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Building Permit # 12/29/2016
E OORTH q O ,i�ea BUILDING PERMIT TOWN OF NORTH ANDOVER ° ; APPL'1CA. ON FOR PLAN EXAMINATION ' Permit NO: �� Date Received i ' ^pA a.,�r._�. `� �= Date Issued: A e5���� PORTANT: Applicant must complete all items on this page rz I ROPERTY irkk � TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑ Two or more family ❑ Industrial 16,Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ptic ❑Well D 1=1+ odplslr L[ +Vetlrtds �Crrsld DCtt or e . Identification Please Type or Print Clearly) OWNER: Name: L1111', an&��nu_��aA'Obu Phone: G1�],' 5 21., . S32Y Address: 52 H k ilQ ttITFATtR 1I dd uer�trsor�s Co�rctr� L1Crse t . Esme �FrI rCIi1IC Men, L1Cerr�e ARCHITECT/ENGINEER Phone: Cf'�}ps �, ce3-no o2 Address: !&JL_c�le J71v 3__C.L, I �d /L4/ Reg. No. Ll rJ 2Sr FEE SCHEDULE:BULDING PERMIT:$12.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cos : $_1?��a rj. FEE: $ 1 f� Check No.: _ _ _ Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agentl+ uvne _Srgn'at re:0 oontr�ctor F own of 2Andover , 0 10 No. h ver, Mas O LA 3 COCMIc„E WICK ^' Rare o p.P ,�S U BOARD OF HEALTH Food/Kitchen PE I Septic System THIS CERTIFIES THAT ... -.. .� _ BUILDING INSPECTOR has permission to erect................. ...... buildings on ..... .. ..... . ,,,,, Foundation .. n !� ' ..4., .L. .it w�� Rough to be occupied as .,...... .. . , Chimney provided that the person accepting this permit shall in every respect con orm to the terms of the application rind on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 IONTHIS jo ELECTRICAL INSPECTOR UNLESS CONSTRUCT TA Rough Ar Service ...... .. ........... Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupr Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. BUSINESS CONDITIONS TO THIS CONSTRUCTION CONTRACT This Contract, dated 06/30/2016 is by and between: i Danielle and John Wolf 524 Rea Street North Andover, MA 01845 Blackdog project code WOLF-16823 (Hereafter referred to as OWNER), and Blackdog Builders, Inc. 7 Redroof Lane, Unit#1 Salem, NH 03079 (603) 898-0868 (Hereafter referred to as CONTRACTOR). Work will be performed at: 524 Rea Street, North Andover, MA 01845 (Hereafter referred to as PROPERTY) 1. GENERAL This CONTRACT is for the following work and materials to be performed by the CONTRACTOR on the PROPERTY address shown above. The project is generally described as follows: Master Bath, Kids Bath and First Floor Remodel (Hereafter referred to as WORK) The CONTRACT consists of this document, any plans, the specifications, the Blackdog client package and the Construction Contract. (Hereafter collectively referred to as the "CONTRACT') 2. PRICE The total price for the WORK agreed upon is $139,427.08. Payment terms are set out below in Paragraph 6. This proposal may be withdrawn by us if not accepted within thirty(30) days. 3. STARTING AND SUBSTANTIAL COMPLETION PROVISIONS lio %4 7 civ . The WORK will begin on approximately 112017 and will substantially completed, on 312017 or (412017 if started later in January), absent unusual or unforeseen circumstances beyond the control of the CONTRACTOR, and providing this CONTRACT and any related CONTRACT documents are accepted when presented. Projects requiring two contracts (one for construction work and one for bath or kitchen product) will not be slotted into the schedule until both agreements have been executed. The aforementioned dates reflect our present workload. Projects are assigned a slot in our work schedule as they are accepted, on a first come first served basis. These dates may move based on the completion time of the project that immediately preceded yours. 4. PERMITS AND APPLICABLE CODES, COMPLIANCE WITH LOCAL LAW All work to be done under this CONTRACT will be in accordance with local, state and county building code. The CONTRACTOR shall obtain all necessary permits and pay all required permit and plan fees from the CONTRACT sum, unless otherwise agreed. The CONTRACT price does not include any fees, which may be incurred to obtain a variance, if required. The CONTRACT price does not include any unbid items required by any local building official to bring the project into compliance with any relevant local, state and county building code. 5. SPECIFIC REQUIREMENTS FOR MATERIALS AND WORKMANSHIP 06/30/2016 Contract Proposal—Page 4 of 37- a. This CONTRACT will be completed by the CONTRACTOR in a good and workmanlike manner, using quality materials. b. If applicable, the CONTRACT price includes the following allowances: See allowances under specifications. 6. PAYMENT a. Timely payment by the OWNER of all sums due under this CONTRACT is of the essence to this CONTRACT. The parties agree to the following schedule of payments: t F- �� Deposit with this contract: $20,914.06 C L"'s, -2vs ���l b. Payment Schedule w Start of project $15,576.00 Start of plumbing rough-in $15,576.00 Start of electrical rough-in $15,576.00 Start of drywall hanging $15,576.00 Start of countertops $15,576.00 Start of floor covering $15,576.00 Start of painting $15,576.00 Substantial Completion $5,925.65 Completion of Punch List $3,555.37 c. Allowances for Owner Selected Components d. The CONTRACTOR may cease operations if any payment is not made by the OWNER as required herein, and proceed to collect any balance due through any remedy provided by law. Payments are due when the aforementioned progress milestones have been reached. It is understood that minor adjustments to the payments schedule may be necessary due to the flow of work or delays beyond the control of the CONTRACTOR. e. Delays in payment in excess of thirty (30) days shall be subject to interest charges of 18% per annum, and no event higher than the maximum interest rate provided by law. If the CONTRACTOR is required to engage the services of a collection agency or an attorney, the OWNER agrees to reimburse the CONTRACTOR for any reasonable attorney's fees and expenses expended in order to collect the unpaid balance. f. DEFINITIONS Substantially complete-The space or project is substantially complete when the space or project can be used for its intended purpose and only punch list items remain. Punch list -Work or product that has not been performed or provided. Warranty item -A product or service that has been provided or performed that does not meet or exceed industry standards. THESE CONDITIONS MUST BE ACCOMPANIED BY THE CONSTRUCTION CONTRACT 06/30/2016 Contract Proposal—Page 5 of 37 CONSTRUCTION CONTRACT This Contract is by and between: Danielle and John Wolf