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36-061 (2) 1041 BURTS PIT RD BP-2020-0294 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36-061 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: FIRE RESTORATION BUILDING PERMIT Permit# BP-2020-0294 Project# JS-2020-000065 Est. Cost: $78900.00 Fee: $513.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: BAYSTATE RESTORATION GROUP 056785 Lot Size(sq. ft.): 13198.68 Owner: JIMENEZ REYNALDO&MILDRED Zoning: Applicant: BAYSTATE RESTORATION GROUP AT. 1041 BURTS PIT RD Applicant Address: Phone: Insurance: 69 GAGNE ST (413) 532-3473 WC CHICOPEEMA01013 ISSUED ON:9/20/2019 0:00:00 TO PERFORM THE FOLLOWING WORK.REMOVE & REPLACE TRUSS SYSTEM, ROOFING, SIDING, INTERIOR FINISHES DUE TO FIRE 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 9/20/2019 0:00:00 $513.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2020-0294 APPLICANT/CONTACT PERSON BAYSTATE RESTORATION GROUP ADDRESSIPHONE 69 GAGNE ST CHICOPEE (413)532-3473 PROPERTY LOCATION 1041 BURTS PIT RD MAP 36 PARCEL 061 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION QUECKLIST CLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildinp,Permit Filled out Fee Paid T eof Construction: REMOVE& REPLACE TR SS SYSTEM.ROOFING SIDING INTERIOR FINISHES DUE TO FIRE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 056785 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received& Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay L ftL J, i&V a� Sign ure of Building Official 10 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 212 Main Street Sewer/Septic Availability } ri '. Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans ` phone 413-587-1240 Fax - lans ECE V E Mcify APPLICATION TO CONSTRUCT, ALTE , RE AIR, RENOVATE OR DE OLIS A ONE OR TWO FAMILY DWELLING SEP 2019 SECTION 1 -SITE INFORMATION 1.1 Property Address: his ection to be completed by office DEPT.OF BUILDING INSPECTIOh1 / ,7 ���/ �✓�� �`� �r NORTFfAMPTON.1.�A Oti060 /A Lot��/J / Unit CY Zone (/! Overlay District Elm St. District CB District SECTION 2 -PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: J e Name(P'nt) Curren Mailing Address: R62/4962- Telephone / -J Signat re 2.2 Authorized Agent: l cl i ri I (0 945,0.,t A e s T 41,� ��•r. 0���3 Na a Print) Current Mailin ddress: L1/_3 - 3 y73 Signature Telephone SECTION 3 -ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building Fl (a)Building Permit Fee (f 2. Electrical (b)Estimated Total Cost of Q O D Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) _ 5/3 5. Fire Protection 6. Total=(1 +2+3+4+5) --7 , Check Number This Section For Official Use Only Building Permit Number: Date Issued: K37 9 Signature: 9/0a L3 Building Commissioner/Inspector of Buildings Date GlC)o . rofyrf @ IoQySIa+ rbc. , C.o,-►l 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 - - Frontage Setbacks Front Side L:'. R:.— i L:= R: '. Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO Q DONT KNOW ® YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO © DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained I© , Date Issued: 1 C. Do any signs exist on the property? YES © NO Q IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO 0 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 O 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 El Replacement Windows Alteration(s) Roofing ❑ Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [M Siding M] Other[a Brief Description of Proposed _ _ C Work: j��rmc2�!� �(- .� c� /�JsS SYS /�i�f��^. , �',d"&- —rv�Kiaor Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a_If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, / l a et //Y► eiLe-z as Owner of the subject property hereby authorize ,I SCC Ili S ([ T fS es to act on my b If,1in a matt ,.relative to work authorized by this building permit application. �\��" Signature of Owner Date I, � Db'na t4 (�/c�0� I as Owner/Authorized Agen 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. �a.