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Building Permit #130-15 - 44 FURBER AVENUE 5/1/2018
NORTH BUILDING PERMIT 0, T,_fD 16�1'O TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION y T Permit No#: �� Date Received �s SACHU`� Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION . Print PROPERTY OWNER . Print lob Year Structure yes no rt MAP,W.�1� PARCEL. ZONING DISTRICT: Historic District yes Machine Shop Village yes n TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building )4 One family )LAddition El Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial S Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other - ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District Water/Sewer _ DESCRIPTION OF WORK TO BE PERFORMED: ZI An Identification- Please Type or Print Clearly OWNER: Name: )e_MC Phone: Address: 4q 'r�✓�--ev- A\/-en1)-2 N0r+hA-) oJer MA Cl L E me�L.,�yf,� Ex . Date:� aonstruction License:� P ment License: � � Exp. Date: ARCH ITECT/ENGINEER_ Al-iny-ftix. Phone: 978 _C007 _J -I'7/ Address: �Y l i U b l i V MA Reg. No. r p T FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $�/ �O J FEE: $ ���� Check No.:ersoncReceipt No.: NOTE: Pontracting with unre stered contractors do not have access to the guaranty fund Signature of Agent/Owner Signature of contract �' Location No. Date . - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ G� Foundation Permit Fee $ Other Permit Fee $ TOTAL $ f Check# H) 'B ilii g Inspector i Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM LANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on t Si nature � ' ,j COMMENTS Z. HEALTH Reviewed on Signature CO ENTS 4 Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit r DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS ORTFr o '9 L i z Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and -min.$100-$1000 fine NOTES and A'fjA— (For department use) J�t< O(?,s ?. I ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 Building Department lowing is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application o Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract a Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. one copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 7 Bridge Street, Suite 9 Billerica, MA 01821 tbc tel. 978-667-7971/fax. 978-670-8138 Ttm mastya.s e-mail. tbcarchbuild(cD-gmail.com C�atraet�r at e 0 t : website. www.tbcarchbuild.net Gsaeeal C MEETING NOTES Emailed December 12, 2014 Job Name: McEvoy Residence 44 Furber Avenue North Andover, MA 01845 Job Number: Weather: Over Cast- 50 degrees ATTENDING: David a. Kinsella, the Architects, LLC. William McKay, Contractor Any reader who disagrees with the facts of this account of events should notify the writer within 5 days or this will become a permanent part of the project record. NEW BUSINESS December 12, 2014 Issues 1. the made a site visit today to inspect the framing at the referenced property. Following is a summary of the items to be completed A. Install fire blockingor stopping around the stair at points which the stair pp 9 walls cross between floors. B. Add a 4x4 post to below the ridge adjacent to the existing garage. C. Add wind bracing consisting of a diagonal metal strap or 2x4 framing at all existing and new outside corners. D. Add a post under the ridged beam of the new addition where the ridge and valley rafters for the addition meet. Carry post down on to the new steel beam in the basement or install a lalley on a 2x2x1-0 footing. E. Approximately 2" of standing water was observed in the new basement space. The sump is scheduled to be installed and should rectify this issue. F. Existing steel beam was observed to be posted to foundation at the outside and a new 3 % lalley was installed on the inside-a footing was not observed. Progress A. Framing appeared to be complete except items noted above. B. Red cedar shingle siding and trim appeared to be complete C. Roof was complete. D. Duct work was observed in the attic of the second floor. E. All carrying beams were observed to be through bolted. CC: Attendees Thomas McEvoy, Owner Gerald Brown, Inspector of Buildings 1 7 Bridge Street, Suite 9 Billerica, MA 01821 the tel. 978-667-7971/fax. 978-670-8138 r.. •a.ki.eA e-mail. tbcarchbuildO-Qmail.com A rc ri "i t e & t i General Contractor website. www.tbcarchbuild.net File 2 >S Massachusetts -Department of Public Safety Scare Of o„;ta; y R I..+ d Standards Construction Supervisor License: C"89332 WILLIAM MCKAIy AI'18 Academy Avenge ,J Haverhill MA 01$35 ^1 Expiration Commissioner 03/08/2016 ����e ctorunraxwer��C�a�C llasc/c�rr�ell� �. _ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: gistration: 179265 Type: Office of Consumer Affairs and Business Regulation kq xpiration: ,-7/10/2016 LLC 10 Park Plaza-Suite 5170 Boston,MA 02116 W.MCKAY CONSTRUCTION LLC. WILLIAM MCKAY 18 ACADEMY AVE. g is�4z HAVERHILL,MA 01835 Cndersecretan' Not valid without signature Massachusetts Home Improvement Sample Contract This form satisfies all basic requirements of the state's Home Improvement Contractor Law(MGL chapter 142A),but does not include standard language to protect homeowners. Seek legal advice if necessary. Any person planning home improvements should first obtain a copy of"A Massachusetts Consumer Guide to Home Improvement"before agreeing to any work on your residence.You may obtain