARLES D. BAKER GOVERNOR EDWARD A.PALLESCHI SECRETARY OF Commonwealth of Massachusetts UNDAF AIRS AND BUSINESS CONSUMER KARYN E.POLITO REGULATION LIEUTENANT GOVERNOR Division of Professional Licensure MIKE KENNEALY Office of Public Safety and Inspections COMMISSIONER,DIV�ISSIION°S SECRETARYHOUSING 1000 Washington Street, Suite 710 PROFESSIONAL LICENSURE ECONOMICMICDEVELOPMENT Boston, Massachusetts 02118 April 11, 2019 Mr. Richard W. Bird II Muncy Homes, Inc. 1567 PA Route 442 Muncy, PA 17756 RE: RECERTIFICATION FOR 2019—2020 Commonwealth of Massachusetts Manufactured Buildings Program MC #: 029 TPIA#: 02 Dear Mr. Bird: This letter is to confirm your recertification in the Commonwealth of Massachusetts Manufactured Buildings Program as a producer of Manufactured Buildings for the period of April 30, 2019 through April 30,2020. This approval is contingent upon compliance with all previously listed conditions of your approval, and compliance with the provisions of the current Massachusetts State Building Code, Massachusetts State Electrical Code and Massachusetts State Fuel /Gas Code. Yours truly, BOARD OF BUILDING REGULATIONS AND STANDARDS X Am Linda K. Shea Manufactured Buildings Program cc M Corporation —�� TELEPHONE: (617)727-3074 FAX: (617)727-2197 TTYITDD: (617)727-2099 http://www.mass.gov/dpi MUNCY HOMES, INC. Me 1567 Route 442 Hiway Muncy,PA 17756 The following beam calculation pages are for Job Number 23633. • Index 13.1.2.2.3–page 13.b • Structural Schedule—page 13.1.2.2.3.4 • Header A-27–page 13.1.2.2.3.5 • Header C-7–page 13.1.2.2.3.5 • Header D-8–page 13.1.2.2.3.5 • Header E-20–page 13.1.2.2.3.6 I"OF,{4ssgcy PFS Corporation �o DAVID E. G Northeast Region BILLINGSLEY 0 CIVILZn APPROVED No.47769 Michelle d A�,c9�GIsTeq �� 07/02/2019 NAL N Approval limited to Factory Built Portion 07/02/19 MUNCY HOMES DIVISION-SUPERIOR BUILDERS DIVISION-PREMIER BUILDERS DIVISION Phone(570)546-5444 www.muncyhomesinc.com Fax(570)546-5903 o:\superior eng plans prelim\pre23000\23633 ma ranch\header index.docx Mono-Truss:Flat:2-Modules-Wide Section Contents Pages 13.1 One-Story(continued) 13.1.2 5/12 Roof Pitch 13.1.2.1 35 PSF Ground Snow Load 13.1.2.1.1 20 ft Wide 13.1.2.1.1.1 thru 12 13.1.2.1.2 22 ft Wide 13.1.2.1.2.1 thru 12 13.1.2.1.3 24 ft Wide 13.1.2.1.3.1 thru 12 13.1.2.1.4 26 ft Wide 13.1.2.1.4.1 thru 12 13.1.2.1.5 28 ft Wide 13.1.2.1.5.1 thru 12 13.1.2.1.6 31 ft Wide 13.1.2.1.6.1 thru 12 13.1.2.2 50 PSF Ground Snow Load 13.1.2.2.1 20 ft Wide 13.1.2.2.1.1 thru 12 13.1.2.2.2 22 ft Wide 13.1.2.2.2.1 thru 12 13.1.2.2.3 24 ft Wide 13.1.2.2.3.1 thru 12 13.1.2.2.4 26 ft Wide 13.1.2.2.4.1 thru 12 13.1.2.2.5 28 ft Wide 13.1.2.2.5.1 thru 12 13.1.2.2.6 31 ft Wide 13.1.2.2.6.1 thru 12 13.1.2.3 60 PSF Ground Snow Load 13.1.2.3.1 20 ft Wide 13.1.2.3.1.1 thru 12 13.1.2.3.2 22 ft Wide 13.1.2.3.2.1 thru 12 13.1.2.3.3 24 ft Wide 13.1.2.3.3.1 thru 12 13.1.2.3.4 26 ft Wide 13.1.2.3.4.1 thru 12 13.1.2.3.5 28 ft Wide 13.1.2.3.5.1 thru 12 13.1.2.3.6 31 ft Wide 13.1.2.3.6.1 thru 12 13.1.2.4 90 PSF Ground Snow Load 13.1.2.4.1 20 ft Wide 13.1.2.4.1.1 thru 12 13.1.2.4.2 22 ft Wide 13.1.2.4.2.1 thru 12 13.1.2.4.3 24 ft Wide 13.1.2.4.3.1 thru 12 13.1.2.4.4 26 ft Wide 13.1.2.4.4.1 thru 12 13.1.2.4.5 28 ft Wide 13.1.2.4.5.1 thru 12 13.1.2.4.6 31 ft Wide 13.1.2.4.6.1 thru 12 Nqwuniai. OF E 1WRT s STEK9~ERO ��•`; 's u ko 4119 6/ / APPROVED DATE 9/20/16 PFS CORPORATION Bloomsburg, PA Pg. 13.b 03/07/2016 95$1- 5$1 APPROVED ' DM6/14116 PFS CORPORATION xMa.r.. q o Structural Schedule for a 1-Story Dwellin¢: Job#: "Systems" Ground Snow Load 50 psf Basic Wind Speed VAso 101 mph 3sg Exp. C Ultimate Wind Speed Vu1r 130 mph 3sg Eq.Exp"D"Wind Speed VuLr 119 mph 3sg W1=454 pif I I F W2=433 pif Mean Roof Height 20 ft Wall zone 5 f Roof Pitch 5/12 Truss Type Mono-Flat Kneewall Dim. n/a W3=804 plf W4=773 pif Roof Design Standard Loading Section-"Loads Per Module" Max.Module Width 12 ft House Width(nom) 24 ft Wall Height-1st Floor 8 ft Typical Loads: list Flr.LL= 40 psf Ext Wali DL= 50 plf 1st Fir.DL= 10 psf Mate Wali DL= 40 plf (per mod) Loading Section Formulas: W1=Truss Reaction+OH(as applicable)converted to PLF=4S4 plf. Reference page#2.2.3 within the Calculation Manual for loading origin. W2=Truss Reaction converted to PLF=433 plf. Reference page#2.2.3 within the Calculation Manual for loading origin. W3=[(1/2 Max Mod Width)+(1st Story LL+Floor DL))+W3+Ext Wall DL ((0.5 x 12)x(40+10))+4S4+50=804 pif W4=((1/2 Max Mod Width)'(1st Story LL+Floor OL))+W2+Marr Wall DL Loading Section LL and Dl Summary(0): [(0.5 x 12)x(40+10))+433+40.773 pif TL LL DL W11= 454 341 113 No-Transfer Load(NTL)Loading Section Formulas: W26= 433 325 108 W3 NTL W1=[(1/2 Max Mod Width)'(lst Story LL+Floor DL))+Ext Wall DL W3= 8D4 581 223 ((0.5x12)x(40+10)1+50.350plf W4= 773 565 208 W4 NTL W2-((1/2 Max Mod Width)*(1st Story LL+Floor DL))+Marr Wall DL W3 NTL W 3= 350 240 110 ((0.5x 12)x(40+10))+40=340 pif W4 NTL W2= 340 240 100 Footnotes Aooliable to All Pages Within this Section: 1) All LVL is 1.5"wide,2.0E. LVL may be as shown or better. 2) Ext Stud Columns reference page 6.2.1.1.d of the Calc Manual. The total number of studs is reflectant of one full stud with the remaining under the header 3) Int.Stud Columns reference page 6.4.1.a of Calc Manual. Columns shown are braced. If unbraced,see page 6.4.1.b of calc manual choose appropriate column for reaction given. 4) Reference page 6.1.1.a of Calc Manual for Exterior Studs and page 6.3.1.a of Calc Manual for Interior Studs. 5) Reference Section#4 of Calc Manual for Headers,Beams and Girders. 6) For the purpose of determining truss LL&DL for WI and W2,LL taken at 75%of TL,DL at 25%of TL. 7) Zone 5 Stud and Stud Column values used as"worst case condition"values in charts below.See calc manual or alternate load section for Zone 4 values if necessary. 8) Referenced Standards:ASCE 7"02,05&10 and NOS 05,12&15. 9) Most common loading condition shown above. Load sections based on specific conditions may be generated referencing calculations in approved manual. Stud Requirements:' First Floor: 8'Wall Height 12"o.c. 16"a.c. 24"o.c, 2x4 SPF#1/#2 OK OK NG [Sid,wall 2x6 SPF Stud OK OK OK 2x6 SPF#1/#2 OK OK OK 2x3 SPF#1/#2 OK OK OK ewall 2x4 SPF#1/#2 OK OK OK 2x6 SPF Stud OK OK OK Oft High matewall stud calc values may be used for 9ft high walls if solid wall blocking is installed at 8 ft a f f. Sidewall Table load-454 PLF Matewall Table load=433 PLF 03/07/2016 13.1.2.2.3.4 VIP-APPROVED DATE 6114/16 PFS CORPORATION 400 O.,g,PA 1st Fir.Headers&Girders-24'-Wide,5/12-Pitch,Standard Mono-Flat-Truss,50 Pg,101/130(NASD/VOLT)Exp C,119(VOLT)Exp D Table"A"- Sidewall Headers and Girders(Wl): Table"B"- Sidewall Headers and Girders(Wl): First Floor Reaction Stud Columns x' FirstFloor Reaction Stud Columns' No. Mem° Species Max.Span (lbs) page# 2x4 SPF 2x6 SPF 2x,6/SPF Na Mems Species' Max.Span (lbs Page 2x4 SPF Zx6 SPF Zx6 SPF NIMZ Stud N1/NZ ) NI/N2 Stud NI/NZ 1 (1)20 SPF#2(s) 27"(2'-3") 584 4.3 a 2 2 2 1 (1)3.S' 2.OE,LVL 46"(3'40") 970 4.3.a 2 2 2 2 (1)2x6 SPF#2(s) 40"(3'-4") 855 4.3.a 2 2 2 2 (1)S.5" 2.OE,LVL 71"(5'41") 1491 4.3.a 3 2 2 3 (1)2x8 SPF#2(s) 51"(4'-3") 1084 4.3.a 2 2 2 3 (1)7.25" 2.OE,LVL 92"(7'-8") 1932 43a 3 2 2 4 (1)2x10 SPF#2(s) 63"(5'-3") 1326 4.3 a 3 2 2 4 (1)9.25- 2.OE,LVL 115"(9'4") 2425 4.3.a 4 3 2 5 (1)2x12 SPF#2(s) 73"(6'-1") 1539 4.3.a 3 2 2 5 (1)11.25' 2.OE,LVL 138"(11'-6") 2912 4.3.a 4 3 2 6 (1)2x4 SPF#1/112 29"(2'-5") 622 4.3.a 2 2 2 6 (1)12` 2.OE,LVL 147"(12'4") 3092 4.3_a 4 3 2 7 (1)2x6 SPF 91/#2 43"(3'-T') 911 4.3.a 2 2 2 7 (1)14" 2.0E,LVL 169"(14'-1'7 3573 4.3,a n/a 3 3 8 (1)2x8 SPF#102 55"(4'-T') 1153 4.3.a 2 2 2 8 (1)16" 2.OE,LVL 192"(16'-0") 4047 4.3.a n/a 4 3 9 (1)2x10 SPF#1/02 67"(5'-7') 1408 43a 3 2 2 9 1 (1)18" 2.OE,LVL 214"(17'-10") 4520 4.3.a n/a 4 3 10 (1)2x12 SPF#1/#2 78"(6'-6") 1636 4.3.a 3 2 2 10 (1)20" 2.0E,LVL 236"(19'-8'7 4990 4.3.a n/a 4 3 11 (2)2x4 SPF#2(s) 39"(3'-3") 828 4.3.a 2 2 2 11 (1)22" 2.OE,LVL 258"(21'-6") S457 4.3.a n/a 4 3 12 (2)2x6 SPF#2(s) S7"(4'-91 1212 43a, 3 2 2 12 (2)3.5- 2.0E,LVL 59"(4'41") 1236 4.3 a 3 2 2 13 (2)2xB SPFN 2(s) 73"(6'-1") 1536 4.3.a 3 2 2 13 (2)5.5" 2.OE,LVL 92"(T-8") 1949 4.3.a 3 2 2 14 (2)2x10 SPF#2(s) 89"(7'-5") 1879 4-3a 3 2 2 14 (2)7.2S' 2.0E,LVL 122"(10'-2") 2575 4.3.a 4 3 2 15 (2)2x12 SPF#2(s) 103"(8'4") 2181 4.3.a 3 3 2 15 (2)9.25" 2.OE,LVL 156"(13'-0") 3290 4 3.a n/a 3 2 16 (2)2x4 SPF#1/#2 42"(31%6") 879 4.3.a 2 2 2 16 (2)11.2S- 2.OE,LVL 189"(15'-9") 4008 4 3 a n/a 4 3 17 (2)2x6 SPF#1/1112 61"(5'-1") 1288 43.a 3 2 2 17 (2)12' 2.OE,LVL 202"(16'-10") 4279 4.3e n/a 4 3 18 (2)2x8 SPF#1/#2 77"(6'-5") 1633 4.3.a 3 2 2 18 (2)14" 2.OE,LVL 235"(19'-7'1 5000 43.a n/a 4 3 19 (2)2x10 SPF#1/#2 94"(7'-10"1 1998 4.3.a 3 2 2 19 (2)16" 2.OE,LVL 269"(22'-5") 5722 4 3.a n/a n/a 3 20 (2)2x12 SPF#1/#2 109"(9'-1") 2319 43a 4 3 2 20 (2)18" 2.01E LVL 301"(25'-1") 6430 4.3.a n/a n/a 3 21 (3)2x4 SPFN 2(s) 51"(4'-3") 1088 4.3.a n/a n/a 2 21 (2)20" 2.OE,LVL 332"(27'4") 7103 4.3.a n/a n/a 4 22 (3)2x6 SPFN 2(s) 75"(6'-3") 1593 4.3.a n/a n/a 2 22 (2)22" 2.OE,LVL 362"(30'-2") 7772 4.3.a n/a On 4 23 (3)2x8 SPFN 2(s) 96"(8'-0") 2021 4.3.a n/a On 2 23 (3)3.5" 2.0E,LVL 6T'(S'-7") 1423 4.3.a a/a n/a 2 24 (3)2x10 SPF#2(s) 117"(9'-9") 2472 4.3.a n/a n/a 2 24 (3)5.5' 2.OE,LVL 106"(8'-10") 2244 4.3.a n/a n/a 2 2S (3)2x12 SPF#2(s) 135"(11'-3") 2870 4.3.a n/a n/a 2 25 (3)7.2S- 2.OE,LVL 14(r"(11'-8") 2967 4.3.a n/a n/a 2 26 (3)9.25" 2.OE,LVL 178"(14'-10") 3795 4.3.a n/a n/a 3 27 (3)2x6 SPF#1/#2 80"(6'-8" 1696 4.3.a n/a n/a 2 27 (3)11.25" 2.OE,LVL 217"(18'-1"J 4630 4.3.a n/a n/a 3 28 3 2x SPf#1#2 101 g- 148 43.a n a n a 2 28 (3)12" 2.OE,LVL 231"(19'-3") 4944 4.3.a n/a n/a 3 29 (3)2x10 SPF#1/#2 124"(10'-4") 2630 4.3.a n/a n/a 2 29 (3)14" 2.OE,LVL 270"(22'-6') 5782 4.3.a n/a n/a 3 30 1 (3)2x12 SPF#1/112 143"(11'41") 3053 4.3.a n/a n/a 2 30 (3)16" 2.0E,LVL 3DB"(25'-8") 6623 4.3.a n/a n/a 3 4=LL=240,TL=180,CD=1.15 Wall Height-8 ft Table Load=SOO PLF 31 (3)18" 2.0E,LVL 346"(28'40") 7469 4.3.a n/a n/a 4 32 (3)20" 2.OE,LVL 384"(32'-0") 8320 4.3.a n/a n/a 4 33 (3)22" 2.OE,LVL 422"(35'4") 9175 4.3.a n/a n/a n/a A=LL=240,TL=180,CD=1 15 Wall Height=8 ft Table Load=500 PLF Table"C"-Matewali Headers and Girders(W2): "Per Module" Table"D"-Matewall Headers and Girders(W2): "Per Module" First Floor Reaction Stud Columns' First Floor Reaction Stud Columns' s Page# 20 5PF 2.4 SPF 2x6 SPF s t Page N 2x3 SPF 2x4 SPG 2x6 SPF No. Mem Species Max.Span (Itis) 81/42 N1/42 NI/N2 NO. Mem Species Max.Span (Itis) NI 02 NI/NZ N1/02 1 (1)2x4 SPF#2(s) 29"(2'-5") S55 4.3.a 1 1 1 1 (1)3.5- 2.OE,LVL 48"(4'-0") 907 4.3.a 1 1 1 2 (1)2x6 SPF#2(s) 43"(3'-7") 813 4 3 a 1 1 1 2 (1)55' 2.OE,LVL 7S"IVA") 1415 4.3.a 2 1 1 3 (1)2x8 SPF#2(s) 54"(4'-6") 1028 43a 1 1 1 3 (1)7.25" 2.0E,LVL 97"(8'-1") 1833 4.3.a 2 1 1 4 (1)2x10 SPF#2(s) 66"(5'-6") 1258 43.a 2 1 1 4 (1)9.25" 2.OE,LVL 121"(10'-1") 2302 43.a 3 2 1 5 (1)2x12 SPF#2(s) 77"(6'-S") 1458 4.3.a 2 1 1 5 (1)1125" 2.OE,LVL 146"(12'4") 2763 4.3.a 3 2 1 fi 1)20 SPF#1#2 -7" S89 4.3.a 1 1 6 (1)12" 2.OE,LVL 155"(12'41") 2935 4.3.a 3 2 1 7 (1)2x6 SPF#1/#2 4S"(3'-9") 863 43.a 1 1 1 8 1 x8 SPF#1/#2 58 (4.10") 1094 43 a 1 1 1 8 (1)16" 2.OE,LVL 202"(16'-10") 3842 4.3.a 4 2 2 9 (1)2x10 SPF#1/#2 70"(5'-10") 1338 4.3 a 2 1 1 10 (1)242 SPF#1/#2 82"(6'-10") 1550 4.3.a 2 1 1 10 (1)20" 2.0E,LVL 249"(20'-9") 4739 4.3.a 5 3 2 11 (2)2x4 5PF#2(s) 41"(3'-S") 786 4.3 a n/a 1 1 11 (1)22" 2.0E,LVL 272"(22'-8") 5182 4.3.a 5 3 2 12 (2)2x6 SPF#2(s) 60"(5'-0") 1150 4.3.a n/a 1 1 12 (2)3 5" 2.OE,LVL 61"(5'-1") 1154 4.3.a n/a 1 1 13 (2)2x8 SPFN 2(s) 77"(6'-S") 1458 43a n/a 1 1 13 (2)5.S" 2.OE,LVL 96"(8'-0") 1819 4.3.a n/a 1 1 14 (2)2x10 SPFN 2(s) 94"(7-10") 1784 4.3 a n/a 1 1 14 (2)7.25" 2.OE,LVL 126"(10'-6") 2404 4.3.a n/a 2 1 15 (2)2x12 SPF#2(s) 109"(9'-1") 2070 4.3.a On 1 1 15 (2)9.25" 2.0E,LVL 161"(13'-S") 3074 4.3.a n/a 2 1 16 (2)2x4 SPF#1/#2 44"(3'-8") 834 4.3.a n/a 1 1 16 (2)11.25" 2.OE,LVL 1%"(16'4") 3744 4.3.a n/a 2 2 17 (2)2x6 SPF#1/#2 64"(S'-4") 1224 4.3.a n/a 1 1 17 (2)12" 2.OE,LVL 209"(17'-5") 3997 4.3.a On 2 2 18 (2)2x8 SPF#1/#2 81"(6'9") 1553 4.3.a n/a 1 1 18 (2)14" 2.OE,LVL 244"(20'41") 4672 4.3.a n/a 3 2 19 (2)2x10 SPF#1/112 99"(8'-3") 1896 4.3.a On 1 1 19 (2)16" 2.0E,LVL 278"123'.2") 5350 4.3.a n/a 3 2 20 (2)2x12 SPF 91/42 IIS"(9'-7") 2201 43a n/a 1 1 20 (2)18" 2.OE,LVL 313"(26'-1") 6028 43.a n/a 3 2 21 (3)2x4 SPF#2(s) 54"(4'-6") 1032 43a n/a n/a 1 21 (2)20" 2.OE,LVL 347"(28'-11") 6712 4.3.a n/a 4 2 22 (3)2x6 SPF#2(s) 79"(6'-71 1512 4.3.a On n/a 1 22 (2)22" 2.OE,LVL 381"(31'4") 7385 4.3.a n/a 4 3 23 i3)2x8 SPF#2(s) 101"(8'-5") 1919 4.3.a On n/a 1 23 (3)3.5" 2.0E,LVL 70"(5'-10") 1329 4.3.a n/a n/a 1 24 (3)2x10 SPF#2(s) 123"(10'-3") 2347 43.a On n/a 1 24 (3)5.S" 2.DE,LVL 110"(9'-2") 2097 4.3.a n/a On 1 25 (3)2x12 SPF#2(s) 142"(11'-30") 2725 43.a On n/a 1 25 (3)7.25" 2.13E,LVL 145"(12'-1") 2773 4.3.a n/a n/a 1 26 (3)2x4 SPF#1/#2 58"(4'40") 1099 4.3.a n/a n/a 1 26 (3)9.25" 2.0E,LVL 185"(15'-S") 3547 4.3.a n/a n/a 2 27 (3)2x6 SPF#1/42 84"(7'-0") 1609 4.3.a n/a n/a 1 27 (3)11.25- 2.0E,LVL 225"(18'9") 4327 4.3.a n/a n/a 2 28 (3)2.8 SPF 111/92 207"(8'-11") 2041 43.a n/a n/a 1 28 (3)12" 2.0E,LVL 240"(20'-0") 4620 43.a n/a n/a 2 29 (3)2.10 SPF#1/102 130"(10'40") 2497 43.a n/a n/a 1 29 (3)14" 2.0E,LVL 279"(23'-3") 5404 4.3.a n/a n/a 2 30 (3)242 SPF#1/#2 151"(12'-7") 2900 4.3.a n/a n/a 1 30 (3)16- 2.0E,LVL 319"(26'-7") 6193 4.3.a n/a n/a 2 A-LL-240,TL=180,CD=1.15 Wall Height-8 ft Table Load=450 PLF 31 (3)18" 2.OE,LVL 358"(29'-30") 6986 4.3.a n/a n/a 2 32 (3)20" 2.0E,LVL 397"(33'-1") 7785 4.3.a n/a n/a 3 33 (3)22" 2.OE,LVL 437"(36'-S") 8586 4.3.a n/a n/a 3 A=LL=240,TL=180,CD=1.15 Wall Height=8 ft Table Load=450 PLF 03/07/2016 13.1.2.2.3.5 APPROVED DATE 6/14/16 PFS CORPORATION &oaniW�Pa 1st Fir.Fir.Girders-24'-Wide,5/12-Pitch,Standard Mono-Flat-Truss,50 Pg,101/130(VASD/VOLT)Exp C,119(VOLT)Exp D Table"E"-First Fir,Fir.Girders(W4): "Per Module" Table"F"-First Fir.Fir.Girders(W4): "Per Module"-No Roof Load First Floor IReacoon First Floor (W4-)/)/1) Pa e# Reaction No Mems Species' Max.Span IIbsJ B No. Mems 5penes' Max,Span I (lbs) Page# 1 (1)2x8 SPF#2(s) 41"(3'-S") 1371 42.14 1 (1)2x8 SPF#1/112 61"(5'-1") 900 4.1.a 2 (1)2x10 SPF#2(s) 50"(4'-2") 1673 4 2.b 2 (1)2x10 SPF#1/#2 74"(6'-2") 1100 4.1 a 3 (1)2x12 SPF#2(s) 58"(4'-10") 1943 4.2.b 3 (1)242 SPF#1/#2 86"(7'-2") 1277 4.1.a 4 (1)2x8 SPF#1/#2 43"(3'-7") 1456 4.2.b 4 11)7.25- 2.OE,LVL 94"17'-10") 1391 4.1 a 5 (1)2x10 SPF#1/#2 53"(4'•5'7 1778 4.2.b 5 (1)9.2S' 2.OE,LVL 120"110--0") 1778 4 1 a 6 (1)2x12 SPF#1/#2 61"(5'-1") 2064 4.2.b 6 (1)11.25" 2.OE,LVL 147"(12'-3") 2167 4 1 a 7 (1)7.25- 2.OE,LVL 70"(5'-10") 2355 4 2 b 7 (1)14" 2.0E,LVL 183"(15'4") 2704 4.1.a 8 (1)9.25- ME,LVL 89"(7'-S') 3008 4.2.b a (2)2x8 SPF#1/#2 86"(7'-2") 1277 4 1 a 9 (1)11.25- ME,LVL 109"(9'-1") 3661 4.2.b 9 (2)2x10 SPF#1/#2 105"(8'-9") 1561 41.a 10 (1)12" 2.OE,LVL 116"(9'4") 3907 4 2.b 10 (212l:12 SPF#1/#2 122"(10'-2") 1813 4.1.a 11 (1)14" ME,LVL 134"(11'-2") 4510 4.2.b 11 (2)7.25" 2.OE,LVL 1I0"(10'-0") 1783 4.1.a 12 (1)16" 2.0E,LVL 152"(12'•B") 5109 4.2.b 12 (2)9.25" ME,LVL 153"(12'-9") 2284 4 l a 13 (1)18" 2.0E,LVL 169"(14'-1") 5706 4.2.b 13 (2)11.25" 2.0E,LVL 187"(15'-7") 2788 4 1 a 14 (1)20" 2.0E,LVL 197"(15'-7") 6299 4.2.b 14 (2)14" 2.0E,LVL 233"(19'-5") 3487 41a 15 (1)22" 2.0E,LVL 204"(17'-0") 6885 4.2.b 15 (3)2x8 SPF#1/#2 113"(9.5") 1681 4.1.a 16 (2)2x8 SPF#2(s) 57"(4'-9") 1941 4.2.b 16 (3)2x10 SPF#1/#2 138"(11'-6") 2058 4.1.a 17 (2)2x10 SPF#2(s) 70"(5'-10") 2373 4.2 b 17 (3)2x12 SPF#1/#2 159"(13'-3") 2391 4.1.a 38 (2)2x12 SPF#2(s) 81"(6'•9") 2750 4.2.b 18 (3)7 25" 2.OE,LVL 138"(11'•6") 2064 4.1a 19 (3)9,25- 2.0E,LVL 177"(14'•9") 2648 4.1.a 20 2 2x10 SPF#1#2 75" 6'-3" 2520 4.2.b 20 (3)11.25- 2.OE,LVL 215"(17'-11") 3238 4.1.a 21 (2)2x12 SPF#1/#2 87"(7'-3") 2927 4.2.b 21 (3)14" 2.OE,LVL 267"(22'•3") 4059 41a 22 (2)7.25" 2.0E,LVL 90"(7'-6") 3034 42b 6=LL=360.TL=240,CD•1.0 Table Load-350 PLF 23 (2)9.25- 2.0E,LVL 115"(9'4") 3877 4 2 b 24 (2)11.25" 2.OE,LVL 140"(11'•6") 4723 4 2 b 25 (2)12" 2.OE,LVL 149"(12'•5'7 5041 4.2.b 26 (2)14" 2.OE,LVL 174"(14'-6") 5887 4.2 b 27 (2)16" 2.OE,LVL 199"(16'-7") 6739 4.2 b 28 (2)18" 2.0E,LVL 224"(18'-8") 7594 4.2 b 29 (2)20' 2.OE,LVL 249"120'-9") 8452 4.2.b 30 12)22" 2.OE,LVL 274"(22'-10") 9312 4.2.14 31 (3)2x8 SPF#2(s) 76"(6'-4") 2553 4 2 b 32 (3)2x10 SPF#2(s) 92"(7'-8") 3118 4 2 b 33 (3)2x12 SPF#2(s) 107"(8'-11") 3620 4 2 b 34 (3)2x8 SPF#1/#2 80"(6'-8") 2712 4 2 b 35 (3)2x10 SPF#1/02 98"(8'-2") 3316 4 2 b 36 (3)2x12 SPF#1/#2 114"(9'-6") 3848 4.2.b 37 (3)7.25" 2.OE,LVL 104'(W-11") 3507 4 2 b 38 (3)9.25- 2.0E,LVL 133"(11'-1") 4487 4 2 b 39 (3)11.25" 2.0E,LVL 161"(13'•S") 5471 42b 40 (3)12" 2.0E,LVL 172"(14'-4") 5841 4 2 b 41 (3)14' 2.0E,LVL 202"(16'•9") 6831 42b 42 (3)16" 2.OE,LVL 230"(19'•2") 7822 4 2 b 43 (3)18" 2.0E,LVL 2S8"(21'-6") 8822 4 2 b 44 (3)20" 2.OE,LVL 287"(23'-11") 9826 4 2 b 45 (3)22" 2.OE,LVL 316"(26'•4") 1083S 4.2.b A•LL-360,TL•240,CD•1.15 Table Load•800 PLF 03/07/2016 13.1.2.2.3.6 7 r: Legend Elm St& Riverside Dr1 s1 F 1, Elm St & Ri�`iers�de''(Dr(�(�(,�;(,,",(' ti •' � v�` sem• ._ ::- :-�° ;` `�. - h�r, / �� I I�a`�� i b 4 ' ; •'Fig. / lowM ` . ` -' .• Google Earth � 1� ;, . '; N Em St ' 400 ft , CREScheck Software Version 4.6.5 �(J Compliance Certificate Project #23633_000 (Job_S/N) Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Location: Hampshire County, Massachusetts Construction Type: Single-family PFS Corporation Project Type: New Construction Northeast Region Conditioned Floor Area: 852 ft2 APPROVED Glazing Area 9% Michelle Floyd Climate Zone: 5 (6999 HDD) 07/02/2019 Permit Date: Approval limited to Permit Number: Factory Built Portion Construction Site: Owner/Agent: Designer/Contractor: Customer:Wingfield Builder:Affordabilt of VT Gregory J Hayes Riverside Drive 308 Dover Hill Road Muncy Homes,Inc Northampton,MA 01060 W.Dover,VT 05356 1567 Rt442E Muncy,PA 17756 �yS k OF MqS. 570-546-8915 p moo`' DAVID E. ti(51 BILLINGSLEY 0 CIVIL ,A •. .• 7 allo Compliance: 0.6%Better Than Code Maximum UA: 155 Your UA: 154 % GISTS The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules T� It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. NAL �G Envelope Assemblies 07/02/19 Assembly Gross Area Cavity Cont. Perime Ceiling 1: Flat Ceiling or Scissor Truss 852 51.0 0.0 0.025 21 Bsmnt Stair Walls:Wood Frame, 16"o.c. 192 13.0 0.0 0.082 14 Door: 1-30 x 80 Blank: Solid 18 0.170 3 Wall 2: Wood Frame, 16"D.C. 955 21.0 0.0 0.057 46 Window: 1-30 x 37 SL:Vinyl/Fiberglass Frame,Double Pane with Low-E 8 0.290 2 Window: 6-38 x 59 SL:Vinyl/Fiberglass Frame,Double Pane with Low-E 93 0.290 27 Door: 1-36 x 80 2 Lite:Solid 22 0.270 6 Door: 1-36 x BO 9 Lite:Solid 22 0.350 8 Floor 1:All-Wood joist/Truss,Over Unconditioned Space 825 30.0 0.0 0.033 27 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Energy Efficiency requirements in REScheck Version 4.6.5 and to comply with the mandatary requirements listed in the REScheck Inspection Checklist. Gregory 1 Hayes Name-Title gnature � signed by Grgppfy Hayes Date: 2019.06.13 15:42:38 -04'00' Project Notes: Project Title: #23633_000 (Job_S/N) Report date: 06/13/19 Data filename: O:\Superior Data\REScheck 23000\23633.rck Page 1 of 11 I-Calcs reflect only that portion of the unit assembled in the factory& included in the REScheck. Should further living space be added or finished a new REScheck shall be completed by others. 2-For unconditioned basements & cape roofs spaces, the builder shall enclose basement& attic stairs. The walls surrounding the basement&attic stairs shall be insulated & protected with a vapor barrier. The bldr is responsible for supplying all materials. 3- In houses that have factory installed floor ductwork, the bldr shall be responsible to install the insulation floor insulation under the duct. 4-An IRC& IECC Air Barrier& Insulation Checklist is partially completed in plant&supplied to builder with final house packet for on-site completion by others. OF A(4 PFS Corporation moo`' DAVID E. yGN Northeast Region o CIVIL BILLINGAPPROVED � No.47769 Michelle Floyd ISTfaQa�.�'Q 07/02/2019 NAL N Approval limited to Factory Built Portion 07/02/19 Project Title: #23633_000 Uob_S/N) Report date: 06/13/19 Data filename: O:\Superior Data\REScheck 23000\23633.rck Page 2 ofll CREScheck Software Version 4.6.5 �(J Inspection Checklist Energy Code: 780 CMR 51,00. Massachusetts Residential Code, 9th Edition, Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & R .11) 103.1, Construction drawings and ❑Complies 103.2 'documentation demonstrate ❑Does Not [PRM energy code compliance for the ' U building envelope.Thermal "❑Not Observable envelope represented on ��'"�'' '~`� N4° ?❑Not Applicable construction documents. ; 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for ❑Not Observable [PR311 lighting and mechanical systems. 4❑Not Applicable erva �I Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: -Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr_ ❑Does Not [PR212 on loads calculated per ACCA Cooling: Cooling: Not Observable r_ r Manual J or other methods Btu/hr Btu/h ❑ approved by the code official. ❑Not Applicable 103.1 Solar-Ready Roof: New detached ❑Complies [PR4]1 one-and two-family dwellings, ❑Does Not and multiple single-family ;❑Not Observable dwellings(townhouses)with >= 600 ft2 (55.74 m2)of roof area !❑Not Applicable oriented between 110 degrees and 270 degrees of true north comply with sections AU103.2 through AU103.8(RB103.2 through R13103.8). Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED Michelle Floyd 07/02/2019 Approval limited to Factory Built Portion I 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 Low Impact(Tier 3} Project Title: #23633_000 Oob_S/N) Report date: 06/13/19 Data filename: O:\Superior Data\REScheck 23000\23633.rck Page 3 of 11 Section # Foundation Inspection Complies? Comments/Assumptions &Ret�_ID 303.2.1 A protective covering is installed to ❑Complies [FO1112 protect exposed exterior insulation ❑Does Not fU and extends a minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls [ Complies [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED Michelle Floyd 07/02/2019 Approval limited to Factory Built Portion 1 IHigh Impact(Tier 1) T2 Medium Impact(Tier 2) — Low Impact(Tier 3) Project Title: #23633_000 Uob_S/N) Report date: 06/13/19 Data filename: O:\Superior Data\REScheck 23000\23633.rck Page 4 of 11 Section Plans Vered Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.lD 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or nt QNot Observable taken from the default table. ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U-_ U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR211 ❑Not Applicable of 402.1.1, Glazing SHGC value(area- SHGC: SHGC:_ I❑Complies See the Envelope Assemblies 402.3.2, weighted average). ;❑Does Not table for values. 402.3.3, 402.50Not Observable [FR3]1 ❑Not Applicable 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR111 ❑Not Observable ❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier ;❑Complies [FR2311 'installed per manufacturer's > ;° l❑Does Not instructions. r .'. r ;QNot Observable �E]Not Applicable 402.4.3 Fenestration that is not site built JE3Complies [FR2011 is listed and labeled as meeting ODoes Not AAMA/WDMA/CSA 101/I.S.2/A440 I U or has infiltration rates per NFRC j❑Not Observable 400 that do not exceed code ❑Not Applicable limits. ; 402.4.5 IC-rated recessed lighting fixtures :' ❑Complies [FR16]2 sealed at housing/interior finishI El Does Not and labeled to indicate s2.0 cfm a .leakage at 75 Pa. i ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ' ❑Complies [FR12]1 insulated >=R-8 where duct is []Does Not PFS Corporation >= 3 inches in diameter and >= 9- Northeast Region R-6 where< 3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable APPROVED the building insulated >= R-6 for Michelle Floyd ;diameter>=3 inches and R-4.2 07/02/2019 for< 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Com lies v imited to [FR15]3 ducts or plenums. ❑Does Not Factory Built Portion J ❑Not Observable - y �❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR1712 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to zR- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC a T� 'DComplies [FR2411 piping. ❑Does Not t]Not Observable ❑Not Applicable 1 High impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: #23633_000(Job-S/N) Report date: 06/13/19 Data filename: O:\Superior Data\REScheck 23000\23633.rck Page 5 of 11 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req ID 403.5.3 Hot water pipes are insulated to R- R-_ ❑Complies [FRJB]2 zR-3. ❑Does Not []Not Observable ❑Not Applicable 403.6 Each dwelling unit of a residential ❑Complies [FR19]2 i building provided with ❑Does Not icontinuously operating exhaust, 'supply or balanced mechanical ❑Not Observable ventilation that has been site ❑Not Applicable verified to meet a minimum i airflow per Section N1103.6. i. Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED Michelle Floyd 07/02/2019 Approval limited to Factory Built Portion 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) F_3Low Impact(Tier 3) Project Title: #23633_000 Oob_S/N) Report date: 06/13/19 Data filename: O:\Superior Data\REScheck 23000\23633.rck Page 6 of11 Section Plans Verified Field Verified t # Insulation Inspection Value Value Complies? Comments/Assumptions --- 303.1 All installed insulation is labeled ;❑Complies [IN1312 or the installed R-values I❑Does Not I, provided. t f❑Not Observable _ J❑Not Applicable _ 303.2 Wall insulation is installed per ,❑Com lies [IN4]' manufacturer's instructions. ! z❑Does Not M ❑Not Observable ❑Not Applicable 303.2, 'Floor insulation installed per ;❑Complies 402.2.7 manufacturer's instructions and i❑Does Not [IN21' in substantial contact with the underside of the subfloor,or floor: ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1. Wall insulation R-value.If this is a R- R- ❑Complies Seethe Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood []Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]' exterior,the exterior insulation idI requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 402.1.1, Floor insulation R-value. — R- R- [ Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN11' ❑ Steel ❑ Steel v ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED Michelle Floyd 07/02/2019 Approval limited to Factory Built Portion 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #23633_000 (Job S/N) Report date: 06/13/19 Data filename: O:\Superior Data\REScheck 23000\23633.rck Page 7 of11 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.113 _ 303.1.1.1, Ceiling insulation installed per a ;❑Complies 303.2 manufacturer's instructions. aF ❑Does Not (F1211 Blown insulation marked every a ❑Not Observable 300 ft'. ❑Not Applicable 363.3 Manufacturer manuals for ❑Complies [FI18]3 "mechanical and water heating t j❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable 401.3 .Compliance certificate posted. " e "' �' a w",•. °'R❑Complies [FI7)2 i❑Does Not J❑Not Observable ❑Not Applicable 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, 402.2.6 E] Steel ❑ Steel ❑Not Observable [Fill' ❑Not Applicable 402.2.3 ;Vented attics with air permeable , ❑Complies [F122]2 insulation include baffle adjacentf j❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. i❑Not Applicable 402.2.4 Attic access hatch and door R-_ R-_ ❑Complies [F1311 insulation;L-R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable _ 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 =_ ACH 50=_ ❑Complies [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable PFS Corporation ❑Not Applicable 403.1.1 Programmable thermostats "❑Complies (FI912 installed for control of primary !❑Does Not APPROVED heating and cooling systems and initially set by manufacturer to ❑Not Observable Michelle Floyd code specifications. ;❑Not Applicable 07/02/2019 403.1.2 Heat pump thermostat installed '❑Complies Approval limited to (FI10]2 on heat pumps, '❑Does Not Factory Built Portion ,[]Not Observable _]❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F[26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback I control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. _ 403.3.2.1 Air handler leakage designated ''., ❑Complies [FI24)1 by manufacturer at<=2%of laDoes Not design air flow. '❑Not Observable � f ONot Applicable Ll High Impact(Tier 1) __F2 ium Impact(Tier 2) 3 1 low Impact(Tier 3) Project Title: #23633_000 gob_S/N) Report date: 06/13/19 Data filename: O:\Superior Data\REScheck 23000\23633.rck Page 8 ofll Section Pians Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .10 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F12711 determine air leakage with ft ❑Does Not either: Rough-in test:Total ❑Not Observable leakage measured with a pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure.Post- construction or rough-in testing and verification done by a HERS Rater, HERS Rating Field Inspector,or an applicable BPI Certified Professional, 403.3.4 Duct tightness test result of<=4 cfm/100 _cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa.For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or i ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1.1 Heated water circulation systems ❑ PCom lies [FI2812 have a circulation pump.The ❑Does Not system return pipe is a dedicated i return pipe or a cold water supply ;❑Not Observable ppg Corporation pipe.Gravity and thermos- IONot Applicable Northeast Region syphon circulation systems are 9 not present.Controls for APPROVED circulating hot water system pumps start the pump with signal° Michelle Floyd for hot water demand within the 07/02/2019 occupancy.Controls Approval limited to automatically turn off the pump Factory Built Portion when water is in circulation loop is at set-point temperature and no demand for hot water exists. E 403.5.1.2 Electric heat trace systems SOComplies (FI2912 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically ? adjust the energy input to the j❑Not Observable heat tracing to maintain the ;❑Not Applicable desired water temperature in the 'piping, 403.5.2 Water distribution systems that '❑Complies (F13012 have recirculation pumps that '❑Does Not pump water from a heated water Not Observable :supply pipe back to the heated i❑ water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 11 High Impact(Tier 1) j 2 jMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: *23633_000 (Job S/N) Report date: 06/13/19 Data filename: 0:\Superior Data\REScheck 23000\23633.rck Page 9 ofll Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 nested in accordance with CSA i ❑Does Not 855.1.Potable water-side 9. pressure loss of drain water heat ❑Not Observable ;recovery units< 3 psi for . ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for j individual units connected to ; three or more showers. 1 403.6.1 All mechanical ventilation system 17 !❑Complies [FI25)2 fans not part of tested and listed a. - '❑Does Not HVAC equipment meet efficacy f and air flow limits. }, 3❑Not Observable i❑Not Applicable 403 0--,'!,''!installed performance of the j❑Complies (FI32]3 ;,mechanical ventilation system ?[]Does Not ;tested and verified by a HERS Rater, HERS Rating Field []Not Observable Inspector,or an applicable BPI ❑Not Applicable T�', Certified Professional,and measured using a flow hood,flow grid,or other airflow measuring ) device in accordance with either 3 RESNET Standard Chapter 8 or ACCA Standard 5. 401637, Ventilation devices and _ 3❑Complies [FI3313 ,equipment are tested and !❑Does Not certified by Air Movement and Control Association ("AMCA")or ❑Not Observable Home Ventilating Institute ,❑Not Applicable !("HVI")and the certification label is affixed to product.Where multiple duct sizes and/or exterior hoods are standard options,the minimum size shall ,t not be used. 403 6 4 '.;Sound ratings for fans used for ;❑Complies (FI34)3 whole building ventilation are '❑Does Not rated at a maximum of one sone. ❑Not Observable ❑Not Applicable 403.6.5 Owner and the occupant of the ❑Complies [FI35]3 '.dwelling unit provided with ❑Does Not information on the ventilation design and systems installed, jElj❑Not Observable including instructions on the ❑Not Applicable proper operation and maintenance of the ventilation systems.Ventilation controls 3 "'shall be labeled with regard to their function. PFS Corporation Northeast Region APPROVED Michelle Floyd 07/02/2019 Approval limited to Factory Built Portion 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: *23633_000 gob_S/N) Report date: 06/13/19 Data filename: 0:1Superior Data%REScheck 23000\23633.rck Page 10 of 11 Section Plans Verified Field Verified # Final Inspection Provisions — Value Value Complies? Comments/Assumptions & Req.ID 403.6.6 All ventilation air inlets are ❑Complies [F[36]3 unobstructed and located a '❑Does Not minimum of 10 feet from other vent openings that constitute ;❑Not Observable known contamination sources. ❑Not Applicable Outdoor forced air inlets are covered with rodent screens..A 'whole house mechanical ventilation system does not extract air from an unconditioned basement unless approved by a registered design professional Where wall inlet or exhaust vents are< 7 feet above finished grade in the area of the venting an Identification plate is permanently mounted to the exterior of the building at a>=8 feet above grade directly in line with the vent terminal. 404.1 75%of lamps in permanent ❑Compli—es [F16)1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. j❑Not Applicable 404.1.1 Fuel gas lighting systems have ClComplies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: PFS Corporation Northeast Region APPROVED Michelle Floyd 07/02/2019 Approval limited to Factory Built Portion 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: #23633_000 Qob_S/N) Report date: 06/13/19 Data filename: O:\Superior Data\REScheck 23000\23633.rck Page 11 ofll 780 CMR 51 .00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 51.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 0.25 Door 0.27 Cooling'Heating& Heating System: Cooling System: Water Heater: Name: Date: Comments PFS Corporation Northeast Region APPROVED Michelle Floyd 07/02/2019 Approval limited to Factory Built Portion Home Energy Rating Certificate Property HERS ex as i@f® wn Superior-Affordabilt_Wingfield Rating Type: ProjectedWorstCase Certified Energy Rater: Frederick G. Terry III ii""iii�� Sherry Wingfield Rating Date: Rating Number: Superior_Affordabilt_1-2019 Riverside Drive Registry ID: Florence, MA 01062 Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost Percent HERS Index: 47 Efficient Home Comparison: 53% Better Use MMBtu Heating 9.0 Cost Cost$384 Percent General Information Cooling 0.6 $26 3% Conditioned Area 864 sq. ft. House Type Single-family detached Hot Water 2.2 $92 9% Conditioned Volume 6912 cubic ft. Foundation Unconditioned basement Lights/Appliances 10.5 $448 44% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $66 6% Mechanical Systems Features Total 22.4 $1016 100% Air-source heat pump: Electric, Htg: 11.3 HSPF. Clg: 19.7 SEER. --------------- Water Heating: Heat pump, Electric, 3.55 EF, 50.0 Gal. Criteria Duct Leakage to Outside NA This home meets or exceeds the minimum criteria for the following: Ventilation System Exhaust Only: 50 cfm, 14.9 watts. 2015 International Energy Conservation Code Programmable Thermostat Heat=Yes; Cool=Yes MA Stretch Energy Code PFS Corporation Northeast Region Building Shell Features APPROVED ---_ Michelle Floyd Ceiling Flat R-50.0 Slab None Michelle FIo 019 Seated Attic NA Exposed Floor R-30.0 Approval limited to Vaulted Ceiling NA Window Type U-Value: 0.290, SHGC: 0.220 Factory Built Portion Above Grade Watts R-21.0 Infiltration Rate Htg: 345 Clg: 345 CFM50 - Foundation Walls R-0.0 Method Blower door Eco-Haven Building Systems 764 Dry Run Road Lights and Appliance Features Beech Creek, PA 16822 Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric 570-660-1122 fterry3@eco-haven.com Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Electric ggrtallysigned byFrederick G. Refrigerator (kWh/yr) 615 Clothes Dryer CEF 3.93 Frederick Terry III DN:cn-Frederick G.Terry III Dishwasher (kWh/yr) 234 Ceiling Fan (cfm/Watt) 0.00 o=Eco-Haven Budding Systems, Certified Energy Rater:G-!Ke rry I I I ou,email=herry3@eco- 11 haven.com,c=US REM/Rate- Residential Energy Analysis and Rating Software v15.7.1 Date:2019.06.11 18 17 06-04'00' This information does not constitute any warranty of energy costs or savings. ©1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Job Truss Truss Type QtY Piy SMP 212 81640 F029818 MONO TRUSS 1 1 Universal Forest Products Inc.,Grand Rapids,MI 49525,Mike Patten _ Copyright 02016 Universal Forest Products,Inc,All Rights Reserved UFP Roel Trust a CarMnerrOeMurq 7/fe•aaeN��oo4AntR1 caul FaaloM coq"h dres+wa�Mya of eb mu e+a iMac on f00%oawaya M serreOaY MMfM on eneNa V a Obey W I M M T•IM wtgR TNn)e41 NIgN m npht and or+1. wfefY�mu 7� � asCo-OLbMbeMpddapLp _ Care/16v 'R10eesn + aa""saaytb."�wM.r,ao ivwai�d (ad SPFM 1h'910'r Paerbn) Rucsw 17 78000/104 t0800oarrJW1(mk) —QE SLGN_ ALTERNATE CANTILEVER DETAIL Span 14 Ft. No gusset required assuming Spacing 19.2 in. cantilever and bearing conditions Code IBC 2012/IBC 2015 below apply. Roof Loads I@ 19.2"c/o(effective trib.width) - TCLL 60 PSF TCDL 7 PSF BCDL 0 PSF -- oto F End Block —► Wall Loads of 64 PLF Floor Loads @ 19.2"do TCDL CLL 10 PSF F- � Cantilever not 0to exceed block Bo DL ti PSF Max CCantal 55-PSF- .ant. length. NOTES: APPROVED 1)Gusset material may be plywood or OSB conforming to PS-1 or PS-2 respectively.Apply gusset with 9/20/16 grain direction In proper direction as specified. DATE 2)Where specified,staples shall have 7116°crown,D=0,063",and penetrate main member a minimum ofI". PFS CORPORATION 3)Avoid splitting members with mechanical fasteners. Bloomsburg, PA 4)The structural adequacy of this building component was evaluated using the folawing method: A)The roof rafter d collar Us were designed In accordance vdAFPA NDS-05.B)The open Joist was tested In accordance col IBC 201212015,Sec,1710,Preconstructlon Load Tests,and Sea 1710.3.1,Test Procedure. Reference ESR-1035 for Information an the open joist E-sfgned by Kevin Freeman `auwwonun. 37 yP.ya F�yo 3 Hill tAtn�``��d nwwo.Je—Ttri lr,.wpDrop e,r tr M Otomrb.rare/patl a apP,e.al y,ea a,e er-Irn a M/YWtl PArallrr anyreauNr ti bndaw -'I aIa The Professionalergileelig Nal tidies W that a 6eensed Professional has reviewed the design Irnder Use surlaalds reteraneed vAdYn this a a doenL �.Ra saasf,uPesar atYrc loloanors not nocusimiy ON current state buiding code.The a givahla"M Is not an approval to uN In a specific state.The Md dateanlvtlon on wheltw 1115!20 i e a WN design Is acceptable under the locant adopted huidig coda rest with UN briding oMcfal ordeelpnated appoi t". WARNING -Verify design parameters and READ NOTES universal Forest Products,"a 2801 EAST BELTLINE RD,NE Trust shat not be at or modfrd whhour spprwel of the was design engNNr. PHONE(616),W-01161 FAX(11116),165-0060 GRAND RAPIDS,MI49525 TWO remponent has aniy been designed br Ne bad$=led on Mdravhg.Consbue0fillingW on and ng kren have not an consWend.The balder Is respoesrble roc ihilg rtlahods and system design.8uider nepon$biW a are Mined under TPIt.This doeign is bated only upon parsmaian eh&m%and Is for an IndvWual building component to be Insisted and loaded vertically.AppkabBy of dnlpn parsnrtln and proper hoorporatWn of canponam Is ralpcnsibity of building designer-nor truss designer,aadng shown Is for lateral support of hdMdusi vatb members any.Add ibnal temporary bracing to Insure ttabiy dung cansfnxtlon Is the responsibility or he alectof.AdMensl pemwNnt bracing of the overall structure Is the nesponsatty of he buidng designer.For genaral g"we regarding fabrication,quaiy control,stooge,delivery,mcibn and bracing,consul 17CSI 146 from tha wood Truss Council of Amelka and Truss Plate Insqufe Reranvnendsdon available from WTCA,6700 Enterprise LN,Madison,col 50719 J:l$uppo 0kSuP:U@n WsWlp.fpe 03/0712016 19.1.1 UNIVERSAL FOREST PRODUCTS,INC. Ab Tru„ cusw r I MFo 81840 1`029818 SMP 212 The professional engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necesserlly the current state building code.The englnearing seal Is not an approval to use a design In a specific state.The final delermination on whether a truss design Ica acceptable under the locally adopted bullding code rest with the building official or designated appointee. spl , #%#M: '•�wCON(, o FFcT��% 216p '(H d1` M,q �pF NEW Hq,��o KEVIN W. y �� FR MAN FEvrw. No. ��,S;/ N..•��C,�.�` OF DEEP ��`c .S/ S76ENG� NAk- lot �ar `s/ONAI.E� oNAI Ntqae ffff f00� OI �1 W Eq 4� P��OSI Oyu, y0 I O� BESTERED o'� '9�� f- V ROFESSIONAL T * �o KEVIN MAN cc n Lu E m2 = it ip 017833 ��C;• N:ii ipip ff 10 9oFFSS1Ot,P� ,..,.., APPROVED DATE 9/20/16 PFS CORPORATION Bloomsburg, PA Corporate Engineering 2801 East Belttine,NE Grand Rapids,MI 49525-9736(616)364-6161 Fax(616)365-0060 03/OT/2016 ufpixom ' 19.1.2 UESEVALUATION REPORT . TM Originally Issued: 11/16/2016 Revised: 11/30/2018 Valid Through: 11/30/2019 ALLEGHENY STRUCTURAL COMPONENTS,INC. 3.1.1 Fire-Resistance ConsteffAMMEEMMMOGEM 3778 Oneida Valley Road (238 mm)deep truss at a maximu Emlenton,Pennsylvania 16373 (610 mm)be required to offer equivatm Phone:(724)867-1100 ?-inch by 10-inch nominal dimension' htti)://iv-*vw.alleghenystructural.com are recognized for installation wit5561 /hie prF§—dri d minimum `i-inch-thick(12.7 mm)gypsum wallboard or ADDITIONAL COMPANY:COMPANY: inch (15.9 mm) thick wood structural panel membrane in • BARRETTE STRUCTURAL,INC. accordance with Exception 4 to the 2015 IRC Section 555 Rang St-Malo 8302.13 or Section R501.3 for the 2012 IRC when installed Trois-Rivieres,Quebec G8V OA8 as described in this report.< Canada Phone:(800)263-7265 3.2 Installation. Installation of the Open Joist 20001 and http://i-,-ivw.openioisttriforce.com Open Joist TRIFORCEg shall be in accordance with manufacturer's installation guide,this evaluation report and Open Joist 2000' and Open Joist TRIFORCE' Wood the applicable provisions of the IRC. The joists are Trusses imprinted with the words top and bottom on their respective flanges to assure installation is as designed. Where there is CSI Section: a conflict between these documents, the most restrictive 06 17 53 Shop-Fabricated Wood Trusses provisions shall govern. The manufacturers installation instructions and this report shall be available at the jobsite 1.0 RECOGNITION during construction for use by installers and for quality assurance. The Open Joist 2000 and Open Joist TRIFORCE*' wood trusses recognized in this report, have been evaluated for 4.0 PRODUCT DESCRIPTION equivalent fire-resistant construction to dimension lumber of 2-inch by 10-inch nominal dimension in accordance with 4.1 General: Open Joist 2000" and Open Joist Exception 4 of Section R302.13 of the 2015 International TRIFORCE*wood trusses are prefabricated open web floor Residential Code(Section 8501.3 of the 2012 International joists constructed of solid-sawn wood. Web members are Residential Code) in compliance with the following code connected to flanges by adhesively bonded finger joints. editions: 4.1.1 Flanges. The top and bottom flanges are constructed •2015 and 2012 International Residential Code2(IRC) of solid-sawn or finger jointed Spruce-Pine-Fir (SPF) lumber with a minimum 2-inch by 3-inch nominal 2.0 LIMITATIONS dimension. Use of the wood trusses recognized in this report is subject 4.1.2 Web Members. The vertical and diagonal web to the following limitations. members are constructed of minimum nominal 2-inch by 2- inch SPF lumber. 2.1 The Open Joist 20000 and Open Joist TRIFORCE x wood trusses have only been evaluated for the fire-resistance An extension is provided on one or both ends of the trusses requirements noted in Section 1.0. All other requirements that may be cut, according to manufacturer's installation shall be evaluated by an approved evaluation service and instructions, to adjust the length of the joist. The subject to approval of the code official. TRIFORCEe truss uses a '/ii-inch (15.9 mm) thick wood structural panel or '/2-inch (12.7 mm) thick gypsum board 2.2. Selection of the floor trusses for structural loading and attached to each side of a 34-inch (9.5 mm) thick wood its supporting structure shall be designed by an approved structural panel for the extension and the Open Joist 20001 structural design professional. truss uses a 2-inch by 8-inch solid-sawn lumber web for the 2.3 The trusses shall be properly braced in accordance with extension. the installation instructions and the IRC. 4.1.3 Adhesive. The adhesive used for manufacturing the 3.0 PRODUCT USE trusses complies with ASTM D2559 and qualifies under the heat durability performance requirements of ASTM D7247. 3.1 Design. Open Joist 2000®and Open Joist TRIFORCE" PFs corporation wood trusses shall be designed in accordance with Northeast Region manufacturers' design information, ANSFAWC National APPROVED Specification for Wood Construction(NDS),and evaluation Michelle Floyd reports by an approved and accredited certification agency. o019 proal zllimited to aulttPortlon The product described in this Undbrm Evaluation Service(UES)Report has been evaluated as an alfemal"material design of method of construction in order to satisfy and comply will the intent of the provision of ire code,as noted in this report and for at least equivalence to that prescribed in the code in quality strength efkctrvenessfire resistance,durability and safety,as applicable,in accordance with IBC Section 104 11 This document shall only be reproduced m its entirety Copyright O 2016 by International Association of Plumbing and Mechanical Officials All rights reserved Printed An the United States Ph 1.67741ESRPT-Fax 909 472 4171 t web www uniform-es oig-4755 East Philadelphia Street Ontario Calrltime 91761-2616-USA acs i�w Page 1 of 2 "°°'° 80"s °'°°' VUES 1 t Number: Thl Originally Issued: 11/16/2016 Revised: 11/30/2018 Valid Through: 11/30/2019 5.0 IDENTIFICATION The bottom flange of the product is imprinted with the ryt manufacturer's name,manufacturer's phone number,product name, approved inspection agency, the UES Mark of Brian Gerber,P.E.,S.E. conformity and evaluation report number(ER-480). Either Vice President,Technical Operations UES Mark of Conformity may be used as shown below: Uniform Evaluation Service /"�/Ao/ 1 A p U E Richard Beck,PE,CBO,MCP MQ S Vice President,Uniform Evaluation Service ES TM or ® C- )- a.,.7 IAPMO UES ER-480 GP Russ Chaney CEO,The IAPMO Group 6.0 SUBSTANTIATING DATA For additional information about this evaluation report please visit xww.uniform-es.are or email us at info a uniform-".ore 6.1 Report of Fire-resistance tests in accordance with ASTM El 19 from a laboratory in compliance with ISO/IEC 17025. 6.2 Technical Assessment of Fire Performance. 6.3 Engineering analysis. 6.4 Manufacturer's quality documentation, descriptive literature and installation instructions. 7.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on Open Joist 2000' and Open Joist TRIFORCEK wood trusses to assess their conformance to the codes shown in Section 1.0 of this report and documents the product's certification. PFS Corporation Northeast Region APPROVED Michelle Flovd 07/02/2019 Approval limited to Factory Built Portion Page 2 of 2 Jab Truss Tru s+Type , City Ply SMP 212 78322 HM752805 HINGE MONO 1 1 02-Flat-24'-60/90 Univanal Forest PApgucls Ina.Grand Rapala,MI 48525,Mike Patten 7AI0 a Jan 29 2015 MiTak Indu ides,Inc,wedbtay2711:15:669016 Copyright V2016 Universal Forest Products,Inc.All Rights Reserved All, 34 9.2.0 o.yo a1aA o.i ij ver 4 6 6 6MH16E 3 4 B S lid 12 0-10.12 to 3.2.0 , n REACTIONS 1.1.4 Max Hors 6.339(LC 9),8--"(LC 14) Max UpMb-466(LC 9),7-361(LC 9) 1J•4 DPI. 12 T2 MascGrevB=1181 C 14 7.817 LC 1/ A ~uwtt 0 ti'm Opt, 040Cut.112 Opt SMHIBA WIN 'A Detail can �� axe 4 3 2 a a 1 w2 w4 a f r of 144 4x5 11 8 axe-_ REACTIONS II Harper or bottom Mere Hort 1.339(LC 9),8--99(LC 14) 4x5 II chord bearing req'd Max Uplift 1-•J4MC 9),7-49D(LC 9) P10-12. 2-7-8 9-1-0 0.1.8 MaxGfsvt-600(LC 14).7.840(LC 14) i 12-8-12 Plate Offsets f: 1:0.2411.0.0 1:0.0.14 E s .oJ-4 05� 3.0.!-0 0'0-0-0 0.1-0 '0.21 o�Js SPACW0:2-0-0 SPACING-:14.0 SPACWO•:1-0-0 C51. DEFL. N (kx) VdeR Ud PLATES GRIP LOAOWO(psf) LOADTCLL (psf) LOADTCLL (ps0 Plate Grip DOL 1.15 TC 0.82 Ven(LL) -0.08 7-0 >999 240 MT2D 1871144 TCLL 48.2 TCLL 89.3 TCLL_ 92.) LumberLXx 1.15 8C 0.54 Vod(CT) 4.13 7-0 >M 160 MTI61iS 1971144 (Ground SnaM80..0 (Ground 3rww�910.5 ((Could Snow-f 20,0) Rep Stress Ina YES W8 0.44 Horr(CT) 0.02 7 Na ria SCOL 7.0 TCDI 10.5 TCLL 14,0 Code ISC2012J1BC2015/ (Mabbr) Weight 63 In BCLL 0,0 BCLL 0.0' BCLL 0.1' TP12014 FT-0% L 100 B 15.0 BCDL 200 LUMBER- BRACING- TOP CHORD 2x6 SPF No.2'Excepl' TOP CHORD Structural woad ahealhkp direc0y applied o(64"oc pufns, except end verticals.(P) T3:2x4 SPF Stud BOT CHORD Rigid calling directly applied or 7.1.7 oe bracing. BOT CHORD 24 SPF No,2 WEBS 1 Row at mldpl 2-7 WELTS 24 SPF Stud'Except' W2.2x4 SPF Sbd,W4:2 X 10 LSL Truss Grade APPROVED wry►u..t.a.tyid REACTIONS. (bfsho) 7-72510.14(min,0•t-0),6-Wachordcal 1-75OW-a(min,0.1.8) DATE 6 IJ'Ih y y�.