-oa /d- 'A o 6p-zT Pri e Signature of Owner/Agent Date Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, N",s"sachusetts 02118 Home Improvernont<Gbntractor Registration Type: Corporation M ? Registration: 180478 BAYSTATE RESTORATION GROUP,LLC �;� r,1 Expiration: 11/18/2020 l:M - ; 69 GAGNE ST � CHICOPEE,MA 01013 rt.y w-E � Update Address and Return Card. SCA 1 0 20M-05/17 1 Commonwealth of Massachusetts i� Division of Professional Licensure ` Board of Building Regulations and Standards Con strAx46 i-lSiSpq-rvisor CS-056785 9 Eilpires: 0910912019 MARK R DAWAU 75 GILBERT RD SOUTHAMPTON,MA 01073 Commissioner U" SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor:{ Not Applicable ❑ Name of License Holder: Q2/` / �L lZV/aJ (2 -S —0 6 79 License Number Address Expiration Date Signature Telephone 9.Registered Home Improvement Contractor. Not Applicable ❑ Comp ny Name Registration Number Address Expiration Date 1-"a Telephone`f13 --33a HU 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....... Lr No...... ❑ CERTIFICATE OF LIABILITY INSURANCE DATE (M i/201 YYY) TWL0"CZeRTIF1CATE 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 be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: BERKSHIRE INS GROUP INC PHONE �FAX138 LONGMEADOW STREET (A/C,No,Ext): E-MAIL LONGMEADOW,MA 01106 ADDRESS: 78T3H INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: ACE AMERICAN INSURANCE COMPANY INSURED BAYSTATE RESTORATION GROUP LLC INSURER B: INSURER C: INSURER D: 69 GAGNE STREET INSURER E: CFECOPEE,MA 01013 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD SUB I POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MM1DMYYYY) (MMIDDIYYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE I$ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE F7 OCCUR. PREMISES(Ea occurrence) MED EXP(Any one person) $ PERSONAL&ADV INJURY Is GEN'L AGGREGATE LIMIT APPLIES PER: 7.ENERAL AGGREGATE I$ POLICY F]PROJECT LOC DRODUCTS-COMPIOP AGG is AUTOMOBILE UABILITY COMBINED SINGLE $ ANY AUTO LIMIT(Ea accident) BODILY INJURY $ ALL OWNED AUTOS (Per person) SCHEDULE AUTOS BODILY INJURY $ HIRED AUTOS (Per accident) NON-OWNED AUTOS PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAR OCCUR EACH OCCURRENCE I$ EXCESS LIAB CLAIMS-MADE AGGREGATE �$ Is DEDUCTIBLE Is RETENTION $ RY OTHER A WORKER'S COMPENSATION AND WC STATUTO EMPLOYER'S LIABILITY YIN UB-IK792313-19 01/14/2019 01/14/2020 `Y LIMITS ANY PROPERITOR/PARTNERIEXECUTIVE FN7N/A - E.L.EACH ACCIDENT $ 500,000 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE I$ 500,000 (Mandatory in NH) If yes,describe under E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIRESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. THE INSURED'S MA WORKERS COMPENSATION POLICY AND ITS LUvIITED OTHER STATES ENDORSEMENT AUTHORIZES THE PAYMENT OF BENEFITS FOR CLAIMS MADE BY THE INSUREDS MA EMPLOYEES IN STATES OTHER THAN MA. NO AUTHORIZATION IS GIVEN TO PAY CLAIMS FOR BENEFITS IN STATES OTHER THAN MA IF THE INSURED HIRES,OR HAS HIRED EMPLOYEES OUTSIDE OF MA. THIS POLICY DOES NOT PROVIDE COVERAGE FOR ANY STATE OTHER THAN MA CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL B DELLA D IN ACCORDANCE WITH THE POLICY PROVI AUTHORIZED REPRESENTATIVE nrnRn 7s/?n1fl1n5t The ACORD name and logo are registered marks of ACORD 1988-2010 ACORD CORP rlgh s reserved. -4`0 01/312 CERTIFICATE OF LIABILITY INSURANCE DATOIYYYY) 01/31/2019 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). CONTACT Marion Lentes PRODUCER NAME: PHONE_ 413 935-1200 FAX (413)567-5300 Berkshire Insurance Group,Inc. ac No Ext), ( ) A/c,No 138 Longmeadow St. ADDRESS: mlentes@berkshireinsurancegroup.com INSURER(S)AFFORDING COVERAGE NAIC# Longmeadow MA 01106 INSURER A: Philadelphia Insurance Companies 23850 INSURED INSURER B: TOkic Marine Specialty Ins. Baystate Restoration Group,LLC INSURER C: 69 Gagne St INSURER D: INSURER E: Chicopee MA 01013 INSURER F: COVERAGES CERTIFICATE NUMBER: CL1912256794 REVISION NUMBER: THIS IS TO CERTIFY THATTHE 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. PQUtCT EFF POLICY EXP INR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MMIDD LIMBS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE _ $ 1,004,000 AMA N 100,000 CLAIMS-MADE �OCCUR PREMISES Eaoccurtence $ PD Deductible 1,000 MED EXP(Anyone person) $ 