Loading...
24D-004 (4) BP-2024-0304 229 PROSPECT ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 24D-004-001 CITY OF NORTHAMPTON Permit: Solar Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2024-0304 PERMISSION IS HEREBY GRANTED TO: Project# 2024 SOLAR Contractor: License: Est.Cost: 41000 TESLA ENERGY OPERATIONS INC 101687 Const.Class: Exp.Date: 09/13/2024 Use Group: Owner: MCGHEE WILLIAM 0& DONNA RHICARD Lot Size (sq.ft.) Zoning: URB Applicant: TESLA ENERGY OPERATIONS INC Applicant Address Phone: Insurance: 24 ST. MARTIN DRIVE BLDG 2 UNIT 978-570-6622 WC 1074583-06 11 MARLBOROUGH, MA 01752 ISSUED ON: 03/22/2024 TO PERFORM THE FOLLOWING WORK: INSTALL 23 PANEL 9.315 KW ROOF MOUNT SOLAR SYSTEM WITH 2 BATTERIES(NO STRUCTURAL) 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: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: /e7° Fees Paid: $75.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner r-_-- ;, 114R 7 z The Commonwealth of M 'ssachus �02e/ W Board of Building Regulation.4 and Stan0 k t,,,r C PALITY Massachusetts State Building Code, 780 CMitT-;;°���sp<<C USE 4,.c oNS Building Permit Application To Construct,Repair,Renovate Or Der loh 1a a Revised Mar 2011 One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: y-S 3Of Date Applied: /L:v►N 72(.)S, //' 3-ZZ-2azy Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 229 Prospect St 1.1 a Is this an accepted street?yes X no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Residential Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: William McGhee Northampton, MA 01060 Name(Print) City,State,ZIP 229 Prospect St (413)464-4517 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg.0 Number of Units Other 0 Specify:PV+ESS Brief Description of Proposed Work2: Install solar electric panels to the roof of existing home interconnected with the electrical grid 9.31 kW 23 panels with 2 Tesla Powerwall(rated at 27 kWh total)installed on exterior wall SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $12,000 1. Building Permit Fee: $ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $29,000 ❑Total Project Cost'(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees: $e J j Check Noll. Check Amount: Cash Amount: 6.Total Project Cost: $41,000 0 Paid in Full 0 Outstanding Balance Due: • City of Northampton rr, � S`S • st0 _,,,.. Massachusetts �� '<< f c wEll % L DEPARTMENT OF BUILDING INSPECTIONS y z * 212 Main Street • Municipal Building Jh � Northampton, MA 01060 ,,N `^��41,0� fY PROCEDURE FOR OBTAINING A BUILDING PERMIT FOR NEW 1 & 2 FAMILY DWELLING, ADDITIONS, POOLS, DECKS, ACCESSORY STRUCTURES, FENCES, GROUND MOUNTED SOLAR, ETC. I. Building Permit Application signed by legal owner and filled out by owner or authorized agent. 2. One set of plans and specifications of proposed work. (Digital and hard copy) 3. Site plan with location of proposed structure(s) and set backs. 4. Construction Debris Affidavit filled out and signed by applicant. 5. Worker's Compensation Insurance Affidavit filled out and signed by applicant. 6. Contractors must supply a copy of CS License, HIC Registration and proof of Liability Insurance. 7. Energy Conservation Compliance Certificate (new/ replacement windows). 8. Home Owner's License Exemption Form filled out and signed by Homeowner (if applicable). 9. Note any Conservation and/or special permit requirements (if applicable). 10. Driveway Permit (if applicable). 11. Proof of Water and Sewer entry fees paid (if applicable). 12. Trench Permit - public land by DPW/ private land by Building Dept. 13. Stretch Energy Code - all new construction will require a HERS Rater Affidavit to be submitted with permit application before issuance of permit. 14. Please provide the appropriate fee in the form of a check made payable to: The City of Northampton. SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 101687 9/13/24 Daniel Fonzi License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 24 St. Martin Dr. Bldg 2 Unit 11 No.and Street — _ Type Description Marlborough, MA, 01752 U Unrestricted(Buildings up to 35,000 Cu.ft.) R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry Tea Lf P y l RC Roofing Covering (�/; WS Window and Siding SF Solid Fuel Burning Appliances 978-420-2476 eoutslay@tesla.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 168572 3/6/25 Tesla Energy Operations HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 24 St. Martin Dr. Bldg 2 Unit 11 _ eoutslay( tesla.com No.and Street Email address Marlborough, MA, 01752 774-281-0377 City/Town,State,ZIP Telephone SECTION 6: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 12 No 0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S 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. see contract Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Z7a21 iat' 3/14/24 Print Owner's or Auth d Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: LOT SIZE: REAR LOT DIMENSION: REAR YARD SIDE YARD SIDE YARD FRONT SETBACK FRONTAGE City of Northampton 09.t t"M *,, , Massachusetts * �c /7 y K T t � ` �' DEPARTMENT OF BUILDING INSPECTIONS 's •r '+i �ry. ' 212 Main Street • Municipal Building'40159 Jh O� Y00 $4 Northampton, MA 01060 SNy ��•� CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: 229 Prospect St The debris will be transported by: Name of Hauler: E.L.Harvey & Sons @ Tesla warehouse Marlborough, MA Signature of Applicant: T aote..Q,1, 17: Date: 3/14/24 The F'rttnntonoveatth of Massachusetts tttttn� :t Deportment of lndustri Deportmentat Accidents i_ f Congress Street.Suite IN `•�` Boston.114 02114-2017 LAM" w„wtx_nta+_t.Kor/dirr dotter.'