a free copy by calling the Office of Consumer Affairs and Business Regulation's Consumer Information Hotline at 617-973-8787 or 1-888-283-3757 or on our website. Homeowner Information Contractor Information Name Company Name P( f 1 n.S-/UCAD Street A drew (o not use a Post Office Box address) Contractor/Salesperson/Owner Name ,-/ ( / (! -jn, 0l 99 s W//. Cityffowni State Zip Code Business Address(must include a street address) Daytime Phone Evening Phone Cityyrrown�,�yA, J�State Zip Code p ' Mailing Address(It different from above) Business Phone *7, eraI Employer ID or S.S.Number Home Improvement ContractorReg.Number Espiration date Iasr requires that most home Improvement contractors have a validregistration Dumber X79 Z � The Contractor agrees to do the following work for the Homeowner: 7 V (Describe in detail the work to completed,specifying the type,brand,and grade of materials to be used,use additional sheets if necessary.)_ D W11 A#a 4&;,4A (JSCI� l•�i /��C 4? r1p S/ke S of i�dlao�a, �oe/d n. a1/ Sub�i✓�;e�i'�fDY"J Required Permits-The following building permits are required Proposed Start and Completion Schedule-The following schedule will and will be secured by the contractor as the homeowner's agent: be adhered to unless circtunstances beyond the contractor's control arise (Owners who secure their own permits will be excluded from the Guaranty Fund provisions of a/Zo wDate when contractor will begin contracted work. MGL chapter 142A.) Date when contracted work will be substantially completed. Total Contract Price and Payment Schedule /14 O The Contractor agrees to perform the work,famish the material and labor specified above for the total sum of: d M Payments will be made according to the following schedule: $ ZL 000 upon signing contract(not to exceed 1/3 of the total contract price or the cost of special order items,whichever is greater) by_?_/7.0/—(Yor upon completion of $7/f 1000 by419_/2J_/_/Y or upon completion of $ upon completion of the contract. (Law forbids demanding full payment until contract is completed to both party's satisfaction) The following material/equipment must be special $ to be paid for ordered before the contracted work begins in order to meet the completion schedule.(**) $ to be paid for NOTES:(*)Including all finance charges(**)Law requires that any deposit or down-payment required by the contractor before work begins may not exceed the greater of(a)one-third of the total contract price or(b)the actual cost of any special equipment or custom made material which must be special ordered in advance to meet the completion schedule. Express Warranty-Is an express warranty being provided by the contractor? ❑No❑Yes(all terms of the warranty must be attached to the contract) Subcontractors-The contractor agrees to be solely responsible for completion of the work described 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 trader this agreement Contract Acceptance-Upon signing,this document becomes a binding contract under law. Unless otherwise noted within this document,the contract shall not imply that any lien or other security interest has been placed on the residence. Review the following cautions and notices carefully before signing this contract. • Don't be pressured into signing the contract.Take time to read and fully understand it. Ask questions if something is unclear. • Make sure the contractor has a valid Home Improvement Contractor Registration. The law requires most home improvement contractors and subcontractors to be registered with the Director of Home Improvement Contractor Registration. You may inquire about contractor registration by writing to the Director at 10 Park Plaza,Room 5170,Boston,MA 02116 or by calling 617-973-8787 or 888-283-3757. • Does the contractor have insurance? Ask the Contractor for his insurance company information so that you can confirm coverage,or ask to see a copy of a"proof ofinsurance"document. • Know your rights and responsibilities. Read the Important Information on the reverse side of thus form and get a copy of the Consumer Guide to the Home Improvement Contractor Law. You may cancel this agreement if it has been signed at a place other than the contractor's normal place of business,provided you notify the contractor in writing at his/her main office or branch office by ordinary mail posted,by telegram sent or by delivery,not later than midnight of the third business day following the signing of this agreement. See the attached notice of cancellation form for an explanation of this right. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES!!! Two identical copies of the contract must be completed and signed.One copy should go to the homeowner.The other copy should be kept by the contractor. Kryi/� Homeowner's Signature r Contractor's Signature Date f I I Date 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 firm 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,chNK 142A. i AVIV. A, Homeowner's Signature Contra4eilsSignature NOTICE:The signatures of the parties above apply only 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 cant'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 du lip �cate 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 llttp://www.niass.Rov/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 617-973-8787,888-283-3757 or visit the HIC website at http://www.mass.Rov/ocabr/ Go online to view the status of a Home Improvement Contractor's Registration: http://db.state.nia.us/homeiinprovement/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 508-652-4800,508-755-2548 or 413-734-3114 Version 2.1-11/22/2010 i 'The Commonwealth qfmassach.useM . Depa�tmen�o�'�n�'���rrcrAcczelen�� • , Office oflnvesfigallons . 