5,000 A PPK1892057 10/07/2018 10/0712019 PERSONAL BADV INJURY $ 1'000'000 GEN'L AGGREGATE LIMIT APPLIES PER: GENEP.AL.4GGREGATE $ 2.000,000 v 2,000,000 X POLICY ❑JECOT- ❑LOC PRODUCTS-COMPIOP AGG $ OTHER: COMBINED SINGLE LIMIT $ AUTOMOBILE LIABILITY Ea accident ANY AUTO BODILY INJURY(Per person( $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS PROPERTY DAMAGE HIRED NON-OWNED Per accident $ AUTOS ONLY AUTOS ONLY X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 1,000,000 B EXCESS UAB CLAIMS-MADE PUB650405 10/07/2018 10/0712019 AGGREGATE $ 1,000,000 DED RETENTION $ PER OTH- WORKERS COMPENSATION STATUTE ER AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETORIPARTNER/E)(ECUTIVE NIA To be sent direct from Carrier E.E.L.EACH ACCIDENT $ F-7 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ (Mandatory in NH) If yes,describe under E.L DISEASE,-POLICY LIMIT $ DESCRIPTION OF OPERATIONS below Limit 1,000,000 B Professional/Pollution PPK1892059 10/0712018 10/0712019 Deductible 5,000 DESCRIPTION OF OPERATIONS I LOCATIONS)VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE NJ 07054 �� �It 2/ @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 ` www mass gov/dia «'orkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): 1_'j¢V6 to T.re / Q,$ILiLQ//ON L'/LgJyO Address: &' c7 Gaj'n.-G s City/State/Zip: It I GO ,4 Ma D Phone#: 3 SJ.1 - 31(;? J Are you an employer?Check the appropriate box: Type of project(required): 1.®I am a employer with 3r mployees(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.[:]I am a homeowner doing all work myself[No workers'comp.insurance required.]t 10 Building addition 4.[:]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 l I.®Electrical repairs or additions proprietors with no employees. 12. Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. l 3. Roof repairs These sub-contractors have employees and have workers'comp.iasurance.t p 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#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. - Insurance Company Name: G'nn� /T/Y1lnt tGs �" S✓ �-C t ( l Policy#or Self-ins.Lic.#: 7 91 ,;?/,3 "/9 Expiration Date: Job Site Address: /D y/ JLTS i 7-Rd- FZPPt-/,,r_l City/State/Zip: /YILL q/D, 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 under the pain and penalties of perjury that the information provided above is true and correct Si afore. 7 v Date: A0// Phone#: t&3 - .6-3 - 3 `f 7-3 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#: City of Northampton Massachusetts c DEPARTMENT OF BUILDING INSPECTIONS ?. .-. 212 Main Street *Municipal Building Northampton, MA 01060 s ^ titer 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: loz-11 f3uiTs ;27- (Please print house number and street name) Is to be disposed of at: (Please print name anfr location of facility) Or will be disposed of in a dumpster onsite rented or leased from: GU6?S le— (Company c-(Company Name a d Address) / /S o ignature of Pe it 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. City of Northampton x Massachusetts DEPARTMENT OF BUILDING INSPECTIONS y ` m 212 Main Street • Municipal Building vy1• �.S Northampton, MA 01060 ,1~1 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: Est. Cost: Address of Work: Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): _Work excluded by law(explain): Job under$1,000.00 Owner obtaining own permit(explain): Building not owner-occupied Other(specify): 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: Date Owner Name and Signature -�� City of Northampton sty �. sic Massachusetts DEPARTMENT OF BUILDING INSPECTIONS 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. REQ.QUOTE DATE / / ORDER# ORDER DATE / / QUOTE# 19072755B DELIVERY DATE 09/18/19 CUSTOMER ACCT# EIGE4101 DATE OF INVOICE / / CUSTOMER PO# LLC ORDERED BY Rich Beaulieu INVOICE# L UFP Belchertown, C TERMS 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT SALES REP Brian Tetreault Phone:413-323-7247 Fax:413-323-5780 JOBSITE PHONE# (413)733-8475 SALES AREA Massachusetts/ 84 Lumber Company JOB NAME:Baystate Restoration LOT# SUBDIV: 38 Monterey Drive MODEL: TAG: JOB CATEGORY: Residential West