( ➢0mpt•nsation Insurance Af idas it:Builders(ontracturs:Lle triciaus:Plunnbrra_ Ito 111:111..1:1)t1%I III 111F.1%.:R\ll 17 t\r:,fit 11101{111. .tulalieant hula➢runation Please Print Legibly, Name 4'}tla,ir,L {.)t ,a .attotl Tesla Energy Operations Address: 24 St. Martin Dr. Bldg 2 Unit 11, Marlborough, MA, 01752 City State/Zip: Marlborough, MA, 01752 phone It: 774-281-0377 Arc?en in earplwer!Cheek the apperp h er bat: Type of project(required): 1.Q I zit a.nrplvwaa naht 5000 and tog pan-Linn:I.,* 7_ CI New construction nstruction 20 I amr a,uk pcuprociur ur lltutmer,Imp and ILIA L MI.L-mrplu➢wcr nurkutaa Cur rnL g, O Remodeling aan,apuit}..[Nu nutter,'emir..im.,urauI rvrl,wrad..f 9. ❑Demolition 3.0 1 am a ltu➢iouuaw-a duim a all nook nu,,c Il. No w amlaas'war..mu ucu ce caxl uaratl..l" 4.0 1 our a lu.InwxrnmLL4 and naLl 6e imam ie aI ra:utr,au cxntduct all%tale um fLV'crafpot3.. 1'Atli 10 Q Building addition ousun thtaE all conitacunn cinl➢er.hase worker anm m.,artio 1.ul+uraatu ca am.:cult, I I.IJ Electrical.repairs or additions pntpru:tuur,.n fah nu cutpkrmcs.. 12.p Plumbing repairs or addictions S.CO 1 am a ta.m.mal Lunualinr aatd 1'nut hind Clue,rub-Lumtracanr,Lisu.l um Clue anaattiud Aka_ Tlrcx,utb-reunLraeturx Iran Lampe Rcc,and Ira*a wart&r,'comp.nuoarawrc. 130 Ituuf trpaus 14_171Ot60 PV+ESS 6.0 Ike an:a a'u,lwera iuni aunt➢L?uFI,,L'rx kw ,fan 1,d aIuun retrial of Ltungplaun per 11(11 c. I !k11.1t.and wt:Ilea:nn aerrplurecs.[Nu•totem,'cramp.Incurarna:'rtgmucait. »Ar.y applicam than rlwLkx but«1 mint a6u ILI:I out Lkc seamen FI,I k,- shun Kw Glaen n ,rLt-,'�eL ma{M:n!YGUm pulicy tinier nation.. �fJ�r� llapr,u -uucr, nhtu mibtriu tins a1tL Iae➢t ImaluLa i IITL'LIi.. at'l'el.rtrrr all.,urk and Glr:r➢h11AL 9ran%idc li,n'li .burr.mud admit a roc*aFli !�In.latawuun r anc'h. I d.'untaaeaunt rlustcbua-k tla,but mum attascht W am'.Idlatn.emal shca slnua,km Glue uu;tma of Lkxu.ih.-euntrau.Lu%t dY aildirIhhur ut nut uhu a s c..aati Irate cnpluvcca. 11 ah:YntYLuattraI uz%[luni Largl'Itfx ll's.LIIa4 must prt„Id..7Cttic wnrl.cu,'oaomp.polrcn number. i ant an employer that is proridint•w'urLers"compensation insurance far m1'emplojvres. Beliow is the policy one:job site information. Insurance Company Nano: Zurich American Insurance co Policy#or Self-ins.Lic.#: 1074584-06 Expiration Date: 10/31/24 Job Site Address: 229 Prospect St cGi sinte.Zip: Northampton, MA 01060 Attach a coin of the workers'compensation policy deehnratioo page(shoe int;the policy number and expiration date). Failure to secure coverage as required under M(aL e. 152_ ,?_5A is a criminal violation punishable by a tine up to SI,500.00 and or one-year imprisonment,as well as cis.lI penalties rn the fitnit of a STOP WORK ORDER and a tine of up to 5250.(I0 a day against the violato➢r_A copy of this statt:mrnl may be I rtt irked to the Office of Investigations of the DIA fur insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Siinalure: Z7Gr4.1421�67G Dark: 3/14/24 Phone 774-281-0377 Official use only_ Do not!write in this area,to be completed hy city or town official ('its or Town: Permittitensc it Issuing.tuthorits [circle ono: I. Board of llealth 2.Building Department 3.('ity:Terssa Clerk 4.Electrical Inspector 5. Plumbing Instructor 6.Ober ('ontact Person: Phone#: City of Northampton ..• .•'' Massachusetts 4," '' DEPART[BNT OF BUILDING INSPECTIONS Z, 212 Main Street • Municipal Building ' . s Northampton, MA 01060 *PSI* 3'7°Jp HOMEOWNERS'EXEMPTION ELIGIBILITY AFFIDAVIT I, (insert full legal name), born _ (insert month, day, year), hereby depose and state the following: 1. I am seeking a building permit pursuant to the homeowners' exemption to the permit requirements of the Massachusetts State Building Code, codified at 780 CMR 110.R5.1.3.1, in connection with a project or work on a parcel of land to which I hold legal title. 2. I am not engaged in, and the project or work for which I am seeking the aforementioned homeowners'exemption, does not involve the field erection of manufactured buildings constructed in accordance with 780 CMR 110.R3. 3. I qualify under the State Building Code's definition of"homeowner"as defined at 780 CMR 110.R5.1.2: Person(s)who owns 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 home owner. 4. I do not hold a valid Massachusetts construction supervision license and, except to the extent that I qualify for and will abide by the Massachusetts State Building Code's requirements for the supervision of the project or work on my parcel, I am not engaged in construction supervision in connection with any project or work involving construction, reconstruction, alteration, repair, removal or demolition involving any activity regulated by any provision of the Massachusetts State Building Code. 5. If I engage any other person or persons for hire in connection with the aforementioned project or work on my parcel,I acknowledge that I am required to and will act as the supervisor for said project or work. Signed under the pains and penalties of perjury on this day of , 20_. (Signature) . I r1G I.tJIVIIVIIJIVVVGNL I rt 'JrVINJJNl.rtUJG I I Office of Consumer Affairs and Business Regulation 1000 Washington Street-Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration 3 7--=-----:agi-:-- --_7. ..xtfr ,,. Type: Supplement Card 1 168572 TESLA ENERGY OPERATIONS,INC_ ' �=I�:_ - n: 03/07/2025 1 TESLA RO :► —-- AUSTIN,TX 78725 --- Y .-- Z1 �V Q ' al Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:Supplement Card Office of Consumer Affairs and Business Regulation Registration Expiration 1000 Washington Street -Suite 710 158572 03i07/2025 Boston,MA 02118 TESLA ENERGY OPERATIONS,INC. DANIEL FONZI 155 FEDERAL ST Pa u421 r`et e, sTl_aQa BOSTCN.MA 92110 LIndersutretary Not valid witifutut signature Commonwealth of Massachusetts 9 Division of Occupational Licensure and of Buildin Re ulations and Standards Bo g f Const( rS rvisor cr CS-101687 a , r11111111111 Ejires: 09/13/2024 DANIEL D F IRS' „Alt V 390 ANDOVER S :' 4 al `-� WILAAINGTOI)'�A . I i i .