(1'i(`1'41,4~ Max Hort 0--mc 14),1.33mc 9) ` Max UpIRT-468(1.09),1-J19(LC9) PFS CORPORATION Max Grew7=876(LC 14),1.812(LC 14) Bla bmq,PA ,a IiV:V,N . t1, FORCES. (b)-MaAmumCompressbNMaxMumTension FI�('L"iv11tiN ri TOP CHORD 1.2-•1531!581,23=•b03/95,3.1�ST3N01,4-10=�39N07,45-•19Nd2,6.6-•111!89,J•9=597/453 to (:11111 rra BOTCHORD 1-1 1=30911286,11.12--90911286,4412--909/1288.7.8-4Ml268 WEBS 2J1-•131345,2.7=-9 74 884,4.9.460=1 rt- S p iV r4cr REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(b)/Maximum Tension(by MaAmum Shear(b)l Madnum Moment(iii) --/, '� •a/; S'�� \. 5-138151111 9=(56041(11126110 NOTES. 1)Dodo:0J-14 length x 40.12 deep dada,0.10.8 to left edge from)Dist I on the bottom face. 2)Wind ASCE 7-10;Vul-155mph(3-ascond gus0 Vosd-123nph Q241n o.c.;TCDL-2.lpst BCDL-3.Opff,(All.lWmph a 16fn o.a;TCOL-3.1pst; BCDL-4.5psf);(Al.180mph Q12in o.c.;TCOL-4.2psf;BCDL-6.Dps0;h-30R;Cal.IL Exp C;anscbsad;MWFRS(ametope)gable and tone and C-C Esdedor(2)tone;cantilever left exposed;CC for mombsre and taus 6 MWFRS for reactions shown;Lumbar DOL-1.80 plate grip DOL-1.80 E-signed by Kevin Freaman 3)TCLL ASCE 7-10,Pg=60.0 per(ground snow);Ps-45.2 psf(roof snow);Category II;Exp C;Partially Esp.;C1.1.1 4)Roof design snow bad has boon reduced to accaunl for slope, 6)Unbalanced snow beds he"boon considered for this design. `cappU+umrMurrry 6)All P111163 aro MT20 plates unless otherwise bdkated. Ov pO OF '4 p,4 7)Sae HINGE PLATE DETAILS for plate placement c�P'C �Yl, RF1...(y 8)Provisions must be made to prevent laterot movement of hinged members)during transpatetlon. 9)All addrdonal member connections shol be provided by others for forces as Ydicaled. $0 10)Tt4s truss has been designed form 10.0 psf bottom chord ive bad nonconartent with any other live pads, L 1 11)'Tete trusshas been designed form live bad cf 20.0psf on the bottom chord M allareas where a nictarple 3-0-0 tall by 2-0-0 wills wH fn between the bottom 1 chord and any other members. 12)Provide m ichaNcal connection(by opera)of truss to bearingplata el)oinl(a)7. 13)Provide mechanical connection(by others)of truss to bearing plots capable of wIthstandng 469 1)uplift at)ohl 7 and 319 b upift mt Joint 1. o, 14)This ak Wss Is designed p accordance pl the any bantam or twi"of tBuUrig Code ctionplate 23M.1 and referenced most 6a repaired before the buldling Ird f put nal service. rrrrnjrAis+�1`+,vv,`r 16)Teles precaution to keep the aeras In pgna,any bandlrtg a twislkp of the 15)The liekd4nslalbd members are an integral pan of the truss design.Retain a design professional to specify final field connections and temporary supports, Ali bklJnstaled members must be property fastened prior to spoiling any loading to the truss.This design anticipates the real set position. ". o fi.&enis a-�� 17)Teta truss Is designed h accordance with the 2012 18ro C Sec 2308.1 and relencad standard ANS VTPI 1 gree,wdtw l em edh eraroq nrtNssMa e'V+'neru+aar er lm dN slate d The profasslonal engeeering seal Indlntas that a icarsed professional has rovlewed the design under the standards roferenced within this document �~ gym•Ibwacenoee.' 1a not necessarPy the current state bms8dup code.The englneerbp seal Is not an approval to use In A spsollo state.The foul determination on whether 5/29/2015 e truss design U acceptable under the locally adopted building code res(with the bLWwV of6dai or designated appointee. AWARNING -Verily design parameters and READ NOTES Unniersal Forest Products.l+c. 2601 EASTBELTLWE RD,NE Truss shag not becut orneddisdwilhoutapprovafotthe truss deugnengineer, PHONE(616)4644161FAX(618)3654M GRAND RAPIDS,MI 49525 This con"renl has only been designed for the loads noted on this drewtng,Construction and fling lsrcos have notbeen considered.The builder is responsible far Htlng methods and system daalgn.8u91er responsibilities ere defined under TPI1.This design la based only upon parameters shown,and is for on IndiMus I building component to be Installed and loaded varkaly.Appficablty of design parameters and proper Incorporation or component is responsibility of W gdrp de signer•not truss designer.Brading shown Is for lateral support of individual web mambas only.Additional Ienporery bracing to Insure slabs dung construction If the responsibility of the erector.Additional permanent bracing of the owrel abucture Is the responsibGTty,of the building designer.For general guidance regardnq fabrication,quoit'control storage,delivery,enctien and bracing,consult 8CSi 1416 tram the Wood Truss Council of America and Truss Piste Instfirla Recommendation available from WTCA,6300 Entanpd»W,Madison,WI 53719 J.UvpporMGtek9uppgempdatessufp.lpe 03/07/2016 1.1.6.1 i UNIVERSAL FOREST PRODUCTS, INC. Jo0 True l.1n1•nr T212 Fe 78322 HM752805 SMP The profosslonal engineering seal Indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building oode.The engineering seal Is not an approval to use a design In a specific state.The final determination on whether a truss design Is acceptable under the locafiy adopted building code rest with the building of c al or designated appointee. ,,`�t11111111111q//,/ cr�SG, a�,'�;��'so.,�,, *? * *d y* F N IN i r lv� �� r• ti � i 4"CENs�c'I N . a• dNAt. � o �E"5�1d `��d�QtJ.W�q�r IE � REQI61EflEU 'y V� PROS $SIGNAL �-n I KEVIN , MAN Ng y APPROVED DATE 6/14/16 PFS CORPORATION Bloomsburg, PA Corporatc Engineering 2801 East Bcllline,NE Grand Rapids,MI 49525-9736(616)364-6161 Fax(616)365-0060 03/07/2016 ufpi.com 1.1.6.2 Electrical Load Calculation: MUNCY HOMES, INC. Ref. NEC 2005/2008/2014,Article 220 Chapter 4, Optional Feeder and Service Load Calculations W7 ' +ww Modular Only Performed By: Gregory Hayes Mfg: Muncy Homes Inc Model: Job#23633_000 Affordabilt of VT/Wingfield Air Conditioning 0 Central Electric Space Heating { 0 x .65) ` 0 Less Than Four Separately Controlled Electric Space Heating Units ( 1500 x .65) " 975 Four or More Separately Controlled Electric Space Heating Units { 0 x .40) ` 0 ft. of Elec Heat at 250 watts per ft= 0 total watts " Use the larger of the air-conditioning or the diversified demand of the heating load. Other Loads: Watts or Circuit Wire Voltage Watts Floor# Volt-Amps Ampacity Size 1 st Stry Gen Lght ( 852 sf' x 3)x1 2556 15 14-2 120 2nd Stry Gen Lght ( sf' x 3)x 0 15 14-2 120 Small Appliances ( 2 x 1500 ) 3000 20 12-2 120 Range 8000 40 8-3 240 Dishwasher 1000 15 14-2 120 Garbage Disposal NA 15 14-2 120 Microwave NA 15 14-2 120 Washer 1500 20 12-2 120 Dryer 5600 30 10-3 240 Furnace Safety Switch (Furnace by others) NA 15 14-2 120 Water Heater(shipped loose) 4500 25 10-2 240 Whirlpool na 20 12-2 240 PFS Corporation Subtotal: 26156 Northeast Region APPROVED First 10 KW of other loads @ 100% — 10,000 watts Michelle Floyd 07/02/2019 Remainder of other loads @ 40% ( 16156 x .40) = 6,462 watts Approval limited to Factory Built Portion Heat Above: 975 watts 1H OF A4,4 0 Total Calculated Load: = 17,437 watts o� DAVID E. Required Service Size 17437 y 240 = 72.7 Amps BILLINGSLEY m� U No.47769 CIVIL y Installed Panel Size = 200 Amps A Q Q �c �GtsTeP� 07/02/19 Window Schedule MUNCY HOAXES, INC. »It ,t VM .67450-&" Andersen Silver Line Series (DBL Hung) Ident. No. U Val Light Vent Type Max Fir EgressMaterial SHGC Area SF Clr SF 3037 0.29 4.95 2.61 DH 61.88 -- Vinyl 0.25 3859 0.29 11.44 6.02 DH 143 6 Vinyl 0.25 Door Schedule Ident. No. Size U Val S.F. Material Finish Type Glazing 36 36"x80" 0.27 1.82 Steel PTD 6 Lite 36-15LT 36"x80" 0.35 8.61 Steel PTD 15 Lite Interior Door Schedule Ident. No. Size Material Finish Type 18 18"x80" Wood Pre-Fin Swinging 30 30"x80" Wood Pre-Fin Swinging 3013F 30"x80" Wood Pre-Fin Bi-Fold 60BF 60"x80" Wood Pre-Fin Bi-Fold 30INS 30"x80" Fiberglass PTD int. Insulated Door(U-0.17) PFS Corporation �iN OF A44S. Northeast Region �3 - APPROVED � BILDLINGSAVID EEY m CIVIL N Michelle Floyd No.47769 07/02/2019 /ST Approval Approval limited to NAL Factory Built Portion 07/02/19 Whole House Ventilation Supply Air Worksheet: 1-Story Job#: 23633-000 Construction: Semi-Tight 1st Story Area: 852 sq ft #of Stories: 1 1st Story Clg Height: 8 ft #of Bedrooms: 2 #of Fireplaces: 0 Total Building Area: 852 sq ft OF ugssq Building Volume: 6816 cu ft y� p Air Change/Hour(ACH)Value: 0.41 DAVID E. yG BILLINGSLEY o CIVIL -4,No.47769 (ACH x Volume)/60 minutes=CFM Provided: 47 cfm PFS Corporation 9F �o �Q Additional CFM provided from Fireplaces: 0 cfm Northeast Region �xF QiST6 '`` Total CFM Provided: 47 cfm NAL APPROVED � li—. FM Required per 2012/2015 IRC-Table M1507.3.3(1): 45 cfm Michelle Floyd Supply OK or NG: OKI 07/02/2019 07/02/19 Approval limited to Whole house ventilation exhaust is provided by a continuous run bath fan. See electrical plan Factory Built Portion for the identified fixture locations and size. Manual J Table 5A - Infiltration Air Change Values for Three or Four Exposures Default Air Change Values for Single Story Construction Construction Air Changes per Hour—Heating Infiltration 1 Floor Area of Heated Space(SgFt) Cfm for One Fireplace 900 Or Less 901 to 1500 1501 to 2000 2001 to 3000 3001 or More Tight 021 0.16 0 14 0 11 010 0 Semi-Tight 0.41 0.31 0.26 0.22 0.19 13 Average 0.61 0.45 0.38 0.32 0.28 20 Semi-Loose 0.95 0.70 0.59 0.49 0.43 27 Loose 1.29 1 0.94 0.80 1 0.66 0.58 33 1) For one additional fireplace,add 7 Cfm to the above fireplace values For two or more eddibonal fireplaces,add 10 Cfm(total)to the above 2012/2015 IRC-Table M1507.3.3(1) TABLE M1507.3.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNIT NUMBER OF BEDROOMS FLOOR AREA 0-1 1 2-3 1 4-3 1 6-7 1 >7 (square feet) Alrnow In CFM <1,500 30 45 60 75 90 1,501-3,000 45 60 75 90 105 3,001-4,500 60 75 90 105 120 4,501-6.000 75 90 105 120 135 6,001-7,500 90 105 120 135 150 >7,500 105 1 120 1 135 150 165 For SC 1 square foot 0.0929 m'-.1 cubic foot per minute-0.0004719 ma s. IRC Braced Wall Program - Applicability Check - "Wind Design" Program OK to use, wind speed fits within prescriptive 2015 Ultimate Wind Speed: 117 IRC requirements Model Specific Information: Sales Division: Superior Builders No. of Stories: 1 PFS Corporation Designer: Gregory Hayes Townhouse?: No Northeast Region APPROVED Database No: 23633 Wind Exposure: C Michelle Floyd Seismic Zone: B 07/02/2019 Approval limited to Factory Built Portion Footnotes for Braced Wall "Wind" Analysis Pages: 1) Braced Walls to be located in accordance with section R602.10 and a minimum of 20 ft from edge to edge of BWP(R602.10.2.2). 2) If Continuous Sheathing(CS-WSP) per R602.10.4.2 is used, Braced Wall Panels(BWP's) shall be required at each end of the Braced Wall Line, or 10'-0"away max with an 800 Ib hold-down at the BWP closest to the end of Braced Wall Line. Minimum BWP width dimensions shown in table have been interpolated from Table R602.10.5. 3) Required length of Braced Wall required interpolated from Table R602.10.3(1). Braced Wall total installed shall not be less than 4'in any one Braced Wall Line. 4) Andersen or MW Equivalents: 3037=24210, 3465=2852, 3857=3046,4237=34210,4257=3446, 2257= 1846, CW13=CW13. 5) A"glazed"door represents a Slider, French,or Patio door and uses the worst case(largest)opening for the nominal size given. 6) Method GB (Drywall Cladding), minimum panel lengths are 96"when drywall one side only, and 48"when drywall both sides(Table R602.10.5). 7) Framing Below: For Seismic Zones A, B, &C, fasten the bottom plate of Interior Braced Wail to joists or blocking below with (5)0.131"x 3-1/4"nails @ 16"o.c. Blocking shall be fastened to each joist w/(3) 0.131"x 3-1/4"nails each side(Figure R602.10.8(2)). 8) Framing Above: For Seismic Zones A, B, &C, fasten the top plate of Interior Braced Walls to the truss or blocking above with(5)0.131"x 3-1/4"nails @ 16"o.c. Blocking shall be fastened to each truss bottom chord w/(3)0.131"x 3-1/4"nails each side or 6"o.c. for continuous blocking per(Figure R602.10.8(2)). Footnotes for Braced Wall Analysis Pages: Alternate Braced Walls 9) For a 9'-0"high wall, Table R602.10.5 allows a 2'-8"wide ABW Method Panel to replace a 4'-0"wide WSP method panel. 4.0/2.67= 1.5= Multiplier used to determine Equivalent WSP BW Length when ABW panel exceeds 2'-8"in length. 10) For an 8'-0"high wall,Table R602.10.5 allows a 2'-4"wide ABW Method panel to replace a 4'-0"wide WSP Method panel. 4.0/2.33= 1.714= Multiplier used to determine Equivalent WSP BW Length when ABW panel exceeds 2'-4"in length. 11) Exterior Sheathing Fastening for ABW Method Panels: 1st Floor of 2-Story: 8d @ 4"o.c. Edge Fastening 3/8"Min.Wood Structural Panel 8d @ 12"o.c. Field Fastening Sheathing Both Sides of Wall 1-Stry or 2nd Flr of 2-Stry: 8d @ 6"o.c. Edge Fastening 3/8"Min.Wood Structural Panel 8d @ 12"o.c. Field Fastening Sheathing One Side of Wall V_ �F MgSs'O 12) ABW Hold-downs Required for an 8'or 9'high wall, Seismic"C"max(Table R602.10.6.1): ? ti o DAVID E. � One-Story or 2nd Floor of Two-Story: 1800 ib capacity BILLINGSLEY 1 st Floor of Two-Story: 3000 Ib capacity ° CIVIL No.47769 Program Date: Created 3/24/2015 Program Revision Date: 3/13/2019 ASb��Fc�szaA�G�a�k`r NAL EN 07/02/19 Braced Wai/Aii is 2015 International Residential Code Sales Division Database Deslanor No.of Stories Wind Spited Wind Exp Seismic Superior Rudders 23633 Gregory Hayes Braced Wall Line: 1 Location:Rear Long Wall Window' R0 x R 0 Quantity Widt2257 22.5" x 57.5" 1 Floor Level Roof Pitchl 5112 2259 22.5' x 59 5" - 8 it Wall Height Eave to Ridge Hgt 5 28 ft 3037 30.5" x 37.5- - 36 ft 811V Line Total Length 3449 34.5" x 49.5" 23 66 ft BW Line Spacing 3465 34.5" x 65.5" 0 ft Sum of Openings in BWL 3565 35.5" x 85.5- - 24 R Non-Qualifying Panels in BWL(8 or Portions of Wali Not Used as BWP) 3857 38.5" x 57.5" - 0 R BNP Value reduction for Method WSP BWP-s<4'wide(Table R602 10 5 2r 3859 38.5" x 59.5" - 0 No of panels 42"wide ONo of panels 36"wide 4237 42.5" x 37.5" - 24 ft Sim o!Openings 8 Walls Not Used as BWs in Ne BWL 4257 42.5' x 57.5" - WSP.AS HW Method(fable R602.10 4) CW13 29.5" x 36.5" 4 73 ft Length BW Required(Table R602 10.3(1))' - x - Alt.Braced Wall and Portal Frame Braced W411- nth AdJusimili X 0 ft Length of CS-PF or PFG Panels in BWL IYa PF Method X - 0 ft CS-PF or PFG Panel BW Length Adjustment X - - 01 Length of PFH Panels in BWL ©No of PFH panels In BWL X - - 0 ft PFH Panel BW Length Adjustment 'ABW Pane Lengths Doors OR Total Length of ABW Panels in BWL 0 0 0 32 34.5" x 82" Oft ABW Panel BW Length Adjustment 0 36 38.5' x 82" - Adjustments: All values extracted or Interpolated from Table R602.10. 2 36 sl1 52" x 82" fi20Adj or Exposure Ii Corporation 36sl2 85.5" x 82" or Eave-to-Ridge-Hgt ¢Segmented Wall Adjustment? Nor heast Region 5'glazed 60" x 62" or Wall Height tA0 Adj.for SOO Ib HD each BWP PPROVED 6'glazed 72.5" x 82" or 8 of Braced Wall Lines Michelle Floyd 96" x 82" Number of BWL's Parallel to BWL Being Analyzed 07/02/2019 I Ger Dr 108" x 82" - or Not Fastening Interior Gypsum Ap roval limited to 16'Gar Dr 192" x 82" Apply Adjustment? Fac ory Built Portion Special 1.00 Adj to Remove Horiz Shlhg Seam Blocking WSP.(R602.10.10,Ex ft3) x - No if sheathing is applied horizontally,apply adjustement? x W R ulred After Adjustments x 3.681 BW AdjReq'd (4.73x1.2x0.72x0.9xix1xtx1)=368 x � 121 BW Provided (36-24) Pass or Fall?ItSWOMPASSM, Braced Wall Line: 2 Location:Front Long Wall Window' R 0 x R 0 Quantity Min CS-WSP Method Width Height BWP Adj to R.O' 2257 22 5" x 57 5" 1 Floor Level Roof Pitch 5112 2259 22.5" x 59.5" 8 ft Wall Heght Eave to Ridge Hgt 5 281 3037 30.5" x 37.5" - 36 it 8W Line Total Length 3449 34.5" x 49.5" - 23 661 BW Line Spacing 3465 34.5" x 85.5" 16 04 It Sum of Openings in BWL 3565 35.5" x 85.5" - O 1 Non-Qualifying Panels in BWL(d or Portions of Wall Not Used as BWP) 3857 38.5" x 57.5" O 1 BWP Value reduction for Method WSP BWP's<4'w(de(Table R502 10 5 2) 3859 38.5' x 59.5" 4 240 0 No of panels 42"wide MNo of panels 36"wide 4237 42.5" x 37.5" - 16 04 ft Sum of Openings 8 Walls Not Used as BWs in the BWL 4257 42.5' x 57.5" CS-WSP BW Method(Table R602 10 4) CW13 29.5" x 36.5" 4 OS R Length BW Required(fable R602.10 3(1))' X - AIL Brac d Wall and Portal Frame Braced Wall•Lonath Ad u tm Is X 01 Length of CS-PF or PFG Panels in BWL nJa PF Method X 01 CS-PF or PFG Panel BW Length Adjustment X 01 length of PFH Panels in OWL ®No of PFH panels in BWL X 01 PFH Panel BW Length Adjustment Door° 0 it Total Length of ABW Panels in BWL 1 0 1 0 0 32 34.5" x 82" - 0 ft ABW Panel BW Length Adjustment 0 36 38.5" x 82" - 1 335 Adjustments: All values extracted or interpolated from Table R502.10.312 36 s11 52' x 82" - 1 20 Adj for Exposure 36s12 65 5" x 82" 0 72 Adj for Eave-to-Ridge•Hgt No Segmented Wall Adjustment? 