Springfield, MA 01089 DELIVERY INSTRUCTIONS: (413)733-8475 Short truck. Baystate Restoration SPECIAL INSTRUCTIONS: 1041 Burt's Pit Road 'Per 9/9/19 site meeting. Florence, MA 01062 BY DATE IILDING DEPARTMENT OVERHANG INF HEEL HEIGHT 00-00-00 REO.LAYOUTS REQ.ENGINEERING QUOTE jBRT 09/10/19 of Trusses ENDCUTJ RETURN I I I I I I I LAYOUT 1 1 / / PLUMB I I GABLE STUDS 1 24 IN.OCI I I JOBSITE 1 1 JOBSITE 1 11 CUTTING I BT1 07/24/19 ?OOF TRUSSES LOADING TCLL-TCDL-BCU-BCDL STRESS iNCR ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) INFORMATION 40.0,15.0,0.0,10.0 1.00 PROFILE I OTY PITCH TYPE BASE O/A ILUMBERI OVERHANG CANTILEVER STUB UNIT TOTAL PLY ID SPAN SPAN TOP I BOT LEFT I RIGHT LEFT RIGHT PRICE PRICE COMMON 1 4.00 0.00 G01 28-00-00 28-00-00 2 X 6 2 X 6I %1,00-00 01-00-00 JACK-CLOSED 2 4.00 0.00 M01 04-00-08 04-00-08 2 X 4 2 X 4 01-00-00 ® FLAT GIRDER 1 0.00 0.00 PG01 04-02-12 04-02-12 2 X 4 2 X 6 ro' FLAT GIRDER ' 1 0.00 0.00 PG02 04-02-12 04-02-12 2 X 4 2 X COMMON T � 23 4.00 0.00 T01 28-00-00 28-00-00 2 X 6 2 X 4 rs; 01-00-00 01-00-00 COMMON 1 4.00 0.00 T01A 27-00-00 17-08-08 2 X6 2 X 41 01-00-00 09-03-08 ® COMMON 1 4.00 0.00 T01AGE 27-00-00 17-08-08 2 X 612 X 4 09-03-08 . COMMON 1 4.00 0.00 T01 GE 28-00-00 28-00-00 2 X 6 2 X 4 4 COMMON 1 4.00 0.00 T01SGE 28-00-00 28-00.00 12 X 612 X 41 01-00-00 01-00-00 ROOF SUB-TOTAL: TEMS DTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES UNIT TOTAL FT-IN-is PRICE PRICE 1 Literature SCSI-131 Summary Sheet Commentary and Recommendations for Handling,Installing&Bracing $� Metal Plate Connected Wood Trusses 4 Order Number:61 WARN11x17 031125 1 Literature BCSI-83 Summary Sheet Permanent Restraint/Bracing of Chords& Web Members a Order Number:B3WEB11X17 X 070209 4 Hanger `;"' 446 1 Literature truss Dra Packet Truss Drawing Packet 1 Literature ent Plan Truss Placement Plan ITEMS SUB-TOTAL: k y J REQ.QUOTE DATE / / ORDER# ORDER DATE / / QUOTE# 190727558 DELIVERY DATE 09/18/19 CUSTOMER ACCT# EIGE4101 DATE OF INVOICE / / CUSTOMER PO# ORDERED BY Rich Beaulieu INVOICE# UFP Belchertown, LLC TERMS 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT SALES REP Brian Tetreault I) Phone:413-323-7247 Fax:413-323-5780 JOBSITE PHONE# (413)733-8475 SALES AREA Massachusetts/ 84 Lumber Company JOB NAME:Baystate Restoration LOT# SUBDIV: 38 Monterey Drive MODEL: TAG: JOB CATEGORY: Residential West Springfield, MA 01089 DELIVERY INSTRUCTIONS: (413)733-8475 Short truck. Baystate Restoration SPECIAL INSTRUCTIONS: 1041 Burt's Pit Road 'Per 9/9/19 site meeting. Florence, MA 01062 BY DATE IILDING DEPARTMENT1 OVERHANG INFO HEEL HEIGHT 00-00-00 REQ.LAYOUTS REQ.ENGINEERING I QUOTE 1BRT 09/10/19 of Trusses END CUT RETURN I I I I LAYOUT PLUMB GABLE STUDS 1 24 IN.OCI JOBSITE 1 I' JOBSITE 11 CUTTING I BT1 07/24/19 ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL PURCHASER: BY: TITLE: BY: ADDRESS: TITLE: DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL uo a Is based on current design values at the tim6 of quote (lumber, EWP, hardware, e c . Should any of these values change prior to completion of this project, UFP Belchertown,LLC reserves the right to adjust the sell price accordingly. QUOTE POLICY: QUOTE VALID FOR 7 DAYS. AFTER 7 DAYS, UFP RESERVES THE RIGHT TO REVIEW/ADJUST ALL PRICING. Sealed individual truss drawings are included in the pricing. Sealed layouts, stamped bracing diagrams are NOT included BUT can be provided for an additional charge. Full payment made on net 30 day terms. No pay-if paid terms. UFP reserves the right to hold shipments if we are not paid within the agreed upon payment terms 211, 14 a r See individual truss drawings for details. €g P g W01 � 5 -t I� ..zoo a _ gas ---------.._ __.... ------- -- -- T01GE I 1 O O a pni c o o O 0 O= c OW �1 � r► N I � N 7 CL WO N COL N O Z0 fl- t0 C a c N N 3 d (D N ^► O O _TI Q N 213 3 I N tD O a • o _ N O 3'2" 6'0" 16'10" 1'11 1/4" C M01 _ _ N 01AGE II j N I HU326 C' HUS26 I I - c 01A n> II 0 M013'I 611N 5 4 i' 17'2" rn 2 = WG01 _ II c) G) � a � N �II N Iii N O O) n -n o I I N I o rn 1'11 1/4" I I 01 SGE i - - - 26'0" - -- - MENT DIAGRAM 6NCP-TFese tr re desgirTi I–Euil7ip mrrporoeb mei nmryonY4 Yb w bultlnp aesipn at iM1e specAolon of Ine W�Unp aezpna� Sea edYbnl anpn sMe6 bi eec� Baystate Restoration r w rmr.m mor andm.nY ror w ovanll"r°m"..Tn.sego of Im wn a°mon avmwn YCYairp ne.a.".n..