660 Washington Street Boston,.A 02111 www.massgovIdia W()rckex$1 Compensation J6asuxance Affidavit:130der gICo)itractor$)ElectricianqX* M A�pplzcan o>�oaation Please Printl-e�r.]blY •Name(Businessl0rganizationlGl Hviduat): L- Address• ����--- Cx Phone : Are ut an erxtgloyer?Coed the appropriatehox: Type of protect(realuixed): e with / 4. 1 am a general contractor and 1 6. ❑Now cOnstmotion 1 l:am a e Io x wr . '� � p � havehiredthesul,-contractors employees(fullandioxpar�time). listed onthe attached sheef� I. Remodeling 2.[] T am a sale proprietor or partner ship and`haveno•em Ioyees These sub-contractors have 8. [[Demolition p p ' working for me in any capacity. workers comp.insurance. 9. XSuilding addition !No workers'comp.jrLSBUMUCe 5. ❑We area corporation and its 101]Electricalrepairs or additions xequixed.] officers have exercised.their 3.El I am a homeowner doing all work light of exemption per MGL 11.DPlumbingrepairs or additions myself.[-No workexs'comp. c.152,§1(4),andwehaveio 12.p Roofxepairs insuranceregnixed.]? employees.[No workexs' isl]Other comp.insurance required.] :Any applicant that checks boxil must also fn datthe,section below shovwingtheir workers'compensaflon.policytnformation. "►Homeowners vrho submitthis afCdavitindicafingthey tie dping allwoNandthea hire outside contractors must submit anew affidavit indicating such. tContractors that cheokthis box must attached an additional sheet showing the name ofthe sub-contractors andtheir workers'comp.policy informafion. I ain an emproyeN that is providing>uorke�s'compe nsation insr�rance forxny er loyees Be'10W is the olicy ar2�'jaii site in,farmadon. Tnsurance,CompanyNam"'. Policy#or Sell ins.Lic.#' C'�D//y 35-0 d Expiration Date: lob Site Address '7 /�'y� �/'r Pity/Sate1zip: �jt til ��1f Attach a cope aft teworkers'compensationTolicydeclaration page(showiug.the policy number and expiration crate). Failure to secure coverage as req=e,dunder Section.25A ofMGL o.152 can lead to the imposition of criminallsena1 0 of a flue up to$1,500.00 and/or one-year im risgMent,as well.as civil penalties in the form of a STOP WORD ORDER.and a tine ofup to$250.00 a day against the violator: Be advised that a copy of 619 statem,entmay be forwardedto the Office of Xnv.stigations of the DlA.for iiisuxance coverage verification. .r do riereby eerta uft-dar tree airs and pena7tie.s of verP1y treat Ate information,provided above is ftac and correct. S1�natcuDate• G offyclal use only. Do not write in bis area,to be completed by city or toren official. City or Town: PermitlLicense# Dsuing A Authority(Oxcle one): 1.Board of Health 2.Building Pepartment 3.CitylTown Clerk 4.]electrical Inspector S.Plumbing Inspector f.Other - _ Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an ennployee is de rated as",..everypersonseMca of anofhex under any confracE o bixe,• express orimplied,oral or written." .An mPloyeiis defined as"an individual,partnership,association,coxpoxation or othexlegal entity,or anytWo oxmoxe' e the foregoing engaged in a joint enterprise,and includingthe,legal xepresentatives of a:deceased em la ex.or the receiver oxtrustee of an individual partnership,association or other legal entity,employing empXoyeespTowevex the owner of a dwelling house having notnnore than.three apartments and who xesides there4 or the occupant ave dwelling house of another who employs persons to do maintenance,construction orrep*work on such dwelling house ax onthe grounds oxbuilding appurtenant thereto shallnot because of such,employment be deemedto be an employex" MUL chapter 1.52,§25C(6)also states that"every state or local J easing agency shall withhold the issuance or renewal of a license or permit to operate a business or to cousiruct buildings in the commonwealth fox any applicant who has not,produced-acceptable evidence of compliance with the insurance coverage req�rred:' Additionally;MGL chapter 152,§25C(7)states"Neitherthe commonwealth nor any of its political subdnvkons shall enter into any contract for the performance ofpublic,work until acceptable evidence of compliance with the insurance requirements ofthis chapter have beenpresentedto.thecgntractingauthority." Applicants Please fdl out the workers'compensailon affidavit completely,by checking the boxes that apply to our situation and;if iiecessaxy,supply sub-confractox(s)nanze(s),addresses)and phone along with their extificafe(s)of insurance. LimitedUability Companies(LLC)or LimitedLiabilityPartnersbips(LLl')with no employees other than the Members oxpartuers,arenotrequiredto cartyworkers'compensationiusuxance. If an LLC orLLP doeshave employees,apoHcyzs xequired. Be advisedthatthis afddavitmay be submitted to the Department of Industrial Accidents foT confirmation ofinsurance coverage. Also be Mato sign and date the affidavit. ific,affidavit should b e xetuxaed cc the city or town that the application for the permit or license is being requested,not the Department of cox aptrzal Accidents. Shouldyou have any questions regarding flie law or if you axe required to obtain,a*orkers' mensationpoltey,please call the Deparbuent at the number listed below. Self insured companies should enter their self-insurance license number on the appropriate line. City or Town Oncials Pleasebe sure th.atthe affidavit is complete audprinted legibly. T$eDepartment has provided a space at the botto= ofthe of davitfoxyouta fill out inthe event the Office ofTnvestigatlonshas to contactyouxegardingthe applicant Please be-sure to fdl in the permit/license rnumbex w.hichwill be used as a reference number, fn.addition,an applicant t7natmust submitmultiple permit/licease applications iii any givenyear,need only submit one affidavit indicating current policy information(ifnecessary)and under I'M,Site Address"the applicant shouldwrife"all locations in .