5'glazed 60' x 82" 090 Adj for Wail Height 100 Adj for 800 b HD each BWP 6'glazed 72 1 00 Adj for 8 of Braced Wall Lines 8'glazed 9E '(. O 2 Number of BWL's Parallel to BWL Being Analyzed 9'Gar Dr 1a' 1 W Adj for Not Fastening Interior Gypsum 16'Gar Dr 19- AVID E. G No Apply Adjustment? Special 414 1 BILLINGSLEY N W%At 1 DO Adj to Remove Horiz Shthg Seam Blocking-Not applicable to CS-WSPI O L� da Horizontal sheathing blocking req'd for CS-WSP Method tj- Total BW Required After Adjustments D`47789 315fl BW AdjReq'd (4.05x1.2x072x09x1x1xIx1)=3.15 l;� P 19 96 ft BW Provided (36-1604) Pass or Fail? PASS- Program Pevrsion C to 07/02/19 Braced Wall Analysis 2015 International Residential Code Sales Divislo Database Desloner No.of 5torivs Wind Speed Wind Exv, Seismic Superior Buifders 23633 Gregory Hayes 7 B Braced Wall Line: 3 Location:Left End Wall Window' R O. x R O Quantity Min.CS WSP Method Width Height BWP Adj to R O 1 2257 22.5" x 57.5" 1 Floor Level Roof Pitch 5/12 2259 22.5" x 59.5" -8ft Wall Height Eave to Ridge HgtF 5 28 ft 3037 30.5" x 37.5" 23,66 R BW Line Total Length 3449 34.5" x 49.5" 3e R BW Line Spacing 3465 34.5" x 655' 3 21 R Sum of Open.ngs in BWL 3565 35.5" x 65 5" 0.25 ft Non-Qualiying Panels in BWL(6 or Portions of Wail Not Used as BWP) 3857" 38.5" x 57.5" - Oft BWP Value reduction for Method WSP BWP's<4'wide(Table R602 10 5 2) 3859 38.5" x 59.5" 1 24.0 0 No of panels 42"wide F-0-1No of panels 36"wide 4237 42.5" x 37.5' 3.48 ft Sum of Openings 8 Walls Not Used as SW's in the BWL 4257 42.5" x 57.5" CS WSP BW Method(Table R602.10.4) CW13 29.5" x 36.5" 5 9 R Length BW Required(Table R602.10.3(1)) - - x Alt Brac d Wall and Portal Frame Braced Wail Length Adiustme - x Oft Length of CS-PF or PFG Panels in BWL Na PF Method X 0 I CS-PF or PFG Panel BW Length Adjustment X 0 it Length of PFH Panels in BWL [0 No of PFH panels in BWL x - 0 R PFH Panel BW Length Adjustment Door' 0 R Total Length ofABW Panels in BWL 1 0 1 0 1 0 32 34.5" x 82" 0 R ABW Panel BW Length Adjustment 1 0 36 38.5" x 82" Ad'ustme I values extractedor interpolated from Table R602.10.3(2 36 sit 52" x 82" 1 20 Adj for Exposure PFS orporation 36s12 65.5" x 82" - D 72 Adj for Eave-to-Ridge-Hgl No Segmented Wall Adjustment? North ast Region 5'glazed_ 60" x 82" 0.90 Adj for Well Height 100 Adj for 800 Ib HD each BWP Ap ROVED 6'glazed 72.5" x 82" _ --- - 1.DO Adj for X of Braced Wall Lines 8'glazed 96" x 82" 2 Number of BWL's Parallel l0 OWL Being Analyzed Michelle Floyd 01 f02/2019 9'Gar Or 108" x F-1DO-Adj for Not Fastening Interior Gypsum App"val limited to 16'Gar Or 192" x 82" No Apply Adjustment? Factor Built Portion Special 1 00 Adj to Remove Horiz Shthg Seam Blocking-Not applicable to CS-WSPI x - _ ___ Na Horizontal sheathing blocking req'd for CS WSP Method x - II it After Adjustments x 459R BW AdjReq'd (5,9x12x072x09x1x1x1x1)=459 x - 20.2 R BW Provided (23.66-3 46) Pass or Fail? PASS Braced Wall Line: 4 Location:Right End Wall Window' R.0 R O Quantity Min.CS-WSP Method x Width Height BWP Adj to R 0 1 2257 22 5" x 575- - 1 Floor Level Roof Piles 5112 2259 22.5" x 59.5" - 8 ft Wall Height Eave to Ridge HgIF 5 28 ft 3037 30.5" x 37.5" - 23 66 R BW Line Total Length 3449 34.5" x 49.5" 36 ft BW Line Spacing 3465 34.5" x 65.5' - 0 ft Sum of Openings in BWL 3565 35.5' x 65.5' - 0 R Non-Qualifying Panels in BWL(6 or Portions of Wall Not Used as BWP) 3857 38.5" x 57.5' - rffB�p Value reduction for Method WSP BWP's<4'wide(Table R602 10 5 2) 3659 36.5" x 59.5- - No of panels 42"wide ©No of panels 36"wide 4237 42.5" x 37.5" - of Openings d Walls Not Used as BWs in the BWL 4257 42.5" x 57.5" ethod(Table R602.10.4)CW13 29.5" x 36.5" h BW Required(Table R602 10 3(1))3 - - x - Alt Braced Wall and Portal Frame rac d Wall-Len th Ad ustments x 0 R Length of CS-PF or PFG Panels in BWIL ENa PF Method x - 0 ft CS-PF or PFG Panel BW Length Adjustment x - 0 R Length of PFH Panels in BWL ©O No of PFH panels in BWL x - Oft PFH Panel BW Length Adjustment Door' 0 R Total Length of ABW Panels in BWL 0 1 0 0 32 1 34.5" x 82" - 0 R ABW Panel BW Length Adjustment 0 36 38.5- x 82" - Ad u tme : All values extracted or interpolated from Table R602.10.3(2) Wall 52" x 82" - &0.90Adi or Exposure 36 sl2 65 5" x 82" or Eave-to-Ridge-Hgt Na Segmented Wall Adjustment? 5' lazed 60" x 82" - or Wall Height 100 Adj for 800 ib HO eachBWP 6'glazed 72'" i or N of Braced Wall Lines 8' lazed 96 - Number of BWL's Parallel to BWL Being Analyzed 9'Gar Dr 109" ��. �SSor Not Fastening Interior Gypsum 16'Gar Or 19.. - Ne Apply Adjustment? Special 1,00 Adj to Remove Hodz Shthg Seam Blocking-Not applicable to CS-WSP' I NQtS-L Y41 Na Horizontal sheathing blocking req'd for CS-WSP Method Total BW Required AfterAd'ustments �Ma 3y 459ft BWAdjReq'd (5.9xl2xO72xO9xixlxixl)=459 _ 23.66 R BW Provided (2366-0) F STEL Pass or Fail? PASS Program Rawson C 4\1 NAL 07/02/19 CS-WSP/WS P SHALL BE CONSTRUCTED PER TABLE BELOW MINIMUM NAIL MINIMUM MINIMUM MAXIMUM PANEL NAILING ULTIMATE DESIGN WIND SPEED VuR WOOD NOMINAL WALL SPACING (MPH) STRUCTURAL PANEL STUD SIZE PENETRATION PANEL SPAN THICKNESS SPACING EDGES FIELD WIND EXPOSURE CATEGORY (INCHES) RATING (INCHES) (INCHES) (INCHES (INCHES B C D O.C.) O.C.) 6d Common 1.5 24/0 3/8 16 6 12 140 115 110 (20'0.113") 1 16 3 6 140 140 140 Rd Common 1.75 24/16 7/16 16 6 12 1 170 140 135 (2.5''0.131") 24 6 3I 1 140 115 110 jHOFA1gSc PFS Corporation DAVID E. yG� Northeast Region o BiLLINGSL y L CIVIL APPROVED U to No.47769 Michelle Floyd Asb�FF�IST1-P� ��Q 07/02/2019 NALEN Approval limited to Factory Built Portion 07/02/19 36'-0" 33-4" 24 e'-4 1/2" I 5'-7 1/82" X27 4- FRIEL 4 P i-27 6Y 4 p WALL 1 4� 36-15LT 3037 —z + 3859 N(rWFU 3014 2730 t uw()x430 EGRESS _ O DW a s3s 4u :W/D BEDRrn 1 10'-9 1/ h 3�0 UPGRADE i OP NDT�AVAILEVENT�o KATE 911 FT. .-, m r VENT STiI»0 � � � IL429 SO FT. �+ b DINING ARFA THrmucM Fix/ac ® VT REQO /PRD'R*77/ WF5 1 m o-e ' 2-2x10 CENTER FLOOR GIRDER PER HALF 1-161"LVL BEAM 30 (TOTAL 4-2x10) (TABLE E-20) 2-2,s PER HALF 4-2x9 CLG PER HALF iB-1• �ACC �O -7 PNL m h 3f3- An C-7 [v J Of 03Ujw TO tlNlaa lTatr3 J' ,{�� J FLX QD To an row Hw hNL1H� 'vr CL3 m TOTPU En Hm1E J 3 o COW LIV/DD✓KIT wwmrxzrAta�%�.LWL 3 OMM)E, sG 36243 90.FT. BILLINGSLEY CIVIL u R� EOUA RM L2598/48S70 uLLS pl9llg7mO N0.47780 ii :r O .4 1 AL REOD/PRO 50.FT. , �L E� VT REOD SRS 120+ LIVING RM UgKL I 'IQ BFDRm2 07/02/19 16 3" 1 Z,0" . . 12-6 1/2" PFS Corporation EGRESS EGRESS Region APPROVED ( 3i 3/4• �, 38592 L 3-5 3/4• j 36 L 9.6 3/4• 38592 S-7 11V �. Michelle Floyd AZT - WALL 2 A-n 07/02/2019 36'O" 29'-4 1/4" 21'-1 1/4" 6-9 1/4" Approval limited to Factory Built Portion LQT L_RE FIRE gPARATTOt-NbT REtilARFO WPLLS/FRO,ECTDNNS y5'FROM LOT LRE MA NOTE: A PM-LORBLE BUILDING[xiDES NDTE1 WINDOWS SHALL COMPLY WITH 12 6 15 IAC 8312 199 6122,135 61321 SEE srsTEM SUPERIOR BUILDERS " MA BUN-ODE N-OD G COX FOR OTFD 9M ED, 3e WRDOW NOTE 4. WMM SILLS LOCATED BELOW 24'AFF i EXCEED 72 248 CMR.NLA STATE PLUMBING 6 GAS CODE ABOVE GRADE SHALL I♦FIVE A N OTTERS PROVIDED A M RSTALLED MIND[2 207 NEC W/MR AMEND FPl1 PROTECTION DEVICE'COHY'LYD4G WITH Asrri 2018 OR F 2641 !7 w pNAf{.wq.a .amasasA STRETCH ENERGY CODE 2015 EEGL S1DE1NILL= bG IWOC WVQ0W'-SO-VERLI E DESIGN SNOW ZONE=50 GSL �+ �+ 06-15-19 GH PE WHOLE HOUSE VENTILATION BY MOOULR MAif4FRCTuMx WM FDG5H FLOR ABOVE OVE GRAS MPRR 6Fi1=2x3 ISCid R-51.CiR-51.WAROW-L=R-21 ROW-5/12 IBW CO-) AFFORDABILT of VT/WINGFIELD + wmXXX DUCT TI9frW-55 AND BRIER TESTING TO FLOW ZONE -NO FLOC[JST=OJ20m IBC[FUR=R-30 OT OTHERS) DMEGN WIND ZONE=U7 Wt BE PERFORMED ON-SITE BY R MASS.CERTIFIED FOUNDATION T'K-BASEMENT CLG.MGT.- B-(r (SIE RESCECX) GEST.-RIVERSIDE DRIVE FLOOR PLAN 'S BALDER.HERS RATER OR OTHER OFLffIEO STOR E5 PROVE GRADE-I AOOTL SSMT CGL- • STAIR OPENGl51!l7SED NOtTKMMPTOL NR O1® 000 PROFE33WNiL PER 2MS IECC R£WUEIIENTS SPAN W -HA 'w wm an s LABEL - ON 825'19WcEDNHEtRr �CO. HAYES 06-03-2019 1/41'-D" 23633_000 J ELEC HEAT IN BATH Rm AND BEDRm #1 SUPPLEMENTRL HEAT ONLY. NOT PART OF PRIMARY HEATING SYSTEM. 4z 12_2 NRSH£R RECEP's CKT�13 D19HIgLAwR AcE GFI RECEP fACCE55[BLEI GFI ILPNC FRCS ARC EraTtR {RC BRERO:.R ____---g -2 I0_3 _ 12-2 1 - 1 1 -- 1 1DD k 4T - 3 13 20 6 O �-2 a 1 .3 R - __ __ R `1 r 3 3 To tx> 12 A 3 i"T T I 2 r�H1 rr _ 4♦ j2 S `ELECT PNL PFS Corporation _ �� . w� j Northeast Region - �� 5 3 18/zm3 5 APPROVED 142 Michelle Floyd -- 5 07/022019 - - _-� 5 Approval limited to Factory Built Portion - 6 2 5 14-2 4N%H OF U4 TO 9M J MNT ' dD S 6 +! n DAVID E. BILLINGSLEY 'F+ CIVIL � 11 LL r Y YY77 1 AL r I 07/02/19 i 1 I 1 fi 7�7 ------- 7 bQM L AFCI PROTECTION 6 TAPERE�ArT RECPTS PROVIDED PER 2017 NEC Z ALL CEILING LIGHT BO3E5 SMALL BE RATED FOR 5D-PER 2037 NEC 31477 OW) 3.ON-SITE OECK/PORQV5TOOP SMALL EXTEND LIDER EXT(FCI RECEPT AS SHOWN 3O THE RECEPT MAY BE ACCESSHE FROM THE OECK/POR'UVSTOOP 4.REOD FRONT 6 REAR EXT GFCI RECEPT SMALL BE ACCESS®LE FROM GRADE. AODITIONA-1:RROE riCCE55IBLE' EXT GFCI RECEPTS STILL BE PROYMED WHOLE MOUSE MECHANICAL- AID D45TA LED BY OTHERS(BELOW THE MOOLLES)AT THE FRONT AND REAR VENTE-ATTIIN IMISO7 2015 DRO OF THE HOUSE SHOULD THE RECFPTS SHOWN NOT 1E AfYFSSII r FROM GRADE OF BEDROOM 2 S ATTIC LIGHT REOJIRED IF SPACE 15 USED FOR STORAGE OR CONTAINS EOUIPTMENT SUPERIOR BUILDERS ,.. FLOOR AREA SO FT 852 REODUZRC SERVICING, PER 2M7 NEC. SEC 210.7M X3)TO BE PROVIDED AND A AIR FLOW REOUIIa:D 45 CFMS INSTALLED ON-SITE BY OTHERS. r�o s K AIR FLOW PROVIDED - 47 CFMS MIId" R£OUIIffD BATH FAN SEM - 95 CFM (SEE NOTED Carr RW BATH FFM PRIMARY HEAT SYSTEM: ON-SITE BY OTHERS AFFORDRBILT of VT/WMFIELD —xxx '907H C"ALUT FFM M"NT-ft"umm FEW 1KWIOLe FqwTL MIN HEAT CRLC's PROVIDED ON-SITE BY OTHERS TO BE w Um aMOMME60VVrMff Vm FM r a 99UONAw I REVIEWED/APPROVED BY THE LOCAL RHJ ELECT. PLHN "�00O ;;YES 06-16-19 PE I 23633_000 35-D" -m------------------------------- -------, a 0 11111 111 ' +La . rim IQiN mrtnc ' n ��M.0""MQwb PFS Corporation ;a Z1Y 36b'1fIYb aEr .nu sonK swi:mm.m s m Northeast Region APPROVED Michelle Floyd 4'-U* S-0 S 0 S D' 07/02/2019 ; i + - Ei - ---9-4- -r�+- -6- --�-��- �—�- ♦ °P Approval limited to i Factory Built PortionLim L85 •---• - ry J.®D LES 9.YD LES 1LStBD LDS �.�LES 7.750 LDS 7.75D L86 � ' 1AS0 LBS UPLIFT -LtI'VINDATILBS� 3.9m Los tT�TH OF ,t BQIF 1?iiOtOR BOLTS R£0002ID AT 8'-0Vc MIN m PEN SILL ; + of DAVID E. c PLATE SECTION ANCHOR BOLT IS REQUIRED 3S MIN- 12- SE 2' + BILUN09LEY ' MAX FROM EACH ETD OF EACH SILL PLATE SECTIO. ; + c CIVIL + ' CTIO'6 FOR LSSTLTI UPLIFT LOADS TO EE PROVIDED ti , U N i FROM MODULI* TO FOIli1ARON OMFSiTE BY OTHERS N0.47769 ^� , ' SLIDING iip OVERTURNIM LORDS ARE RESISTED BY , ,? P RIC110R BOLT CONNECTIONS ANO SPACBCi iSTE ^c' , PER 2015 IRC SECTION Ra031H ANCHOR BOLT EMffDMETIT AL, + 541L EXTEMP 7• INTO CONCRETE OR GROUTED CELLS OF ; + i MASONtY WITS R402I.IA. 07102/19 804 PLF + i tfl1F.S L A STEEL PLATE I9 REQUIRED ON COLIYNS 2.SEE FLOOR Ii W1.FOIOPTION PLAN AND SET{P DOTRUCTI00 FOR SECIRIHG 11LL GII TO FOUNDATION MU tCOLlN1OC.PED OVER d CORNER AHfJICR9 OF REQAfED11 SUPERIOR BUILDERS 3 ALL LE5T SPLICES MUST L LOCATED OVER POST. 4.MAIL CENTER FLOOR GIROFR SUPPORT COLUMN SPACVG*F-3'(2-WO SPF�L/2 PER NiLFI(TABLE E•2ID _ � s res of c NOTE: FOUNDATION SMALL BE DESIGNED BY A DESIGN PROFESSIONIAL WITH gm.67appm KNOWLEDGE OF LOCAL CONDITIONS PER LOCAL RHJ REOUIREMEMT5. THIS SAMPLE PLAN IS MEANT AFFOROABIT of VT/WINGFHID XXX ONLY TD COMMUNICATE THE DIMENSIONAL AND LOADING INFORMATION TO R. FOLIITION LAYOUT "'� DESIGN PROFESSIONAL 50 THEIR FOUNDATION DESIGN IS COORDINATED DDD WITH THE REOUIREMENTS OF THE MODULAR BUILDING. I oao a HRYES 06-18-19 PE 1/a'=1'-0" 23fi33_000 RIDGE VENT IF El El 3059 EGRE5S — FLK GRADE ACCESS BY 07 PFS Corporation RERE ELEV I1Qh Northeast Region APPROVED RIDGE vExr Michelle Flovd 07/02/2019 Approval limited to Factory I. Portion �y1N OF N,N 3 fLG DAVID E. sc BILUNOSLEY Y� CIVIL N Nu.♦7769 r r AL E] \ �OI9TEQ'��4� '❑ ❑ 07ro2/19 3159 3059 xss RIL E EGRESS EGRESS NTJL GRADE AaccEss BY OTHERS FRONT ELEVATION 20" m TO 71- NOTE ELEVATIONS SHOWN MAY CONTAIN OPTIONAL OR SUGGESTED FEATURES SUPERIOR BUILDERS =06-111-19 L EXTERIOR WALL FTHQSI Toff VIM. SMM 4.STOOPS.STAIRS,H1PHD�S.GLITTERS.DOWSPOLRT9, 6 THE LAST ROW OF 31I10O BOTH FRONT.REAR AM 2 EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD AHD SPLASH ON OCIS ARE FUWOHED ANO INSTALLED RLL SIDING FOR IPRYPER LEVELS OF A 2 STO . ®M 'n� 6T r� GH PE INSTALLATION BY OTHERS. BY OTHERS IN ACCORORNCE WITH STATE ANDOR LOCAL SHIFTED LOOSE FOR FIELD INSTALLATION BY OTTERS I SIDING FOR ENDS IS SIPPED LOOSE FOR FIELD CODES GUTTA s LEADERS MUST BE INSTALLED ED T.MASONRY VI?EIER OR F(>l1DATION SIDING SUFM-= AFFOROABILT of VT/WINGFIELD XXX INSTALLATION BY OTHERS. TO PROVI]DE WATER PROTECTION FOR LOWER LEVEL AND INSTALLED BY OTHERS, nm— ROOF ■INTERSECTION OF UPPER LEVEL ROOF. I SEE WI OM/WOR SCH UME FOR WIDOW AHD DOM FRONT AND REAR ELEVATION 000 S BASEMENT WIDOWS ARE OPTIONAL AND INSTALLED TYPES VENTILATION APD EGRESS AREAS ATO U VILI.ES. uir.n eim enn a�a BY OTHERS HAYES 06-03-2019 1/4'=1'0 23633_000 1H OF itic_ PFS CorporationDAVID E. Northeast Region BILLINGSLEY Y� APPROVED CAVIL 140.47769H Michelle Flcyd °FON TEAR �p 07/02/2019 AL Approval limited to Factory Builtlt Portion - 07102/19 RIDGE VENT RIDGE VENT 12 u sr s� CLG_ CL a _A FLR LEFT ELEVATION [SIGHT ELEVATION NOM EL.EVATID NS SHNM PW CONTAIN OPTIONAL OR SUDI STEO FEARAZE5 SUPERIOR BUILDERS m "� L EXTERIOR WALL FUCSTI TO HE VINYL SIOGG 4.STOOPS, STRIAS. HA ORRTLS,GUTTEIM DOWN5P0UT5, S THE LAST ROW OF SIDING BOTH FRONT.REAR APD _ 2 EXTERIOR LIGHT'S GRE SHUrED LOOSE FOR I VELD AND SPLASH BLOCKS ARE FUAtIS ED AM D46TiLLtD ALL SIDDG FOR LIPM LEVELS OF A 2 STORM. •au w s rrv,oa r DMING FOR NBT OTTERS BCODESSGlIT�S LEADERS CCORDANCE�T BE DW EO T.FfMONRM LOCAL SHIPPED LOOSE F OR FWOiTION BGG S PPLffDD RFF�ORDABIIT of VT/WINGFIELD 3,INSTALLATION BY OTHERS. LOOP FOR Ffflp TO PROVIDE HATER PROTECTION FOR LONER LEVEL AND D19TiLLM BM OTHERS. XXX ROOF•DNTERSECTION OF LPPER LEVEL ROOF. S BFISEPIENT WINDOWS ARE ONTIQA.AND DNSTfLLID fl SEE WOD011/DOOR 9CNfDliE FOR WDOf%I AND Dolle. ELEVATIONS -1 000 "'"�' BY TYPES VENTILATION AND EUES SIDE GRE'SS AREAS Aro U VALUES. oK D am can HATES 06-1B-19 PE 1/4"=1'-0" 23633_000 F HSIW OLY R1TFCW-PC T ff OTP911 r1RY NOT BE LaM FOR THE FO LOW242 L�i"FIRE BETWEEN�F� rs>RC�,WILLS PFS Corporation ��H°F Rho PRRI7TD6.FLOOR RO QIIDG FOE RMED R SEPAI MSiL O SWHOE LAMDRTm at COWED GYP"BOARD IS TO BE 26TFLLM Northeast Region �" DAVID E. �G a.6MRF SHEET VAPOR RETARDERS ARE F` =TO M 7BILLINGSLtY wl � r¢ME DOR GTP"FSTUDtoM 677a!<it s 6*EfE OR OR 1@N WIND OMax RS A FACTOR APPROVED CIVIL m OF THE WRl FrSg7Hh5 NPO RE501RVE. Michelle Floyd N0'47769 07/02/2019 Approval limped to Factory Built Portion ruipt a@ Em R-W FASCIA 07/02/19 PERFURATED VDRL SCFM COR.RIDGE VENT MTMS ORCA TAGS IN GLUE?CONRLS T/t31 THE PLATE INTORD THE DOW"OF THE MDEflFLL sTln ta-QOOt SIFET s7RHTP w 7 OSSl1QS NAILS EA nG 10.NAILS.SGC INTO K E EWA L PLATE.TMtI I2FE1fL1 SOLD t 2a1mw Na.S mm *&flFLL RATE TO/9QOST RRII- Q.M1 VICE NUL5 AT r— FRE-MRAf'FCTO®WOOD TR11S M7921105 anz UP OCJ lEYmpe STEEL"W VW 7-am-N 'VOLS 01 DO SEE SEALED TAM OEMN RO t 241it'1C0'mm-S Tom TRIM Dar--ATIOW BSIRLCTt" FCR RR RED.DED M CDG I/CTAI.ATIDN MTS12 EA TACE FTMERGLM OR SELF S6LBG%043-f. 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OfTE fR WD ri O DTHE THE POINT AT WAL L24 ff THE BALDING ?'RIS FOR ATTIC vEMO.RRON 20 RAIL MINGLES 96TALIED PER Witr.SFEM .ewm w{ @CILAT11N OW FRREamC BETWEEN P 0LLES ONSITE BY CARERS TO TML FEMA 77ATE I aro LDdt COOO 4-IL1 NAILS cow ST Oce STRIPSS/e'CTP m IDlT.S/r am STRIPS RAIL TO TRU55 .GIST HAHGFJR ON.TOP RATE m.TP RATE E ND30M _ VW Om lEAn@O R31 F123R/m D6LUITW H w/VA TO WARM SEE La W Rv.2•Mr oG ¢ aEAR 91'4 ROOF eUM LOCATED VAX FL" b CEILDG REA1 ml BE SELL®TOGETHER L57M air OL USDG 2 ROWS ff 16a MULa OR.t R 2S sE>A.1/IR.UT oG- 1/t GTPm R-II F�NR TO DIM MOE SCEMS AT 2V OG ARHR//1®TOE- f?Gym w/va ro WRBI S>DE w/5 lo.NAE7 En Lm 1¢SmI1E aliaRIDt 'I R•D FlWF tl9)IAURaN SDRE BOTTOM MATE l./S Om lENIHmG sDGLE mTTTi1 PLATE w/VE 7 T0/FRAM 90E.RR mHne ?LOG?F 4^2 DOER GBmER 2-L00 SF.1/4 FLR Rfm PER H/LF•1TTIR7 w/S&ID.ow MULS�EA LEG Lt GL. Fuc TRIM Fumm Q7am jam T N76FR SHEATHING P*ULEO w/Bo PADS a S'oc SBL P1AtE.Le rm �-V219'YO2'PLATE FASTENED TO TO RIM .015T 6 Sn-L ENTIRE PERUIETER GIRDER WITH IH 1/I1d LAG BOLTS SILL YR.EIR ALTERNATE METHODS OF SrPORT Im T[E-Hi>s.m e'oC MAY BE USED,PROVMUG THEY 1/2'alS RCHOIR BOLT 12 MAX FOE CR'T8E OF TRANSFERRING IN FROM EACH C004X RSEE F011diTMN THE DESIGN LOADS FROM THE FLOOR PLAN FOR MMOED UWM)IF4CH ARE GDB]ERS TO THE FA.►OATICK t2 ODOOG 1/Z LDFG EMS AT LEAST T IN CONCRETE FLTEMPTE METHODS%I"BE A PPRO ED BOLT.Nr OR SS IN 7'VSRXT LH OS PLATE WFaHERS BY THE LOCA ERILDIPC OFFICIAL. A MI I"OF 022r r.T SHiRLL BE PROVIDED BETWEEN THE COLUMN OW51TE BY OTHER" FIXIML=BETWEEN MOD-LO PLATE RC THE NUT, O WTE BY OTHERS PER 57PTE NOTE RO LOCAL fm© FOLlEIRTION WN1 ON-SITE BY OTHERS FILL MRTERMS RS LABOR REgARED tEILOW BOTTOM OF FLOM .0157 IS BY OTHERS _ WNCY HOMES, INC. WRIT 1a7 h I; .R D7'a.070504 ; WM aal- G GYPSUM BOF SIq.L E MEMWCFLLY FASTENED WITH TYPE-S OR TYPE-W DETAILS� SCREWS,MM 1 5/r LONG.PIANO Ai 6 oc FM FOR GLUED EF MM CELJW. CROSS SECTION D Pro 12'oc MAX FOR NON GLUED CEn IR«;;RYES 06 79 F'E 1— IRW ra H -18-19 I/4"-1' D" n.a3 MIR rwv v qrt NOTES MIN nil. ci _ r MM MM MM wMats or® WALL at oow L OF PLUMBING F 0 _ arn.0 a.raao na Q sm owe O O FIELD BY BUILDU111-D ER IN% LfITH _�'L N TSCHENKiTICS AVAILABLE UPON aov "'� `�rocnwit'mw 'Harem iy roc �-1 y�p��u�c��7� ION IN FIELD. y rn nm rmvc b '•"um^ g CODE REWIRES. SFlfiPP -0FF VfLVE I OPOFOI t'3 HUBL m nm.mr L1E<>16iJCE �y 7-P MM.ClFlttlK.E IN FRONT 4. FROST-FREE EXT. HOSE BBIIBBS AFIRE OPT.OR AS RECD. r r r v rK emcv -. o I-T SHOWEROF OPENING, i iFtl2E PRACWON Rte.BOVE SCEIL.IIJG. FACTORY MADE mMMCAL nwR oanoc Ulla a IT GOYS IS CODE 61EN DOPE IN ACCORDANCE SHOWER 900 SL MIR W H S. 7. FOR AREAS SIJB.PCT TO FROST CLOSURE, IMG eery re-tnn VENTS TO BE CONNECTED TO T VENT STICK OR t> .1ffiID1HILlet L' -- EXPANDED To 3'VTR AT LEAST 12-BELOW ROOF. S. RCCESSi$E TRAPS ONLY SHALL BE REMOVABLE Whit TYP FIXILRE CLERRRNCFS �N IN T�� OR HAVE CLEANOUT OPENING SAME _ a PFS Corporatlon �AS TRAP. INACCESSIBLE TRPP5 BALL NOT HAVE C`Oi F: NT._. UNIONS,G.ER NOUT9 OR SLIP.JOINTS. Northeast Region g MIEN VINYL 15 INSTALLED ON FLOORS IN BATHS OR m.¢rmG m eee ratuc maaTmt ro APPROVED UTILITY AREAS. VINYIL CAUIJ1M 15 WATER CLOSET. FMD EITHER 6 FOOT GH FIBERGLASS ... IED AROUND Michelle FIOVtl 906"6 BRTH IMITH SHOWER)WALLS Olt 5 FOOT 07/022019 HIGH MOISTURE RESISTANT GYP"WILL PROVIDED IN -m K �'°�°� Approval 0mltetl to FPCTCRY FOR SITE FFPLIFD TILE OR 6 FOOT HIGH Factory Buhl Portion MOISTURE RESISTANT GTP5lr3 MRLL PROVIDED IN ...— FACTORY. VINYL CiLLICI G IS APPLIED AROUND K K EIRTHS. R PIECE OF 4 MIL. MIN PLASTIC IS LAID UNDER CARPE-T. WATER CLOSET IS CRUJOE1 M/VINYL nt rtm m.eartan _ na nnor ret nm �r ae THEN CARPET IS INSTALLED. 111 POTABLE WATER SUPPLY OUTLETS SMALL HAVE " rr nm c c THE OUTLET END SPACED R 0I5TP"CE ABOVE THE " FLOCD-LEVEL RIM OF THE FD(TURE OR RECEPTACLE. TO UST I c c PROVIDE ALN AIR GP COMPLYING WITH SECT 111122. 248 CMR remmw+nw♦ y��y. i wree o �p/�IyJ�R1 Fwcroxt ncsrl�—_ na-nzr aeta�n.'winr. IL IN ONE-FAMILY CRAW- SPICE(FIELD SUPPLIED). TWO-FAMILY OR MULTIPLE DWELLINGS. THE =m WATER SUPPLY PIPING SHALL BE EQUIPPED WITH OPE VALVE TO 5l,-UT OFF THE WATER SUPPLY TO PIPING 'Jt K r wworR FIXTURES APD EQJIPMEMT IN EACH DWELLING UIET t K r WITHOUT INTERFERENCE WITH THE WATER SUPPLY TO ,iNOFk OTHER DWELLING UNITS. OR OTHER PORTIONS OF THE S'tfp t K tw t¢ BUILDING. SUCH DWELLING UNIT CONTROL VRLVE5 SMALL 'H DAVID E. SG ru nm BE LOCATED WITHIN THE DWELLING UNIT SO CONTROLLED. BILLINOBLE CIVIL Y m r a -' `°w m a VENTS FOR FUTURE FDMJES SAL COMPLY r K rnnw rw nmr WITH SECTION In IS14.248 CMR NO.4T/89 Lt K rat nmr 13 PLUMBING FDRLRES THAT FRE USED FOR WASHING OR 9 ON TEP ' t K r-mr BATHING SHALL NOT 13E USED TO RECIEVE THE DISCHARGE AL �D(CFPTICw TE PIPINDIRECT IYi r� attxnn oQrmG a vt-tn uNrarQr_L1tpti,a VTIrr Meta rctm pnrxrett DK a�rxr KITOEN STRAP O[FOR DISHWASHER lt_,' FaTm nemGm ra rzr retro m Hm LFIUl Y TIST OC FOR CLOTHES MRSIIIIC MACI@E 14. ORAIN/SU1-PLT LINES RUN TO UNDERSIDE OF FLOOR BY FRCTDRY. 07/02/19 ALL PLUMBING'UNDER FLOW PRwlt>m NHD MSTRLED OFSITE SY OTHERS. r vrt =vn rn 1S FILL VENTS GROUPED TOGETHER BIRTH aU BPTH e2, LAUNDRY, r�urt�or n = 6 KITCHEN GROUPED TO E)aT ROOF w/3'PVC VENT THRID ROOF rot wear.earwrrma ®rtm°Gi r9ei' PER'VENT THAN ROOF DETAIL' THIS PAGE. jrt K 1 K r I& SEE NOTE e9 UNDER GEN RFL NOTES-1 REGF40M BORING,CUITMG OR NRTO?IE G 5TRUCTURAL ME ABM ts� 17. OWE LNG UaT SHALL SAVE OPE MAIN 3'VENT mm ea arc+a THAU ROOF FROM BUILDING DRAIN m' "` •vr T aw.o •I K PllR .7 SUPERIOR BUILDERS _w••�aa, rx wm rxrot n,m �au w o aov ear r< � wm owm a uenm �r� �•N YUP a""low •r to eaa�a HFFORDRBILT of W/WINGFIELD o� iatns,N ma<�+a wwr eVmr�nrr emac a ur• �Hnctr vrwr�m a ur• XXXX �pQjgl� rw-n,.rrasrw r antra. rtctnrr nem e.mw rnrrrzr earn wrrrr PLUHoer 000 w,tvn.�oar.au wnc oc h18ING row.Got G.o.n etrrx _ _ _-_--- _.--- aro F ;YES 06-18-2019 X1%4"=1'-0 23633-00 GE?ERFL NOTES-I GENERTL NOTES-2 Fl-wi m NOTES ElECTRICiL NOTES PLUMING FIELD NOTES G�FIELD NOTES .a n��awronr�r�io a�i r'�a i.�iw s a �n�u rs�o�sA�isAe r�iwe'stray a �r�iAwr�alDaAu mar a aim�c r�r r�eMr w+��] a �Q�L'��iw�o�i forces� a coat ioaeo Iman awr�w[on v yr ] oa»oaam Mat rA.K A IAeI oar oma Aon meLrrm Mm o em a�r>oloaw east e Tor Dae eaa a as ream IPr m mM wrle v m rrAAL a mM]Ia aa.A/1111[calif a w mz. L��c�awaz Amer. 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L EGRESS WINDOWS CLEAR OPENDC MIN WIDTH 20', MIN CLEAR HEIGHT 24•, MIL OPEN i7 SF. 2. BUILDING THERM L ENVELOPE COMPLIANCE REGARDLESS OF THE TYP OF FEAT SHALL BE DEMONSTRATED BY 2 RGGREGATE GLAZING AREA OF HABITABLE SPACES [LIVING, SLEEPING, EATING OR COOKING) COMPUTER SOFTWARE AS PROVIDED IN SECTION MIDL41 - RESCAsck SHALL BE IR OF THE FLOOR AREA WITH 4% OPENING FOR VENTILATION 3. R VFLlE5 SPECIFIED FRE MINIMUM AND REFLECT ONLY THE VALUES OF THE INSULATION MATERIALS. 3. FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS, ANY ROOM SHALL 4. FOR HEATED OR UNI-FATED BASEMENT,FLOORS RHD/OR FOUNDATION WALLS SILL BE INSULATED IN BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WEEN AT LEAST 1/2 OF THE AREA OF ACCORDANCE WITH ENERGY CODE BY FIELD CONTRACTOR THE FIELD CONTRACTOR HAS OPTION OF PIRCHAASING THE TE COMMON WALT. 15 OPEN AND UNOBSTRUCTED AND PROVIDES AN CPENIIfNG OF NOT LESS THAN FLOOR INSULATION FROM A SOURCE OTHER THAN THE HOME MA*lERCTIAER. LINO OF THE FLOOR AREA OF THE INTERIOR ROOM, BUT NOT(FSS THAN 25 SOUFIRE FEET. RIGID FORM INSULATION, WHERE SPECIFIED, SHALL HAVE A MIN AGED R-VALUE OF SD AT 75'MEAN TEMP. H'ER LAYER 4. OPERABLE WINDOWS LOCATED MORE THAN 72' ABOVE FINISHED GRADE MUST MAINTAIN THE S FOR BR5EMENTS REMiRINING UNCONDITIONED SPACES, THE BUILDER SILL 040005E THE BASEMENT STAIRS. LOWEST PART OF THE WINDOW CLEAR-OPENING A MINIMUM OF 24' ABOVE THE FINISHED fi THE WALLS SURROUNDING THE BASEMENT STAIRS SILL BE IINlS LATER AND PROTECTED WITH A VAPOR BARRIER. FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. IF THE WINDOW CLEW-OPENING THE BUILDER 15 RESPONSIBLE FOR SUPPLYING ALL MATERIALS DOES NOT MEET THESE PERSMETERS, THE BUILDER SHALL BE RE IOU FOR COMPLIANCE WITH SECTION 8312 (2015 IRC). 7. INSULATION VALUES AND HEATING DEGREE DAYS SILL BE OETERMIED BY RESckaek FOR THE UNIT SITE. S FILL WINDOWS REQUIRE FLASHING. 2015 IRC OM703.4), PAN FLASHING R*q'd IF & TENANT SEPARATION WALLS SHALL BE INSULATED TO R21 IR4G2.4E OF THE 2016 NYS UNIFORM CODE 5UPPLEMENTI. INSTRUCTIONS ARE NOT PROVIDED. (SEE GET .7 PG 14b) & A PERMANENT CERTIFICATE BALL BE POSTED ON OR IN THE ELECTRICAL DISTRIBUTION PANEL (ADJ E WINDBOW�E DEBRIS DESIGN N/R TO THIIS STRUCTURE TO PANEL OK FOR 2015IRC) AFTERTHE BUILDING 15 COMPLETED AND READY FOR OCCUPANCY. THE CERTIFICATE SHILL BE 7. EXTERIOR WINDOWS AND DOORS SI-FILL BE DESIGNED TO RESIST THE DESIGN WIND LOADS PER COMPLETED BY THE BLOR OR REG DESIGN PROFESSIONAL RESPONSIBLE FOR THE COMPLETION OF THE BUILDING. THE TABLES 8301112) 6 R301.2L3)RD,JUSTED FOR HEIGHT AND EXPOSURE.SEE TABLE BELOW CERTIFICATE BALL LIST THE PREDOMII4NT R-VALUES OF INSULATION INSTALLED IN OR ON THE CEILING/ROOF, WALLS, FOUNDATION (BRSEMENT WLL- RHD/OR FLOOR: U-FACTORS FOR FENESTRATION WHEN THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AIRIER THE CERTIFICATE SHALL LIST THE TYPE AND EFFICIENCY OF HEATING, COOLING EXTERIOR DOOR *0 WIDOW OP RATING REQUIREMENTS FMD SERVICE WATER HEATING EOIIP. INSULATION R-VALUES. U-FACTORS, EFFICIENCY RATINGS OF FACTORY INSTALLED EQUIPMENT SHALL HE ON THE MANFACTlRERS REScAsck AMD/OR DATA PLATE 2075 IRC - THE CERTIFICATE SHILL STORY B+KLL LNIo 6 EXP LAND (RES. AAAHHSA LIST RESULTS FROM ENVELOPE AIR LEAKAGE TEST AND DUCT LEAKAGE TEST DF REQUIRED). Z(ME OVasd/VWU AD-1 PRESSURE REDID GfZE•1(E IO ALL LgR1C DONE ON SITE SHALL BE APPROVED l3T THE AUTHORITY FANNING .ARISD[CTTON4 1DV130 129 2111 253 30 2 11/ 2015 IECC - THE BUILDING THERMAL ENVELOPE SKLL IE TESTED FOR AIR UEpCAGE ON-SITE BY OTHERS ()1302.41. 5 101/130 L29 24.8 32 35 12 2015 IECC -ALL RECESSED LIGHTING FIXTURES SHALL BE IC-RATED AND LABELED AS MEETING ASTM E281 ALL SHALL BE SEALED WITH A GASKET OR CRL" BETWEEN THE HOUSING AND THE CEILING SURFACE 13. 2015 IRC, PRIG T-STRTS REQUIRED ON PLL'HEATING 6 COOLING SYSTEMS. 14. 241S 1EC C - ATTIC ACCESS HATCHES AND DOORS SHALL BE WEATHER-STRIPPED AROUND THEIR PERIMETER AND INSL"TED TO MEET THE SAME R-VRL1E AS THE SUIMO. DING CEILING. 15. 2015 1ECC - FRAMING CAVITIES SHALL NOT BE USED AS SUPPLY DUCTS FOR FORCFD4UR SYSTEMS. 1& 2015 IECC - FRAMING CAVITIES MAY NOT 13E USED AS R/A DUCTS FOR FORCED AIR SYSTEMS. 17. 2015 IECC 75%ALL PERMI*ENTLY INSTFLLFD LAMPS SELL BE HIGH EFFICACY LAMPS. CFL'. SHALL 5RTISFY THIS REOUIREMENT. LAMPS TO OL SUPPLIED RNID INSTALLED BY OTHERS. 1& 2015 IECC H JBB PIPING SHALL BE INSULATED TO R-3 MINIMUM. 19. 2015 IEC DOMESTIC HOT WATER PIPING STALL BE INSULATED TO R3 UNDER ANY OF THE FOLLOWING CONDITION-= - PIPING LARGER THAN 3/4. - PIPING SERVING MORE THHAN ONE DWELLING UNIT. - PIPING FROM WATER HEATER TO KITCHEN OUTLETS. PIPING LOCATED OUTSIDE THE CONDITIONED 5PACE PIPING FROM TIE WATER HEATER TO R DISTRIBUTION MANIFOLD. PIPING EXCEEDING THE FOLLOWING 'RUN'LENGTHS: 3/8' = 311, 1%2" = 2(r, 3/4' = 30, >3/4S - S. 211 2015 IECC-EAVE 'LAID-WASH' BAFFLES Rsgd a 2015 IECC-MIOLE HOUSE MECHANIC AL VENTILATION SYSTEM RIIq'd TO MEET SECTION M1507 REQUIRMENNTS. 22. 2015 IECC-MIN FAN EFFICAACY REOUIRMENT5 FOR MEC K SYSTEMS - SEE TABLE NUO3.5.1 BELOW. 23 2015 IECC, ATTIC ACCESS DOORS IN WALLS TO UNCONDITIONED SPACES MAY BE U 0.32 max OR R-3.2 Ariz 24.DUCT TESTING TO BE PERFORMED OJ-SITE BY OTHERS PER 2015 IRC SECTION NI303.3.3 WHEN DUCTWORK IS OUTSIDE THE THERMAL ENVELOPE. 25.FIELD CONTRACTOR HAS THE OPTION OF PLfnf 3ING FLOOR INSULATION FROM A SOURCE OTHER THAN THE MODULAR HOME NVNIFACTlREX SECT'ION MOL 77 HVRC ERISHALL COMPLY WITH ASS �QiEWATER HETIG PIPING SP" I61ATED REOUIRED IN S=C MHEATERS � HL4, HeS 21 P PFS Corporation 2& WATER HEATERS WITH VERTICAL PINE RISER5 SHALL HAVE A HEAT TRAP ON BOTH THE INLET Aro OUTLET OF THE Northeast Region WATER HEATER UNLESS THE WATER HEATER HAS AN INTEGRAL TRAP OR IS PART OF A Cl2OAT LING 9YSTEX 29. THE BUTAING ENVELOPE BALL BE OUF13LY SEALED FID AIR LEMORGE TESTED 0Ni1D24) TO LIMIT (FILTRATION APPROVED COREILE NIO240 THE SE3LING METHODS BETWEEN DISSIMILAR MATERIALS SELL ALLOW FOR DIFF IENfTIL EXPANSION AND CONTRACTION SN GF4LM,c- Michelle Flovd THE FOLLOWING SHALL BE CAULKED, G;ASI�ETED, WEATHtRSTRDTEO OR OTHERWISE SEALED WITH AN 07102P-019 ' AIR� MATERIAL, SUITABLE FILM OR SAID MATERUU 0? DAVID E. sc L ALL JOINTS SEAMS AND PENETRATIONS. BILLINGSLEY Approval limited to 2 SITE-BUILT WINOOW-- DOORS AND SKYLIGHTS. o CIVIL w Factory Built Portion 3. O'ENDGS BETWEEN WIDOW AMC DOOR ASSEMBLIES AND THEIR RESPECTIVE "MND FRAMING. Factory x7789 4. UTILITY PENETRATIONS. S. DROPPED & *IEE CEILINGS OR (THESES fD.JACENi TO THE THERMAL ENVELOPE or TEP a{°P LS 7. WALLS FMD CEILINGS SEPARATING R GARAGE FROM CONDITIONED SPACES. AU a BEHIND T1,85 AND SHOWERS ON EXTERIOR WAILS SUPERIOR SUlLDERS .� �' & COMMON WALLS BETWEEN IILIFLLDC UNITS 1D OTHER SOURCES OF P49LTRRTMK •v s s.v d t °� 30.FRAME WALL-% FLOORS AND CEII-IG9 NOT VENTILATED TO ALLOW MOISTURE TO E9CAPE BALL BE PROVIDED WITH 07/02/19 w M .w F•PAOHOM p _ AN APPROVED VAPOR RETHZDER HA=VING R ma" PERM RATING OF 1b THE VAPOR RETARDER SILL BE NST LLED ON THE Winn-IN-WINTER SME OF INSULATW+ RFFORDRBILT of VT/WINGFIELD a `�XXX 3L MATERIALS AND EOJlPMENT SILL BE INS'TR1m IN ACCOROWNCE WITH F THE MAN PCTLIMR5 INNSTAL.-MON MATERIALS AND EQUIPMENT SHALL BE IDENTIFIED SO COMMARNCE CF N BE OETERMINIM NOTES new Qt)<7 ow NRYES 1' 7/ 06-18-2019 1/4'=1'-0" 23633_DC10 FI FCTRICRL PRNEL S H D 1 GROUND 200 000 rrr Fvm+ 9EC WOE VOLT LMVM Ofr CRT LOMM VOLT WOEqff.: Wa 201 1?2 to IOTQ£W INNING ItECEP. l 2 QTQ£N NEW". 110 12-2 WM UP 14-2 110 WA01I iJSIM LIGR7 3 4 BRTN�'. 110 12-2FFM NMR 14-2 110 5 E eEMR .2 RIgT/LIDn9 110 14-2 RFCI 191 14-2 110 LIVIOn rR.10%AA21T5 7 O D'11"45118 U11 14-2 4OR R-3 22a RRIlE 9 to 220 IO-2 u 12 PFLI 201 12-2 110 1079ER ROMP 19 14 DRYER 220 10-3 MIP tN OF 7N7VE 1ffi � 9PRE 177 1e 220 12-2 IOR PFS Corporation +' s -6 GROUNDoavlo e. c MPRRE � zfl Northeast Region s 971.1.INo6LEV F MPRRE n 22 4RRE Poo APPROVED ' clvrL u No.47769 m MPRW 23 24 atDE FIELD Michelle Floyd v ei TE4� >rPRE 25 >r WORK SPARE V 25 N%W 07/022017 Al Approval limited to _ _"M 31 WNW 32 MP{i>E x >Z » Factory Built Portion -'----------_.__ SrFOW OFM 07102/19 ,,,,E 35 T1 36 'TIDE 9'1RE 3e 40 amw MFlik 11 42 a+RE ELECTRICAL KEY ------- ---___ FIF] NOTES FIELD NOTES j LIGHT FIXTURE (CLG 6 WALL) le BLANK FACE GFCI OUTLET MERVOE ENTRRfE cm t3MRMe DaT`&Ji7OR Y TO I A41 O E/KER 13 TO OL MOLE POE"Incut- GFI WP arPL� U45TR-LCWrER Olt M BY OT EM 5CREW TReIN�l�FR n Fvr UN47F1t {R r RECESSED LIGHT DUPLEX OUTLET GFCI W.PROOF FLL �IN �n^T UNDER, „ N� Y TURQE5 RM MPEL7YIFD IN PMFRCn,BIB e(4E COPPER GROUND IS Fur UNDER DaTRucr>oav DEPENDING ON GLIDE MOEW IN OWUND UFK S SGL. SWITCH M�1� of Wut �R r RECESSED LIGHT FffqNG SW as 5V FOE urrN THE 1' WIRE (MOISTURE RESISTANT) S3 SWITCH 3-WRY MAM, u�R SUCOND 9DEW CF 14 SECOND TM MTSTEI'1 9i11 OL BONDED TD TW S4 IN SWITCH 4-WRY TEE GBEF7w "CaNDe ar TRO TM ooiaE'aE eRETSEIR CLG FRN/LITE CONDUCE-R 6 IE Fl SUFFICIENT ® PHONE JACK CONDUCTOR,THE NE cot Mw THE A B DI n�W GRDU oR TO THE QE oR AGE TU5MHROUGH R eonuc SCREW comm or R srTwrrw Or T TIE INTO TW TIE IMUNQ BWR ® ® OUNDIN IF'RTTFC M-L OF THE INTO TIE 8O7R CSiSDL BE RUCESSME FRN/LITE FIXTURE TV JACK TBH M n TaO BE ovRM�,SM GMALDER PE mVD011U c C W[n+ ® FRN/LITE FIXTURE W/ RR PHOTO-ELEC SMOKE DET. WALL CONTINUOUS RUN FEATURE rre DUPLEX OULET ( PHOTO-ELEC SMOKE DET. CO WALL _ OUTLET 220V SUPERIOR BUILDERS O THERMOSTAT 4.....a..od.� DUPLEX OUTLET GFCI I RFFORDRBILT of VT/WINGFIELD ®XXX ELECTRICAL SCHEDULE A„ 000 ow Rn 1-06-18-2019_1-1/4-=I'-a- no - HRYES 06-16-2019 1/1/ 4"=1'-0" 23633-000 FASTENING FOR BEAMS AND COLUMNS DOOR AND WINDOW FLASHING TOP-LOADED BEAMS LOAD Art1ED to 'J)ININ t a If a=..r m rAr RT �+•4^• iKwe.r au'r MLI•rac FM ) a•sn....� Ir.K r K•4••SAO acwa 4. IK w Ire a ua'r Wu•r ac rA7la1 ., Ar0W.lsmrwt r<Nl rrs a aurr ars r r at �h� i � 4W ma IrrMr.Lrmrr ADLRa Ale v rfo,K ole•x ae � lJ r YTwlr Mm Y[ID A00Wa Aa\PK lie•K OG Mow—aw ar awe Ml am M/Im M/W SEr -I K lAi�q�if.WW1 W M a K/a M a _ frf t aL WINK OWIWM Yr �� L M rR•fral•O Acer KaFlAf[IKKrrr "'.xwa1 Wl t AlllY net•I fK a K afr Oawlt —_—— -— •me aYm ADR arlr a/oa rre r Y r O r Kl aFR wWLT Auai ro.Ilnma ___._ _._._ Lsr.r�l.oiw rwr ers rr Ma■AlllO epTwMl lllp rOlt ut m.teaar fIr L Yrr r>•r•rf•rYww/iAK rr• rreulr ms a wrr rmu; alr'r afoYrs rwam Ora r®r�ara a .ss wl-ir.lsr.wWaraolura MOW /1110 la ua Aa flee aA011 Kra K1�1 aKe i[fa s K r r•rKwa K rsr a•eAa ot a irrs r�v°tl Yrm�arly rwraKr a erM rr ry r-s l�awelavK waluK IiaKr arr erMeKKYar L rulAarnrrrK�r�ifr ♦ MaKrlri r:f arriraaf/r•� Isar rawsara rrasYar wKrra L foaslrr PFS Corporation SIDE-LOADED BEAMS LQAD Aram To SUE a BEAM Northeast Region MAA TAM xw pA REAM w Lr YIr aura APPROVED .K ee o•In•r Y.As•.r ec Yw k Ya IYraY fret Afst a wAf r r Michelle Flovd rrf a au r Yrs•r x nm N rAL uta (D 07/02/2019 t0 ar Yea wnt 1 m ale v aov Wu•Ir ae Rvr ry WL wr Approval limited to -la 1a ae v wrr.0.r ac w er We Maw m•m Factory Built Portion WI-Ia Wr) ae s aurr Wu r r"psi lv WLuvw 9 L rLer-s.w.aKrK wY..w W.� W WWWWl lr 0 art • • YLurr L erI rr r Ym1�rlLr rraers •1K(q eial?6ear'•e I— /r— i YV Ya Ora m1ryy .•wr en.oe OYrlrw iters�Yr rr lllasl/r as•lr ae Li wr wslril Wlh L nroraormllKeunrr 1N OF ADO r�ralwmYWllr dab ftllaB WflrKrl Filly Mlre Mlra A• L Arte 7,W& M wK/KYr11AK -111M a K K ftw eam er t Mo 1a K al nm K s r e rr aearr�i[ er BILLINGSLEY eY rY et _ __ __ (�//7 fr L IrKerrrr SfYr as regal ra® ZOO= ifrpr wrrYfOal Mirrt —_-- —.—_— arrrewrr ria Wi dAre rlarrr CIVIL e r r B!!LT W No.47700 •uv a aurr.a vY ar ..r.w Y.0 arr.lr Yrs EaS1E1104� A T 07AM19 ire AaY aw•Arpafl�ae � m A A/A•easl►�aR RFFOROFlBILT of VT/WDVGFIELD r ®10p1X BEAMS-COLUMNS-FLASHING DETF&S 1""000 wa el reo HRYES 06-I8-2019 1/4"=1'-0" 236331100 •ufJerc m _r.0 f 1 +a�ao•• t. / �.�, " uui w.:wn lata•u Ku - we.rl na 4 nY Y.OrK R�I:•c Oi.J rl lr[V' R ray rtl ITl 1XIE,5lR4^,`h t7 Fi,l(',fl)'N:�i AR:1hYf111 I,ir clt♦K ma]• .Y'+G•OIL'1ML �1/1f10f6D][.LiI {01 L.ifJ 1+¢ ulf 4P 4 f W1�rrY:p6 �RY411C10 vR mt. p� 1i1'f cc xw `�.Lrtw.•r[ �U lEt 19l PV "+: On Y.i�r' " �;� �ro u.�s � +.•ro•rL•INr -.fir•c.u: 1 � Fi+.yK�aJi¢U�irG 1p�`Iw 9x'AOltrlw(ta �ipi Veit r�lo /• wawa Lo m armee r..:.r niaas a.n.o a.a u51c[nm alm fimrn i:+ls wunsw �F.nlrtal ant rc.rt<rc+ly�(i} � aw�;r.wl XXf"Tf]H AHDI iF�PFx� Y ^FL oPi cr '�'Xr NI4U e.11t'J 4 R Ws HilmliffJ +u•C0.•aL W." tl!R•LL F+L PFS Corporation _•�•••� fm .mr Northeast Region' ..Y .. rwK(SEAFG -��UN T t a.art:cX1[N' •'� „rl`°:1 APPROVED LKOIK ct a^ 1,y •`i(�C Michelle Floyd 07/02/2019 PP Rrwrc In Lrr os. '°"0'"L M1C1 ""n Factory Built Portion -4C.urJ rs w Y F in•ry x.mR 1 - � '� !.•ff LLL IM¢ "�-Rlfa rLL tOr �-011m.M:�`4 Of • , o� DAVID F. 61LUNO9LFV K'+ -0)<.W11.r•1 -�n ur•J I.aw ,-!q n,r.r,na o GIVIL h'UI lCR r Id M+ tiK NO. LV M 4'1(.rll5. :LP I.mR•lA! U W vuu am.r R[ Ies4i �ai:hf ( - No.47769 wh•fr a urL iaa+ a ws MII to ... R �rKe.0 rlw , j>•-II�fJ� OlSAE IFIS=/RVtEF iO�iIGE0 M+1l A�#F'CN' �ur(cc.m awo sL 'li�.rsc pro �-.srw.YR Iw:��mMoi�i Raul � onrmc ($15VC D Ski�U.90.D'!D:1 r s•�L m ewl +:m +r.mel.+w. �.�i K..w: :PaAc.SRI faMO— M00 rl lwLL IWFiia.)(�— ;R wi HC amo a�'io u.xn+a r C 07102/19 Vials I�r<EJN,laai�C:QII!R'{._QLPC.�:9L.RgC!,28iJ W A29*4LxJ1*nAp•'Auf PLS..t:.t to 114"kL 15:IR:YM: SUPERIOR BUILDERS _ �r.111 w�l�O1�aIWWO{lO�R K rMII1PMtl•+!'�v� RFFORDABILT of VT/WINGFIELD ®xxxx BRRCED WALL FASTENING 6 BLOCK'g 000 on rn oho o•n ;AYES 06-18-2019 1/4"=1'-0" 23633-M 210' 20' 24' -------------------:-Underground 156' 80' 30, 36' New Hous --------- Riverside Dr. Deck Existing House 80 2 Parking Spaces 24' :.---- ------------------------------ Parkin S •�-------------------- --- 9 Pace_--- May St. RoadwayPaper Street 210' Wingfield Project AC RV CERTIFICATE OF LIABILITY INSURANCE DA03/ 0119 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dot Clark The Richards Group PHONE (802)4645353 ac No: (802)254-7110 (AIC,No Ext 27 East Main Street E4IUULddark@therichardsgrp.com ADDRESS: PO BOX 248 INSURER(S)AFFORDING COVERAGE NAIL 1 Wilmington VT 05363 INSURER A: Ohio Security Insurance Co 24082 INSURED INSURER B: NCCI Holdings New England Custom Modular INSURER C: PO Box 1392 INSURER 0: INSURER E: West Dover VT 05356 INSURER F: COVERAGES CERTIFICATE NUMBER: 19-20 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 MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE NSO WV0 POLICY NUMBER MWDD MWDD UMTS COMM ERCLAL GENERAL LIABILITY EACH OCCURRENCE $ 1.000,000 CLAIMS-MADE ®OCCUR PREMISES Xa occurrence $ 0,000 MED EXP(Am/one person) $ 15,000 A BLS55561214 04/30/2019 04130!2020 PERSONAL a ADV INJURY S 1.000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2.000.000 POLICY �Ea LOC PRODUCTS AGG f 2,000,000 —v OTHER Add'I for policy minimum S AUTOMOBILE LIABILTY B(nMBa D,SINGLE LIMIT S ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per scodent) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE S AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAROCCUR EACH OCCURRENCE $ HCLAIMS-MADE EXCESS LIAB AGGREGATE S DED I I RETENTIONS $ WORKERS COMPENSATION OTH- AND EMPLOYERS'LIABILITY YIN STATUTE I I ER ANY PROPRIETOR/PARTNERIEXECUTrVE EACH ACCIDENT 100,000 B EL ES OFFICEWMEMBER EXCLUDED? ❑Y N/A 8 OFr19968-19071-476876 03/12/2019 03/12/2020 — (Md.twy in NH) EL.DISEASE-EA EMPLOYEE S 100.000 arr It yes,describe under 500,000 DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(ACORD 101,Addid.r d Remarks Schadula,may be am-hed if more space b required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN For Bidding Purpsoes ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE (D 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD �O� 1565 PA ROUTE EAST s MUNCY, PA 177566 PHONE(570)545-2264 Puilders FAX(570)546-2266 www.superiorbuilder-s.com A DIVISION OF MUNCY HOMES,INC. In accordance with 780 CMR Chapter 35,this is certification that,Josh Clapper of True Country Construction,74 Gay Road,Millerton, NY 12546,845-616-9668, has been certified by Superior Builders, a manufacturer of modular homes,as competent to supervise the placement and connection required to installl modular homes supplied by Superior Builders. Dan Balliet Territory Manager Superior Builders AC40 CERTIFICATE OF LIABILITY INSURANCE DAT> `MWD°AY"r' 06/112019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terns 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 Kathleen Haight Duxbury and Hermans PHONE (518)789-3633 (518)789-0896 AIC No Ex : ac Ne 66 Main St E-MNLss: khaight@duxburyandhernans.com ADDRE PO BOX 641 INSURER(S)AFFORDING COVERAGE MAIC Millerton NY 12546 INSURERA: Main Street America Assurance Co 29939 INSURED INSURER B: NGM Insurance Company 14788 JOSHUA L CLAPPER INSURER C: 'Shelter Point Life Ins Co TRUE COUNTRY CONSTRUCTION INSURER D: 74 GAY RD INSURER E: MILLERTON NY 12546-4905 INSURER F; COVERAGES CERTIFICATE NUMBER: 19-20 Certs REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSO Wvo POUCYNUMBER MID MWD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE _ f 1.000,000 CLAIMS-MADE ®OCCUR PREMISES ..a owurence S 500,000 MED EXP(Any ane rsm) f 10,000 A MPU2414P 0420/2019 04/202020 PERSONAL A ADV INJURY f 1.000,000 GEN'LAGGREGATE LIMRAPPUES PER GENERAL AGGREGATE f 2,000,000 POLICY®JECCTT FILOC PRODUCTS-COMPIOP AGG f 2.000,000 OTHER EPLI f AUTOMOBILE LIABILITY CEOMBaBIINEDSI LIM f 300,000 iden ANY AUTO BODILY INJURY(Per person) f B OWNED SCHEDULED BIU2414P 04212019 041212020 BODILY INJURY(Per accident) f AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE f AUTOS ONLY AUTOS ONLY Pere.dent f UMBRELLAIJAS OCCUR EACH OCCURRENCE f EXCESS LIAR CLAIMS_MADE AGGREGATE f DED I I RETENTION f f WORKERS COMPENSATION PER Om AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNERIEXECUTtVE � NIA EL EACH ACCIDENT f OFFICERIMEMBER EXCLUDED? (Mandatory in NH) EL DISEASE-EAEMPLOYEE f K Yes.describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT f Disability C D490511 072112018 072e2019 DESCRIPTION OF OPERATIONS I LOCATIONS r VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if mon space In required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN New England Custom Modular Muncy Homes ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 1392 AUTHORIZED REPRESENTATIVE West Dover VT 05356 ®1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists.Since 1914 1 WATERVLIET AVENUE ALBANY,NEW YORK 12206-1649 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE FEEo ^^^^^^ 813383085 DUXBURY 8 HERMANS 66 MAIN ST �Icy: f PO BOX 641 MILLERTON NY 12546 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JOSHUA L CLAPPER NEW ENGLAND CUSTOM MODULAR DBA TRUE COUNTRY CONSTRUCTION PO BOX 1392 54 MIDWAY AVE WEST DOVER VT 05356 AMENIA NY 12501 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE A2395 325-0 17551 07/29/2018 TO 07/29/2019 6/11/2019 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2395 325-0, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW_NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND l� DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:726032235 U-26.3 rCft Of , �, .� Louis Hasbrouck<Iasbrouck@northamptonma.gov> J'.=. Omni, II 41 Riverside Drive 1 message Louis Hasbrouck<Iasbrouck@northamptonma.gov> Fri, Sep 6, 2019 at 4:47 PM To: swingfie@smith.edu Cc: Carolyn Misch <cmisch@northamptonma.gov>, Jonathan Flagg <jflagg@northamptonma.gov>, Kevin Ross <kross@northamptonma.gov> Ms.Wingfield, We'll need a copy of the site plan decision after it's been recorded at the registry of deeds.We also want a copy of the plot plan that was approved by the planning board. We'll need water and sewer connection approvals from the DPW if you plan on making new connections. You'll need to have a licensed construction supervisor for this job;the homeowner exemption doesn't apply to manufactured buildings (see below). The plans are too small to review; can you provide an electronic set?We'll need them. Some of these questions may be answered by plans that are easier to read. It isn't clear if the smoke and CC detector locations meet code. It isn't clear if the building meets the solar-ready requirements of the code (roof loads and electrical accomodations) The plans don't show an emergency escape opening in the basement. I don't see the kind of foundation plans and attachment spec sheets we're used to seeing for modular homes We may have other questions after we see the electronic plans. Let me know if you have questions. 110.R5.1.3.1: Any homeowner performing work for which a building permit is required shall be exempt from the licensing provisions of 780 CMR 110.R5, provided that if a homeowner engages a person(s)for hire to do such work, then such homeowner shall act as supervisor. This exception shall not apply to the field erection of a manufactured buildings constructed pursuant to 780 CMR 110.R3. Louis Hasbrouck Building Commissioner City of Northampton Town of Williamsburg (413)587-1240 office (413)587-1272 fax (413)587-1240 office (413)587-1272 fax Louis Hasbrouck<Ihasbrouck@northamptonma.gov> Wed, Sep 11, 2019 at 12:47 PM Draft To: Sherry Wingfield <swingfie@smith.edu> Cc: Jonathan Flagg <jflagg@northamptonma.gov>, Kevin Ross<kross@northamptonma.gov> Sherry, The contractor needs to sign the building permit application; he can come to the office or sign the page I've attached and you can mail it. You don't need to wait for David Veleta for the water and sewer applications; go to the DPW office at 125 Locust St and fill out those applications.You likely won't need a driveway permit because you're using the existing one and not changing it. There's nothing in the plans we received about rebar in the foundation;that's why I mentioned it.The modular company doesn't design it;they actually specify that the foundation design is done by a local person. Either mark up the existing drawing or send a new drawing showing the rebar. It's important to have accurate plans so there's no confusion during construction. Also, I just saw mention of a porch on the permit application but I don't see any plans for it; it doesn't need to be state certified but it does need to meet code.There also needs to be a landing and stairs at the back door. You should know that you won't be able to use the cellar as living space unless you insulate it,and you won't be able to have bedrooms in the cellar unless you put an escape window in each one. It will be OK to decide about foundation drainage once they dig the cellar hole. We try hard to work these kinds of things out before we issue a permit to avoid misunderstandings later. Louis Hasbrouck Building Commissioner City of Northampton Town of Williamsburg (413)587-1240 office (413)587-1272 fax [Quoted text hidden] .� Pages from Noho Residential Bldg Permit App.pdf 76K rCityOf h `ELouis Hasbrouck<Iasbrouck@northamptonma.gov> J Fwd: 41 Riverside Drive 2 messages Sherry Wingfield <swingfie@smith.edu> Wed, Sep 11, 2019 at 9:21 AM To: Louis Hasbrouck<Iasbrouck@northamptonma.gov>, Jonathan Flagg <jflagg@northamptonma.gov>, Kevin Ross <kross@northamptonma.gov> Cc:Tferrazza@netscape.net Hi, There are two layers of horizontal#4 rebar as well as a third layer in the footings as well as vertical rebar between the footing and the walls.All of the plans were certified by the Commonwealth of MA. I will need to meet with the excavator to find out about foundation drainage. I am working with Bob Wade (and he will enlist Randy Baker if needed,too)on this. David Valeeta from the DPW is on vacation, so I will figure out what to do with the approval necessary from the DPW. I will go to the Registry of Deeds to have the Planning Board decision recorded. Lastly, I am wondering what you would consider to be a timeline for all of these details? I was hoping to have the house up this year, but since we are into fall now, is that reasonable? I would like to know your perspective(s). Please let me know if you need anything else. Thanks, Sherry --------Forwarded message------- From: <tferrazza@netscape.net> Date:Tue, Sep 10, 2019 at 1:10 AM Subject: Re:41 Riverside Drive To: <swingfie@smith.edu> Foundation Drainage is not part of the foundation print, but is the responsability of the excavator. There are two layers of horizontal#4 rebar as well as a third layer in the footings as well as vertical rebar between the footing and the walls. ---------- Forwarded message--------- From: Louis Hasbrouck<Iasbrouck@northamptonma.gov> Date: Mon, Sep 9, 2019 at 6:50 PM Subject: Re:41 Riverside Drive To: Sherry Wingfield <swingfie@smith.edu> CC: Carolyn Misch<cmisch@northamptonma.gov>, Jonathan Flagg <jflagg@northamptonma.gov>, Kevin Ross <kross@northamptonma.gov> Sherry, This all helps. This is enough for the building code review. I did make notes on the cross section detail sheet(attached). The foundation plans don't show rebar; it is generally required by Mass code.There's also no notes about foundation drainage; it may be necessary. We still need the DPW approvals for water and sewer, and the recorded copy of the Planning Board Approval. I attached a copy of the Planning Board approval and the DPW comments for your reference. Louis Hasbrouck Building Commissioner City of Northampton Town of Williamsburg SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: James Michael Fitgibbon License Number CS-107946 Address Expiration Date 18 Roosevelt St. Hadley, MA. 01035-9629 05/30/2020 75ture Telephone (413) 695-2343 S. Registered Home Improvement Contractor. Not Applicable L Company Name Registration Number Address Expiration Date Telephone 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....... ❑ No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowvners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supen-isor.CMR 780. Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/sbe resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A_person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Buildino Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers fo Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local"Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 " - Boston, MA 02114-2017 www.massgot►ldaa Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED'%'LTH THF PER.MHTTING AUTHORITY. Applicant Information Please Print Legibly Nagle(13usiness/Organizatiorvindividual):, - L Address:-2—c; —PP o St'c-�-e City/State/Zip: L,ti lA S Phone#: T Qg � Are you an employer?Check the appropriate box: Type of project(required): l.o I am a employer with employees(full and/or parttime).* 7. ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in $. ❑Remodeling any capacity.(No workers'comp.insurance required.] 3.M I am a homeowner doingall work myself. �• ❑Demolition [No workers'comp.insurancerequired.]t 10�Building addition 4.F1 I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑I,leetrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.-* 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.00ther - 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homcowners w$o submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below,is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Lip: _ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.60 and/or one-year imprisonment;as well as civil penalties in the form of a STOP WORK ORDER and a fine of tip 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 a coverage verification. I do hereby certify under the pains nd penalties ofperjuty that the information provided above is true and correct .Signature: C �r— Date: Phone#: 1 Oficial use only. Do not write in this area,to be completed by city or torn off ciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health. 