�m, UFP BelchertoWll, LL 1041 Burt's Pit Rd.Florence,MA r�W=tl mlmmsYw resmm dll o wWiYlpangn.r.For pe unl puMmm npeNim Eornp I.—y wt15.1— mne n•Snrnp cl oa trmn•.y.iYYY Nom w Truez wY nnmm. normo Dna.',M.a"on.w sane n n w mPon"nNb of w General CorNegorSumraxarban[ Ire 1--truce YpN dull—hw llnal in"naeC mnamzton gem. 9/10/19 By:BRT b.al p m a none,.m a x m.y ao mr.e Y Ire r.°o Ye q m w Gwu.I co ro.m s P.nm.oem ro Pmwa -�nmslgenz mma�mnp trle Yrost speafpabons erM anpns Uuaerol Fomt Proauds rill rut ne nzmnvbb br pnMPYn e A Universal Forest Products Company For Approval d°p""°'"'"' APP mop mmtrucnon.DO NOT CUT,NOTCH.DRILL.CR OTHERMASE•REPAIR•MANUFACTURED TRUSSES IN ANY 1WY 1G5Sav Rasa.Pln 6ez46(Rek�nsnn.�41.eIN';r:aen SI NSJ�!)R'/Pcps.T1i8A1 ROUT PRIOR NRRTEN AUrNORpATN]N 9YALICENSED PflOFE59gNAL DESIGNATED BV UFP.UFP Va1LL NOTi Job Truss Truss Type Qty Ply 1041 Burt's Pit RD-Florence,MA 190727558 GO1 Common Girder 1 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Sep 10 11:33:13 Page:1 ID:089i?hGw3bklh8zjIU9D90yf4_4-CSeFB_D1 X7gnw4jR05QdGLUKDbLuiIIZBpAMdcyf3D4 8-5-5 14-0-0 19-6-11 28-0-0 8-5-5 5-6-11 5-6-11 8-5-5 1 6x8 3 12 21 22 4 F— 2x4 2x4 20 2 1 l 4 23 0 0 N N U� Lh 10x12 10x12 19 24 �� 1 HW1 HW 5 FLEE 82 3� 8 7 6 25 4x8 8x8 5x6 8x8 4x8 26-0-0 r-0-0 9-11-5 18-0-11 HUS2 27-0-0 HUS26 2 O-0 0.0 8-11-5 8-1-7 8-11-5 -0-0 Scale=1:48.1 Plate Offsets(X,Y): [1:0-1-7,Edge],[1:0-0-3,Edge],[5:0-1-7,Edge],[5:0-0-3,Edge],[6:0-4-0,04-12],[8:0-4-0,0-4-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.20 6-8 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.47 Vert(CT) -0.33 6-8 >999 180 TCDL 15.0 Rep Stress Incr NO WB 0.53 Horz(CT) 0.08 5 n/a n/a BCLL 0.0' Code IRC2015fTP12014 Matrix-MS BCDL 10.0 Weight:128 Ib FT=20% LUMBER BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins. BOT CHORD 2x6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 WEDGE Left:2x6 SPF No.2 Right:2x6 SPF No.2 REACTIONS (Ib/size) 1=2137/0-4-8,(min.0-2-11),5=2635/0-4-8,(min.0-3-6) Max Horiz 1=84(LC 11) Max Uplift 1=-317(LC 7),5=425(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-4332/638,19-20=-4322/640,2-20=-4165/656,2-21=-4026/634,3-21=-3930/643,3-22=-4774/808,4-22=-4871/799, 4-23=-5011/824,23-24=-5176/814,5-24=-5186/806 BOT CHORD 1-8=-591/4004,7-8=-425/3216,6-7=-425/3216,6-25=-702/4825,5-25=-702/4825 WEBS 3-8=-176/951,3-6=-373/2176,2-8=-700/233,4-6=-740/227 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=S.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp C;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 17-0-0,Interior(1)17-0-0 to 25-0-0,Exterior(2)25-0-0 to 28-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 425 Ib uplift at joint 5 and 317 Ib uplift at joint 1. 6) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7) Use USP HUS26(With 14-16d nails into Girder&6-16d nails into Truss)or equivalent spaced at 6-1-8 oc max.starting at 17-9-4 from the left end to 23-10-12 to connect truss (es)PG01 (1 ply 2x6 SPF),PG02(1 ply 2x6 SPF)to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(Ib/ft) Vert:1-3=-110,3-5=-110,9-14=-20 Concentrated Loads(lb) Vert:6=-810(F),25=-322(F) Job Truss Truss Type Qty Ply 1041 Burt's Pit RD-Florence,MA 19072755B M01 Jack-Closed 2 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Sep 10 11:33:14 Page:1 I D:m ir2RT6eDbA8jeoJJORFPGyf40t-geCdOKEflRyeXEldZpxsoYl d8?njRKsiQTw92yf303 4-0-8 12 4 2x4 2 3x8 9 1-10-3 Z� 1-10-3 1 HW1 c B1 3 d ix 2x4 2x4 1-0-0 4-0-8 1-0-0 3-0-8 Scale=1:27.2 Plate Offsets(X,Y): [1:Edge,0-0-6],[1:0-1-5,1-1-1] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) -0.01 3-8 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.11 Vert(CT) -0.01 3-8 >999 180 TCDL 15.