(city or tows):'A copy oi•'the affidavit thathas been officially stamped oxmarked by the city oxtown may be provided to the applicautasp"of that a validaidavit.isonftle oxfufurepexmzfsorlicenses, Anew aftxdavitmustbefilfedouteach year.•.Where a homeowner or citizen is obtaining a license ox petit not related to any business or commercial venture ("0'a dog license Orpermit to burn leaves etc.)saidperson is NOT required to complete this affidavit. The Office of Snvestigatfons would life to thank you in advance for your cooperation and shguld you have any questions, ,please do not:hesitate to give us a call, . The Depaxtnent's address,telephone aund fax number: TIM Coxr_M.011wDalth Off-00acA OAtIq OfAce OffliveaffoaVoxta 600 Waftgtm ft� l B0904, 02111 Revised 5 2605 FRX 1 REScheck Software Version 4.5.0 C�J( Compliance Certificate Project Energy Code: 2012 IECC Location: North Andover, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6322 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 0.7%Better Than Code Maximum UA: 138 Your UA: 137 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Floor 1:All-Wood Joist/Truss:Cver Unconditioned Space 543 30.0 0.0 0.033 18 Wall 1: Wood Frame, 16" D.C. 51 21.0 0.0 0.057 2 Door 1: Solid 20 0.300 6 Wall 2: Wood Frame, 16" D.C. 206 21.0 0.0 0.057 11 Window 1: Vinyl Frame:Double Pane with Low-E 21 0.300 6 Wall 3: Wood Frame, 16" D.C. 56 21.0 0.0 0.057 3 Window 2: Vinyl Frame:Double Pane with Low-E 11 0.300 3 Wall 4: Wood Frame, 16" o.c. 535 21.0 0.0 0.057 24 Window 3:Vinyl Frame:Double Pane with Low-E 66 0.300 20 Door 2: Glass 40 0.300 12 Wall 5: Wood Frame, 16" D.C. 206 0.0 0.057 12 Ceiling 1: Flat Ceiling or Scissor Truss 650 38.0 0.0 0.030 20 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in tl RESche k Inspection Checklist. Name-Title Signature Date Project Title: Report date: 07/09/14 Data filename: \\TBCSERVER-PC\ServeNOB FILES\McEvoy\DESIGN\4. ComCheck, Calculations\res Pagel of 8 check.rck I t ' REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section ( .Plans verified Fiend�terifie,d � Pre 4ns ction/Plan,Review tom lies Cama ntsjAssum tiorrs�' D :,Value Value p p 103.1 Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PRl]i energy code compliance for the '❑Not Observable building envelope. Z, ❑Not Applicable 103.1, Construction drawings and ❑Complies 103.2, 1 documentation demonstrate 3❑Does Not 403.7 energy code compliance for , [--]Not Observable ; [PR31 :lighting and mechanical systems. ❑Not Applicable Systems serving multiple �r` dwelling units must demonstrate : compliance with the IECC v FA t 3 Commercial Provisions. ic, x- 302;1, Heating and cooling equipment is Heating: ; Heating: ❑Complies ; 403:6 sized per ACCA Manual S based Btu/hr 3 Btu/hr ❑Does Not IPR2j� on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr ; Btu/hr approved by the code official. ;❑Not Applicable i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 07/09/14 Data filename: \\TBCSERVER-PC\Server�OB FILES\McEvoy\DESIGN\4. ComCheck, Calculations\res Page 2 of 8 check.rck 2012 IEC Foundation inspection: Complies? Comments/Assumptions 303.2.1 `A protective covering is installed to ;❑Complies [ 4 1]z ; protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below � Not Observable grade. :F-]Not Applicable 403:8 ;Snow-and ice-melting system controls;❑Complies [FO1212 'installed. :❑Does Not ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 07/09/14 Data filename: \\TBCSERVER-PC\ServeNOB FILES\McEvoy\DESIGN\4. ComCheck, Calculations\res Page 3 of 8 check.rck 5ectIon flans Verifledi ' Fleld Verified #f ` Framing/Mugh-In Inspection 1 ' Complies? ; Comments/,kssumptlbns value' Value &Rey.lU s. 402.1.1, Door U-factor. U- U- !❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FRl]1 ❑Not Observable Va '[:]Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values. 402.3.3, 402.3.6, 3 ❑Not Observable 402.5 ❑Not Applicable [FR2]1 3 1 i , t f t t 303.1.3 U-factors of fenestration products kms. ❑Complies ; [FR4]1 are determined in accordance j❑Does Not with the NFRC test procedure or ❑Not Observable .taken from the default table. ` . ❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier r ����1❑Complies ; [FR23]1 installed per manufacturer's ❑Does Not instructions. < � []Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built a� � [❑Complies [FR20]1 is listed and labeled as meeting ` g❑ Does Not :AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC .400 that do not exceed code . :' "E❑Not Applicable ; limits. s•, t 402.4.4, IC-rated recessed lighting fixtures ; ❑Complies [FR16]2 E sealed at housing/interior finish - ❑Does Not and labeled to indicate:52.0 cfm ;leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 :Supply ducts in attics are R- R- `❑Complies [FR12]1 insulated to >_R-8.All other ducts R_ R_ ❑Does Not in unconditioned spaces or outside the building envelope are '❑Not Observable insulated to>_R-6. 