- r 1j • 0 F 41 '''-.A.,-„i.rva '�a r`I4.on."win;Ar.e.i AM / /` !/ ' c w.... 1f ,.. .. ...ova III t ii•1JiVi iG.t VR(.t/ A, /1. LI 44,ll V—�i ACORO CERTIFICATE OF LIABILITY INSURANCE DATE(M023D/YYYY) 10/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 MARSH RISK& INSURANCE SERVICES NAME: FOUR EMBARCADERO CENTER,SUITE 1100 (A/C No.Ext): FAX No): - CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94111 ADDRESS: Attn:SanFrancisco.Certs@marsh.com/FAX 212-948-0398 INSURER(S)AFFORDING COVERAGE NAIC A CN102460432-EXP-5M-23-24 INSURER A:Zurich American Insurance Company 16535 INSURED INSURER B:N/A N/A Tesla Energy Operations,Inc. and all its subsidiaries INSURER C:American Zurich Insurance Company 40142 1 Tesla Road INSURER D:N/A N/A Austin,TX 78725 - - INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-003968148-05 REVISION NUMBER: 1 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 TYPE OF INSURANCE ADOL SUBR POLICY EFF POLICY/Y EXP LIMITS LTR INSD WVD POLICY NUMBER (MM/DDYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY GL01074588-06 10/31/2023 10/31/2024 EACH OCCURRENCE $ 5,030,000 CLAIMS-MADE X OCCUR ""Includes Host Liquor Liability' DAMAGE TO RENTED 2 500 000 PREMISES(Ea occurrence) $ X SIR:$1,000,000 MED EXP(Any one person) $ 5,000 X Tort Contrac Liab,No XCU Exd PERSONAL&ADV INJURY $ 5,000,000 GENt AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 5,000,000 X POLICY JECOT- LOC PRODUCTS-COMP/OP AGG $ N/A X OTHER: Premises&Operations only $ A AUTOMOBILE LIABILITY BAP 1074586-06 10/31/2023 10/31/2024 COMBINED SINGLE LIMIT $ 5,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ _ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ C WORKERS COMPENSATION WC 1074583-06(AOS) 10/31/2023 10/31/2024 X PER x OTH- AND EMPLOYERS'LIABILITY STATUTE ER A ANYPROPRIETOR PARTNER/EXECUTIVE Y/N WC 1074584-06(MA,WI) 10/31/2023 10/31/2024 1000 000 A OFFICER/MEMBEREXCLUDED7 N/A E.L.EACH ACCIDENT $ (Mandatory in NH) CA XSWC 1074585-06($50M is XS 10/31/2023 10/31/2024 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under "$10M SIR;$1M EE/EA is XS$10M SIR)" 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMB $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached it more space Is required) Evidence of Insurance CERTIFICATE HOLDER CANCELLATION Tesla Energy Operations,Inc SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE and all its subsidiaries THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 1 Tesla Road ACCORDANCE WITH THE POLICY PROVISIONS. Austin,TX 78725 AUTHORIZED REPRESENTATIVE bra!,�r.'a!e &ledaleuee Serviced ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Energy Purchase Terms Thanks for your purchase! Now that we have completed your order for your solar panel system(the"System"), including any Tesla Solar Inverters, Powerwall(s)and Wall Connector(s) you also ordered ("Tesla Products"), the next step is to prepare for and schedule installation. In the meantime, below are some basic terms we need you to agree to in order to make sure we are on the same page(and along with this document are some required disclosures for you to review as well). We look forward to working with you and are excited that you are joining our effort to transition the world to sustainable energy! 1. Your Purchase Price.You have agreed to purchase your System and the Tesla Product(s)at the price(s)described in your Price Sheet. Your Price Sheet,which is considered part of these purchase terms,includes taxes.You have 7 days after you receive the Price Sheet and these purchase terms to reject them. If you don't reject them, or if you move forward with scheduling your installation, that means you are agreeing to the Price Sheet and these purchase terms. 2. Updates to Price Sheet. Even though we have completed the initial design of your System,we might need to make changes to that design, which also means we might need to update the pricing or System size based on a variety of factors, such as installation complexity or product availability. If that happens,we will update the Price Sheet. You have 7 days after you receive the updated Price Sheet to reject it. If you don't reject it, or if you move forward with scheduling your installation, that means you are agreeing to the updated Price Sheet and authorize us to develop and submit permit packets and otherwise prepare for your upcoming installation. The updated Price Sheet replaces any prior Price Sheet and is considered part of these purchase terms that you are agreeing to (unless you rejected the update). Tesla can also decide to increase the size of your System at no additional cost to you. 3. Cancellation. At any point prior to the time when we deliver materials to your home in preparation for your installation, either of us can cancel your order for any reason provided that we let the other know in writing (so there is no misunderstanding). If we are responsible for canceling your order,we will return any deposits and upfront fees you have paid. If you cancel or cause us to cancel your order, your deposit and upfront fees are non-refundable. 4. Permission to Operate. Payment of your purchase price in full for your System includes Tesla ensuring that your System obtains "Permission to Operate" (or"PTO")from your utility, provided that PTO is required for your System. There can sometimes be delays in obtaining PTO. Tesla will work with you and your utility to try to minimize such delays. 5. Home Owner's Association. If your home is governed by a home owner's association or similar community organization, you are responsible for getting any required approvals and authorizations for your System. 6. Installation. We will contact you to schedule installation of your System. During installation, we might choose to make minor repairs commonly needed to install the System at no additional cost to you (like simple electric upgrades and roof preparation).We promise to repair or pay for damage we directly cause to your home or your property during installation of your System. If we fail to do that, please let us know, and we will make the repair(or have someone repair it) at our cost (and that will be your only remedy). But you need to let us know in writing and within a certain amount of time following the damage: within 10 years for solar System installations, 4 years for Powerwall installations and 1 year for Wall Connector installations and anything else. 7. Equipment Limited Warranties. Your solar panels come with a warranty from their manufacturer. The solar panel warranty will be at least 25 years and will guarantee at least 80% of nameplate capacity for at least 25 years. You agree we can make warranty claims for you for your solar panels and any non-Tesla products. If your order includes Tesla Solar Inverter(s), Powerwall(s), or Wall Connector(s), these Tesla Products are each covered by the Tesla Solar Inverter Limited Warranty, Tesla Powerwall Limited Warranty and Tesla Wall Connector Warranty, respectively. These warranties are considered part of these purchase terms. 8. Remote Monitoring and Firmware Upgrades. You agree that Testa can access your System and your Tesla Products remotely to monitor its performance, perform diagnostics and upgrade firmware. 9. Grid Services. We might contact you about ways in which your System can support the reliability of the electrical grid and you agree we can contact you for that reason. Solar Loan Agreement V 11.1.0.,11/27/2023 Tesla,Inc. 11800055 10. Tesla Intellectual Property.Tesla owns all patents,trademarks, copyrights, trade secrets and any other intellectual property rights associated with your Tesla Products. Tesla gives you a limited, non-exclusive, license to use any software embedded in your Tesla Products solely in connection with the use and operation of your Tesla Products. 11. Limitation of Liability. If there is a dispute, the maximum amount that either of us will have to pay the other is the price in the Price Sheet(as updated, if applicable)for anything arising out of these purchase terms. Also, neither of us will have to pay the other for any indirect damages (what lawyers call "special or consequential damages"). 12. Governing Law.These purchase terms are governed by the laws of the State where your System is installed. 13. Notices.You can find applicable lien notices,certain warnings required by law,and details of our insurance attached to these purchase terms. 14. Agreement to Arbitrate. Please read this part carefully because it means you are agreeing that any unresolved dispute between you and Tesla will not be decided by a judge or jury in a public courtroom, but instead by a single arbitrator in a private arbitration. If you have a dispute with Tesla, Inc. or its affiliates (which we call "Tesla") arising out of or relating to any aspect of this Agreement or your purchase of the System or your Tesla Products, please send us an email to resolutions@tesla.com, describing your dispute and how you would like it resolved. If it is not resolved within 60 days from the date of your email, you agree that your dispute can only be resolved by a single arbitrator in an arbitration administered by the American Arbitration Association (AAA) under its Consumer Arbitration Rules. This includes claims arising before you ordered your System or your Tesla Products (such as claims related to statements Tesla made about our Products). We will pay all AAA fees for any arbitration, which will be held in the city or county of your legal residence. To learn more about the Rules and how to begin an arbitration, you can call any AAA office or go to www.adr.org. The arbitrator can only resolve disputes between you and Tesla, and cannot consolidate claims from others without consent from you, Tesla, and the others. You can only bring claims in arbitration against Tesla in your individual capacity and not as a plaintiff or class member in any class or representative action (and the same is true for Tesla). If a court or arbitrator decides that any part of this agreement to arbitrate cannot be enforced as to a specific claim for relief or remedy (such as what lawyers call "injunctive" or "declaratory" relief), then that claim or remedy (and only that claim or remedy)will be carved out of the arbitration and can be filed in court; all other claims must be arbitrated. If you prefer, you can take your individual dispute to a small claims court instead. If you don't want to agree to arbitration, you can "opt out" of arbitration by sending us a letter within 30 days after placing your initial order for your System or your Tesla Products. Please send the letter to Tesla, Inc.; P.O. Box 15430; Fremont, CA 94539-7970 and include your name, your order number, the name of the Product you ordered, and a statement explaining your desire to opt out of arbitration. If you do not opt out,your agreement to arbitrate overrides any different arbitration agreement between us, including any arbitration agreement in a lease or finance contract. Solar Loan Agreement V 11.1.0.,11/27/2023 Tesla, Inc. 11800055 �" Energy Purchase Price Sheet (Home Improvement) Your information and installation location William McGhee 229 Prospect St Northampton, MA 01060-2280 4134644517 Tesla Notice Information Tesla, Inc. of 3500 Deer Creek Road, Palo Alto, CA, 94304 888-765-2489 MA HIC 187310 Installer Tesla Energy Operations, Inc. of 901 Page Avenue, Fremont, CA 94538 MA HIC 168572/22812-A System and Purchase Price Description of the Project and Description of the Significant Materials to be Used and Equipment to be Installed Solar System $23,719.00 9.3150 kW DC Solar Panels $4,753.44 Installation, Permitting, and Other Fees $17,529.91 Inverter(s) & Balance of System $1,785.68 Mounting Hardware $1,081.47 Referral Bonus ($500.00) 9.3150 kW Discount ($931.50) Powerwall $17,400.00 2 x Powerwalls $14,600.00 Powerwall Installation $5,900.00 1 x Gateway $900.00 Accessories $200.00 Powerwall + Solar Discount ($4,200.00) Taxes $0.00 Contract Price $41,119.00 Credit for Order Payment ($100.00) Amount Due $41,019.00 Schedule of Payments Paid at Order $100.00 Loan Amount $41,019.00 Tesla reserves the right to invoice you at any time for all work completed in the event that you cease to reasonably cooperate in progressing this job, such as by failing to provide Tesla with the necessary site access or assistance with completing permits or obtaining Permission to Operate from your utility. The schedule of progress payments must specifically describe each phase of work, including the type and amount of work or services scheduled to be supplied in each phase, along with the amount of each proposed progress payment. Solar Loan Agreement V 11.1.0.,11/27/2023 Tesla,Inc. 11800055 IT IS AGAINST THE LAW FOR A CONTRACTOR TO COLLECT PAYMENT FOR WORK NOT YET COMPLETED, OR FOR MATERIALS NOT YET DELIVERED. HOWEVER, A CONTRACTOR MAY REQUIRE A DOWNPAYMENT. If you are financing your System through Tesla, or one of our financing partners, or affiliates, the timing and amount of your payments (and any applicable interest accrued) will be subject to the terms and conditions of your agreement with your financier. If your financier fails to make payment on your behalf, or your financing is terminated by you or your financier, you will remain obligated to make payment under the terms of this Agreement. Approximate Installation Start Date 7-90 days from contract signing Approximate Completion Date 7-90 days from the day installation begins Signed by Your signature Tesla,Inc. William McGhee Name: William McGhee Date: 3/5/2024 4:31:18 PM +00:00 ✓�'� Name:Colby Hastings Title:Director,Residential Energy You are entitled to a completely filled in copy of this Agreement, signed by both you and Tesla, before any work may be started Solar Loan Agreement V 11.1.0.,11/27/2023 Tesla,Inc. 11800055 A T .�� 1 Tesla Road Austin.TX 78725 P 650 681 5100 F 650 681 5101 Version#97.7-1 NAS March 5,2024 Certification Letter Project/Job#0103708 Project Address: Mcghee Residence 229 Prospect St Northampton,MA 01060 AHJ Northampton Tesla Operations Center Marlborough Design Criteria: -Applicable Codes=Structure:MA Res.Code,9th Edition;PV:MA Res.Code,9th Edition,ASCE 7-10,and 2015 NDS -Risk Category=II -Wind Speed=120 mph(3-s Gust-Vult),Exposure Category C,Partially/Fully Enclosed Method -Ground Snow Load=40 psf -MP1:RDL=9 psf,RSL=35 psf,PVSL=28.1 psf -MP2:RDL=9 psf,RSL=35 psf,PVSL=28.1 psf -MP5:RDL=9 psf,RSL=35 psf,PVSL=28.1 psf -MP3:RDL=9 psf,RSL=35 psf,PVSL=28.1 psf Note: Per IBC 1613.1; Seismic check is not required because Ss=0.17<0.4g and Seismic Design Category(SDC)=B<D To Whom It May Concern, A structural evaluation of loading was conducted for the above address based on the design criteria listed above. Based on this evaluation,I certify that the alteration to the existing structure by installation of the PV system meets the prescriptive compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. Installer shall verify existing roof framing is in suitable condition and does not exhibit any signs of structural damage which may diminish the capacity of its members or connections prior to commencement of PV installation.Installer verification of the mounting planes noted above is required because some or all of the framing was not observed prior to the structural evaluation performed for this report. DIGITALLY SEALED ���"-cH OFMAs_ PAUL K. ��G i ZACHER I STRUCTURAL r; IF OA%/ONAL;G 03/07/2024 2xiier DN CN•P.1 Zecher, Paul Zacher°'S1N LI:1�',''�m,e Rocwile 5 Deb20240307 10 54 50-08'00' i • STRUCTURAL EVALUATION & HARDWARE DESIGN RESULTS SUMMARY TABLES Jobsite Specific Design Criteria Design Standard ASCE 7-10 Risk Category II Ultimate Wind Speed V-Ult 120 mph Fig. 1609A Exposure Category C Section 26.7 Ground Snow Load pg 40.0 psf Table 7-1 MP Specific Design Information MP Name MP1 MP2 MP5 MP3 Roofing Comp Roof Comp Roof Comp Roof Comp Roof _o a ZS Comp V4 with ZS Comp V4 with ZS Comp V4 with ZS Comp V4 with Standoff Q, Flashing Insert Flashing Insert Flashing Insert Flashing Insert a Si . o Pitch 22° 22° 22° 22° SLJRLL:PV 28.1 psf 28.1 psf 28.1 psf 28.1 psf SLJRLL:Non-PV 35.0 psf 35.0 psf 35.0 psf 35.0 psf Edge Zone Width 5.2 ft 5.2 ft 5.2 ft 5.2 ft Standoff Spacing and Layout MP Name MP1 MP2 MP5 MP3 Applied Wind Zone WZ1 WZ1 WZ1 WZ1 Wind Pressure -13.9 psf -13.9 psf -13.9 psf -13.9 psf o. X-Spacing 72" 72" 72" 72" a X-Cantilever 24" 24" 24" 24" U . -bo Y-Spacing 41" 41" 41" 41" c Y-Cantilever NA NA NA NA as - Uplift DCR 55.3% 55.3% 55.3% 55.3% X-Spacing 24" 24" 24" 24" .