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 1 n/a n/a BCLL 0.0' Code IRC20151TPI2014 Matrix-MP BCDL 10.0 Weight:13 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x6 SPF No.2 REACTIONS (Ib/size) 1=341/0-4-8,(min.0-1-8),3=166/Mechanical,(min.0-1-8) Max Horiz 1=54(LC 7) Max Uplift 1=-41 (LC 7),3=44(LC 7) Max Grav 1=346(LC 17),3=178(LC 17) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1) Wind:ASCE 7-10,Vult=117mph(3-second gust)Vasd=92mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category ll;Exp C;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) .This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 Ib uplift at joint 3 and 41 Ib uplift at joint 1. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1041 Burt's Pit RD-Florence,MA 19072755B PG01 Flat Girder 1 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Sep 10 11.33:14 Page:1 ID:TuzF6iRasuaJSnMVOZQa?zyf40S-geCdOKEfIRyeXEldZpxsoYlXD?f1 RKsiOTw92yf3D3 4-2-12 2x4 3x4 1 2 T1 d 4 3 5 2x4 4x4 HUS26 4-2-12 Scale=1:32.4 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.04 3-4 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.60 Vert(CT) -0.06 3-4 >738 180 TCDL 15.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0* Code IRC2015frPI2014 Matrix-MP BCDL 10.0 Weight:25 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. BOT CHORD 2x6 SPF 21 OOF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 REACTIONS (Ib/size) 3=830/Mechanical,(min.0-1-8),4=735/0-3-8,(min.0-1-8) Max Uplift 3=-135(LC 6),4=-120(LC 6) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category ll;Exp C;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 120 Ib uplift at joint 4 and 135 Ib uplift at joint 3. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use USP HUS26(With 14-16d nails into Girder&6-16d nails into Truss)or equivalent at 2-3-8 from the left end to connect truss(es)T01A(1 ply 2x4 SPF)to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(Ib/ft) Vert:1-2=-110,3-4=-20 Concentrated Loads(lb) Vert:5=-1053(B) Job Truss Truss Type Qty Ply 1041 Burt's Pit RD-Florence,MA 190727558 PG02 Flat Girder 1 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Sep 10 11:33:14 Page:1 ID:bPFAg9bkouDTWnr?fo9dl iyf40E-geCdOKEfIRyeXEldZpxsoYlXD?njRKsiQTvv92yf3D3 4-2-12 4x4 2x4 1 2 T1 Cl 2-0-15 4 3 5 2x4 4x4 HUS26 4-2-12 Scale=1:26.8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.52 Vert(LL) -0.01 3-4 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.11 Vert(CT) -0.01 3-4 >999 180 TCDL 15.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCLL 0.0' Code IRC2015ITP12014 Matrix-MP BCDL 10.0 Weight:20 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. BOT CHORD 2x6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 REACTIONS (Ib/size) 3=342/Mechanical,(min.0-1-8),4=328/0-3-8,(min.0-1-8) Max Uplift 3=-72(LC 6),4=-68(LC 6) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Provide adequate drainage to prevent water ponding. 5) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 68 Ib uplift at joint 4 and 72 Ib uplift at joint 3. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Use USP HUS26(With 14-16d nails into Girder&6-16d nails into Truss)or equivalent at 2-3-8 from the left end to connect truss(es)M01 (1 ply 2x4 SPF)to front face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(Ib/ft) Vert:1-2=-110,3-4=-20 Concentrated Loads(lb) Vert:5=-158(F) Job Truss Truss Type Qty Ply 1041 Burt's Pit RD-Florence,MA 19072755B T01 Common 23 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Sep 10 11:33:14 Page:1 ID:rBKsKHOOnNTIK_Ix8AXPDRyf4C7-geCdOKEfIRyeXEldZpxsoYl WO?gDRH6iaTw92yf3D3 8-5-5 14-0-0 19-6-11 26-0-0 8-5-5 5-6-11 5-6-11 8-5-5 6x6 3 12 21 22 4 F— 2x4 2x4 20 2 1 T 4 23 N N A 6X10 19 24 6X10 1 5 HW1 HW pq 8 7 6 5x6 4x4 MT20HS 3x10 4x4 5x6 26-0-0 0 0 9-11-5 18-0-11 27-0-0 23-0-0 -0-0 8-11-5 8-1-7 8-11-5 -0-0 Scale=1:48.1 Plate Offsets(X,Y): [1:0-1-15,Edge],[1:0-0-3,Edge),(5:0-1-15,Edge],[5:0-0-3,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.20 6-8 >999 240 MT20HS 148/108 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.52 Vert(CT) -0.36 6-8 >938 180 MT20 197/144 TCDL 15.