3 ❑Not Applicable 403.2.2 'All joints and seams of air ducts, _ t ❑Complies [FR13]1 air handlers, and filter boxes are ❑Does Not sealed. tU " :7�1❑Not Observable -11INot Applicable g .. ❑Complies 403.2 3 Building cavities are not used as } [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ` ❑Not Applicable 403.3 1 HVAC piping conveying fluids i R- R- ❑Complies [FR1712 !above 105 4F or chilled fluids ❑Does Not below 55 4F are insulated to>_R- EI Observable 3. 3 ;❑Not Applicable 403.3.1 Protection of insulation on HVAC ❑Complies [FR24]2 'piping. i❑Does Not UNot Observable €❑Not Applicable 403.4 2, Hot water pipes are insulated to ': R- R- '❑Complies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) ;2' 'Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 07/09/14 Data filename: \\TBCSERVER-PC\ServeNOB FILES\McEvoy\DESIGN\4. ConnCheck, Calculations\res Page 4 of 8 check.rck Section, Plans.Verified Field Verified' - # Framing f Rough-in Ilnspection Complies? � ,Comments/Assu.mptlons Value 'Value.: &Req.Ib;4033Automatic or gravity dampers are i ❑Complies [FR1912 installed on all outdoor air ; " ❑Does Not intakes and exhausts. . 1 r -]Not Observable ; '' ![:]Not Applicable r,� 3 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: Report date: 07/09/14 Data filename: \\TBCSERVER-PC\ServeNOB FILES\McEvoy\DESIGN\4. ComCheck, Calculations\res Page 5 of 8 check.rck Section Puns Verified ��Eleld Verified' _ Insulati�rn Inspection Gampli9? Comments/Aumptians &Req.lD Value �, Value �. - 303.1 All installed insulation is labeled ❑Complies (IN13� or the installed R-values ❑Does Not provided. +; h )[]Not Observable !❑Not Applicable IS- 402.1.1, Floor insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.6 F-1Wood E] Wood ❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel '[]Not Observable :❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 manufacturer's instructions, and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor. {❑Not Observable ` ❑Not Applicable as ; 402.1.1, Wall insulation R-value.If this is a; R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ;E] Wood []Does Not ;table for values. 402.2.6 wall insulation on the wall ❑ Mass i❑ Mass ;❑Not Observable [IN3]1 exterior,the exterior insulation ; requirement applies (FR10). E] Steel E] Steel ❑Not Applicable 3 1 f i i 303.2 iWall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ; ❑Does Not '❑Not Observable a ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/09/14 Data filename: \\TBCSERVER-PC\Server\OB FILES\McEvoy\DESIGN\4. ComCheck, Calculations\res Page 6 of 8 check.rck Section Plains Verified Field Verified # Final inspection Provlsions' omplis' Comments/Assumptions _Req.IDValue Value 402.1.1, Ceiling insulation R-value. R- ; R- []Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ,❑ Wood ❑Does Not table for values. 402.2.2, El steel 402.2.6 ;❑ Steel ❑Not Observable [Fill' ❑Not Applicable i 3 3 3 303.1.1.1, :Ceilinginsulation installed per �: Y ❑Complies ; 303.2 manufacturer's instructions. �_ ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable , 300 ftz. ` , n. j❑Not Applicable 402.23 Vented attics with air permeable R< ❑Complies (Fi22lz_ insulation include baffle adjacent ❑Does Not to soffit and eave vents that `extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 :Attic access hatch and door R- R- ❑Complies [1713]1 iinsulation >_R-value of the ❑Does Not adjacent assembly. a ❑Not Observable ❑Not Applicable j 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. 3 ❑Not Observable 3 ❑Not Applicable 402:,4.2 1 Wood-burning fireplaceshave ❑Complies [FIB;z tight fitting flue dampers and ❑Does Not outdoor air for combustion. ` k j❑Not Observable " ❑Not Applicable 403.2.2 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or : ftz ftz ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable I� tests,verification may need to ❑Not Applicable occur during Framing Inspection. , 403.2.2.1 Air handler leakage designated z ❑Complies [FI24]1 by manufacturer at<=2%of ter, j❑Does Not designairflow. h ❑Not Observable ❑Not Applicable 4011.1 Programmable thermostats �. �., ❑Complies [FI912 'installed on forced air furnaces. �$ )❑Does Not ❑Not Observable , 1❑Not Applicable 40312 Heat pump thermostat installed {❑Complies [FIL(}jz Eon heat pumps. %` ;❑Does Not ❑Not Observable .'I❑Not Applicable 403,4.1 E Circulating service hot water 11 Complies [F[11]2 ;systems have automatic or ;AElDoes Not accessible manual controls. Aq z : ❑Not Observable .4❑Not Applicable { 403.5.1 :All mechanical ventilation system E❑Complies ] z LFI25fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy �. and air flow limits. ❑Not Observable i❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 07/09/14 Data filename: \\TBCSERVER-PC\ServeNOB FILES\McEvoy\DESIGN\4. ComCheck, Calculations\res Page 7 of 8 check.rck section Plains Verified �Oield Verified „ # Finai ins ect on Provisions Vaiue V ue Cpm ljes� Comments/Assumptions &t'R'4q. D >.a. F comp lie 403.9.1 Readily accessible switch on []Complies [F[12]3 heaters for swimming pools or _ ❑Does Not permanent in-ground spas. ., �❑Not Observable ❑Not Applicable 403.9 2 Timer switches on heaters and : ❑Complies [F119]3pumps serving Pools and ❑Does Not permanent spas. m ❑Not Observable ❑Not Applicable 403.9.3 Heated pools and permanent ❑Complies [F120]3 spas have a vapor retardant -]Does Not cover. ` ; ❑Not Observable ❑Not Applicable 404.1 75%of lamps in permanent " )❑Complies ; [FI6]1 fixtures or 75%of permanent N❑Does Not 3 3 fixtures have high efficacy lamps Does not apply to low-voltage a ,_ ❑Not Observable lighting. ° ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies ; A [F[23)3 no continuous ilot li ht. I❑ I Does Not P 9 - °'❑Not Observable ❑Not Applicable 401.E .Compliance certificate posted. F ❑Complies z �� []Does Not .,, '❑Not Observable �❑Not Applicable , 303.3 Manufacturer manuals for � � �� ❑Complies [F 18]s mechanical andwater , ' ❑Does Not systems have been provided. . . ❑Not Observable , .1❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 07/09/14 Data filename: \\TBCSERVER-PC\ServeNOB FILES\McEvoy\DESIGN\4. ComCheck, Calculations\res Page 8 of 8 check.rck e t 2012 IECC Energy Efficiency te Art • • Wall 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Window 0.30 Door 0.30 IN= Heating System: Cooling System: Water Heater: Name: Date: Comments AC40RV® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 7/24/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: M P ROBERTS INS AGCY INC A/C,No Ext: (978) 683-8073 FAX A/C No):(978) 683-3147 1060 Osgood Street AIL North Andover, MA 01845 ADDREss:sandi@mprobertsinsurance.com INSURER(S) AFFORDING COVERAGE NAIC# INSURER A:MERCHANTS INSURANCE INSURED W MCKAY CONSTRUCTION LLC INSURER B:ATLANTIC CHARTER INS CO 18 ACADEMY AVENUE INSURER C: BRADFORD, MA 01835 INSURER D: INSURER E INSURER F: COVERAGES_ CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMCRCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 000 000 CLAIMS-MADE 11-1 OCCUR PREMISES Ea occurrence $ 100,000 BOP9097489 08/14/13 08/14/14 MED EXP(Any one person) $ 15,000 A -- 08/14/14 08/14/15 1 PERSONAL&ADV INJURY $ INCLUDED GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY' ( JECT PRO- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY Ea accident $ ANYAUTO BODILY INJURY(Per person) $ ALL OS OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTAUTOS NON-OWNEDPer accident $ HIRED AUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS I_!AB CLAIMS-IdADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X VLR - AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 B OFFICER/MEMSER EXCLUDED? ❑ N/A (Mandatoy in NH) WCV01143500 03/29/14 03/29/15 E.L.DISEASE-EA EMPLOYEE$ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS'LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) ATLANTIC CHARTER INS CO. WILL BE ISSUING THE ORIGINAL WORKERS COMPENSATION CERTIFICATE TO YOU DIRECTLY CERTIFICATE HOLDER CANCELLATION STEPHANIE MCEVOY SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 44 FUc.f3ER AVE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. NO. ANDOVER MA 01845 AUTHORIZED REPIR T TIVE ?40IIIIA� 00 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD25(2014101) The ACORD name and logo are registered marks of ACORD F- N/F DANIEL A. CONNOLLY z YOKO M. CONNOLLY w ER Z CONC BND W/ � Q w PIN FND 91.90 z - o i O � F- w o ;n cd MAP 67 PARCELN 7 N j ° AREA=12,977 S.F. a v N 88°34'15"E N .20' 00 6 00 Ld INGROUND � POOL Z & LLJ CONCRETE PATIO o ROP. 18.14' O BULKHEAD- 0 - - - LlJ o 00 24.40' J Q 12.49 DECK Q = Ld I = J °° PROP3 2 a-- _.. EXIST. -" Q > STY TY. Z m 11.16' W F. 'ADDITION S TOR z Q GARAG Ld � � Q EXIST 26.06' ~ 1 112 STORY I— o W.F.p ( I O 7Z4 . V/ Z 8.45' LLJ tW O O z O— oi . z � w Q, Z SB L i pH �° �° m o Q �- SB FND 90.001— N86°02'45"W J., FN'D CL 219.73' LEGEND W.F.D. WOOD FRAME DWELLING STY. STORY SUR ER VENUE P SB NOW OR FORMERLY SB STONE BOUND UREIC-50' VVIDE) CONC CONCRETE DH DRILL HOLE FND FOUND BND BOUND EXIST. EXISTING PROP. PROPOSED 00 NOTE PLAN OF LAND 1-SITE IS SHOWN ON TOWN OF NORTH ANDOVER ASSESSORS IN #67 LOT M FOR SITE DEED. NORTH SEE E.N.D.R.D. CERT. #96927/15946 NORTH ANDOVER, MASSACHUSETTS 0- 2-ZONING DISTRICT IS R-4 WHICH REQUIRES 30' FRONT, DRAWN FOR 15' SIDE, 30' REAR PARD SETBACKS. STEPHANIE IvlcEVOY 03-EXISTING HOUSE & GARAGE COVERAGE = 1,595 S.F./12,977 S.F. 44 FURBER STREET = 12.29% NORTH ANDOVER, MA a PROPOSED COVERAGE=EXIST. BUILDINGS W/ ADDITION SCALE: 1"=20' DATE: AUGUST 1, 2014 =1,879 S.F./12,977 S.F. 14.48% 0 10 20 40 60 MERRIMACK ENGINEERING SERVICES 66 PARD STPJW w? ANDOTM MASSACHUSL�"M 01810 811114 j ' PH01 (978) 476-36'55 FAX: (978) 475-1448 } STEPHEN E. 1, R.L.S. DATE EMAIL• 9ff=NG®A0L COM Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost 7%000.00 m $ - $ 948.00 Plumbing Fee $ 118.50 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 118.50 Total fees collected $ 1,285.00 44 Furber Avenue 130-15 8/6/2014 Addition r ., V NORTHf W. A- ,. .d ve- C,, h ver, Mass, coc MIc Mt WKM �,9 A�R�teo rpP��S S U BOARD OF HEALTH PERMIT T LD Food/Kitchen Septic System r i vw� THIS CERTIFIES THAT .........I..... ........ BUILDING INSPECTOR '� ....�!le ....... has permission to erect buildings on . r .. ��4® � Foundation p .......................... .................... ..... ......... .... .. Rough to be occupied as .............. 1! 1��/..�r.....ll.. '... .!!1. ...................................................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final 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 MONTHS ELECTRICAL INSPECTOR • UNLESS CONSTRUCTI T TS Rough Service ...... ...... ..0............................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required.to Occupy Buildin-e 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. !,,, MEMBER REPORT Level,Floor.Joist PASSED T 1 piece(s) 13/4" x 9 1/4" 2.0E Microllam@ LVL @ 12" OC Overall Length: 10'10" Eir z + t M 0 max,: TO, D 1910, All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. DESS n;;R2SLI� SA AcWal t oCatton, Altowed, ` ,Reteult„ i11a,.toad'C m6inaH0n(AaEtem System:Floor Member Reaction(lbs) 214 @ 10'6 1/2” 1969(1.50") Passed(11%) 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(lbs) 181 @ 9'9 1/4" 3076 Passed(6%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 543 @ 5'5 1/2" 5826 Passed(9%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.029 @ 5'5 1/2" 0.254 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.041 @ 5'5 1/2" 0.508 Passed(L/999+) 1.0 D+1.0 L(All Spans) TJ-ProT"Rating 63 40 Passed Deflection criteria:LL(L/480)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 10'5 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 4%increase in the moment capacity has been added to account for repetitive member usage. A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser EdgeTM Panel(24"Span Rating)that is glued and nailed down. Additional considerations for the TJ-ProT"Rating include:None -ter Total Accessorii �StlppOr�� � ' � Total 'AitaitatfieA 'Ikegmr@d tle�ad fl+oot ` � � '� s ; �... .,.�,,�.__��. -.:•�� � ,�....�. .�.� �:: �.a�� .;salve�� ',� � � s �`� aro 1-Stud wall-SPF 5.50" 4.25" 1.50" 66 164 230 11/4"Rim Board 2-Hanger on 9 1/4"LVL beam 3.50" Hanger' 1.50" 65 161 226 See note •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger • 'See Connector grid below for additional information and/or requirements. Cohne+cto ..'A " sl son.5trbn Tie,Connees � SUpport�, v FE41iet,yx '" TOp Hafl „ Fuca Nails FMemb flan Sa es " 2-Face Mount Hanger HUS1.81/10 3.00" N/A 30-10d common 10-10d common IF: t 01' �iOddS A tacatipn gQactng ,, '(�gGj M. Gp). �Comm t's ' 1.Uniform(PSF) 0 to 10'10" 12" 12.0 30.0 Residential-sleeping Areas eiliaeeelSer NotPS „ � a �€ SUSTAINABLE FORESTRY INITI�4 Weyerhaeuser warrants that the sizing of Its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. , (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. AA The product application,input design loads,dimensions and support information have been provided by Forte Software Operator C1 o M43 HIC.R NOF Forte.Software Operator Job Notes 7/23/2014 1:29:26 PM Nicole Penella Forte v4.5,Design Engine:V6.1.1.5 the architects beams.4te (978)667-7971 r.niillettbc@giiiaii.com Page 1 of 1 r' " MEMBER REPORT Level,BEAM PASSED ,ORTE3 piece(s) 13/4"x 9 1/4" 2.0E Microllamp LVL Overall Length: 16'7 1/2" -. ziv T T O i ✓Md�t�w I' 16' T All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. oesl n esutt ;, `;. goad.Gamlinat#on Sy(Pattertt }, stem:Floor Member Reaction(lbs) 2917 @ 16'5 1/2" 13781(3.50") Passed(21%) 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(lbs) 2543 @ 1'1 1/4" 9227 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 11610 @ 8'4" 16806 Passed(69%) 1.00 1.0 D+1.0 L(All Spans) Building code:IBC Live Load Defl.(in) 0.457 @ 8'4" 0.542 Passed(L/427) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.824 @ 8'4" 0.813 Passed(L/237) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 16'7 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is,required to achieve member stability. seedtigien9th lOad4W'Sb PortS(Ib9}a 3 ��a'7 nllc 3 - aY f i�dOt 3 AT ;SUppO>?ES ra ,, Q#Fvaiiabia R�tti[t�d s_D@dd TObI , ACtutie4 x3 1-Pocket in masonry-concrete 4.00" 4.00" 1.50" 1306 1625 2931 None 2-Column Cap-steel 3.50" 3.50" 1.50" 1300 1617 2917 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. AA �TtSbutaryDPa2i Floor Live Loca...... 1IV i , ,?(ti5_0} (f GPl amrrients E .. 1-Uniform(PSF) 0 to 16'7 1/2" 6'6" 20.0 30.0 SLEEPING AREAS r 2-Uniform(PSF) 0 to 167 1/2" 8" 20.0 - WALL ;, �F �,s = illeyerhaeuser Notes ,. r � ,,,q adS (�S)SUSTAINABLE FORESTRY INITIATIVE ttew=w ; 3 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator t,of- ap Bl:liim j� "w0r �cr Forte Software Operator Job Notes 7/23/2014 1:32:59 PM Nicole Penella Forte v4.5,Design Engine:V6.1.1.5 the architects bearns.4fe 19781667-7071 nmillenbaagmail.com Page 1 of 1 i i._... MEMBER REPORT Level,BEAM B PASSED T 3 piece(s) 13/4" x 9 1/4" 2.0E Microllam0 LVL i Overall Length:13'8" 0 D 13 a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. DeStgtl3R@SU{tSv° ,�� ,,.,...,Aitowed ` tZesu�i; 119E Goad Cgombfnaon•il+atteri} System:Floor m. Member Reaction(lbs) 3770 @ 2 1/2" 15750(4.00") Passed(24%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 3161 @ 1'11/4" 9227 Passed(34%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 12108 @ 6'10" 16806 Passed(72%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.332 @ 6'10" 0.331 Passed(L/479) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.581 @ 6'10" 0.663 Passed(L/274) T ITO D+1.0 L(All Spans) Deflection criteria:LL(L/480)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 13'8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. ,�"� ' „t,NeatiC2g L�ngN1N LcadS,tfd5trppat;(Ibe) ''" �s r .,a- . p� � totai AvaWbie Require 1�i1dF 7 Ac .yes 1-Pocket in masonry-concrete 4.00" 4.00" 1.50" 1618 2153 3771 None 2-Pocket in masonry-concrete 4.00" 4.00" 1.50" 1618 2153 3771 None AK� � �� � t@ry y _Fbor Live a oaft k{>cakiotl r IMi1lil t ev 90 {100j C�OYYIM�IILs s .,,. 