hereafter referred to as "OWNER", and Blackdog Builders, Inc hereafter referred to as "CONTRACTOR" for work at 524 Rea Street, North Andover, MA 01845 dated 0613012016. This CONTRACT consists of this document, any plans, the Specifications and Business Terms that are enclosed and the Blackdog Builders Client Package. (Hereafter collectively referred to as the "CONTRACT") I. CONTRACTOR'S DUTIES -- GENERAL a. To direct and control the work contracted for in accordance with the terms of this CONTRACT and all applicable codes, laws, and regulations, and as the building permits issued for this project, if any, require. b. To inspect the site, examine the plans and specifications, if any, and supervise all of CONTRACTOR's employees, and to direct the work of all subcontractors selected by CONTRACTOR. c. To maintain the work site in a safe and clean condition, to the extent consistent with the CONTRACT. d. To advise the OWNER promptly if concealed conditions are ascertained which require additional or different work, and to proceed in such event in accordance with this CONTRACT. e. To provide locked storage for any equipment, tools, or other PROPERTY used in the performance of this CONTRACT, unless otherwise agreed in writing. 2. OWNER'S DUTIES-- GENERAL a. To provide adequate utilities for the work agreed upon, b. To advise the CONTRACTOR of any condition of the PROPERTY which affects CONTRACTOR's ability to perform. c. To provide secure storage areas for materials delivered to the work site. d. OWNER shall be entitled to make periodic inspections of the work site, provided such inspections do not interfere with the work and can, in the judgment of the CONTRACTOR, be made safely. Any other entry onto the construction site shall be at OWNER's risk. e. OWNER shall notify his insurance agent of the execution of this agreement and obtain any necessary riders to his current coverage or any locally customary forms of coverage, such as builders risk, to cover OWNER's interests and liabilities during the construction process. f. To perform no work on the project without a written agreement with the CONTRACTOR. g. To make no agreements with any trades person, subcontractor, or CONTRACTOR'S employees outside the scope of this CONTRACT without the written consent of the CONTRACTOR. 3. MATERIAL SUBSTITUTION CONTRACTOR reserves the right to substitute other materials, products and/or labor of equal or superior quality, utility, or similar color. 4. DELAY CONTRACTOR shall not be responsible for delays caused by events beyond the control of the CONTRACTOR, including but not limited to: strikes, war, acts of God, riots, governmental regulations and restrictions. Delays caused by OWNER's failure to make allowance materials selections or caused by the performance by CONTRACTOR of extras or necessary work (as described in Paragraph 6) shall likewise be excusable delays. 5. INSURANCE CONTRACTOR agrees to maintain all necessary forms of insurance to protect the OWNER from liability for any occurrence arising from the performance of this Contract. CONTRACTOR agrees that he shall cover his own employees for worker's compensation and carry general liability insurance, and that all forms of insurance referenced herein shall be with reputable companies licensed to do business in the state where the project is located. 6. HIDDEN CONCEALED and UNFORESEEN CONDITIONS 06/30/2016 Contract Proposal--Page 7 of 37 a. The parties agree that in the event CONTRACTOR discovers a hidden, concealed or unforeseen condition requiring an extra cost that they shall proceed as follows: The CONTRACTOR shall notify the OWNER verbally to expedite agreement as to any charge necessary to correct or cure such condition, and provide a written Work Order (as described in paragraph 7a) as soon as practicable. The parties must agree to such extra charges, or agree to a resolution method, or this CONTRACT may be cancelled by either of them. b. For purposes of this section, a "hidden, concealed and unforeseeable condition" shall mean a condition not readily observable to a prudent CONTRACTOR inspecting the subject PROPERTY for the purpose of performing this Contract. Examples of such conditions can include, but are not limited to; rot under siding; ledge below grade; pre-existing plumbing or electrical work not performed to code and pre-existing mold. c. Any change in the WORK required by building officials assigned to this project, including structural and/or any environmental hazards will be billed as an EXTRA charge to this CONTRACT and paid for by the OWNER as a Work Order. CONTRACTOR may cease operations if OWNER refuses to pay. 7. EXTRAS a. Any extra work or materials desired by the OWNER shall be agreed upon in writing and such extras shall become a part of this CONTRACT as if fully set forth herein. Unless otherwise agreed, extra work shall be paid for as performed. Failure of the OWNER to sign a Work Order shall not preclude recovery for any work performed by CONTRACTOR, and acceptance of said extra work or materials shall be presumed, unless there is written notice to the contrary. b. CONTRACTOR shall advise OWNER, at the time of agreement on an extra, as to any additional time required to perform this CONTRACT. CONTRACTOR may cease operations if OWNER refuses to pay. B. ESCALATION CONTRACTOR reserves the right to pass on additional costs to OWNER resulting from the escalation of the cost of lumber or lumber byproducts. This cost may be passed on only, if after the CONTRACT is signed but before the construction commences, an increase in lumber costs is experienced. The CONTRACTOR must substantiate the change with evidence of the difference between lumber costs at the time of the CONTRACT and lumber costs at the time of construction. Only direct cost differences may be passed on, no allowances for overhead and profit shall be included. Any additional costs will be collected per Work Order(as described in paragraph 7a.). 9. EXCESS MATERIALS ON SITE CONTRACTOR routinely stores extra materials on site to improve efficiency and reduce the likelihood of running out of stock in the middle of a task. Unless otherwise specified in writing all excess materials on site at the end of the project are the PROPERTY of CONTRACTOR. 10. SUBCONTRACTORS a. CONTRACTOR shall select subcontractors as required to complete this CONTRACT. OWNER acknowledges that subcontractors will do various portions of the work. Any subcontractor selected by the CONTRACTOR shall have all requisite licenses for the work to be done by such subcontractor. b. It shall be the duty of the CONTRACTOR to use reasonable care in the selection of subcontractors. Absent objectionable performance by any subcontractor, the selection of subcontractors shall be an exclusive right of the CONTRACTOR. The CONTRACTOR shall require all subcontractors to have workman's compensation and liability insurance in force. c. CONTRACTOR agrees to be solely responsible for the completion of the work described herein regardless of the actions of any third party/subcontractor utilized by the CONTRACTOR. The CONTRACTOR further agrees to be solely responsible for all payments to all subcontractors for materials and labor under this agreement. 11. TERMINATION AND CANCELLATION The CONTRACTOR may terminate and cancel this CONTRACT if any payment tailed for hereunder is not received as scheduled, provided that notice is given to the OWNER as provided below. Upon such termination, the CONTRACTOR shall have all remedies provided by law, including such lien rights as then apply. The OWNER may terminate this CONTRACT upon the following conditions: a. Failure of the CONTRACTOR, or his subcontractors, to pursue the work contracted for, absent excusable delay, as provided in Paragraph 4 above, for a continuous period of fourteen(14)days, without a written agreement permitting same, such agreement may be satisfied by a single notation to this CONTRACT. b. Failure of the CONTRACTOR to rectify any condition for which building code enforcement authority has issued a citation of violation notice, within fourteen(14)days' notice of such violation, unless OWNER and 06/30/2016 Contract Proposal—Page 8 of 37 CONTRACTOR otherwise agree. c. Any other failure to perform this CONTRACT required by the terms of this CONTRACT. d. No termination shall be effective unless 10 days written notice of OWNER'S intent is given as required below, during which time the default may be cured by the CONTRACTOR. e. Deposit monies - Cancellation of this CONTRACT prior to the commencement of work shall result in the forfeiture of any and all deposit monies collected. All deposits are non-refundable. The parties hereby agree that upon such cancellation, the CONTRACTOR shall suffer damages including but not limited to the cost associated with designing and preparing the project for commencement. f. You may cancel this agreement by observing the requirements of The Notice of Cancellation attached hereto. 12. DISPUTE RESOLUTION If a dispute arises out of or is related to this Contract, or the breach thereof, the parties shall endeavor to settle the dispute first through direct discussions. If the dispute cannot be settled through direct discussions, the parties agree the dispute shall be settled by arbitration as follows: New Hampshire Consumers: If the dispute with a New Hampshire customer cannot be settled through direct discussions, the parties agree the dispute shall be settled by arbitration administered by the American Arbitration Association under its Construction Industry Arbitration Rules. In the event that arbitration is necessary, the parties agree that arbitration proceedings shall be conducted by a mutually agreed upon arbitrator in Rockingham County, New Hampshire. If the parties cannot agree on an arbitrator, either party may file a written demand for arbitration in accordance with the rules of the American Arbitration Association. The arbitration award shall be final and judgment on the award may be entered in any court having jurisdiction thereof. This CONTRACT shall be governed and interpreted in accordance with the laws of the State of New Hampshire. The parties acknowledge that this agreement to arbitrate shall be governed by Chapter 542 of the New Hampshire Revised Statutes Annotated. Either party may, without waiving any remedy under this CONTRACT, seek from any court having jurisdiction any interim or provisional relief that is necessary to protect the rights or PROPERTY of that party, including but not limited to the right to seek liens or attachment. The prevailing party in any dispute arising out of or relating to this CONTRACT or its breach that is resolved by a binding dispute resolution process shall be entitled to recover from the other party reasonable attorneys' fees, costs and expenses incurred by the prevailing party in connection with such dispute resolution process. Massachusetts Consumers: If a dispute with a Massachusetts customer cannot be settled through direct discussions, the parties agree the dispute shall be settled by arbitration administered by the Massachusetts Horne Improvement Contractor Law (MGL.c142A), This 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. The contractor would have to resolve any dispute it has with a homeowner in court unless both parties agree to the following optional provision. This provision gives the contractor the same rights to arbitration as is afforded to the homeowner by the Home Improvement Contractor Law. The CONTRACTOR and OWNER, residing in Massachusetts, 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 firm approved by the Secretary of the Executive Office of Consumer Affairs and Business Regulation and the OWNER shall be required to submit to such arbitration as provided in Massachusetts Laws, chapter, 142A. Either party may, without waiving any remedy under this CONTRACT, seek from any court having jurisdiction any interim or provisional relief that is necessary to protect the rights or PROPERTY of that party, including but not limited to the right to seek liens or attachment. The prevailing party in any dispute arising out of or relating to this CONTRACT or its breach that is resolved by a binding dispute resolution process shall be entitled to recover from the other party reasonable attorneys' fees, costs and expenses incurred by the prevailing party in connection with such dispute resolution process. Consumers in Massachusetts shall be required to submit to such arbitration as provided in MGL c. 142A. 06/34/2016 Contract Proposal—Page 9 of 37 ti Dan-lelle Wolf 4 J n Ni olson D ign Consultant John Wolf Blackdog Builders, Inc. Notice: The signature of the parties above constitutes an acknowledgement of the agreement between the parties to alternative dispute resolution. Massachusetts consumers may have the right to initiate alternative dispute resolution even where this section is not signed by the parties. g. Unless otherwise agreed in writing, CONTRACTOR shall continue the WORK and maintain the agreed work schedule during any dispute resolution proceedings. CONTRACTOR's obligation to continue to perform is conditioned upon OWNER's timely payments in accordance with terms of this Contract. 13. ENVIRONMENTAL HAZARDS a. The CONTRACTOR is NOT responsible for the inspection, discovery, abatement or removal of any environmental hazard including, but not limited to: asbestos; mold; lead; radon; ground water or environmental pollution at the work site, unless specifically covered in the specifications. b. In the event that any hazardous material is discovered during the course of construction, the testing, abatement and/or removal shall be the sole responsibility of the OWNER. c. Any additional costs incurred on account of suspension of the construction or changes to the specifications due to a hazard or its removal are the responsibility of the OWNER and will be handled by a Work Order. d. In the event that work does not resume within 30 days of the stoppage, OWNER agrees to immediately pay the CONTRACTOR the pro rated amount of the CONTRACT price applicable to work done up to that point pursuant to the Contract. WARRANTY OWNER warrants that as of the date of this CONTRACT: (1)the PROPERTY(including the land, surface water, ground water, and improvements to the land) is, and will continue to be,free of all contamination, including (a) "oil, petroleum products, and their by-products" (b) any "hazardous waste" as defined by the Resource Conservation and Recovery Act of 1978, as amended from time to time, and regulations promulgated thereunder; (c) any "hazardous substance" as defined by the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, as amended from time to time, and regulations promulgated thereunder, specifically including asbestos and mold; and (d) any other"hazardous substance" (2)the PROPERTY is in compliance with all environmental laws and regulations; and (3) there are no underground tanks on the PROPERTY INDEMNITY OWNER expressly acknowledges and agrees that it will reimburse, defend, indemnify and hold harmless CONTRACTOR, all Sub-contractors, their successors, assigns and employees from and against any and all liabilities, claims, damages, penalties, expenditures, losses or charges (including, but not limited to, all costs of investigation, monitoring, legal fees, remedial response, removal, restoration or permit acquisition) which may, now or in the future, be undertaken, suffered, paid, awarded, assessed, or otherwise incurred as the result of: (a) any contamination, existing in, on, above or under the PROPERTY (including, but not limited to, contaminated soil, mold, buildings, facilities and/or ground water); (b) any investigation, monitoring, clean up, removal, restoration, remedial response or remedial work undertaken on the PROPERTY; and (c) OWNER'S breach of any warranty given herein. 14. WARRANTIES a. The work of the CONTRACTOR, including materials and labor, shall be warranteed for a period of three (3) years, during which period CONTRACTOR shall at its own expense correct any defect arising from its work unless it is a non-warrantable condition as set out in the Blackdog Builders Client Package. That package shall become a part of this CONTRACT as if fully set forth herein. b. Any and all warranties for appliances or mechanical systems shall be delivered to OWNER as the CONTRACTOR receives them. Owner agrees to hold manufacturers solely responsible for all warranties for appliances or mechanical systems and agrees that no action may be brought against the CONTRACTOR on this Contract as a result of manufactures warranties. c. The quality of any work in question will be held to the standards issued in the Residential Construction Performance Guidelines— Fourth Edition published by the NANB. 06/30/2016 Contract Proposal—Page 10 of 37 I 15. SEVERABILITY If any portion of this agreement is found invalid or unenforceable by any court, the remaining provisions shall remain in force between the parties. 16. ENTIRE AGREEMENT Upon signing this document becomes a binding CONTRACT under law. Unless otherwise noted within this document, this contract shall not imply that any lien or other security interest has been placed on the residence. This CONTRACT consists of the documents defined herein, and constitutes the entire agreement of the parties. It can be modified only by a written document. OWNER acknowledges that he has read and received a legible copy of this agreement signed by CONTRACTOR, before any work was done, and that he has read and received a legible copy of every other document that OWNER has signed during the negotiation of this Contract.. 17. THREE DAY RIGHT TO CANCEL THIS CONTRACT You may cancel this agreement if it has been signed at a place other that the CONTRACTOR'S normal place of business, provided you notify the CONTRACTOR in writing by not later than midnight of the third business day following your signing of this agreement. See the notice of cancellation form attached hereto for an explanation of this right. 18. utnlmprovement Contractor Law ( MGL._c142A) All home improvementcontractors/subcontractors working In the Commonwealth of Massachusetts must be licensed and registered by the Office of Consumer Affairs and Business Regulations. All inquiries concerning the CONTRACTOR should be transmitted to those offices. In Massachusetts Blackdog Builders, Inc. operates under License number CSO48847 and Registration number 106877. Federal Tax ID, Number 02-0477778. a. Massachusetts homeowners securing their own permits will be excluded from the Guaranty Fund provisions of MGL c. 142A. b. In Massachusetts the deposit shall not exceed 1/3 of the total contract price, or the cost of any special equipment or custom made material which must be special ordered in advance to meet the completion schedule, whichever is greater. PLEASE DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES Two identical copies of this contract must be completed and signed. One copy shall go to the OWNER with the second copy being retained by the CONTRACTOR. NO WORK shall commence until this contract is fully executed. SUBMITTED: DATE : VIVIA JohAn lson 000/2016 De ' Sul Blackdog Builders, Inc. ACCEPTED: j DATE: Danielle Wolf 2XA- I DATE: John Wolf 06/30/2016 Contract Proposal--Page 11 of 37 Blackdog Builders, Inc. Notice of Cancellation Received on this day: 06/30/2016 X Danielle and John Wolf You may cancel this transaction, without any penalty or obligation, within three business days of the aforementioned transaction date. If you cancel any property traded in, any payments made by you under the agreement, and any negotiable instruments executed b you will be returned within Y Y n 10 business days following receipt by the CONTRACTOR of your cancellation notice. Any security interest arising out of the transaction will be cancelled. If you cancel, you must make available to the CONTRACTOR, at your residence, in substantially as good condition as when received, any goods delivered to you under this agreement. Alternatively you may comply with the instructions of the CONTRACTOR regarding the return shipment of goods at the CONTRACTOR's expense and risk. If you do make the goods available to the CONTRACTOR and the CONTRACTOR does not pick them up within twenty (20) days of your notice of cancellation, you may retain or dispose of the goods without further obligation. If you fail to make the goods available to the CONTRACTOR or you agree to return the goods to the CONTRACTOR and fail to do so, then you remain liable for performance of all obligations under the agreement. To cancel this transaction, mail or deliver a signed and dated copy of this Notice of Cancellation or any other written notice or send a telegram to: Blackdog Builders, Inc. 7 Redroof Lane, Unit#1 hU4 Salem, NH 03079 (�l}(� 603 898-0868 Not later than midnight of i� which will be the third day after the aforementioned transaction date. I hereby cancel this transaction. Danielle and John Wolf Date 06/30/2016 Contract Proposal—Page 37 of 37 Structural Calculations for 524 REA STREET NORTH ANDOVER,MA November 5,2016 Francis P.Harrigan H,P.E. MA STRUCTURAL#34728 181 Littleton Road,Unit 225 Chelmsford,MA 01824 gnl Francis P.Harrigan 11,P.E. 524 Rea St.,North Andover November 5,2016 Structural Engineer Kitchen Ceiling W8 Beam Length; '.14.33'.R Concentrated Loads: Beam Properties: Deflection limits: Distributed/Linear Loads: Fb; 21600: Total(1-/240): 0.7165 in Load Dlstance Dist.Loads Trib,Width Linear Load ibs ft Beam: INS - LL(U360): 0.4777 In 1 ,'0 .1.00 Dead Load 5: 16200'In3 Beam weight 21 2 4 11.00 Dead Load weight: - 21 plf 0.00E DL 0 3 .-- 4 .1.00 Dead Load E: 29000004 psi Roof LVSnow 0 4 0 1".Ofl Live Load I: 75.3 in4 Attic Floor D(, 10 14. 1405 0 - 1.40 Live Lead Mallow: 32760 ft-lbs Attic Floor LL ...,.:. 30 .:.....14. 420 6 - ;z. .00 Live Load Vallew: 3686411b5 Sections: 1' 3rd Floor Wall . _. _ •p0.. 3rd Floor RL 0 Partially Distributed Loads: Duration Mvlt. 3rd Floor LL .- 2nd Floor Wall .,., _ - _ S6p.' Load Beginning Ending Send€ng%: 97% [100%,Therefore Acceptable 2nd Floor DL 10 14' 140 !bs Distance Distance Shear%: 24%76% a 100%,Therefore Acceptable 420 1 0 1.OD 2.06 Dead Load LL Def€.%: 76% 100%,Therefore Acceptable 2nd Floor LL 30 14 -.. 2 0 Flrst Floor Wall S.DO " - 2.66 Dead Load Max.Defl.%: 75% a 100%,Therefore Acceptable _ _- ... First Floor DL 0 3 0 1.06 2.00 Dead Load First Floor LL ...: 0 4 0 100 2.00 Live Load 0 -�; '100.-'.- .-2.00 Live Load 6 6 .1.00 _. -2.00 Live Load Results: increasing Unformly to One End: Totel Moment Combined LeadFngs; Location Dt f I 35000 Reactions: 0.001 .O 1 D .p 30 LeaW00 000tton: DL Reaction: LL Reaction: Total ,M1 75000 0.00 2873 6019 8892 1.00 2873 6019 8692 r 20000 Shear: sscoo Dlstance Locatlon D1-Shear LLShear Moment Deflections In z°10000 ib5 Ibs ft-Ibs OL LL Spo9 p,DO O.OD 2873 6019 0 0.0000 0.0000 ! 0.72 4.05 2586 5417 6052 0.0277 0.0581 e 1.43 0.10 2299 4815 11468 0.0547 0.1146 0% 1056 R05t 3055 ae% s0% 60% 7aas 80% so% 1peM. 2.15 0.15 201E 4213 16246 0.0801 0.1679 w0etlon 2.87 0.20 1724 3611 20387 0.1035 0.2168 3.58 0.25 1437 3009 23891 0.1241 0.2600 Tatel DaBeetlene 4.30 0.30 1149 2407 26758 0.1417 0.2968 5.02 0.35 862 1806 28988 0.1557 0.3261 5.73 0.40 575 1204 30581 0.1659 0.3476 o.4oan 6.45 0.4S 287 602 31536 0.1721 0.3606 0.3500 I 7.17 0.50 0 0 31855 0.1742 0.3650 7.88 0.55 -287 -602 31536 0.1721 0.3606 0.3000 8.60 0.60 •575 -1204 30581 0.1659 0.3476 a 0.3800 9.31 0.65 -862 -1805 28988 0.1557 0.3261 10.03 0.70 -1149 -2407 26758 0.1417 0.2968 0.x000 10.75 0.75 -1437 -3009 23891 0.1241 0.2600 0.1500 11.46 0.80 -1724 -3611 20387 0.1035 0.2168 12.18 0.85 -2011 -4213 16246 0.0801 0.1679 12.90 0.90 -2299 -4815 11468 0.0547 03146 0.0500 / 13.61 0.95 -2586 -5417 6D52 0.0277 0.0581 0.0000 14.33 1.00 .2873 -6019 0 0.0000 0.0000 0% loss 2Z% 3D% 40% so% 50% 70% 80% so% 100% oefleetiDa(In) Design Shear&.Moment: -2907 1 -6089 31855 0.17 2 0.3650 8996 0.5392 --�-oeatl uwtl oenemen --uva Easa oenea:an Page i of 2 Francis P.Harrigan 11,P.E. 524 Rea St.,North Andover November 5,2016 Structural Engineer Kitchen Ceiling W8 Distributed Loads; Location Reaction ibs 0.00 1.09 WOU 401 0.00 2873 2873 WLL: 840 1.00 6919 fi019 Moment Due to Distributed Loads Total Linear Load: 1241 35400 Distance: Location Shear(lbs) Moment Deflections(In) OL LL (ft-lbs) DL LL 30600 MG 0.00 2873 6019 0 0.0000 0.0000 0.72 0.05 2566 5417 6052 0.0277 0.0581 1.43 0.10 2299 4815 11466 0.0547 0.1146 25000 2115 0.15 2011 4213 16246 0.0801 0.1679 2.87 0.20 1724 3611 20387 0.1035 9.2168 ,$ 3.56 0.25 1437 3009 23891 0.1241 012600 20000 4.30 0.30 1149 2407 26758 0.1417 0.2968 5.02 0.35 862 1606 26988 0.1557 0.3261 ` 5.73 0.40 575 1204 30581 0.1659 0.3476 a 15000 6.45 0.45 287 602 31536 0.1721 D.3506 I 7.17 0.50 0 0 31855 0.1742 0.3650 19000 7.88 0.55 -267 -692 31536 0.1721 0.3606 8.60 0.60 -575 -1204 30581 0.1659 0.3476 9.31 0.65 -662 -1806 28988 0.1557 0.3261 5000 10.03 0.70 -1149 -2407 26758 0.1417 0.2966 10.75 0-75 -1437 -3OD9 23691 0.1241 0.2600 11.46 0.80 -1724 -3611 20367 0.1035 0.2168 0 12.18 0.85 -2011 -4213 16246 0.0801 0.1679 D% 10% 20% 30% 40% 50% 60% 70% eD% 90% leo% 12.90 0.90 -2299 -48I5 11468 O.OS47 0.1146 13.61 0.95 -2586 -5417 6052 0.0277 6.0581 �O4°tiOn 14.33 1.00 -2873 -6019 0 0.000D 0.0000 Maximum: 31855 01742 0.3650 Deflections Due to Distributed Loads 0.4900 0.3590 0.3000 r D.2500 c 0.2000 - �0.1500 0.1900 0.0500 0.0000 € 0% 10% 20% 30% 46% 50% 60% 7040 80% 90% 100% Location ---Dead Load DeflecUan -LNtaed DaNe-len Page 2 of 2 Francis P. Harrigan II, P.E. 524 Rea St., North Andover November 5, 2016 Structural Engineer Flitch Beam 1 Properties Beare Length: L = 14.33 ft 2nd Floor Dead Load: DL = 10 psf 2nd Floor Live Load: LL = 30 psf 2nd Floor Wall: DL = 100 plf Attic Floor Dead Load: DL = 10 psf Attic Floor Live Load: LL = 30 psf Tributary Width: W = 14 ft Materials: Steel Fb = 21.6 ksi E = 29000 ksi LVL Fb = 875 psi E = 1400 ksi Modular Ratio: n = 20.72 Steel DL = 13.7 plf t = 0.375 in Sheet 1 of 3 Francis P. Harrigan II, P.E. 524 Rea St., North Andover November 5, 2016 Structural Engineer Flitch Beam 1 Properties d = 10.75 in As = 4.03 int Is = 38.82 in4 Slvl = 7.22 in3 2x12 DL = 11.25 plf t = 4.5 in Density = 32 pcf Span: L = 14.33 ft 2x depth — 11.25 in Sheet 2 of 3 Francis P. Harrigan II, P.E. 524 Rea St., North Andover November 5, 2016 Structural Engineer Flitch Beam 1 Properties Composite Section Properties: Io A yb A b d to na Ad2 in4 int in int in in4 Steel Only S{vl = 7.22 in3 Sbs = 7.22 in3 Composite Section n = 20.7 Steel 38.82 4.03 5.63 22.68 0 0.00 exist 26.00 2.40 5.63 13.50 0 0.00 64.82 6.43 36.18 0.00 64.82 Itota 1 = 64.82 ybar = Sum Ayb / Sum A = 5.63 in Stc = Itotal / Cconc = 11.52 in3 M Max = 15242 ft-lbs Combined Section Bending Stress: fb top = 15877 psi fb bot = 15877 psi Msteel = 9128 fb = 11403 psi Mlvl = 6114 fb = 666 psi Sheet 3 of 3 Francis P.Harrigan 11,P.E. 524 Rea St.,North Andover November 5,2916 Structural engineer FLITCH BFAM 1 Beam Length: - 6.00 R Concentrated Loads: Beam Properties: Deflection LimEis: Distributed/Linear Loads: Load Distance Pb: - 2160D; Total(W24o); 0.3000 In 91st.Loads TYIb.Width Linear Load Ibs ft Beam: :(2)2x12 wf.plates LL(E/350): 0.2090 In 12900 - 2.00 Dead Load S: ..11:520'.In3 Beam Weight 22 2 0 - -1.00 Dead Load Welght: - 22'.plf Raaf DL - 4 3 0 -.1:00 Dead Load E: 29000000 psi Roof LLlSrtow - 0 4 6100 '-2.00 live Load E: b4.8'InA Attic Floor DL -- - 0 6 0 ".1.00 Uve Load Mallow: 20736 ft-lbs Attic Floor LL .„_- .0, 6 0 1.00 Llve Load Vallow: - 65600 lbs 3rd Floor Wall 1111 Sections 1'. 3rd Floor DL 0 Partially Distributed Loads: Duration MVR __- 1.00: 3rd Floor LL - G 2nd Floor Wall _ _ Load Beginning End€ng Bending%: 74% a 100%,Therefore Acceptable 2nd Roor DL 0 Fbs Distance Distance Shear%; 11%<100%,Therefore Acceptable 2nd Floor LL 0 1 0 TOO � S-DO Deatl Load LL Deft.%: IS% <100%,Therefore Acceptable First Floor Wall .:,..,, 2 -- 0 -.; 5:110 Dead Load Max.Def! 15% c 100%,Therefore Acceptable RIM Floor DL 14 14 0 fl:DO -.:.;SAO Dead Load First Floor LL ..:40.. .:.. __14 560 4 0 0:40 5.00 Live Load 5 -0 0:00 5:00 Live Lead 6 0 '0.00 -S.00 LWe Load Results: Increasing Unformly to One End: Total MO-ant Combined Loadings: Location DL LL _ - Reactloni 19000 �s; 0.00 . 0 .. 0 36000 Loacatlon: DL Reaction: LL Reaction: Total 14000 0.00 2371 5645 8016 1=0 1.00 1501 3815 5$16 10000 Shear: E SD60 DLstance Location 1 DL Shear LL Shear Moment De#lections In i 6000 lbs Ebs ft-Ibs DL LL 4 0.00 0.00 2371 5645 0 0.4000 0.0000 z000 0.30 0.05 2322 5477 2372 0.0022 0.0052 0 0.60 0.10 2274 5309 4680 0.0043 0.0102 0% 10% zD% 30% 40% secs 60% 7D% e0% sD% l0D% 0.90 0.15 2225 5141 6922 0.0064 0.0149 La Mlaa 1.20 0.20 2177 4973 9099 010082 0.0193 1.50 0.25 2128 4805 11212 0.0098 0.0231 Total Wtlactlono 1,80 0.30 2079 4637 7.3259 0.0112 0.0263 2.10 0.35 -869 -1631 15242 0.0122 6.0287 2.40 0.40 -918 -1799 14459 0.0128 0.0302 00355 2.70 0.45 -966 -1967 13612 0.0131 0.0309 D,D100 _ I 3.00 0.50 -1015 -2135 12699 0.0131 0.0309 3.30 0.55 -1064 -2303 11722 0.0127 0.0301 0.0250 3.60 0.60 -1112 -2471 10679 0.0120 0.0286 3.90 0.65 -1161 -2639 9572 0.0111 0.0264 &0.0z00 4.20 0.70 -1209 -2807 8399 0.0100 0.0238 0.0150 4150 0.75 -1256 -2975 7162 0,0086 0.0206 �+ i 4,80 0.80 -5307 -3143 5859 0.0071 0.0170 0.9190 � +` 5110 0.85 -1355 -3311 4492 0.0055 0.0131 i + 5.40 0.90 -1404 -3479 3050 4.0037 0.0089 0.oaso ; + 5.70 0.95 -1452 -3647 1562 0.0019 0.0045 0.to 6.00 1.00 -1501 -3815 0 (WOOD 0.0000 0% 10% 20% 30% 40% 50% 60% 70% e0% s0% 100% oaflattlen{tai Design Shear&Moment 2215 1 5107 7323 15242 0-01311.0$440 0.0309 -Daae te.e oartearan ---uva leseoenectlon Page 1 of 6 Francis P.Harrigan 11,P.E. 524 Rea St.,North Andover November 5,2016 Structural Engineer FLITCH BEAM 1 Distributed Loads: Location I Reaction Ibs 0.00 11.09 WDL' 1521 0.00 1 486486 yJLU 569 1.00 1689 I 15e0_ Moment Due to Distributed Loads Total Linear Load: 722 3590 Distance: Location Shear(lbs) Moment Deflectlons 11n) DL LL (ft-lbs) 01, LL 3000 n.Qa 0.00 466 1680 0 0.0000 0.0000 0,30 0.05 437 1512 617 0.0004 0.0014 2500 0.60 0.10 369 1344 1170 0.0008 0.0027 0,90 0.15 340 1176 1657 0.9012 0.9040 1.20 0.20 292 1008 2079 0.0015 0.9052 a 2000 1.50 0.25 243 840 2437 0.0018 0.0062 Ilk 1.80 0.30 194 672 2729 0.0020 0.0071 2.10 0.35 146 504 2957 0.0022 0.0078 1500 2.40 0.40 97 335 3119 0.0024 0.0083 2.70 0.45 49 166 3217 0.0025 0.0086 x - 3.00 0.50 0 0 3249 0.0025 0.0087 1000 3.30 0,55 -49 -168 3217 0.0025 0.0086 3.60 0.60 -97 -336 3119 0.0024 0.0083 3.90 0.65 -146 -504 2957 0.0022 0.0076 509 4.20 0.70 -194 -672 2729 9.0020 0.0071 4.50 0.75 -243 -840 2437 0.00118 0.0062 4.80 0.80 -292 -1006 2079 0.0015 0.0052 0 5.10 0.85 -340 4176 1657 0.0012 0.0040 Ooh �0% 20% 30% 40% 50% W% 70% 80% 9o% 100% 5.40 0.90 -3B9 -1344 1170 0.0008 0.0027 Letatlen 5.70 0.95 -437 -1512 617 0.0004 0.0014 6.00 1.00 -485 -1680 0 0.0000 0.9000 Maximum: 3249 0.0025 0.0087 Deflections Due to Distributed Loads Q.91o9 0.0990 9.0060 O.o070 0.0060 L 0.0059 Q 0.0040 0.0030 0.0020 0.0019 9.0000 9%• 10% 20°h 30% 49% 50% 60% 70% 80% 90°/0 100% Loeptl4n ---Dead Load Deflection -Clue Load Pelle-len Page 2 of 6 Francis P. Harrigan II, P.E. 524 Rea St., North Andover November 5, 2016 Structural Engineer Flitch Beam 2 Properties Beam Length: L = 14.33 ft 2nd Floor Dead Load: DL = 10 psf 2nd Floor Live Load: LL = 30 psf 2nd Floor Wall: DL = 100 plf Attic Floor Dead Load: DL = 10 psf Attic Floor Live Load: LL = 30 psf Tributary Width: W = 14 ft Materials: Steel Fb = 21.6 ksi E = 29000 ksi LVL Fb = 875 psi E = 1400 ksi Modular Ratio: n = 20.72 Steel DL = 13.7 plf t = 0.375 in Sheet 1 of 3 Francis R Harrigan II, RE, 524 Rea St., North Andover November 5, 2015 Structural Engineer Flitch Beam 2 Properties d = 10.75 in As = 4.43 in2 Is = 38.82 in4 Slvl = 7.22 in3 2x12 DL = 11.25 plf t = 4.5 in Density = 32 pcf Span: L = 14.33 ft 2x depth — 11.25 in Sheet 2 of 3 Francis P.Harrigan 11,P.E. 524 Rea St.,North Andover,MA November 5,2015 5tructura€Engineer FLITCH BEAM 2 ANALYSIS Distributed Leads: Location Reaction !6.s 0.09 _ 1.00 WDL: 160.00 S67 567 ! WLL: 5602 1.00 1960 I 1960 J Moment Due to Distributed Loads Total Linear Load: 722 5000 Dlstance: Location Shear Obs) Moment Deflections(In) DL LL (ft-lbs) DL LL 4500 0.00 0.00 567 1960 0 0.0000 0.0000 4000 0.35 0.05 510 1764 840 0.0007 0.0026. 0.70 0.10 454 1568 1592 0.0015 0.0051 $500 1.05 0.15 397 1372 2255 0.0021 0.0074 1.40 0.20 340 1175 2830 0,0028 0.0096 3000 1.75 0.25 284 980 3317 00093 9.0115 2.10 0.30 227 784 3715 0.0038 0.0131 2500 2.45 0.35 170 588 4024 0.0042 0.0144 E 2.80 0.40 113 $92 4245 0.0044 0.0153 2000 3.x5 0.45 57 196 4378 0.0046 0.0159 = 3.50 0.50 0 0 4422 0.0047 0.0161 15tlo 3.85 0.55 -57 -196 4378 0.0046 0.0159 4.20 0.60 -113 -392 4245 0.9044 0.0153 100p 4.55 0165 -170 -588 4024 0,0042 0.0144 4.90 0.70 -227 -784 3715 0.0038 0.0131 500 5.25 0.75 -284 -980 3317 0.0033 0.0115 5.50 0.80 -340 -1176 2630 0.0028 0.0096 0 5.95 0.85 -397 -1372 2255 0.0021 0.0074 0% 10% 20% 30% 40% 50^k 60% 70% 60% 90% l00% 6.30 0.90 -454 -1568 1592 0.0015 0.0051 Location 6.65 0.95 -510 -1764 840 0.0007 0.0026 7.00 1.00 -S67 -1960 0 0.0000 0.0000 Maximum: 4422 0.0047 0.0161 Deflections Due to Distributed Loads OA18Q D.0160 0.0140 o.D1zD 2 e 0.0x00 0.0989 1 0.0959 0,0049 -T-_r-_ 0.0020 x.0000 0% 10% 20% 3096 40% 50% 60% 7G% 60% 90% 100% Lomdon �--Dead load 0a0ection �tive Laed De6eetlon Page 2 of 6 Structural Calculations for 524 REA STREET NORTH ANDOVER,MA November 5,2016 Francis P.Harrigan II,P.E. MA STRUCTURAL#34728 181 Littleton Road,Unit 225 Chelmsford,MA 01824 524 Rea St.,North Andover November 5,2016 Francis P.Harrigan 11,P.E. Kitchen Ceiling W8 Structural Engineer Beam Length: ,... 14Z3 ft Concentrated Loads: Beam Properties: Deflectton Limits: DlStrlbutec1jUnear Loads: Load Distance Fb: 21fi00 Total(Q240): 0.7165 In LL(U360): 9.4777 to Dist.Loads Tr€b.Width Linear Load Ibs R Beam : INS W$ 0 :.:1.00 Dead Load S: 18.20 '1x13 Beam Weight 21 2 0 -: 1.00 Dead Load weight: 21;plf Reef DL - 0 3 0 3.00 Dead Load E: 290009 psi ,3:LL/Snow - 0 4 0 --1.00 Llve Load Roof I: ..,, - 753;In4 aofFloor DL i0 14 140 5 4 1.00 Live Load Mallow: _ 3.2760 ft-lbs Wk Attic Floor LL 30 14... 420 6 0 `1.00 Llve Load Vallow: 36864 Ibs Sections: 1 3rd Noor Wail _ ..,.. _ Duration MUIt. 3rd Floor Floor DL .' 0 Partially Distributed Wads: - 3rd Floor LL ,__. _ 6. Bending%: 97% a 100%,Therefore Acceptable 2nd floor Wali Jou Load Beginning EntlIng 2nd Floor OL 10 14 - 140 fibs) DLKsance Distance Shear%: 24% �100%,Therefore Acceptable 2nd Floor LL .30 .-- .. a4 ... 420 1 - 0 1.00? :..2.06 Dead Load LL De&%: 76% a 100%,Therefore Acceptable First Four Wall 2 .' D -- Y:00 2.00 Dead Load Max.DeO.%: 7F% c 100%,Therefore Acceptable _. .. - _ - frim Floor DL - 0 3 ,0 1.AO 2.00 Dead Load First Floor LL ,,,,.,.. 0 4 - 0 '2.60 Live Load 5 0 . 1.00 :, 2.00 Live Load 6 0 1.00"` 200 Live Load ReSu} Increasing Unformly to One End: Total Moment Cambined Loadings: Location DL LL 3so0o p I Reactions: p0 n p 01 30000 Loacatlon: DL Reactlon: LL Reacdon: Total 75too 0.00 2873 6019 8892 i 1.00 2673 6019 8892 Tr..20000 � Shear: 15000 Distance WcaUDn I DLShear LLShear Moment Deftectlarss In =10000 lbs) lbs (ft-lbs) DL LL 5000 0.00 0.00 2873 6019 0 0.0000 0.0000 0 0.72 0.05 2566 5417 6052 0.9277 0.0581 1.43 010 2299 4815 11468 0,0547 0.1146 0% 1D% 20% 9056 40% 5055 60% 70% 804k 00% 390% Location 2.15 0.35 2011 421.3 16246 0.0601 0.1679 2187 0.20 1724 3611 20387 0.1035 0.2166 3.58 0.25 1437 3009 23891 0.1241 0.2600 Total DeOectlans 4.30 0.30 1149 2407 26758 0.1417 0.2968 5.02 0.35 862 1806 28988 0.1557 0.3261 o.aoo0 5.73 0.40 575 1204 30581 O.L659 0.3476 __ 6.45 0.45 267 602 31536 0.1721 0.3606 0.3500 7.17 0.50 0 O 31855 0.1742 0.3650 7.88 0.55 -287 -602 31536 0.1721 0.3606 0.3090 8.60 0.60 -575 -1204 30581 0.1659 0.3476 9.31 0.65 -862 -18D6 28966 0.1557 0.3261 10.03 0.70 -1149 -2407 26758 0.1417 0.2968 10.75 0.75 -1437 -3009 23891 0.1241 0.2600 11.46 0.80 -1724 -3611 2D387 0.1035 0.2168 0.1opa 12.18 0,85 -2011 -4213 16245 0.0801 0.1679 12.90 0.90 -2299 -4815 11468 0.0547 01146 0.0500 1361 0.95 -2596 -5417 6052 0.0277 0.0581 o,c000- 14.33 1.00 -2873 -6019 0 0.0000 0.0000 0% 10% 20% 30% 4045 50% a04b 10% 6051+ 90% 100% DaTlacuo.(In) Design Shear Moment: -2907 -6089 31855 0.17420920.3650 899653 ---oaaa w0benaeEaa ----uva tcaa onnnabn Page 1 of 2 Francis P.Marrigan 1I,P.E. 524 Rea St.,North Andover November 5,2016 Structural Engineer Kitchen Ceiling W8 DistrFbuted Loads; Location ReactionObs 0.00 1.00 WDL; 401 0.00 2873 2873 WLL; 840 01.00 6019 6019_ Moment Due to Distributed Loads Total Linear Load: 1241 35004 Distance: Locatlan Shear fibs) Moment Deflections(In) DL LL (ft-lbs) DL LL 30040 0.00 0.00 2673 6019 0 0.0000 0.0000 0.72 0.05 2586 5417 5052 0.0277 0.0581 L43 0.10 2299 48015 11468 0.0547 0.1146 25040 2.15 0.15 2011 4213 16246 0.0801 0.1679 2.67 0.20 1724 3611 20367 0.1035 0.2168 c 3.58 0.25 1437 3009 23891 0.1241 0.2600 f 20000 4.30 0.30 1149 2407 26758 0.1417 0.2968 5.02 0.35 662 1805 28988 0.1557 0.3261 ` 5.73 0.40 575 1204 30581 0.1659 0.3475 n 15000 6.45 0.45 287 602 31536 0.1721 0.3606 T 7.17 0.50 0 0 31855 0.1742 0.3650 7.88 0.55 -287 -502 31536 0.1721 0.3606 10000 8.60 0.60 -575 -1204 30581 0.1659 0.3476 9.31 0.65 -862 -1806 28988 0.1557 0.3261 5000 10.03 0.70 -1149 -2407 26758 .0.1417 0.2968 10.75 0.75 -1437 -3009 23891 0.1241 0,2600 11.46 0.80 -1724 -3611 20387 0.1035 0.2158 0 12.18 0.85 -2011 -4213 16246 0.0801 0.1679 0% I0% 20% 30% 40% 50% 60% 70% 80% 90% 100% 12.90 0.90 -2299 -4815 11468 0.0547 0.1146 13.61 0.95 -2586 -5417 6052 0.0277 0.0581 Lawtlan 14.33 1.00 -2873 -6019 0 0.0000 0.0000 Maximum: 31855 0,1742 0.3650 Deflections Due to Distributed Loads 0.4000 i 0,3500 0.3000 S 0.2500 e 0.2000 p0.1500 0.1000 0.0500 D.00ao 0% 10% 20% 30% 40% 80% 60% 70% BO% 90% 100% L.ocetlon ---Dead Load Deflection -Live Load Deflectwn Page 2 of 2 Francis P. Harrigan II, P.E. 524 Rea St., North Andover November 5, 2016 Structural Engineer Flitch Beam 1 Properties Beam Length: L = 14.33 ft 2nd Floor Dead Load: DL = 10 psf 2nd Floor Live Load: LL = 30 psf 2nd Floor Wall: DL = 100 pif Attic Floor Dead Load: DL = 10 psf Attic Floor Live Load: LL = 30 psf Tributary Width: W = 14 ft Materials: Steel Fb = 21,6 ksi E = 29000 ksi LVL Fb = $75 psi E = 1400 ksi Modular Ratio: n = 20.72 Steel DL = 13,7 plf t = 0.375 in Sheet 1 of 3 Francis P. Harrigan II, P.E. 524 Rea St., North Andover November 5, 2015 Structural Engineer Flitch Beam 1 Properties d = 10.75 in As = 4.03 int Is = 38.82 in4 Slvl = 7.22 in3 2x12 DL = 11.25 pif t = 4.5 in Density = 32 pcf Span: L = 14.33 ft 2x depth — 11.25 in Sheet 2 of 3 Francis R Harrigan II, P.E. 524 Rea St., North Andover November 5, 2016 Structural Engineer Flitch Beam 1 Properties Composite Section Properties: Io yb Lb d to na Ad2 in4 in2 in in2 in in4 Steel Only Slvl = 7.22 in3 Sbs = 7.22 in3 Composite Section n = 20.7 Steel 38.82 4.03 5.63 22.68 0 0.00 exist 26.00 2.40 5.63 13.50 0 0.00 64.82 6.43 36.18 0.00 64.82 Itota 1 = 64.82 ybar = Sum Ayb / Sum A = 5.63 in Stc = Itotal / Cconc = 11.52 in3 M Max = 15242 ft-lbs Combined Section Bending Stress: fb top = 15877 psi fb bot = 15877 psi Msteel — 9128 fb = 11403 psi Mlvi = 6114 fb = 666 psi Sheet 3 of 3 ..... ......... . .......... ......... Francis F.Harrigan 11,P.E. 524 Rea St.,North Andover November 5,2016 Structural Engineer FLITCH BEAM 1 Beam Length: .6.00 ft Concentrated Loads: p Beam Pro ertles: Deflection Limits: - ------ Distributed/Linear Loads: Load Distance Fh: -23640; Total(Ll24o): 0.3000 In Dist.Loads nro.Width Linear Load Ibs ft Beam: (2)2x12 w/plates LL(1,!360): 0.2000 in 1 .2900 -2.00 Dead Load S: -11.520 In3 Beam Weight 22 2 0 1.00 Dead Lead Weight: - -22.p1f RPf DL 0 3 D 100 Dead Lead E: 29000000-,psi RooPf LL/Snow - - 0 4 6100 -.2.90 Live Load 1: :64 8!Iri4 Attic FiOPr DL -- 0 5 0 .L00 Live Load Mallow: Z073fi ft-Ibs Attic Floor LL 0 6 -0 1:OD Llve Load vallow: 66690'lbs _ __ Sections: 3rDuration d Floor Walk _. Dtion MUIL '1.00,, 3rd Floor OL _. _ 0 partially Distributed LoadS: -- 3rd Floor LL 0 2nd Floor Wall __ Load Beginning Ending Bending%: 74% c 100%,Therefore Acceptable 2nd Floor DL 0 16s Distance Distance Shear%: %c 100%,Therefore Acceptable 2nd Floor LL 0 1 - 0 0:00 .5.00 Dead Load LL Qef€.%: 15 15% c 100%,Therefore Acceptable First Floor W811 2 -. 0 - 0.00 ;;.5.90 Dead Load Max.Qefl.°/c: 15% c 100%,Therefore AueRtabie FIrst Floor DL 10 14 140 3 0 0.00 ,5;00 Dead Load First Floor LL - 40- - 24 560 4 0 0.00 - . 5.00 Live Lead -5:90 Live Lead 6 0 0:00 -S.UD Live Load Results; Increasing Unformly to One End: Tate]Moment Combined Loadings: Location OL LL -- 1 teas° ReaC.lons: 0.001 .,. .- ..0 0 16Do0 Leacatlon: DL Reaction: LL Reaction: Total Moo o.o0 2371 5645 8016 12000 1.00 1501 3815 5316 c m0oo Shear: = eORo E 0 6x00 Distance Location DL Shear LL Shear Moment Deflettlon5 In = Ehs IbS ft-Ibs OL LL 4000 ZaoO 0.00 0.00 2371 5645 0 0.0000 0.0000 a 0,30 0.05 2322 5477 2372 0.6022 0.0052 0160 0.10 2274 5309 4680 0.0043 0.0102 0% 10% 20% 30% 40% 50% 60% 70% 80% go% 100% 0.90 0.15 2225 5141 6922 0.0064 0.0149 L-Ufl n 1.20 0.20 2177 4973 9099 0.0082 0.0193 1.50 0.25 2126 4805 11212 0.0096 0.0231 Toted Denectlons 1.80 0.30 2079 4637 13259 0.0112 0.0263 2.10 0.35 -869 -1631 15242 0.0122 0.0287 2.40 0.40 Ale -1799 14499 010128 0.0302 0.03so 2.70 0.45 -966 -1967 13612 0.0131 0.0309 0.0300 3.00 0,50 4015 -213S 12699 0.0131 0.0309 3.30 0.55 -1064 -2303 11722 0.0127 0.0301 0.0250 3.60 0.60 -1112 -2471 10679 0.0120 0.0286 0.0200 190 0.65 -1161 -2639 9572 0.0111 0.0264 4.20 0.70 -1209 -2807 8399 D.o100 0.0238 0.o1sP 4.50 0.75 -125B -2975 7162 0.0086 0.0206 i 4.80 oleo -1307 •3143 5859 0.0071 0.0170 5.10 0.65 4355 -3311 4492 0.0055 0.0131 i 5.40 0.90 -1404 -3479 3060 D.DD37 0.0089 O.OaSP 5.70 0.95 -1452 -3647 1562 0.0019 0.0045 0.00aa ` 6.00 1.00 -1501 -3815 0 0.0000 0.0000 0% 10% 20% 30% 40% 50% 60% 70% 80% 9a% 100% OMactlon(1eJ Design Sheer&Moment: 2 15 Sita 15242 0.0131 OA309 7323 6.0440 �-oeae lnrn oon.man ---uw-e°enamen Page 1 of 6 Francis P.Harrigan I1,P.E. 524 Rea St.,North Andover November 5,201E Structural Engineer FLTrCH BEAM 1 Distributed Loads: Location 1 Reaction(lbs) 0.00 1.00 WDL: 152 0.00 486 486 WLL: 560 1.00 1680 1580 Moment Due to Distributed Loads Total Linear Lead: 722 3500 Distance= Location Shear(lbs) Moment Deflections t1n) OL LL {ft-ibs) DL LL 3004 0,00 0.00 486 1680 0 0.0000 0.0000 0.30 O.D5 437 1512 617 0.0004 0.0014 2500 0160 0.10 369 1344 1170 0.0008 O.DO27 0.90 0.15 340 1176 1657 010012 0.0040 1.20 0.20 292 1008 2079 0.0015 0.0052 a 2600 1.50 0.25 243 840 2437 0.0018 0.0062 1.60 0.30 194 672 2729 0.0020 0.0071 2.10 0.35 146 504 2957 0.0022 0,0078 1500 33 2.41) 0.40 97 336 3119 0.0024 0.0083 1 2,70 0.45 49 158 3217 0.0025 0.0086 = 3.00 0.50 0 0 3249 0.0025 0.0087 1000 3.30 0.55 -49 -168 3217 0.0025 0.0086 3.60 0.50 -97 -336 3119 0.0024 0.0083 3.90 0.65 -146 -504 2957 0.0022 0.0378 Soo 4.20 0.70 -154 -672 2729 0.0020 0,0071 4,50 0.75 -243 -840 2437 0.0018 D.0062 4.80 0.80 -292 -1008 2079 0.0015 0.0052 0 5110 0.85 -340 -1176 1657 0.0012 0.0040 p% 10% 20% 30% 40% SO% 60% 70% 80% 90% 100% 5.40 0.90 -389 -1344 1170 6.0008 0.0027 Locafn 5,70 0.95 -437 -1512 617 0.0004 O.0a14 6.00 1.00 -485 -1680 0 0.0000 0.0000 Maximum: 3249 0.0025 0.0087 Def{eCtionS Due to DIstributed L,oadS 0.0100 0.0090 0.0060 0.0070 0.0050 t •�O.Op50 0,040 0 0.0030 0,0020 _ 0.0010 rrr ��ti 0.0000 0% 10% 20% 30% 40% 50% 6D% 70% 80% 90% 100% Leeatlon ---Dead Wod be0ectlon -Uve LOW W-Ctlan Page 2 of 6 Francis P. Harrigan II, P.E. 524 Rea St., North Andover November 5, 2016 Structural Engineer Flitch Beam 2 Properties Beam Length: L = 14.33 ft 2nd Floor Dead Load: DL = 10 psf 2nd Floor Live Load: LL = 30 psf 2nd Floor Wall: DL = 100 plf Attic Floor Dead Load: DL = 10 psf Attic Floor Live Load: LL = 30 psf Tributary Width: W = 14 ft Materials: Steel Fb = 21.6 ksi E = 29000 ksi LVL Fb = 875 psi E = 1400 ksi Modular Ratio: n = 20.72 Steel DL = 13.7 plf t = 0.375 in Sheet 1 of 3 Francis P. Harrigan II, P.E. 524 Rea St., North Andover November 5, 2016 Structural Engineer Flitch Beam 2 Properties d = 10.75 in As = 4.03 int Is = 38.82 in4 Slvl = 7.22 in3 2x12 DL = 11.25 plf t = 4.5 in Density = 32 pcf Span: L = 14.33 ft 2x depth — 11.25 in Sheet 2 of 3 Francis P.Harrigan 77,P.E. 524 Rea St.,North Andover,MA November 5,2016 FLITCH BEAM 2 ANALYSIS Structural Engineer Distributed Loads: Location ReactionObs) 9.00 L 1.00 WDLL ifi2 0.00 567 1 567 WLL: 560 1.00 1960 1960 Moment Due to Distributed Loads Totak Linear Load: 722 5000 �� Distance: Location Shear(lbs) Moment Deflections(in) 4509 DL LL (ft-Ibs) DL LL 0.00 0.00 567 1960 0 0.0000 0.0000 4000 0.35 0.05 510 1764 840 D.OD07 0.0026 0.70 0.10 454 IS68 1592 0.0015 0.0051 3500 1.05 0.15 397 1$72 2255 0.0021 0.0074 1.40 0.20 340 1176 2839 0.0028 0.0096 3900 1.75 0.25 284 980 3917 0.0033 0.0115 2.10 0.30 227 784 3715 0.0038 0.0131 y zs0o 2.45 0.35 170 586 4024 0.0042 0.0144 2.80 0.40 113 392 4245 0.0044 0.0153 E 2000 3.15 0.45 57 196 4378 0.0046 0.0159 = 3.50 0.50 0 0 4422 0.0047 0.0161 1500 3.85 0.55 -57 -196 4378 0.0046 0.0159 4.20 0.60 -113 -392 4245 0.0044 0.0153 1004 4.55 0.65 -170 -568 4024 0.0042 9.0144 4.90 0.70 -227 -784 3715 0.0038 0.0131 504 5.25 0.75 -284 -980 3317 0.0033 0.0115 5.60 0.80 -340 -1176 2830 0,0026 0.0096 0 5.95 0.85 -397 -1372 2255 0.0021 0.0074 0% IO% 20% 301A 40% 50% 60% 70% 80% 90% 100% 6.30 0.90 -454 -1568 1592 O.OD35 0.0051 Lorattaa 6.65 0.95 -510 -1764 840 0.0007 0,0026 7.00 1.00 •557 -1950 0 0.0000 O.ODDO Maximum: 4422 0.0047 0.0161 Deflections Due to Distributed Loads 0.0180 0.0160 0.0140 0.0129 c �9.0190 a 9.00eo 0.0060 0.0040 - ---_-� D.0020 0.0000 D% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% Location ---bead Load DeflecBun -the Load De-.n Page 2 of 6 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations M rE; THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. 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