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.09 5 n/a n/a BCLL 0.0" Code IRC2015/TP12014 Matrix-MS BCDL 10.0 Weight:111 Ib FT=20% LUMBER BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 WEDGE Left:2x6 SPF No.2 Right:2x6 SPF No.2 REACTIONS (Ib/size) 1=1820/0-3-8,(min.0-2-5),5=1820/0-3-8,(min.0-2-5) Max Horiz 1=84(LC 11) Max Uplift 1=-257(LC 7),5=-257(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-3397/467,19-20=-3369/468,2-20=-3212/484,2-21=-3062/464,3-21=-2988/473,3-22=-2988/473,4-22=-3082/464, 4-23=-3212/484,23-24=-3369/468,5-24=-3397/467 BOT CHORD 1-8=-431/3099,7-8=-256/2309,6-7=-256/2309,5-6=-377/3099 WEBS 3-6=-148/980,4-6=-690/221,3-8=-148/980,2-8=-690/221 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp C,Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 17-0-0,Interior(1)17-0-0 to 25-0-0,Exterior(2)25-0-0 to 28-0-0 zone,cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 257 Ib uplift at joint 1 and 257 Ib uplift at joint 5. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1041 Burt's Pit RD-Florence,MA 190727558 T01A Common 1 1 [Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Sep 10 11:33:14 Page:1 ID:j I I W4D_N I7LOwOozO_LWdayf468yeCdOKEfIRyeXEldZpxsoYl bQ?kyRB3iQTw92yf3D3 8-5-6 14-0-0 I 17-8-8 I 8-5-6 5-6-10 L 3-8-8 5x6 3 12 15 2x4 14 T? 4 � 2x4 4 2 1 4 R N N MT20HS 3510 m 1 HW1 � 81 B 5 d 7 6 4x4 4x4 3x4 3x6 16-8-8 FO-0 0 9-11-5 17-8-8 Scale=1:37.5 8-11-5 7-9-3 Plate Offsets(X,Y): [1:0-2-15,Edge],[1:0-0-5,1-7-6] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.04 7-12 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.29 Vert(CT) -0.10 7-12 >999 180 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.02 5 n/a n/a BCLL 0.0' Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight:77 Ib FT=20% LUMBER BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-4 oc purlins, BOT CHORD 2x4 SPF 210OF 1.8E except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE Left:2x6 SPF No.2 REACTIONS (Ib/size) 1=1210/0-4-8,(min.0-1-9),5=1073/Mechanical,(min.0-1-8) Max Horiz 1=167(LC 11) Max Uplift 1=-178(LC 7),5=-159(LC 7) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-1819/252,2-13=-1721/269,2-14=-1477/227,14-15=-1365/236,3-15=-1335/243 BOT CHORD 1-7=-338/1633,6-7=-118/637,5-6=-118/637 WEBS 2-7=-703/238,3-7=-164/1030,3-5=-1035/204 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp C;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 17-6-12 zone;cantilever leftand right exposed;C-C for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 159 Ib uplift at joint 5 and 178 Ib uplift at joint 1. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1041 Burt's Pit RD-Florence,MA 19072755B T01AGE Common Supported Gable 1 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Sep 10 11:33:14 Page:1 ID SwAZsmAHvROrW2ZZxnajwXyf43N-geCdOKEfIRyeXEldZpxsoYl fM?owRJXi0Tvv92yf3D3 14-0-0 17-8-8 14-0-0 3-8-8 �I• 5x6 7 6 25 8 12 24 72 4 � 5 9 4 �1 3 0 0 N N 16 16 MT20HS 1110 2 7 1 HW1 � B1 B2 10 0 3x4 5x6 17-8-8 Scale=1:36.3 Plate Offsets(X,Y): [1:0-2-15,0-0-2],[1:0-0-5,1-7-6],[11:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.03 Vert(TL) n/a n/a 999 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.09 Horiz(TL) 0.00 1 n/a n/a BCLL 0.0' Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight:84 Ib FT=20% LUMBER BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF 21 OOF 1.8E except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEDGE Left:2x6 SPF No.2 REACTIONS All bearings 16-8-8. (lb)- Max Horiz 1=167(LC 11) Max Uplift All uplift 100(lb)or less at joint(s)10, 11,12,13,14,15,16 except 17=-113(LC 11) Max Grav All reactions 250(lb)or less at joint(s)10,12,16 except 11=326(LC 18),13=279(LC 17),14=258(LC 17),15=267(LC 1),17=355(LC 17), 1=320(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-17=-283/144,8-11=-287/135 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp C;Enclosed;MWFRS(envelope)exterior zone and C-C Corner(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 11-0-0,Corner(3)11-0-0 to 17-6-12 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as perANSI/TPI 1. 3) TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category Il;Exp C;Partially Exp.;Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10, 12,13,14,15, 16,11 except(jt=lb)17=113. 10) Non Standard bearing condition. Review required. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1041 Burt's Pit RD-Florence,MA 190727558 T01GE Common Supported Gable 1 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Sep 10 11:33:15 Page:1 I D:2Qb8 Vy3b PCdp 113Fx Ez3Eyf42 M-8rmOcgF H314V90tp7 W S 5LmZohP7 HAmdse 7fTh Uyf3D2 14-0-0 28-0-0 14-0-0 14-0-0 5x6 7 12 6 8 35 36 4 F-- 5 9 34 4 10 37 q o 3 rij 11 N N A L6 MT20HS 3jj0 2 LA 12 38 MT20HS 3x10 1 13 HW1 HW 0 4x4 5x6 4x4 1-0-0 28-0-0 a0 27-0-0 Scale=1:48.2 Plate Offsets(X,Y): [1:0-2-7,Edge],(1:0-0-5,1-7-6],[13:0-2-7,Edge],[13:0-0-5,1-7-6],[18:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TC LL 40.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.09 Vert(TL) n/a n/a 999 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.10 Horiz(TL) 0.00 13 n/a n/a BCLL 0.0' Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight:123 Ib FT=20% LUMBER BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEDGE Left:2x6 SPF No.2 Right:2x6 SPF No.2 REACTIONS All bearings 26-0-0. (lb)- Max Horiz 1=84(LC 11) Max Uplift All uplift 100(lb)or less at joint(s)14,15,16, 17,18,20,21, 22,23,24,1,13 Max Grav All reactions 250(lb)or less at joint(s)15,24 except 14=372 (LC 1),16=316(LC 18),17=329(LC 18),18=346(LC 18), 19=283(LC 1),20=348(LC 17),21=330(LC 17),22=302(LC 17),23=298(LC 1),1=526(LC 1),13=302(LC 18) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 6-20=-307/132,5-21=-289/93,4-22=-265/79,8-18=-305/132,9-17=-289/93,10-16=-272/82,12-14=-295/129 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.ll;Exp C;Enclosed;MWFRS(envelope)exterior zone and C-C Corner(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 11-0-0,Corner(3)11-0-0 to 17-0-0,Exterior(2)17-0-0 to 25-0-0,Corner(3)25-0-0 to 28-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI TPI 1. 3) TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category 11;Exp C,Partially Exp.;Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable ofwithstanding 100 Ib uplift at joint(s)1,13,20,21,22,23,24, 18,17,16,15,14,1,13. 10) Non Standard bearing condition. Review required. 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standardANSI/TPI 1. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 1041 Burt's Pit RD-Florence,MA 19072755B T01 SGE Common Structural Gable 1 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Sep 10 11:33:15 Page:1 ID:AkTKxtkCW3GYVtwM?NOzfkyf4l M-8rmOcgFH314V90tp7WS5LmZiTP1 CAkMse7fThUyf3D2 8-5-7 14-0-0 19-6-9 28-0-0 8-5-7 5-6-9 5-6-9 8-5-7 5x10 3 12 41 42 4� 40 2 T 4 43 0 0 N N 6x10 39 44 6x10 8 8 1 5 HW1 HW 8 7 6 5x6 8x8 5x6 8x8 5x6 26-0-0 1-0 0 9-11-6 18-0-10 27-0-0 28-0701 0-0 8-11-6 8-1-5 8-11-6 L-o Scale=1:48.1 Plate Offsets(X,Y): [1:0-1-15,Edge],[1:0-0-3,Edge],(5:0-1-15,Edge],[5:0-0-3,Edge],[6:0-4-0,0-3-4],[7:0-3-0,0-3-0],[8:0-4-0,0-3-4] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.20 6-8 >999 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.36 6-8 >940 180 TCDL 15.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.09 5 n/a n/a BCLL 0.0* Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight:142 Ib FT=20% LUMBER BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-5 oc purlins. BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 OTHERS 2x4 SPF No.2 WEDGE Left:2x6 SPF No.2 Right:2x6 SPF No.2 REACTIONS (Ib/size) 1=1820/0-4-8,(min.0-2-5),5=1820/0-4-8,(min.0-2-5) Max Horiz 1=84(LC 11) Max Uplift 1=-257(LC 7),5=-257(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-39=-3396/467,39-40=-3368/467,2-40=-3212/484,2-41=-3082/464,3-41=-2987/473,3-42=-2987/473,4-42=-3082/464, 4-43=-3212/484,43-44=-3368/467,5-44=-3396/467 BOTCHORD 1-8=-430/3098,7-8=-256/2309,6-7=-256/2309,5-6=-377/3098 WEBS 3-6=-149/981,4-6=-690/221,3-8=-148/981,2-8=-690/221 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp C;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-0-0,Exterior(2)11-0-0 to 17-0-0,Interior(1)17-0-0 to 25-0-0,Exterior(2)25-0-0 to 28-0-0 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as perANSI/TPI 1. 3) TCLL:ASCE 7-10;Pf=40.0 psf(flat roof snow);Category 11;Exp C,Partially Exp.;Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 257 Ib uplift at joint 1 and 257 Ib uplift at joint 5. 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard