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14 WOODSIDE ST - BUILDING INSPECTION (2) i M21 4&r- 2 g�" I The Commonwealth of Massachusetts ° Board of Building Regulations and Standards CITY OF Massachusetts State Building Code, 780 CUR SALEM Revisedibfar Z011 Building Permit Application To Construct,Repair,Renovate Or Demolish a One-or Two-Family Dwelling Tins SectionFcn OSSictalUse ordly BuildingPennnNumber:'';' te� ed, -` Builrhng Offictat(Pent Namc) Signat'itre D- SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 14 Woodside St. Salem, MA 01970 1.1 a Is this an accepted street?yes. no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Sethackslit) 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:❑ Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑ Check if yesl] SECTION 2:--PROPERTY O.11 W14 SHIPr 2.1 Ownert of Record: Juan Martinez Salem, MA 01970 Name(Print) City,State,ZIP 14 Woodside Street 781-244-2188 bonefxCa)_gmail.com No.and Street Teteplwae Email AA&ess SECTION 3:DESCRIPTION OFPROPOSED WORK'(check all that apply) New Construction❑ Existing Building 0 Owner-Occupied M Repairs(s) Q. 1 Alteration(s) BI . Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units 2 1 Other ❑ Specify: Brief Description of Proposed work':replace 3 basement hopper windows and 1 1 st floor window, frame rear entry and install 2nd floor egress doorway 1st and 2nd floor demo partition wail -and install (3)1-5" x 16" LVL beams between bedroom and kitchen, dEywall paint. replace 9 temporary jark.,;With 3" stppl Inily column in bagemprit footings an pla SECTION 4,ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: + 'OfflCiat Use QOIy (Labor and Materials 1.Building $ 37 000.00 A. Bmlding Permit Fee. $ :Indicate how fee is Bete rnnied: 2.Electrical g OStandard CityrfowpApplicauonFee 350.00 ❑Total P[ojecr Cost (Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ Lisr 5.Mechanical (Fire $ Suppression) Total All I s. $ Check23o,_Check Amount.=._Cash Amount::_ 6.Total Project Cost: $ 37,350.00. ❑Paid io Full O Outstanding Balance Due p 41at t-L-_0 'm c.©,.�-T . 51211`I SECTION 5:.CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-089581 2/17/2016 William F. Haggar License Number Expiration Date Name of CSL Holder U List CSL Type(see below) 6 Ruskin Avenue No.and Street Type Description Methuen, MA 01844 U Unrestricted(Buildings u to 35,000 cu.ft. R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 978-265-2190 haggalw@cudeso.com I Insulation Telephone Email address D Demolition 51 Registered Home Improvement Contractor(HIC), Cudeso LLC 176265 81/2015 HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 6 Ruskin Avenue info@cudeso.com NFaS Uev) MA(11844 978-BW-1320 Email address City/Town,City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVITc.1S2 § 25C(6})PE Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in die denial of the Issuance of the building permit. Signed Affidavit Attached? Yes..........(@ No...........❑ SECTION 7a:OWNER AUTHORIZATION TO BECOMPLETED WHEN OWNER'S AGEN I`.OR CONTRACTOR APPLIES FOR BUH DING PERMIT I,as Owner of the subject property,hereby authorize Cudeso LLC to act on my behalf,in all matters relative to work authorized by this building permit application. 'AM N-Zq-ly Print Owner's 6fime(Electronic Signature) Date SECTION 76:OWNER'OR AUTHORIZED rr 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 ap is accurate to the best of my knowledge and understanding. PrintO er's or. ml d eirC tys,.r Electronic Signature) Wte I. An Owner who obtains a building permit to do hislher own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(111C)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.poy/oca Information on the Construction Supervisor License can be found at wwwmass.gov/dr)s 2. When substantial work is planned,provide the information below: - Total floor area.(sq..ft). (including garage,finished basctnentlattics,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" The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations I Congress Street, Suite 100 Boston, MA 02114-2017 www.massgov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): C'UDESO LLC Address: 6 RUSKIN AVENUE City/Stateg7 p: METHUEN MA 01844 Phone#: (978) 800-1320 Are you an employer? Check the appropriate box: Type of project(required): 1.® I am a employer-with 6 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the subcontractors 6. 0 New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ®Remodeling ship and have no employees These sub-contractors have g, E Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance3 ❑ Building addition required.] 5. Q We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their Al.[] Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t a 152, §1(4),and we have no employees. ZNo workers' 13.C)Other comp. insurance required.] *My applicant that checks box#1 must also fll out the section below showing their workers'compensation policy information. t Homeovmers who submit this affidavit indicating they are doing all work and thenhire outside contractors must submit a new affidavit indicating such. 4Contractors 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-contmcton;have employees,they must provide their workers'comp_policy number. I am an employer that is providing workers'compensation insarance for my employees below is thepoliey and jab site information. Insurance Company Name:ACE AMERICAN INSURANCE CO. Policy#or Self-ins. Lic. #:99981-422 Expiration Date: 10-31-14 Job Site Address: 1`4 WOODSIDE STREET City/State/Zip: SALEM, MA 01970 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the penalti of perjury that the information provided above is true and correct Signature: Date: Phone#: 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#: 4 CITY OF S�UEM N-LkSSACHUSEM BUILDLNG DEPARTNMNT 120 WASHLYGTON STREET,3' FLOOR TF- . (978) 745-9595 FAX(978) 740-9846 KI%,tBERLEY DRISCOLL MAYOR T HoMAs ST.PIERRB DIRECTOR OF PUBLIC PROPERTY/BU MDLNG CO%MSSIONER Construction Debris Disposal Affidavit (required for all demolition and renovation work) In accordance with the sixth edition of the State Building Code, 780 CMR section 111.5 Debris, and the provisions of MGL c 40, S 54; . Building Permit# is issued with the condition that the 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 transported by: Cudeso LLC, (enclosed trailer) (name of hauler) The debris will be disposed of in Northside Carting (name of facility) 210 Holt Road, North Andover, MA 01845 (address of facility) sin is of pe ant y�.29�y date Jc6riulTJx: RECEIVFU 1111J,LQ,6 14:00 Rightfax C3-1 11/13/2013 1 :58:24 PM PAGE 6/006 Fax Server ACC>m CERTIFICATE OF LIABILITY INSURANCE 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: N the eertilicate,holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not center rights to the certificate holder in lieu of such endomament(s). CONTACT ""E: HARRINGTON INSURANCE AGENCY INC FIIONE FA+ 493 CHICKERING RD E AX N.EO) NORTH ANDOVER,MA 01895 .M a INgURERIgIAFGegpINU CGVEHAGE N.VGR IMSURe-A:ACE AMERICAN INSURANCE CO R19URED - MSURER 9' CUDESO LLC msuPERc: 6 RUSKIN AVE wsuRERD: METHUEN,MA 01844 mguRER E: IN9L'flERF: A ES 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 RESPECTTO 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 SUN PIXICY EFP POl1CY UP DMA LTR TYPEOF DrSURANCE prSA NNO PCLICYNUM3ER MWOLYYY MWDW GENERALLIAMLny - M,TQ,,R,E.NT,E.D., CURRENCE S COMMERGAL UEN'ERAL LIABILITY S ERENTED.CLA."ADE OGCURM1 me .rscn)LB WVINNRY AG EGAIE S GCNLAGGREOATCUMnAP MSMM S.COMPICPAGG S P cy JECT LOCMOBILE U"UTYDIgINGLF LIMIT ANY AUTO .RIRY(Pal pe,rml S ALLPWWO SCH[OOULLn 8W!Y INNRY IPe,e[a MT 5 - AUTOS MMN WNEO - �OP[RTY PMAGE S IIIREOAUTOS AUTOS B DMMUSUALW6 OCf.UR EALN Of.I AIRRENfF. S E1�anUAe CUVMSNADE ACCREGATE g __ DEB RETENTIONS VAMNERSCOMPENSATION y WCSTAN- UTN_ ANDEMPLITYEWUJu ILnY yyyMMM TORY LIMNS EH ANY PROPRIETONPAATNEME%ECUTIV E.I_EAC.HACF.WENT $500.000 UEFCM,MEAIDEREXGLUX07 UUY NIA 9998L422 30-31-13 10-31-14 IMrWalen'o NH) - El DISEASE-EA EMPLOYEE $500.000 n tcG.xAvse Anne, et.DlseasEPDucYUMIi 1$500,000 w RATsxu CERTIFICATE HQLDER CANCELLATION f1ESCMPTION OFOPERATIONSI LOCAllON91 VEMICLE9 NpaeA ACORD 101.AUMtlonM PenulMe 9NNIUN.N nNre space N reeulrMl SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. . - AUTNOPige PEPPESENTATIVE ®10a8.2oic ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD _---= ffice of Consumeryt Reg ulatidaioIn 7 ffairs&Business o P^ _ ME IMPROVEMENT CONTRACTOR Reglstratlon A 5 _ 7,6286� - Explrahon 8;7/2015ij� Type: SuPPleme CUD ESOLLC. ���+��' r i WILLIAM HAGGAR �� /��a/ (3RUSKINAVE -METHUEN MA 018 `r,K9 � —s"'6 -.- 44 UnderseUnderse—_ t� Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS489581 rrn W ILI IAM F IIAGG ' 6 RUSIQN Ala METHUEN MA 8I84 Expiration Commissioner 02/17/2016 The Official Website of the Office of Consur er Affairs&Business Regulation(OCABR) 'p�h Consumer Affairs and Business Regulation v S Home Consumer Home Improvement Contracting - HIC Registration Complaints Registration 176265 Home Improvement Contractor Registration Home Pace Registrant CUDESO LLC. Name MAKSIM CRUZ Address 6 RUSKIN AVE. City, State Zip METHUEN, MA 01844 Expiration 08/01/2015 Date Complaints Details No complaints found for this registrant. You can also view arbitration and Guaranty Fund history. Back To Search ©2012 Corrrronw ealth of Massachusetts. Mass.Gov®is a registered service rrarkof the Corrrronwealth of Massachusetts. CUDu so Reskkntiai S Commercial Contractor A division of Xaggar Constrnrtlon CONSTRUCTION CONTRACT CONTRACTOR: CUDESO LLC 6 Ruskin Avenue Methuen, MA 01844 Max: (978)828-9694 E-Mail: cruzm@cudeso.com Bill: (978)265-2190 E-Mail: hagganv@cudeso.com Lic_MA.CSLt03084,MACSL089581,Lead RRP LR00171.8,HIC 176265 DATE:April 21, 2014 OWNER: Owner of Record Juan Martinez 14 Woodside Street Salem, MA 01970 PROJECT ADDRESS: 14 Woodside Street Salem, MA 01970 I. PARTIES This contract(hereinafter referred to as`Agreement' is made and entered into on this 29th day of April, 2014 , by and between Juan Martinez, (hereinafter referred to as"Owner); and CUDESO LLC, (hereinafter referred to as"Contractor"). In consideration of the mutual promises contained herein, Contractor agrees to perform the following work, subject to the terms and conditions below: if. GENERAL SCOPE OF WORK DESCRIPTION Basement: remove (2)temporary jacks and install(2) 3"steel tally columns, repair corroded pipe at water supply main Rear entryway:frame entryway and partition wall 1st Floor:demolish partition wall between kitchen and dining room and install LVL beams, frame closet for bedroom, install new bedroom doorway, remove and replace kitchen window with vinyl double hung window 2nd Floor. demolish partition wall between kitchen and dining room and install LVL beams,frame closet for bedroom, install new bedroom doorway, (Additional Scope of Work page(s) attached:_Yes_x No) A. LUMP SUM PRICE FOR ALL WORK ABOVE" $37,350.00 This Agreement will expire 15 days after the date at the top of page one of this Agreement if not accepted in writing by Owner-and returned to Contractor within that time. B. NOTES AND CLARIFICATIONS If any conflict should arise between the plans, specifications, addenda to plans, and this Agreement, then the terns and conditions of this Agreement shall be controlling and binding upon the parties to this Agreement. Ill. GENERAL CONDITIONS FOR THE AGREEMENT ABOVE A. SIONS C SIR Page 1 of 7 ontracdor Owner Owner This Agreement does not include labor or materials for the following work: 1. PROJECT-SPECIFIC EXCLUSIONS: n/a 2. STANDARD EXCLUSIONS: Unless specifically included in the "General Scope of Work"section above,this Agreement does not include labor or materials for the following work: Plans, engineering fees. Additional work required by governmental plan checkers on final"Red Lined"Job copy of plans that are yet to be issued.Testing,removal and disposal of any materials containing asbestos. Labor or materials required to repair or replace any Owner-supplied materials. Repair of concealed underground utilities not located on prints or physically staked out by Owner which are damaged during construction. Surveying that may be required to establish accurate property boundaries for setback purposes (fences and old stakes may not be located on actual property lines). Final construction cleaning (Contractor will leave site in "broom swept"condition). Landscaping and irrigation work of any kind. Temporary sanitation, power,or fencing. Removal of soils under house in order to obtain 18 inches (or code-required height)of clear space between bottom of joists and soil. Correction of concealed substandard framing. Rerouting/removal of vents, pipes, duds, structural members,wiring or conduits, steel mesh which may be discovered in the removal of walls or the cutting of openings in walls. Removal and replacement of existing rot or insect infestation. Failure of surrounding part of existing structure,despite Contractor's good faith efforts to minimize damage, such as plaster or drywall cracking and popped nails in adjacent rooms or blockage of pipes or plumbing fxtures caused by loosened rust within pipes.Construction of a continuously level foundation around structure (if lot is sloped more than 6 inches from front to back or side to side, Contractor will step the foundation in accordance with the slope of the lot). Exact matching of existing finishes. Public or private utifity connection fees.Repair of damage to roadways,driveways, or sidewalks that could occur when construction equipment and vehicles are being used in the normal course of construction.Cost of correcting errors and omissions by the Owner's design professionals and separate contractors. Cost of correcting/testing/remediating mold/fungus/mildew and organic pathogens unless caused by the sole and active negligence of Contractor as a direct result of a construction defect that caused sudden and significant water infiltration into a part of the structure. Cost of removing ponding ground water or other unusual concealed site conditions during__ excavation. Extra costs associated with refusal of caisson drilling, cave-ins, etc. Cost to modify and/or remanufacture custom brackets and other custom-fabricated materials that are manufactured per plans and/or specifications but do not fit properly into the structure. B. DATE OF WORK COMMENCEMENT AND SUBSTANTIAL COMPLETION Commence work: April 30, 2014. Construction time through substantial completion:Approximately 4 to 6 weeks, not including delays and adjustments for delays caused by: holidays; inclement weather; accidents;shortage of labor or materials;additional time required for Change Order and additional work; delays caused by Owner, Owner's design professionals, agents,and separate contractors; and other delays unavoidable or beyond the control of the Contractor. C. CHARGES FOR ADDITIONAL WORK: CONCEALED CONDITIONS, DEVIATION FROM SCOPE OF WORK,AND CHANGES IN THE WORK 1. CONCEALED CONDITIONS:This Agreement is based solely on the observations Contractor was able to make with the project in its condition at the time the work of this Agreement was bid. If additional concealed conditions are discovered once work has commenced_ or after this Agreement is execrated which were not visible at the time this Agreement was bid, Contractor will point out these concealed conditions to Owner, and these concealed conditions will be treated as Additional Work under this Agreement. Contractor and Owner may execute a Change Order for this Additional Work. Contractor is released, held harmless, and indemnified by Owner from all pre-existing mold, fungus, mildew, and organic pathogen problems and is not responsible for costs or damages associated with correcting, containing,testing, or remediating the same. 8 Page 2 of 7 Owner Owner 2. DEVIATION FROM SCOPE OF WORK:Any alteration or deviation from the Scope of Work referred to in this Agreement involving extra costs of materials or labor(including any overage on ALLOWANCE work and any changes in the Scope of Work required by Owner, Owner's design professional, Owner's agent, or governmental plan checkers or field building inspectors)wiH be treated as Additional Work under this Agreement resulting in an additional charge to Owner as set forth herein. Contractor and Owner may execute a Change Order for this Additional Work. Contractor to supervise, coordinate, and charge 10% profit and overhead on the following: all Additional Work under this Agreement, Additional Work caused by concealed conditions, all overages on ALLOWANCE work, all Owner-furnished materials, and all work of Owner's separate contractors who are working on site at same time as Contractor(any time in between when Contractor has commenced work and when the work is 100% complete by Contractor).The amount of the Additional Work will be reasonably determined by the Contractor. 3. RATES CHARGED FOR ALLOWANCE-ONLY AND TIME-AND-MATERIALS WORK: Journeyman Carpenter: $75 per hour;Apprentice Carpenter: $50 per hour; Laborer. $40 per hour; Contractor: $100 per hour; Subcontractor. Amount charged by Subcontractor plus 10%. Note: Contractor will charge for profit and overhead at the rate of 10% on aft work performed on a Time- and-Materials basis (on both materials and labor rates set forth in Section III.C. of this Agreement) and on all costs that exceed specifically stated ALLOWANCE estimates in the Agreement. D. PAYMENT SCHEDULE AND PAYMENT TERMS 1. PAYMENT SCHEDULE: Payments to be distributed as agrees by Owner, Contractor and Lender(Prospect Mortgage)with 4 progress payments. 2.PAYMENT OF CHANGE ORDERS/ADDITIONAL WORK: Payment for Additional Work is due upon completion of either all or part of the Additional Work and submittal of invoice by Contractor. 3.ADDITIONAL PAYMENTS FOR ALLOWANCE WORK AND RELATED CREDITS: Payment for work designated in the Agreement as ALLOWANCE work has been initially factored into the Lump Sum Price and Payment Schedule set forth in this Agreement. If the final amount of the ALLOWANCE work exceeds the line item ALLOWANCE amount in the Agreement,the difference between the final amount and the line item ALLOWANCE amount stated in the Agreement will be treated as Additional Work and is subject to Contractor's profit and overhead at the rate of 10%. If the final amount of the ALLOWANCE work is less than the ALLOWANCE line item amount listed in the Agreement, a credit will.be issued to Owner after all billings related to this particular line item ALLOWANCE work have been received by Contractor.This credit will be applied toward the final payment owing under the Agreement. Contractor profit and overhead and any supervisory labor will not be credited back to Owner for ALLOWANCE work. E.WARRANTY No warranty is provided by Contractor on any materials furnished by the Owner for installation. No warranty is provided on any existing materials that are moved and/or reinstalled by the Contractor within the dwelling or the property(including any warranty that existing/used materials will not be damaged during the removal and reinstallation process)_One year after substantial completion of the project,the Owner's sole remedy (for materials and labor) on all materials that are covered by a manufacturer's warranty is strictly with the manufacturer, not with the Contractor. Repair of the following items and related damages of every kind are specifically excluded from Contractor's warranty: problems caused by lack of Owner maintenance;problems caused by Owner abuse, Owner misuse, vandalism, Owner modification,or alteration; and ordinary wear and tear. Dama eS resulting from mold,fungus, and other organic pathogens are excluded from this warranty Page 3 of 7 ractor Owner Owner it unless caused by the sole and active negligence of contractor as a direct result of a construction defect which caused sudden and significant amounts of water infiltration into a part of the structure. Deviations that arise such as the minor cracking of concrete, stucco, and plaster, minor stress fractures in drywall due to the curing of lumber; warping and deflection of wood; shrinking/cracking of grouts and caulking;fading of paints and finishes exposed to sunlight are all typical (not material) defects in construction, and are strictly excluded from Contractor's warranty. THE EXPRESS WARRANTIES CONTAINED HEREIN ARE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY, HABITABILITY,OR FITNESS FOR A PARTICULAR USE OR PURPOSE. THIS LIMITED WARRANTY EXCLUDES CONSEQUENTIAL, INCIDENTAL,AND SPECIAL DAMAGES AND LIMITS THE DURATION OF IMPLIED WARRANTIES TO THE FULLEST EXTENT PERMISSIBLE UNDER STATE AND FEDERAL LAW.SOME STATES RESTRICT LIMITATIONS ON VARIOUS WARRANTIES, AND SO A CONSUMER'S RIGHTS UNDER THIS WARRANTY MAY VARY..THIS LIMITED WARRANTY MAY NOT BE VERBALLY MODIFIED BY ANY PERSON.THIS LIMITED WARRANTY IS GOVERNED BY THE LAWS OF THE STATE WHERE THE WORK WAS PERFORMED. F.WORK STOPPAGE AND TERMINATION OF CONTRACT FOR DEFAULT Contractor shall have the right to stop all work on the project and keep the job idle if payments are not made to Contractor strictly in accordance with the Payment Schedule in this Agreement, or if Owner repeatedly fails or refuses to furnish Contractor with access to the job site and/or product selections or information necessary for the advancement of Contractor's work. Simultaneous with stopping work on the project,the Contractor must give Owner written notice of the nature of Owner'$ material breach of this Agreement and must also give the Owner a 14-day period in which to cure this breach of contract. Owner to follow this same notice.procedure with Contractor if Owner alleges -Contractor is in material breach of this Agreement. If work is stopped due to any of the above reasons(or for any other material breach of contract by Owner)for a period of 14 days, and the Owner has failed to take significant steps to cure his default, then Contractor may, without prejudicing any other remedies Contractor may have, give written notice of termination of the Agreement to Owner and demand payment for aft completed work and materials ordered through the date of work stoppage, and any other reasonable loss sustained by Contractor, in.Gud_ing Contractor's Profit and Overhead at the rate of 10% on the balance of the incomplete work under the Agreement.Thereafter,Contractor is relieved from all other contractual duties, including all Punch List and warranty work. G. DISPUTE RESOLUTION AND ATTORNEY'S FEES Any controversy or claim arising out of or related to this Agreement involving an amount less than $5,000 (or the maximum limit of the Small Claims court) must be heard in the Small Claims Division of the Municipal Court in the county where the Contractor's office is located. Any dispute over the dollar limit of the Small Claims Court arising out of this Agreement shalt be submitted to an experienced private construction arbitrator that shall be mutually selected by the parties to conduct a binding arbitration in accordance with the arbitration laws of the state where the project is IoGated. The arbitrator shall be either a licensed attorney or retired judge who is familiar with construction law. If the parties can not mutually agree on an arbitrator within 30 days of written demand for arbitration,then either of the parties shall submit the dispute to binding arbitration before the American Arbitration Association in accordance with the Construction Industry Rules of the American Arbitration Association then in effect. Judgment upon the award may be entered in any Court having jurisdiction thereof. The prevailing party in any legal proceeding related to this Agreement shall be entitled to payment of reasonable attomey's fees, costs, and post-judgment interest at the legal rate. H.ENTIRE AGREEMENT,SEVERABILITY,AND MODIFICATION Page 4 of 7 rector Owner Owner This Agreement represents and contains the entire agreement and understanding between the parties. Prior discussions or verbal representations by Contractor or Owner that are not contained in this Agreement are not a part of this Agreement. In the event that any provision of this Agreement is at any time held by a Court to be invalid or unenforceable, the parties agree that all other provisions of this Agreement will remain in full force and effect.Any future modification of this Agreement should be made in writing and executed by Owner and Contractor. I.ADDITIONAL LEGAL NOTICES REQUIRED BY STATE OR FEDERAL LAW See page(s) attached-_x_Yes No Massachusetts Home Improvement Contract EPA RRP Renovate Right Sample Pre-Renovation Form J. ADDITIONAL TERMS AND CONDITIONS YOU MAY CANCEL THIS TRANSACTION,WITHOUT PENALTY OR OBLIGATION,WITHIN THREE BUSINESS DAYS FROM THE ABOVE DATE. IF YOU CANCEL, ANY PROPERTY TRADED IN,ANY PAYMENTS MADE BY YOU UNDER THE CONTRACT OR SALE,AND ANY NEGOTIABLE INSTRUMENTS EXECUTED BY YOU WILL BE RETURNED WITHIN TEN BUSINESS DAYS FOLLOWING RECEIPT BY THE SELLER OF YOU CANCELLATION NOTICE, AND ANY SECURITY INTEREST ARISING OUT OF THE TRANSACTION WILL BE CANCELLED. MATERIALS& PERMIT FEES SECURED BY CONTRACTOR SHALL_ BE PAID IN FULL WITH 10%q INTEREST FEE. I have read and understood, and I gtothe terms and conditions contained in the Agreement above. 4129114 _ DATE CON O NATURE 4 xf-14 ur 49 DATE ER'S SIGNATURE DATE OWNER'S SIGNATURE MASSACHUSETTS HOME IMPROVEMENT CONTRACT Contractor Arbitration The Home Improvement Contractor Law provides homeowners with the right to initiate an arbitration action (as an alternative to court action) if they have a dispute with a contractor.The same right is not automatically afforded to a contractor, however. The contractor would have to resolve any dispute he/she has with a homeowner in court unless both parties agree to the optional clause provided below. This clause would give the contractor the same right to arbitration as is afforded to the homeowner by the Home Improvement Contractor Law. The contractor and the homeowner hereby mutually agree in advance that in the event the contractor has a dispute concerning this contract,the contractor may submit the dispute to a private arbitration fine which has been approved by the Secretary of the Executive Office of Consumer Affairs and Business Regulation and the consumer shall be required to submit to such arbitration as provided In Massachusetts General Laws, chapter 142A. Page 5 of 7 -actor Owner Owner H eowner's Signature Con a NOTICE:The signatures of the parties above apply on y to the agreement of the parties to alternative dispute resolution initiated by the contractor.The homeowner may initiate alternative dispute resolution even where this section is not separately signed by the parties. Homeowner's Rights A homeowner's rights under the Home Improvement Contractor Law(MGL chapter 142A) and other consumer protection laws(i.e. MGL chapter 93A)may not be waived in any way, even by agreement. However, homeowners may be excluded from certain rights if the contractor they choose is not properly registered as prescribed by law. Homeowners who secure their own building permits are automatically excluded from all Guaranty Fund provisions of the Home Improvement Contractor Law. The contractor is responsible for completing the work as described, in a timely and workmanlike manner. Homeowners may be entitled to other specific legal rights if the contractor guarantees or provides an express warranty for workmanship or materials. In addition to guarantees or warranties provided by the contractor,all goods sold in Massachusetts carry an implied warranty of merchantability and fitness for a particular purpose. An enumeration of other matters on which the homeowner and contractor lawfully agree may be added to the terms of the contract as long as they do not restrict a homeowner's basic consumer rights. If you have questions about your consumer/homeowner rights, contact the Consumer Information Hotline(listed below). Execution of Contract The contract must be executed in duplicate and should not be signed until a copy of all exhibits and referenced documents have been attached. Parties are also advised not to sign the document until all blank sections have been filled in or marked as void,deleted, or not applicable. One original signed copy of the contract with attachments is to be given to the owner and the other kept by the contractor.Any modification to the original contract must be in writing and agreed to by both parties. Contracted work may not begin until both parties have received a fully executed copy of the contract, and the three day rescission period has expired. Accelerated Payments A contractor may not demand payments in advance of the dates specified on the payment schedule in cases where the homeowner deems him/herself to be financially insecure. However, in instances where a contractor deems him/herself to be financially insecure, the contractor may require that the balance of funds not yet due be placed in a joint escrow account as a prerequisite to continuing the contracted work. Withdrawal of funds from said account would require the signatures of both parties. Additional Information If you have general questions or need additional information about the Home Improvement Contractor Law or other consumer rights, or if you wish to obtain a free copy of"A Massachusetts Consumer Guide to Home Improvement"contact: Consumer Information Hotline Office of Consumer Affairs and Business Regulation 10 Park Plaza, Room 5170, Boston, MA 02116 617-973-8787,888-283-3757 or visit the OCABR website at http://www.mass.gov/ocabr/ If you want to verify the registration of a contractor or if you have questions or need additional information specifically about the contractor registration component of the Home Improvement Contractor Law, contact: Director of Home Improvement Contractor Registration Office of Consumer Affairs and Business Regulation 10 Park Plaza, Room 5170, Boston, MA 02116 61M73-8787, 888-283-3757 or visit the HIC website at http:/Avww.mass.gov/ocabr/ Go online to view the status of a Home Improvement Contractor's Registratiom hftp://db.state.ma.us/homeimprovement/licenseelist.asp For assistance with informal mediation of disputes or to register formal complaints against a business, call Consumer Complaint Section Office of the Attorney General 617-727-8400 AND/OR Better Business Bureau � Page 6 of 7 ctor Owner Owner 508-652-4800, 508-755-2548 or413-734-3114 Version 2.1 - 11/22/2010 NOTICE OF CANCELLATION YOU MAY CANCEL THIS TRANSACTION,WITHOUT PENALTY OR OBLIGATION,WITHIN THREE BUSINESS DAYS FROM THE ABOVE DATE. IF YOU CANCEL, ANY PROPERTY TRADED IN, ANY PAYMENTS MADE BY YOU UNDER THE CONTRACT OR SALE,AND ANY NEGOTIABLE INSTRUMENTS EXECUTED BY YOU WILL BE RETURNED WITHIN TEN BUSINESS DAYS FOLLOWING RECEIPT BY THE SELLER OF YOU CANCELLATION NOTICE,AND ANY SECURITY INTEREST ARISING OUT OF THE TRANSACTION WILL BE CANCELLED. IF YOU CANCEL, YOU MUST MAKE AVAILABLE TO THE SELLER AT YOUR RESIDENCE, IN SUBSTANTIALLY AS GOOD CONDITION AS WHEN RECEIVED, ANY GOODS DELIVERED TO YOU UNDER THIS CONTRACT OR SALE; OR YOU MAY, IF YOU WISH, COMPLY WITH THE INSTRUCTIONS OF THE SELLER REGARDING THE RETURN SHIPMENT OF THE GOODS AT THE SELLER'S EXPENSE AND RISK. IF YOU DO MAKE THE GOODS AVAILABLE TO THE SELLER AND THE SELLER DOES NOT PICK THEM UP WITHIN TWENTY DAYS OF THE DATE OF CANCELLATION YOU MAY RETAIN OR DESPOSE OF THE GOODS WITHOUT ANY FURTHER OBLIGATION. IF YOU FAIL TO MAKE THE GOODS AVAILABLE TO THE SELLER, OR IF YOU AGREE TO RETURN THE GOODS TO THE SELLER AND FAIL TO DO SO, THEN YOU REMAIN LIABLE FOR PERFORMANCE OF ALL OBLIGATIONS UNDER THE CONTRACT. TO CANCEL THIS TRANSACTION, MAIL OR DELIVER A SIGNED AND DATED COPY OF THIS CANCELLATION NOTICE OR ANY OTHER WRITTEN NOTICE, OR SEND A TELEGRAM TO CUDESO LLC AT 6 RUSKIN AVE, METHUEN, MA 01844 NOT LATER THAN MIDNIGHT OF 5/2/14. 1 HEREBY CANCEL THIS TRANSACTION. Date: Buyers Signature: cam Page 7 of 7 ractor O er Owner ®Boise Cascade Triple 1-1/2" x 16" VERSA-LAM@ 1.7 2650 SP Designs)F601 1 span I No cantilevers 1 0/12 slope Wednesday, April 30, 2014 BC CALCO Design Report-US 17-00-00 OCS Build 1757 File Name: 14 Woodside St Beam.bcc Job Name: Kitchen Expansion Description: Designs\FB01 Address: 14 Woodside Street Specifier: MFC City, State, Zip: Salem, MA 01970 Designer: MFC Customer: Juan Martinez Company: Cudeso LLC Code reports: ESR-1040 Misc: TT I I I I I I I I I I I I I 11 I I I I I I I I I I I I I I I Bo 12-06-00 b 81 Total Horizontal Product Length=12-06-00 Reaction Summary(Down /Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 4,250/0 1,189/0 5.312/0 4,250/0 81, 3-1/2" 4,250/0 1,189/0 5,312/0 4,250/0 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(IbtV2) L 00-00-00 12-06-00 40 10 17-00-00 2 Standard Load Unf.Area(Ib/ft42) L 00-00-00 12-06-00 50 40 17-00-00 Controls Summary Value %Allowable Duration Case Location Disclosure Pos. Moment 24,247 ft-Ibs 51.3% 115% 5 06-03-00 Completeness and accuracy of input must End Shear 6,187 Ibs 39.3% 115% 5 01-07-08 be verified by anyone who would rely on Total Load Defl. U596(0.242") 40.3% n/a 5 06-03-00 output as evidence of suitability for Live Load Defl. U695(0.208") 51.8% n/a 10 06-03-00 particular application.Output here based on building code-accepted design Max Defl. 0.242" 24.2% n/a 5 06-03-00 properties and analysis methods. Span/Depth 9 n/a n/a 0 00-00-00 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable BearingSupports building codes.To obtain Installation Guide ppoRs Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2 x 3-1/2' 8,361 Ibs 94.1% 70.8% Spruce Pine Fir (800)232-0786 before installation. B1 Post 3-12"x 3-1/2" 8,361 Ibs 94.1% 70.8% Spruce Pine Fir BC CALCO,BC FRAM ERO,AJSTs ALLJOISTO, BC RIM BOARDTe, BCIO, Cautions BOISE GLULAMie SIMPLE FRAMING Member Is not fully supported at post BO. A connector is required at this bearing. SYSTEM®,VERSA-LAM@,VERSA-RIM Member is not fully supported at post B1. A connector is required at this bearing. PLUS®,VERSA-RIM@, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Cascade Wood Products L.L.C. Design meets Cade minimum (U240)Total load deflection criteria. Design meets Code minimum (U360)Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully laterally braced. I ®Bolse cascade Triple 1-1/2" x 16" VERSA-LAM® 1.7 2650 SP Designs\FB01 1 span No cantilevers 1 0/12 slope Wednesday, April 30, 2014 BC CALC®Design Report-US 17-00-00 OCS Build 1757 File Name: 14 Woodside St Beam.bcc Job Name: Kitchen Expansion Description: Designs\FB01 Address: 14 Woodside Street Specifier: MFC City, State, Zip: Salem, MA 01970 Designer: MFC Customer: Juan Martinez Company: Cudeso LLC Code reports: ESR-1040 Misc: Connection Diagram Disclosure -�b d Completeness and accuracy of input must be verified by anyone who would rely on a - output as evidence of suitability for r particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=7' c= 17' (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER®,AJSTM Bolts are assumed to be Grade A307 or Grade 2 or higher. ALLJOIST®, BC RIM BOARDTM, BCI®, Member has no side loads. BOISE GLULAMTM,SIMPLE FRAMING Connectors are: 1/2 in. Staggered Through Bolt SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM D, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Page 2 of 2 General Data Name: Designs\FBO1 Design Type: Floor Beam 0/12 Number or spans: 1 Repetitive: n/a Left Cant. : No Construction: n/a Right Cant. : No Product Data Product name: 1-1/2" x 16" VERSA-LAM 1.7 2650 SP E / 10^6 = 1.70 psi EI / 10^6 = 2611.20 lb-in^2 K / 10^6 = 0.00 lbs Allowable resistive moment at 1000 = 41,067 ft-lbs Allowable end shear at 100% = 13, 680 lbs Allowable continuous shear at 100% = 13, 680 lbs Modification Factors Pos. Moment Load Duration 115.00 Lateral Stability 1.00 End Shear Load Duration 115.00 Member Bearing Load Duration 1.15 Member Final Load Cases : Span Data Load Case #0: (1.00D) 1.00 Dead Load Type Start Pos End Pos Start Value End Value Dead Load 00-02-12 12-03-04 170 lb/ft ---- Dead Load 00-02-12 12-03-04 20 lb/ft ---- Dead Load 00-00-00 ---- 39 lbs ---- Dead Load 00-00-00 ---- 5 lbs ---- Dead Load 12-06-00 ---- 39 lbs ---- Dead Load 12-06-00 ---- 5 lbs ---- Span 1 Moment Left: 0 ft-lbs Moment Right: -0 ft-lbs Bending: 3,448 ft-lbs Shear Left: -1, 134 lbs Shear Right: 1, 134 lbs Shear Red. Left: 254 lbs Shear Red. Right: 254 lbs Total Defl: 0.034" Total Neg. De£1: -0" Uplift: 0 lbs Reaction @ BO: 1, 189 lbs Load Case 11: (1.00D+I.00L) 1.00 Dead Load + 1.00 Live Load on span #1 -Type Start Pos End Pos Start Value End Value Dead Load 00-02-12 12-03-04 170 lb/ft ---- Live Load 00-02-12 12-03-04 680 lb/ft ---- -Dead Load 00-02-12 12-03-04 20 lb/ft ---- Dead Load 00-00-00 ---- 39 lbs ---- Live Load 00-00-00 ---- 156 lbs ---- Dead Load 00-00-00 ---- 5 lbs ---- Dead Load 12-06-00 ---- 39 lbs ---- Live Load 12-06-00 ---- 156 lbs ---- Dead Load 12-06-00 ---- 5 lbs ---- Span 1 Moment Left: 0 ft-lbs Moment Right: -0 ft-lbs Bending: 15, 773 ft-lbs Shear Left: -5,185 lbs Shear Right: 5, 185 lbs Shear Red. Left: 1, 160 lbs Shear Red. Right: 1,160 lbs Total Defl: 0.158" Total Neg. Defl: -0" Uplift: 0 lbs Reaction @ BO: 5, 439 lbs Load Case #2: (1.00D+I.00Lr) 1.00 Dead Load + 1.00 Roof Live Load on span #1 Type Start Pos End Pos Start Value End Value Dead Load 00-02-12 12-03-04 170 lb/ft ---- Dead Load 00-02-12 12-03-04 20 lb/ft ---- Roof Live Load 00-02-12 12-03-04 680 lb/ft ---- Dead Load 00-00-00 ---- 39 lbs ---- Dead Load 00-00-00 ---- 5 lbs ---- Roof Live Load 00-00-00 ---- 156 lbs ---- Dead Load 12-06-00 ---- 39 lbs ---- Dead Load 12-06-00 ---- 5 lbs ---- Roof Live Load 12-06-00 ---- 156 lbs ---- Span I Moment Left: 0 ft-lbs Moment Right: -0 ft-lbs Bending: 15, 773 ft-lbs Shear Left: -5,185 lbs Shear Right: 5, 185 lbs Shear Red. Left: 1, 160 lbs Shear Red. Right: 1, 160 lbs Total Defl: 0.158" Total Neg. Defl: -0" Uplift: 0 lbs Reaction @ BO: 5,439 lbs Load Case #3: (1.00D+I.00S) 1.00 Dead Load + 1.00 Snow Load on span #1 Type Start Pos End Pos Start Value End Value Dead Load 00-02-12 12-03-04 170 lb/ft ---- Dead Load 00-02-12 12-03-04 20 lb/ft ---- Snow Load 00-02-12 12-03-04 850 lb/ft ---- Dead Load 00-00-00 ---- 39 lbs ---- Dead Load 00-00-00 ---- 5 lbs ---- Snow Load 00-00-00 ---- 195 lbs ---- Dead Load 12-06-00 ---- 39 lbs ---- Dead Load 12-06-00 ---- 5 lbs ---- Snow Load 12-06-00 ---- 195 lbs ---- Span 1 Moment Left: 0 £t-lbs Moment Right: -0 ft-lbs Bending: 18, 855 ft-lbs Shear Left: -6, 198 lbs Shear Right: 6, 198 lbs Shear Red. Left: 1, 387 lbs Shear Red. Right: 1, 387 lbs Total Defl: 0.188" Total Neg. Defl: -0" Uplift: 0 lbs Reaction @ BO: 6,502 lbs Load Case #4: (1.00D+0.75L+0.75Lr) 1.00 Dead Load + 0.75 Live Load on span #1 + 0.75 Roof Live Load on span #1 Type Start Pos End Pos Start Value End Value Dead Load 00-02-12 12-03-04 170 lb/ft ---- Live Load 00-02-12 12-03-04 680 lb/ft ---- Dead Load 00-02-12 12-03-04 20 lb/ft ---- Roof Live Load 00-02-12 12-03-04 680 lb/ft ---- Dead Load 00-00-00 ---- 39 lbs ---- Live Load 00-00-00 ---- 156 lbs ---- Dead Load 00-00-00 ---- 5 lbs ---- Roof Live Load 00-00-00 ---- 156 lbs ---- Dead Load 12-06-00 ---- 39 lbs ---- Live Load 12-06-00 ---- 156 lbs ---- Dead Load 12-06-00 ---- 5 lbs ---- Roof Live Load 12-06-00 ---- 156 lbs ---- Span 1 Moment Left: 0 ft-lbs Moment Right: -0 ft-lbs Bending: 21, 936 ft-lbs Shear Left: -7,211 lbs Shear Right: 7,211 lbs Shear Red. Left: 1, 614 lbs Shear Red. Right: 1, 614 lbs Total Defl: 0.219" Total Neg. Defl: -0" Uplift: 0 lbs Reaction @ BO: 7, 564 lbs Load Case #5: (1.00D+0.75S+0.75L) 1.00 Dead Load + 0.75 Live Load on span #1 + 0.75 Snow Load on span #1 Type Start Pos End Pos Start Value End Value Dead Load 00-02-12 12-03-04 170 lb/ft ---- Live Load 00-02-12 12-03-04 680 lb/ft ---- Dead Load 00-02-12 12-03-04 20 lb/ft ---- Snow Load 00-02-12 12-03-04 850 lb/ft ---- Dead Load 00-00-00 ---- 39 lbs ---- Live Load 00-00-00 ---- 156 lbs ---- Dead Load 00-00-00 ---- 5 lbs ---- Snow Load 00-00-00 ---- 195 lbs ---- Dead Load 12-06-00 ---- 39 lbs ---- Live Load 12-06-00 ---- 156 lbs ---- Dead Load 12-06-00 ---- 5 lbs ---- Snow Load 12-06-00 ---- 195 lbs ---- Span 1 Moment Left: 0 ft-lbs Moment Right: -0 ft-lbs Bending: 24,247 ft-lbs Shear Left: -7, 971 lbs Shear Right: 7, 971 lbs Shear Red. Left: 1,784 lbs Shear Red. Right: 1,784 lbs Total Defl: 0.242" Total Neg. Defl: -0" Uplift: 0 lbs Reaction @ BO: 8, 361 lbs Load Case #6: (1.00L) 1.00 Live Load on span #1 Type Start Pos End Pos Start Value End Value Live Load 00-02-12 12-03-04 680 lb/ft ---- Live Load 00-00-00 ---- 156 lbs ---- Live Load 12-06-00 ---- 156 lbs ---- Span 1 Moment Left: 0 ft-lbs Moment Right: -0 ft-lbs Bending: 12, 325 ft-lbs Shear Left: -4,052 lbs Shear Right: 4, 052 lbs Shear Red. Left: 907 lbs Shear Red. Right: 907 lbs Total Defl: 0.123" Total Neg. Defl: -0" Uplift: 0 lbs Reaction @ BO: 4,250 lbs Load Case #7: (1.00Lr) 1.00 Roof Live Load on span #1 Type Start Pos End Pos Start Value End Value Roof Live Load 00-02-12 12-03-04 680 lb/ft ---- Roof Live Load 00-00-00 ---- 156 lbs ---- Roof Live Load 12-06-00 ---- 156 lbs ---- Span 1 Moment Left: 0 ft-lbs Moment Right: -0 ft-lbs Bending: 12,325 ft-lbs Shear Left: -4, 052 lbs Shear Right: 4, 052 lbs Shear Red. Left: 907 lbs Shear Red. Right: 907 lbs Total Defl: 0.123" Total Neg. Defl: -0" Uplift: 0 lbs Reaction @ BO: 4,250 lbs Load Case #8: (1.00S) 1.00 Snow Load on span #1 'Type Start Pos End Pos Start Value End Value Snow Load 00-02-12 12-03-04 850 lb/£t ---- Snow Load 00-00-00 ---- 195 lbs ---- -Snow Load 12-06-00 ---- 195 lbs ---- Span 1 Moment Left: 0 ft-lbs Moment Right: -0 ft-lbs Bending: 15, 406 ft-lbs Shear Left: -5,065 lbs Shear Right: 5, 065 lbs Shear Red. Left: 1, 133 lbs Shear Red. Right: 1,133 lbs Total Defl: 0.154" Total Neg. Defl: -0" Uplift: 0 lbs Reaction @ BO: 5, 312 lbs Load Case #9: (0.75L+0.75Lr) 0.75 Live Load on span #1 + 0.75 Roof Live Load on span #1 Type Start Pos End Pos Start Value End Value Live Load 00-02-12 12-03-04 680 lb/ft ---- Roof Live Load 00-02-12 12-03-04 680 lb/ft ---- Live Load 00-00-00 ---- 156 lbs ---- Roof Live Load 00-00-00 ---- 156 lbs ---- Live Load 12-06-00 ---- 156 lbs ---- Roof Live Load 12-06-00 ---- 156 lbs ---- Span 1 Moment Left: 0 ft-lbs Moment Right: -0 ft-lbs Bending: 18, 488 ft-lbs Shear Left: -6, 078 lbs Shear Right: 6, 078 lbs Shear Red. Left: 1, 360 lbs Shear Red. Right: 1, 360 lbs Total Defl: 0.185" Total Neg. Defl: -0" Uplift: 0 lbs Reaction @ BO: 6,375 lbs Load Case #10: (0.75S+0.75L) - 0.75 Live Load on span #1 + 0.75 Snow Load on span #1 Type Start Pos End Pos Start Value End Value Live Load 00-02-12 12-03-04 680 lb/ft ---- Snow Load 00-02-12 12-03-04 850 lb/ft ---- Live Load 00-00-00 ---- 156 lbs ---- Snow Load 00-00-00 ---- 195 lbs ---- Live Load 12-06-00 ---- 156 lbs ---- Snow Load 12-06-00 ---- 195 lbs ---- Span 1 Moment Left: 0 ft-lbs -Moment Right: -0 ft-lbs Bending: 20, 799 ft-lbs Shear Left: -6, 837 lbs Shear Right: 6, 837 lbs Shear Red. Left: 1, 530 lbs Shear Red. Right: 1, 530 lbs Total Defl: 0.208" Total Neg. Defl: -0" Uplift: 0 lbs Reaction @ BO: 7, 172 lbs Member Final Load Cases : Maximums Load Case #0: (1.00D) 1.00 Dead Load Max Moment Span: 1 3, 448 ft-lbs Max Shear Span: 1 1, 134 lbs Load Case #1: (1.00D+I.00L) 1.00 Dead Load + 1.00 Live Load on span #1 Max Moment Span: 1 15, 773 ft-lbs Max Shear Span: 1 5, 185 lbs Load Case #2: (1.00D+I.00Lr) 1.00 Dead Load + 1.00 Roof Live Load on span #1 Max Moment Span: 1 15, 773 ft-lbs Max Shear Span: 1 5, 185 lbs Load Case #3: (I.00D+LOOS) 1.00 Dead Load + 1.00 Snow Load on span #1 Max Moment Span: 1 18,855 ft-lbs Max Shear Span: 1 6,198 lbs Load Case #4: (I.00D+0.75L+0.75Lr) 1.00 Dead Load + 0.75 Live Load on span #1 + 0.75 Roof Live Load on span #1 Max Moment Span: 1 21, 936 ft-lbs Max Shear Span: 1 7,211 lbs Load Case #5: (1.00D+0.75S+0.75L) 1.00 Dead Load + 0.75 Live Load on span #1 + 0.75 Snow Load on span #1 Max Moment Span: 1 24, 247 ft-lbs Max Shear Span: 1 7, 971 lbs Load Case #6: (1.00L) 1.00 Live Load on span #1 Max Moment Span: 1 12, 325 ft-lbs Max Shear Span: 1 4, 052 lbs Load Case #7: (1.00Lr) 1.00 Roof Live Load on span #1 Max Moment Span: 1 12, 325 ft-lbs Max Shear Span: 1 4, 052 lbs L6ad Case #8: (1.00S) 1.00 Snow Load on span #1 -Max Moment Span: 1 15,406 ft-lbs Max Shear Span: 1 5, 065 lbs Load Case #9: (0.75L+0.75Lr) 0.75 Live Load on span #1 + 0.75 Roof Live Load on span #1 Max Moment Span: 1 18,488 ft-lbs Max Shear Span: 1 6,078 lbs Load Case #10: (0.75S+0.75L) 0.75 Live Load on span #1 + 0.75 Snow Load on span #1 Max Moment Span: 1 20, 799 ft-lbs Max Shear Span: 1 6, 837 lbs h