2.Building Department 3.City/Town Clerk 4.Electrical Inspector i.Plumbing Inspector 6.Other Contact Person: Phone#: CRY Of h Rordwmpfon Louis Hasbrouck<Iasbrouck@northamptonma.gov> Re: 41 Riverside Drive Louis Hasbrouck<Iasbrouck@northamptonma.gov> Thu,Sep 19,2019 at 2:44 PM Draft To:Sherry Wingfield<swingfie@smith.edu> We issued the foundation permit today.It's going out in the mail tomorrow. You can start.We'll issue-the house permit once we get water and sewer approvals. Louis Hasbrouck Building Commissioner City of Northampton Town of Williamsburg (413)587-1240 office (413)587-1272 fax On Thu,Sep 19,2019 at 9:59 AM Sherry Wingfield<swingfie@smith.edu>wrote, Good morning, I'm attaching a few things you've requested.First,the Workman's Comp Ins.information with the insurance policy. Next is some foundation and footing detail. Also attached are deck specifications for front and back doors. believe that my modular home builder is planning to stop at the Building Department this morning with some more detailed foundation plan and the insurance certificate and could answer questions for you if you are available. I thought I was now all set with David Valeeta and the DPW,so I'll check on that. Thank you again for all your help, Sherry On Wed,Sep 18,2019 at 5:46 PM Louis Hasbrouck<Iasbrouck@northamptonma.gov>wrote: Sherry, James did not check off any of the boxes on the worker's compensation insurance.and/or include a copy of the insurance policy.This form isn't optional and we're obligated by law to collect the information. We still don't have a set of foundation plans;the one you send doesn't have enough information on it.I printed out the foundation pages from the plans you sent.They're here in the office;your contractor can put dimensions and make notes on them.He can finish up the worker's comp form at the same time. Plans are very important,especially since you're coordinating this job;it's the only way to make sure whoever does the work knows what they need to do to,meet code.The worst thing that can happen on a job is having the inspector show up and find that work that's been done doesn't meet code. That does happen.The better the plans,the less likely that is to happen. The HERS rater who did the preliminary rating is from Pennsylvania.It's probably a good idea to ask the modular company about who's going to do the intermediate and final HERS inspections;we can't sign off on the final inspection unless we have the final HERS. Other than the foundation plans and the worker's comp affidavit,we're set to issue the foundation permit.Hopefully you're having some luck with the DPW. As far as ordering the house,I'm sure it can work out.You'll need to deal with codes and regulations and may need help with details,but dozens of people build houses in Northampton every year. Louis Hasbrouck Building Commissioner City of Northampton Town of Williamsburg (413)587-1240 office (413)587-1272 fax On Wed,Sep 18,2019 at 4:34 PM Sherry Wingfield<swingfie@smith.edu>wrote: Hi, don't think I sent you the Construction supervisor forms either yet,but they are attached now. Thanks again, Sherry On Wed,Sep 18,2019 at 4:28 PM Sherry Wingfield<swingfie@smith.edu>wrote: Hi Louis, WORKERS' COMPENSATION AND t'Jvw�_OYLRS LIABILITY INSURANCE POLICY Information Page �. WC 00 00 01 Atlantic Charter Insurance Company VDAC NCCI Co. No. 29211 Policy Number WCV01395001 1. INSURED: Prior Policy Number WCV01395000 Jselh, LLC Producer: White-Jubinville Insurance Agency, Inc. 18 Roosevelt Street 39 Lamb Street Hadley, MA 01035 South Hadley, MA 01075 i Federal ID Number 821709216 Business Type: Limited Liability Risk Id Number: SIC 9999-NONCLASSIPIABLE ESTABLISHMENTS Other Named Insured: _ Other Work Places 2. POLICY PERIOD: The PolicyPeriod Is From: 02/16/2019 To 02/16/2020 12:01 A.M. Standard Time at The Insured Mailing Address 3. COVERAGES: A_ Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here:MA B. Employers Liability Insurance: Part Two of the policy applies to work in each state listed in item 3A.The limits of our liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 500,000 policy limit i Bodily Injury by Disease $ 100,000 each employee C. Other States Insured: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06B D. This policy includes these endorsements and schedules: I See WCE105 4. COVERAGES: The premium for this policy will be determined by our Manual of Rules, Classifications, Rates& Rating Plans.All information required below is subject to verification and change by audit. Code Premium Basis Total Rate Per Estimated Classifications No Estimated Annual $100 of Annual Remuneration Remuneration Premium i See WC 00 00 01 I I Minimum Premium: Deposit Premium: $500 $1,534 Total Estimated Premium $1,490 Interim Adjustment: Annually Surcharge(s) 44 Servicing Office: Total Premium and Surcharge(s) $1,534 25 New Chardon Street Boston, MA 02114-4721 I i Issue Date 01/23/2019 Countersigned By: c Date pyright 1987 Nabonai Council on Compensa tion Insurance Form:100mvnf4 361 - ------------ - ------- ------ ------ ---- - ------------ ...... .... ------ - Ground Bar Footings are 20" across and 10" high With #4 Horizontal and Vertical Rebar The Vertical Rebar is 30" in Hight Above the Top of the Footing and 3' Apart 231811 Walls are 10" thick and 8in hight with two sections of double #4 rebar at the 2' and 5' levels Ground Bar is placed at the top of the rear right corner of the foundation also #4 rebar Foundation is 23'8" X 36' outside wall to outside wall ------------ - --------------- ----- --------------- -------------- Wingfield Footing and Foundation Wall Detail and Information Sheet eo/ 2-11 6 AU- 7FO — ;P�8 14,e` E'�1 '1 WA I/S 361-011 I c,1� V _14117 w Q�, � `� 1 1 ��/�v�� yti - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - 8174 PLF - - - - - - - - L ALL E)(POSED LUMBER TO BE OF NATURALLY rkF1R aE WOOD OR WOW THAT I5 PRE 90 ANNE-TREATED IN ACCORDANCE WLTH RWPA UL PRE3T:RVRTIVES SHALL BE LISTED IN SECTION 4 OF RWPR UL I i Z(i20llb CONTACT IN CONTACT NI7H CONRETE OR THE GROLM MU57 BE APPROVED PRES'SJ�E-FRESERYRTIVE-TREATED WOOD 5UITRELE FOR 3, fit SLFFORT COLLMS SHALL BE APPROVED WOOO OF N�TLRA_ DECAY RESISTANCE OR APPROVED PRE 33 RE TIVE-TREATED WOOD. 4. ALL FIELD CUT ENDS. NOTCHES. DRILLED H01_ES OF PfESERVRTIVE-TREATED WOOD S-KLL BE TREATED IN THE FIELD IN ACCOREYNCE WITH RWPA M4. I S. ALL ISS USED IN THE CONSTRUCTION OF PORCHES d DECKS SAL BE TREDROED AND MEET THE REOUIIZ£MENTS OF ASTM F 1657. THREREFD I I NRIL5 AS STATED IN THIS DOCYSENf INC_.LJOE HELICFL CSPI 6 RIJ..Ui2 6RIIX SH RM Wa-S, WOOD SCREWS SAL MEET THE REDUIREP 75 OF Rel/fS,'9E R1RF1. BOLTS 6 LAG SCREWS SAL MEET THE REOUNF-MENTS OF CNS/ E BaR?i FLFGHIM SHALL BE METAL 1 6-L RLUMMJM 5FCLLO NOT SE USED IN DIRECT CSN�T TREATED WITH�MESER RTIVES THAT CONTAIN COPPER SJCH 0.019 PCE5 OR RN APPROVED ��ROD.COPPER ADDLE OR ACM 1 7. ALL SCREWS, BOLTS. NRILS. NUTS, 6 WASHERS FOR USE WITH PRE5FRVRTIVE TREATED WOOD SHALL BE: HOT-OIPPED ZINIC.CORTED GLVAME= 1 Q STEEL_ STR/LESS STEEL, SILICON B'2wM: OF, COPPER FASTENERS SAL SE HOT DIPPED GALVANIZED RD SAL MEET THE RECLIORFM M OF 1 1-4RDF� FASTENERS � SMALLER, OR aBFFFSTEFRO T-AI TIM19ER R. 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ANCHOR BOLT EMBEDMENT I SHALL EXTEND 7" INTO CONCRETE OR GROUTED CELLS OF 1 MASONRY UNITS (24031-7. 1 I I I I PFS Corporation I I I I Northeast Region 804 PLF APPROVED L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I I Michelle Floyd - - - - - - - - - - ._. -- - - J 07/18/2019 - - - - - - - - - - - - - - - - - - - - - - - Approval limited to 1( Factory Built Portion ` Q NOTES L A 1/2")G"Id2" STEEL PLATE IS REQUIRED ON COLUMNS. 2- SEE FLOOR PLAN, FOUNDATION PLAN RND SET-UP INSTRUCTIONS FOR SECURING MODULES TO FOUNDATION (COLUMNS, PERIMETER 6 CORNER RNCHORS (F REQUIRED)). REV: 3. RLL GIRDER SPLICES MUST BE LOCRTED OVER POST. SUPERIOR BUILDERS °FFnM` 4. MAX CENTER FLOOR GIRDER SUPPORT COLUMN SPACING = E-3" (2-2x10 SPF x1/2 PER HALF) (TABLE E-20) i,m e A MO 13M CF MEMY M'MM M 187 Pi Rt44$ Atncy. Pe w58 • 611(-46-�1 f O. 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DW er: oRTe score im).-Smac HAYES 06-18-19 PE 1/4"=1'-0" 23633-000 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -604- -PLF- - - - - - - - - - , 1 L RLL EXPOFiED LUMBER TO BE OF NRTIR{LLY DUFiRFaE HOOD OR WOOD TH7iT IS PRESERVRTIVE-TREATED IN RCCCPMXNCE WITH RINPR UL PRESERVATIVES SQL BE LISTED DR SECTION 4 OF RFPR lA. 1 t 4{11ffR TFFT IS 101 CONTACT MTH CONCRETE OR TFtE IiitOl1D Ml8'f BE RPPRUVED PRfSSt -PRESERVHRVE-TRERTED FI000 SR'TFnLE FOR 1 yI..ALLLL.FSUPPORTONTiiCCOLUSISE q{BE APPROVED LWOODpFOF�RNAT A�DDEECAY RESISTANCE gORR AAPPROVTERD�gP7RREE I�3E-PPRIS�ELRp TIVERCTTRRER TEEDD EWOOD. HMPR M4. I I shRLSH� D�N T�FE��gpLj�yO�NS��WIRI.CTIINCLUDE OTf{�{�F�CS�M6q� S1.Eq LTF R�DpE�D�SHAM� �� WOOD SCREWS REOUIfi£ { 5py�LW.(T�MM�TF THE T{�/L.j��7p�pD� 61 U�J�I HOT BE US DIREC COIRFLT WLI.P'tE�MTH� T I cu-TT CQdif�N COPPER SAH ASARCO. I I COPPER AZOLE OR ACZA I 7. ALL SCREWS. BOLTS. NAILS, NUTS. 6 WASHERS FOR USE WITH PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED ZINC-COATEDLI//12ED G VR Q I STEEL 5TM LE55 STEEL. SILICON BRONZE OR COPPER FA5TEPER5 SHALL BE HOT DIPPED GALVANIZED AND SHALL MEET THE REOUIRfMENT5 OF I i' IA5TI L WFFRR$TTE ER5 OTHER T51 CLASS HAN NAUL5 AND TIMER, `RILOR FASTENERS 3ir�VET5 S9�FALL RMMITTTEEDC TLr MC M�THRf1�LDEPOSITED RZIP COATED STEEL WITH CCATIMi I 1 .�-i I 1 0.ql iR AFi 7RE 1 ST 1 1�CERS�CfiiT-INli•PLRCE P)!PAK ETCJ THAT 15 EXPOSED TO M 34THER OR IN CONTACT WITH GROLM I I I 1 CONCRETE, OR PRESSURE TREATED LL013M SHALL BE GALVANIZED OR SHALL BE STAINLESS STEEL HARDWARE TO BE HOT DIPPED GALVANIZED PRIOR TO FABRICATION SQL MEET RSTM R 653,6-185 COATDG. 1 I HRRUA4RE TO BE HOT DIPPED GFLVRP40M AFTER FRBOCATII?1 SIAL MEET ASTM 81213 1 10.FLALSTppENERST A�ANDDD CCNNERCTOS E420S D TO SALT LEITER OR LDCATED WITHIN SJO FEET OF R SALT WATER SHORELINE SQL BE 5TRIN-ESS STEEL I I ,,GRFCE 3D4 OR 316, HDT-0IPPED ZINC-LOriTE GRLVRNIZED7TE CONNECTORS IREMMED ATTENER5 OR HFICAOIRE SHALL BE ANY CONNECTIONS INTO CONCRETE.APPROVED 13Y THE AUTHORITY HAWING J1JR15DICTION 1 13FASTU ASD CONNECTORS INSTALLED IN TREATED LUPIBER OTHER THAN MATERIAL WITH A CHEMICAL RETENTION GREATER THAT AWPA OR UC4A SQL BE STAINLESS TRINE55 STEEL GARDE 304 OR 31G I 6'-0" 5-0" 4'-0" 5-0" 5'-0" 5-0" r — — r — — I r— — r — I 1 I I I I I I I I I I 1 IOD OF U4 I I I I I I I I I 1546 PLF I I 1 I N ?� DAVID E. I 3.600 LBS 3,300 L85 11,950 L55 7,000 LB5 7,750 LB5 7,750 LB5 o R; BILLINGSLEY � I i 9,150 LB5 -1,450 LBS UPLIFT 3.900 LBS I 0 CIVIL 1 I -1.450 LBS UPLIFT MANDATORY 010.47769 I NOTE 1/2' RNCHOR BOLTS REQUIRED AT 6'-O"Dc MIN (2) PER 5ILL PLATE SECTION. ANCHOR BOLT IS REQUIRED 3.5" MIN - 12" GIgTE4 � I i MAX FROM EACH END OF ERCH SILL PLATE SECTION. ALI. 1 CONNECTIONS FOR LISTED UPLIFT LORDS TO BE PROVIDED 1 CD I FROM MODULRR TO FOUNDATION ON-SITE BY OTHERS. N ' I SLIDING AND OVERTURNING LORDS RRE RESISTED BY `"�--•.�_,____„ ;-4 I I PRESCRIPTIVE ANCHOR BOLT CONNECTIONS AND SPACING I I 07/16/19 1 I PER 2015 IRC SECTION R4031.6. ANCHOR BOLT EMBEDMENT I 1 I SHALL EXTEND 7" INTO CONCRETE OR GROUTED CELLS OF I 1 MR50NRY UNITS (R4031.6). PFSI I I I Corporation I I I I Northeast h r I 1 I804 PLF - --- ---- - ---- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- APPROVED 1 ' € I - - - - - - - - - - ----- 2019 #IT,I - - - - - - - - Approval limited to Factory Built Portion NOTES: L R 1/2"x9"x12" STEEL PLATE IS REQUIRED ON COLUMNS. BLDR/DE`EL RLNHIOHF MPNF.AUTHOICZRTrM 2 SEE FLOOR PLRN, FOUNDATION PLAN RND SET-UP INSTRUCTIONS FOR SECURING _ 3. ALLLES GIRDERSPLINCDATION ES MUST BE LOCRTEDIOVERRPOSTENER ANCHORS (IF REQUIRED)). SUPERIOR BUILDERS 4. MRX. CENTER FLOOR GIRDER SUPPORT COLUMN SPACING = 6'-3" (2-240 SPF #1/2 PER HALF) (TABLE E-20) Mon Oaar A 1010=OF WVV N==K V"VOMmA ��• W,... E57 PA RM42E MM.Po 77756 +S7a64FrM NOTE; FOUNDRTION 5HRLL BE DESIGNED BY R DESIGN PROFE55IONRL WITH wwwstpaAabuYmsmn mnoL MLUNX JL KNOWLEDGE OF LOCAL CONDITIONS PER LOCAL RHJ REQUIREMENTS. AFFORDRBIT f VT/WINGFIELD $19MS: o THIS 5RMPLE PLAN IS MEANT XXX ONLY TO COMMUNICATE THE DIMENSIONAL AND LORDING INFORMATION TO R. FOUNDATION LAYOUT PLAIT NO. DESIGN PROFESSIONAL SO THEIR FOUNDATION DESIGN IS COORDINATED 000 WITH THE REQUIREMENTS OF THE MODULAR BUILDING. DMN Or. orae sale 1aHs�oH.« HRYES 06-18-19 PE 1/4"=1'-0" 23633-000 PC+-E5IVE ONLY ATTACHEMENT OF GYPSUM MAY NOT BE USED FOR THE FOLLOWING. 1 DEMI5ING WALLS BETWEEN GARAGE ANO HOUSE. 2. FIRE WALLS. FIRE BARRIERS. FIRE SEPARATION WALLS 3 HERE LAMINATED OR COATED GPARTITIONS, FLOOR AND YPSUM BOARD IS RATEDO FIRE INSTALLED. PFS Corporation pHpFMgs`�1 4. WHERE SHEET VAPOR RETARDERS ARE APPLIED TO THE Northeast Region yt O INSIDE OR GYPSUM FACE OF STUD MN57RUCTIDR S WHERE LIMITED IN "HIGH WIND DESIGN' AS A FACTOR o� DAVID E. tiG OF THE WALL ASSEMBLIES WIND RESISTANCE. APPROVED BILL1NGSLEY Michelle Floyc o CIVIL No.47769 07,111812019 .471 9 o e Approval limited to n1 'pALUMDRIP EDGE Factory Built Portion ALUM. FASCIA PERFORATED VINYL SOFFIT J' CONT. RIDGE VENT 07/16/19 MTS16 EACH TRUSS (3) 0131'x3" DIRECT NAILS THRU THE PLATE INTO THE ENDGRAIN OF THE KNEEWALL STUD. I_V)(20p 57EET STRAP w/ 7-0.131'X25" NAILS ER ENO 100 NAILS a 5' D.C. INTO KNEEWALL PLATE.THRU KNEEWALL STIR 6 2-0.131'x3" NAILS TOED. KNEEWALL PLATE TO KINGPOST RAIL: 0.131'X3" FACE NAILS AT 3' O.C. PRE-MANUFACTURED WOOD TRUSS HM752805 (5/12. 16" aC.) 1.25"x2D©e 57EEL STRAP w/ 7-11131'x2.5" NAILS ER END SEE SEALED TRUSS DESIGN AND 6 2-0131"x3D" NAILS TOED, TRUSS IN57 LLRTION INSTRUCTIONS FOR ANY REQUIRED BRACING INSTALLATION. M M,1FRCTURER SUPPLIES RIDGE MT512 ER TRU55 FIBERGLAS OR SELF SEALING SHINGLE. VENT FOR FIELD INSTALLATION FASTEN w/7 1Dd x15" NAILS PER SECTION R902 FIRE CLASSIFICATION d BY OTHERS AS PER MANUFACTURERS 8905.2.4.1 WIND RESISTANCE INSTALLED OVER INSTRUCTIONS TYPE 15 FELT WITH 11r" OVERLAP OR •55 SIMPLEX SHINGLE UNDERLAYMENT FASTEN RAIL TO KINGPOST 12 OR EDURL 36" WIDE. AN ICE BARRIER w/(4)-0.131"x3" NAILS THAT CONSISTS OF AT LEAST (2) LAYERS 2-16d NAILS THRU SHEATHING 5 OF UNDERLAYMENT CEMENTED TOGETHER INTO TRUSS OR OF R SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU 19/37' 058 ROOF SHEATHING OF NORMAL UNDERLRYMENT AND SHALL EXTEND FROM THE EAVES EDGE TO A POINT AT LEP15T 24 IN. INSIDE THE B45UL BAFFLE TO PROVIDE RIR EXTERIOR WALL LINE OF THE BUILDING SPACE FOR ATTIC VENTILATION 2X8 RAIL (SHINGLES INSTALLED PER MANUF. SPECS) w/WIND WA5H (INSULATION DAM11 H - 11 1ji 7 ON-SITE OCK BETWEEN MODULES ON-SITE BY OTHERS PER STATE U111111 fill AND LOCAL CODES 4-0131'x3" NAILS THRU CONT. 5/8" OSB STRIPS 5/3" GYP BD CONT. 5/0" OSB STRIPS RAIL TO TRUSS JOIST HANGER DBL TOP PLATE ENGGRRIN DBL TOP PLATE R-51 FIBERGLASS INSULATION y 7/16" OSB SHEATHING w/V.B. TO WARM SIDE 2x3 SPF 01/02 a 16" O.C. 9 CLEAR SPAN) ROOF BERMS LOCATED OVER FLUSH c0 CEILING AREAS SHALL BE SECURED TOGETHER 2x6 SPF •1/•2 e 1B' 0.C. R-21 FIBERGLASS INSULATION LSTR16 e46" 0.C. USING 2 ROWS OF 16d NAILS OR •B x 2.5" 1/2" G7PBD 1/2" GYPBD w/V.B. TO WARM SIDE w/5 1Dd NAILS ER LEG SCREWS AT 24" D.C. RIR/MOISTURE RESISTIVE BARRIER R-30 FIBERGLR55 INSULATION SINGLE BOTTOM PLATE 19/32" OSB SHEATHING SINGLE BOT70M PLATE w/VB. TO WARM SIDE, BY OTHERS 2-2x10 5PF s1/•2 CENTER GIRDER PER HALF (6 TOTAL) LSTRIB e48" O.C. 2-2x10 SPF •1/•2 FLR RAIL 2x1D SPF •1/•2 a 16" D.C. w/S 1Dd NAILS EA LEG � 75HERHINGAILED w7ER JOIST HANGERT 6 SIL OD SILL PLATE. 2x6 min 1/2"x9"x12" PLATE FASTENED TO GIRDER WITH (4) 1/4"x3" LAG BOLTS. SILL SEALER ALTERNATE METHODS OF SUPPORT 16d 70E NAILED 6" OC. MAY BE USED. PROVIDING THEY 1/2"x16" ANCHOR BOLT 12" MAX. ARE CAPABLE OF TRANSFERRING IN FROM EACH CORNER (SEE FOUNDATION THE DESIGN LOADS FROM THE FLOOR PLAN FOR REQUIRED SPACING) WHICH ARE GIRDERS TO THE FOUNDATION. 1/2" DIRx10 1/2' LONG EMBEDDED AT LEAST 7" IN CONCRETE ALTERNATE METHODS SHALL BE APPROVED BOLT a 4B" ac. OR 15" IN MASONRY UNITS. PLATE WASHERS BY THE LOCAL BUILDING OFFICIAL. R MINIMUM OF 0.229"x3"x3" SHALL BE COLUMN ON-SITE BY OTHERS PROVIDED BETWEEN THE FIREBLOCK BETWEEN MODULES PLATE AND THE NUT. ON-SITE BY OTHERS PER STATE �� ' NOTE: AND LOCAL CODES FOUNDATION WALL ON-SITE BY OTHERS ALL MATERIALS 6 LABOR REQUIRED BELOW BOTTOM OF FLOOR JOIST IS BY OTHERS. Nwc En+ m R11,:V: FNGM MUdClY HOMES, NC. W7 Pe M442E Mney. Pe TI758 • L ab*-5444 r• x M'1_ 6 www.micyAmeshc.iaun NOTE: CEILING GYPSUM BOARD SHALL BE MECHANICALLY FASTENED WITH TYPE-5 DR TYPE-W DETAILS DRTaaase SCREWS, MIN. 1 5/8" LONG, PLACED AT 16"OC MAX FOR GLUED (FORMED) CEILING, CROSS SECTION " Na AND 12"oc MAX. FOR NON-GLUED CEILING. 0 DML BY: I DATE; SCfiE DWG.N0: HAYES 06-18-19 PE 1/4"=1'-0"