@ X-Cantilever 13" 13" 13" 13" o• Y-Spacing 74" 74" 74" 74" a Y-Cantilever NA NA NA NA Uplift DCR 33 3% 33.3% 33.3% 33.3% Layout Staggered Staggered Staggered Staggered Applied Wind Zone WZ2 WZ2 WZ2 WZ2 Wind Pressure -24 7 psf -24 7 psf -24 7 psf -24.7 psf n X-Spacing 48" 48" 48" 48" o X-Cantilever 23" 23" 23" 23" a Y-Spacing 41" 41" 41" 41" c Y-Cantilever NA NA NA NA "j Uplift DCR 69.2% 69.2% 69.2% 69.2% X-Spacing 24" 24" 24" 24" X-Cantilever 13" 13" 13" 13" o Y-Spacing 74" 74" 74" 74" a Y-Cantilever NA NA NA NA Uplift DCR 62.5% 62.5% 62.5% 625% Layout Staggered Staggered Staggered Staggered Applied Wind Zone WZ3 WZ3 WZ3 WZ3 Wind Pressure -38.6 psf -38.6 psf -38.6 psf -38.6 psf as X-Spacing 24" 24" 24" 24" a X-Cantilever 14" 14" 14" 14" 9 Y-Spacing 41" 41" 41" 41" c Y-Cantilever NA NA NA NA R - Uplift DCR 55.6% 55.6% 55.6% 55.6% X-Spacing Si X-Cantilever ✓ Y-Spacing a° Y-Cantilever Uplift DCR NA NA NA NA Layout Staggered Staggered Staggered Staggered 1.X and Y are maximums that are always relative to the structure framing that supports the PV. X is across framing members and Y is along framing members. 2.Where present,the green and red hatchin!in A.•lied Wind Zone rows corresponds to hatching on the Site Plan page of the plan set. Structure Qualification Results MP Name MP1 MP2 MP5 MP3 • Member Member Analysis Member Impact Member Impact Member Impact Evaluation OK Check OK Check OK Check OK Results w 24-01004-Mcghee-TRUSS Qty: 1 Truss: MP2 Customer: Generic SID: TID: 24-01004 Date: 03/07/24 Truss Mfr.Contact:System Administrator Page: 1 of 1 7-6-0 7-0-0 6-0-0 8-6-0 7-6-0 14-6-0 20-6-0 29-0-0 1 2 3 4 5 3x7 } S/12 -5/12 3.5x4$ 3.5x4s at I ua 4-1 4x5= 5x5-4-1 Z 11 rit X imi 1.5x3 4x7 3x7-18 1.5x3 7-6-0 1 3-3-12 1 3-8-4 1 6-0-0 1 8-6-0 7-6-0 10-9-12 14-6-0 20-6-0 29-0-0 1 6 7 8 9 10 5 29-0-0 'I 12 psf=9 psf Roof DL+3 psf PV Load Truss Weight - 103.4 lb Code/Desi-•• . - . 2/TPI-2007 Snow Load Specs Wind Load Specs Additional Design Checks PSF Liv: r- d. Dur Factors ASCE7-10 Ground Snow(Pg) - 40.0 psf ASCE7-10 Wind Speed(V) - 120 mph 10 psf Non-Concurrent BCLL: Yes TC 20.1 2.0 Live Wind Snow Risk Cat: II Terrain Cat: C Risk Cat: II Exposure Cat: C 20 psf BC Limited Storage: Yes BC 0.0 1.1. Lum 1.25 1.60 1.15 Roof Exposure: Sheltered Bldg Dims: L = 0.0 ft B = 0.0 ft 200 lb BC Accessible Ceiling: No Total 42.. Plt 1.25 1.60 1.15 Thermal Condition: All Others(1.0) M.R.H(h) - 24.0 ft Rzt = 1.0 300 lb TC Maintenance Load: No Spacing: 2-00-00 o.c. Plies: 1 Unobstructed Slippery Roof: No Bldg Enclosure: Enclosed 2000 lb TC Safe Load: No Repetitive Member Increase: Yes Low-Slope Minimums(Pfmin): No Wind DL(psf): TC - 12.0 BC = 6.0 Unbalanced TCLL: Yes Green Lumber: No Wet Service: No Unbalanced Snow Loads: No End Vertical Exposed: L = Yes R = Yes Fab Tolerance: 20% Creep (Kcr) - 1.5 Rain Surcharge: No Ice Dam Chk: No Wind Uplift Reporting: ASCE7 MWFRS OH Soffit Load: 2.0 psf Lu(max) - 20-00-00 CCC End Zone: 4-00-00 Material Summary Reaction Summary Deflection Summary TC 2x4 SPF SS Reaction Suavnary(Lbs) TrussSpan Limit Actual(in) Location BC 2x4 SPF SS Jot --X-Loc- React -Up- --Width- -Reqd -Mat PSI Vert LL Lr240 L/7321-0.17) 1- 6 Webs 2x4 OFF SS 1 01-12 1330 41 03-08 02-01 SPF 425 Vert DL L/120 L/792(-0.27) 10- 5 7 10-09-12 318 0 03-08 01-08 SPF 470 Vert TL L/180 L/503(-0.43) 10- 5 Member Forces Summary TR 28-10-04 1412 36 03-08 02-03 SPF 425 Horz LL 0.75in ( 0.07) en 5 Max CSI in TC PANEL 4 - 5 0.99 Max Horiz = -101 / +101 at Joint 1 Horz TL 1.25in ( 0.13) QJt 5 Max CSI in BC PANEL 6 - 7 0.74 Bracing Data Summary Max CSI in Web 8 - 4 0.80 Loads Summary Bracing Data This truss has been designed for the effects of an unbalanced top chord Chords; continuous except where shown ..Mem... Ten Comp .CSI. live load occurring at [14-06-00] using a 1.00 Full and 0.00 Reduced load Web Bracing -- None TC 1- 2 601 2557 0.67 factor. 2- 3 514 1770 0.57 See Loadcase Report for load combinations and additional details. Plate offsets(X,Y): 3- 4 507 1756 0.55 (None unless indicated below) 4- 5 587 2724 0.99 Notes Jntl(0,00-02), Jnt5(-00-14,00-101 BC 1- 6 2273 421 0.62 Plates designed for Cq at 0.80 and Rotational Tolerance of 10.0 degrees. 5-10 2405 408 0.63 Plates located at TC pitch breaks meet the prescriptive minimum size 6- 7 2273 421 0.74 requirement to transfer unblocked diaphragm loads across those joints. 7- 8 2273 421 0.74 This truss is not symmetric - proper orientation is critical. 8- 9 2405 408 0.53 9-10 2405 408 0.57 web 2- 6 160 24 0.02 2- 8 265 833 0.78 3- 8 792 154 0.12 4- 8 266 1037 0.80 4-10 345 0 0.05 NOTICE A copy of this design shall be furnished to the erection contractor.The design of this individual truss is based on design criteria and requirements supplied by Component Solutions the Truss Manufacturer and relies upon the accuracy and completeness of the information set forth by the Building Designer.A seal on this drawing indicates SI M PSON Truss Studio V acceptance of professional engineering responsibility solely for the truss component design shown.See the cover page and the important Information&General 2023 11.0.70 Notes'page for additional information.All connector plates shall be manufactured by Simpson Strong-Tie Company,Inc in accordance with ESR-2762.All connector St!tn lg,T 1Y plates are 20 gauge,unless the specified plate size is followed by a"-18'which indicates an 18 gauge plate,or"Sk 18',which indicates a high tension 18 gauge plate. E,gemy:2521r5RGT Or 12 psf=9 psf Roof DL+3 psf PV Load 24-01004-Meghee-TRUSS LOADCASE REPORT Truss: MP2 Customer Generic TCDL = Top Chord Dead Load BCDL = Bottom Chord Dead Load Page:1 of 3 TCLL = Top Chord Live Load BCLL = Bottom Chord Live Load LSC = Light Storage Load Zone - Partial Truss Load NCLL - Non-concurrent Live Load SID: Ps - Balance Snow Load WW/LW= Windward / Leeward Drift- Unbalanced Snow Drift TID: 24-01004 Truss Mfr.Contact:Syste administrator L»R = Left-to-Right Load L<<R = Right-to-Left Load MDL - Moving Distributed Load Date: 03/07/24 EQH = Horizontal Drag Load EQV = Vertical Drag Load MPL = Moving Point Load Code/Desi. . - 012/TPI-2007 Snow Load Specs Wind Load Specs Additional Design Checks PSF Live De.• Dur Factors ASCE7-10 Ground Snow)Pg) - 40.0 psf ASCE7-10 Wind Speed(V) - 120 mph 10 psf Non-Concurrent BCLL: Yes TC 20.0 .0 Live Wind Snow Risk Cat: II Terrain Cat: C Risk Cat: II Exposure Cat: C 20 psf BC Limited Storage: Yes BC 0.0 • • Lum 1.25 1.60 1.15 Roof Exposure: Sheltered Bldg Dims: L - 0.0 ft B - 0.0 ft 200 lb BC Accessible Ceiling: No Total 42.0 Plt 1.25 1.60 1.15 Thermal Condition: All Others(1.0) M.R.H(h) - 24.0 ft Kzt - 1.0 300 lb TC Maintenance Load: No Spacing: 2-00-00 o.c. Plies: 1 Unobstructed Slippery Roof: No Bldg Enclosure: Enclosed 2000 lb TC Safe Load: No Repetitive Member Increase: Yes Low-Slope Minimums(Pfmin): No Wind DL(psf): TC = 12.0 BC - 6.0 Unbalanced TCLL: Yes Green Lumber: No Wet Service: No Unbalanced Snow Loads: No End Vertical Exposed: L - Yes R - Yes Fab Tolerance: 20% Creep (Kcr) - 1.5 Rain Surcharge: No Ice Dam Chk: No Wind Uplift Reporting: ASCE7 MWFRS OH Soffit Load: 2.0 psf Lu(max) - 20-00-00 CCC End Zone: 4-00-00 Loadcase -- 1 Dead Load Only Dur Factors: 0.90 0.90 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead TCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead BCDL Vert 20.00 20.00 0 29-00-00 0 0 Top Dead TCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 2 Dead + Roof Live Dur Factors: 1.25 1.25 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -Y-be9-- -Y-end-- Top Dead TCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead BCDL Vert 20.00 20.00 0 29-00-00 0 0 Top Dead TCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top RoofLive TCLL Vert 40.00 40.00 0 14-06-00 04-01 6-04-09 Top RoofLive TCLL Vert 40.00 40.00 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 3 Dead + BCLL + LSC Our Factors: 1.00 1.00 Domain Type Name Dir plf-beg plf-end -x-be g-- -x-end-- -y-beg-- -y-end-- Top Dead TCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead BCDL Vert 20.00 20.00 0 29-00-00 0 0 Top Dead TCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 4 Dead + Roof Live + BCLL + LSC Dur Factors: 1.25 1.25 Domain Type Name Dir plf-beg plf-end -x-be g-- -x-end-- -y-beg-- -y-end-- Top Dead TCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead BCDL Vert 20.00 20.00 0 29-00-00 0 0 Top Dead TCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top RoofLive TCLL Vert 30.00 30.00 0 14-06-00 04-01 6-04-09 Top RoofLive TCLL Vert 30.00 30.00 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 5 Dead + RoofLive (Unbal Left); x = 14.50 Dur Factors: 1.25 1.25 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead TCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead BCDL Vert 20.00 20.00 0 29-00-00 0 0 Top Dead TCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top RoofLive TCLL * 1.00 Vert 40.00 40.00 0 14-06-00 04-01 6-04-09 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 6 Dead + RoofLive (Unbal Right); x - 14.50 Dur Factors: 1.25 1.25 Domain Type Name Dir plf-beg plf-end -x-be q-- -x-end-- -y-beg-- -y-end-- Top Dead TCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead BCDL Vert 20.00 20.00 0 29-00-00 0 0 Top Dead TCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top RoofLive TCLL * 1.00 Vert 40.00 40.00 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 7 Zones - Dead + Roof Live; (Bearing) Zone 1 of 2 Dur Factors: 1.25 1.25 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead TCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead BCDL Vert 20.00 20.00 0 29-00-00 0 0 Top Dead TCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top RoofLive Zone Live; truncated Vert 40.00 40.00 0 10-09-12 04-01 4-10-02 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 8 Zones - Dead + Roof Live; (Bearing) Zone 2 of 2 Dur Factors: 1.25 1.25 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead TCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead BCDL Vert 20.00 20.00 0 29-00-00 0 0 Top Dead TCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top RoofLive Zone Live; truncated Vert 40.00 40.00 10-09-12 14-06-00 4-10-02 6-04-09 Top RoofLive TCLL Vert 40.00 40.00 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 9 Dead + Live + Snow + LSC Dur Factors: 1.15 1.15 Domain Type Name Dir plf-beg plf-end -x-be q-- -x-end-- -y-beg-- -y-end-- Top Dead TCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead BCDL Vert 20.00 20.00 0 29-00-00 0 0 Top Dead TCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top Snow Ps Vert 46.20 46.20 0 14-06-00 04-01 6-04-09 Top Snow Ps Vert 46.20 46.20 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 10 Dead + Snow (Bal) Dur Factors: 1.15 1.15 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead TCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead BCDL Vert 20.00 20.00 0 29-00-00 0 0 Top Dead TCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Is Truss: MP2 Page:2 of 3 Top Snow Ps Vert 61.60 61.60 0 14-06-00 04-01 6-04-09 Top Snow Ps Vert 61.60 61.60 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 11 Dead Load Only (Factored) Dur Factors: 0.90 0.90 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead ReducedTCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead ReducedBCDL Vert 12.00 12.00 0 29-00-00 0 0 Top Dead ReducedTCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 12 C&C, L » R & L << R, Towards; Dead + Wind(+INT) Dur Factors: 1.60 1.60 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead TCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead BCDL Vert 20.00 20.00 0 29-00-00 0 0 Top Dead TCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top wind WL(+) Normal 19.20 19.20 0 14-06-00 04-01 6-04-09 Top Wind WL(+) Normal 19.20 19.20 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 13 C&C, L >> R & L « R, Towards; Dead + Wind(-INT) Dur Factors: 1.60 1.60 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead TCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead BCDL Vert 20.00 20.00 0 29-00-00 0 0 Top Dead TCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top Wind WL(+) Normal 19.20 19.20 0 14-06-00 04-01 6-04-09 Top Wind WL(+) Normal 19.20 19.20 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 14 C&C, L>>R, Away (Uplift);facDead + Wind(+INT) Dur Factors: 1.60 1.60 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead ReducedTCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead ReducedBCDL Vert 12.00 12.00 0 29-00-00 0 0 Top Dead ReducedTCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top Wind WL3(-) Normal -76.82 -76.82 0 4-00-00 04-01 2-00-01 Top Wind WL2(-) Normal -48.63 -48.63 4-00-00 14-06-00 2-00-01 6-04-09 Top Wind WL3(-) Normal -76.82 -76.82 14-06-00 18-06-00 6-04-09 4-08-09 Top Wind WL2(-) Normal -48.63 -48.63 18-06-00 29-00-00 4-08-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 15 C&C, L<<R, Away (Uplift);facDead + Wind(+INT) Dur Factors: 1.60 1.60 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead ReducedTCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead ReducedBCDL Vert 12.00 12.00 0 29-00-00 0 0 Top Dead ReducedTCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top Wind WL2(-) Normal -48.63 -48.63 0 10-06-00 04-01 4-08-09 Top Wind WL3(-) Normal -76.82 -76.82 10-06-00 14-06-00 4-08-09 6-04-09 Top Wind WL2(-) Normal -48.63 -48.63 14-06-00 25-00-00 6-04-09 2-00-01 Top Wind WL3(-) Normal -76.82 -76.82 25-00-00 29-00-00 2-00-01 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 16 C&C, L»R, Away (Uplift);facDead + Wind(-INT) Dur Factors: 1.60 1.60 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead ReducedTCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead ReducedBCDL Vert 12.00 12.00 0 29-00-00 0 0 Top Dead ReducedTCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top Wind WL3(-) Normal -64.13 -64.13 0 4-00-00 04-01 2-00-01 Top Wind WL2(-) Normal -35.94 -35.94 4-00-00 14-06-00 2-00-01 6-04-09 Top Wind WL3(-) Normal -64.13 -64.13 14-06-00 18-06-00 6-04-09 4-08-09 Top Wind WL2(-) Normal -35.94 -35.94 18-06-00 29-00-00 4-08-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 17 C&C, L«R, Away (Uplift);facDead + Wind(-INT) Dur Factors: 1.60 1.60 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead ReducedTCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead ReducedBCDL Vert 12.00 12.00 0 29-00-00 0 0 Top Dead ReducedTCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top Wind WL2(-) Normal -35.94 -35.94 0 10-06-00 04-01 4-08-09 Top Wind WL3(-) Normal -64.13 -64.13 10-06-00 14-06-00 4-08-09 6-04-09 Top Wind WL2(-) Normal -35.94 -35.94 14-06-00 25-00-00 6-04-09 2-00-01 Top Wind WL3(-) Normal -64.13 -64.13 25-00-00 29-00-00 2-00-01 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 18 MWFRS, L>>R, Case 1; facDead + Windwardl(L) + Leeward(R) Dur Factors: 1.60 1.60 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead ReducedTCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead ReducedBCDL Vert 12.00 12.00 0 29-00-00 0 0 Top Dead ReducedTCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top Wind WW1 L>>R Normal -21.61 -21.61 0 14-06-00 04-01 6-04-09 Top Wind LW_L»R Normal -24.31 -24.31 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 19 MWFRS, L>>R, Case 2; facDead + Windward2(L) + Leeward(R) Dur Factors: 1.60 1.60 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead ReducedTCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead ReducedBCDL Vert 12.00 12.00 0 29-00-00 0 0 Top Dead ReducedTCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top Wind WW2 L>>R Normal -6.94 -6.94 0 14-06-00 04-01 6-04-09 Top Wind LW_L»R Normal -24.31 -24.31 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf I Truss: MP2 Page:3 of 3 Loadcase -- 20 MWFRS, L<<R, Case 1; facDead + Leeward(L) + Windwardl(R) Dur Factors: 1.60 1.60 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead ReducedTCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead ReducedBCDL Vert 12.00 12.00 0 29-00-00 0 0 Top Dead ReducedTCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top Wind LW L<<R Normal -24.31 -24.31 0 14-06-00 04-01 6-04-09 Top Wind WW1_L«R Normal -21.61 -21.61 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 21 MWFRS, L<<R, Case 2; facDead + Leeward(L) + Windward2(R) Dur Factors: 1.60 1.60 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead ReducedTCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead ReducedBCDL Vert 12.00 12.00 0 29-00-00 0 0 Top Dead ReducedTCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top Wind LW L«R Normal -24.31 -24.31 0 14-06-00 04-01 6-04-09 Top Wind WW2_L«R Normal -6.94 -6.94 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 22 MWFRS, Wind parl-to-truss; facDead + WindPerp Dur Factors: 1.60 1.60 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead ReducedTCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead ReducedBCDL Vert 12.00 12.00 0 29-00-00 0 0 Top Dead ReducedTCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Top Wind Perp Normal -38.04 -38.04 0 14-06-00 04-01 6-04-09 Top Wind Perp Normal -38.04 -38.04 14-06-00 29-00-00 6-04-09 04-01 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf Loadcase -- 23 Dead + NCLL Dur Factors: 1.25 1.25 Domain Type Name Dir plf-beg plf-end -x-beg-- -x-end-- -y-beg-- -y-end-- Top Dead TCDL Vert 24.00 24.00 0 14-06-00 04-01 6-04-09 Bottom Dead BCDL Vert 20.00 20.00 0 29-00-00 0 0 Top Dead TCDL Vert 24.00 24.00 14-06-00 29-00-00 6-04-09 04-01 Bottom Live NCLL Vert 20.00 20.00 0 29-00-00 0 0 Domain Type Name Dir Lbs -x-loc-- -y-loc-- EQ plf sum DL plf