1-Uniform(PSF) 0 to 13'8" 10'6" 20.0 30.0 SLEEPING AREAS 2-Uniform(PSF) 0 to 13'8" 8" 20.0 - WALL wa��'`ee•fK1LJiC' i.G1 -��'r ,r 13 " . lr _ ., ,,,,,:� .�, v ...•s� �, a�rv,�3,� �.;! � y ,�.�ai , mat�•��F,,.-� (Zl�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 1 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator a S AR, � t ialI.1.EFiK..�A MA YhOF Forte Software Operator Job Notes 7/2312014 1:33:37 PM Nicole Penella Forte v4.5,Design Engine:V6.1.1.5 the architects beams.4te (978)667-7971 rm i llertbc@dmail.com Page 1 of 1 aO T MEMBER REPORT Level,BEAM C PASSED I! 3 pieces) 13/4"x 7 1/4" 2.0E Microllamp LVL Overall Length: 11'10* A oa y 3 � ? + 4' 1� :7a ➢"" �+&v✓.. �. f+e'er 'n+3m. . .....y�.. .. ....... ...�" ... .....oma...,,,,.. ,.,....a..w:°�« v..�_,. �.m...,>a� � �.:.fiF ,... d v 11 3" 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. De51 h ReSUIt ActyafiLr3ealitin � 711Wwer Re&ult ' LDF,. toad Bambraatin�(Patxer"} �.. System:Floor Member Reaction(lbs) 2095 @ 11'8" 8564(2.25") Passed(24%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 1810 @ 10 3/4" 7232 Passed(25%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 5960 @ 5'11" 10672 Passed(56%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.258 @ 5'11" 0.287 Passed(L/534) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.444 @ 5'11" 0.575 Passed(L/311) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/480)and TL(1-/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 11'8 3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. �IJ�it70Y S i Total ��lvailaMe Requited Head poor 7ottal Accessarles ? 1-Column-SPF 3.50" 3.50" 1.50" 891 1243 2134 Blocking 2-Column-SPF 3.50" 2.25" 1.50" 889 1243 2132 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. a'I a a am� � y T hu�Y r+ Oedd� boor Live � � S Loads Lcation Width, (4 9 } (x ou} 1 omments x; 1-Uniform(PSF) 0 to 11'10" 7' 20.0 30.0 SLEEPING AREAS 3.' ,m� �„ '�'N3 5E tau .1 Y&.kr' k k " 3 :': 1�°'S}a°3'` ) /� 'Wgye1 haeu$errNOt SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator �Ak 5111 E iK A Iu1A ��ti�s' Forte Software Operator Job Notes 7/23/2014 1:34:10 PM Nicole Penella Forte v4.5,Design Engine:V6.1.1.5 the architects beams.4te (978)667-7971 niiiiil6rtbc@ginaii.com Page 1 of 1 nn MEMBER REPORT Level,BEAM D PASSED v T E 4 plece(s) 13/4"x 9 1/4" 2.0E Mlcrollamp LVL Overall Length: 14'6" h M 41 Q p -14'6" a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design^Restilt:4�4 Actuai Logf3U E 1Ia end t � to ,(read cam6inat�on(PaEternt ��= System:Floor Member Reaction(lbs) 3891 @ 2" 17763(3.50") Passed(22%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 3314 @ 1'3/4" 12303 Passed(27%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 13301 @ 72" 22408 Passed(59%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.309 @ 72" 0.350 Passed(L/544) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.532 @ 7'2" 0.700 Passed(L/316) 1.0 D+1.0 L(All Spans) Deflection criteria:LL(L/480)and TL(L/240). • Bracing(Lu):All compression edges(top and bottom)must be braced at 14'4 3/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. pparts rotas AvaiWtde airedI W Imo' floor r 1-Column-SPF 3.50" 3.50" 1.50" 1633 2258 3891 Blocking 2-Column-SPF 5.50" 4.25" 1.50" 1669 1 2310 3979 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 3ribu 1-Uniform(PSF) 0 to 14'6" 10'6" 20.0 30.0 SLEEPING AREAS erhaeuser'Notes '' �m xt re ami & y� SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator p s )4 � A. k (4,343 ' Forte Software Operator Job Notes 7/23/2014 1:34:22 PM Nicole Penella Forte v4.5,Design Engine:V6.1.1.5 be architects beamS.4fe (978)667-7971 nnAIertbc'gmail.com Page 1 Of 1 ' i' MEMBER REPORT Level, Wall:Header PASSED 3 piece(s) 13/4" x 7 1/4" 2.0E Microllam® LVL Overall Length:2'6" ➢ y 0 ,.rpx - x a.na6AY Q `�.CF� g sfe k 3 f bf• •'„ '. S ,.& t X' ➢^+ Ate, ' I 21 3 Fxena&:�... ,..�"d.... ,.,.....,..��',. ....r....�...,,�-.• '.:''&.,,.., � arm•*..,.,.,_ � a..««i.«.. '. 'Y s'�”' bn...,,•... .. re � 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. git ReS�1S ' A�bua1 tocaona Alloured eft P, System:Wall f ,.,. .,.. ,. ..,., ice„•.,. #.� ,. � ,-. .,,�„.a,., ,,. .yam .�,.,..., u -„Qd{{ C•`Wt1i)itWL�dA( :,ate Member Reaction(lbs) 998 @ 0 5709(1.50") Passed(17%) 1.0 D(All Spans) Member Type:Header Shear(lbs) 983 @ 8 3/4" 6509 Passed(15%) 0.90 1.0 D(All Spans) Building Use:Residential Moment(R-lbs) 1232 @ 1'3” 9605 Passed(13%) 0.90 1.0 D(All Spans) Building Code:IBC Live Load Defl.(in) 0.000 @ 0 0.083 Passed 1.0 D(All Spans) Design Methodology:ASD (2U999+) Total Load Defl.(in) 0.007 @ VY 0.125 Passed(L/999+) 1.0 D(All Spans) Deflection criteria:LL(L/360)and TL(1./240). Bracing(Lu):All compression edges(top and bottom)must be braced at 2'6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. a3e w� s �, •.�.� � Loatle to SU �yrs. �„ .� rig Ptd 1 ZZ s t}I tS ' r4tal, Avai�tole Required v .` ;yfEarA Ch�cb'rt 1-Trimmer-SPF 1.50" 1.50" 1.50" 998 998 None 2-Trimmer-SPF 1.50" 1.50" 1.50" 998 998 None w aTtibutery Od�15 -lq aeon Widtp ).. Aid . 1-Point(lb) 1'3" N/A 1946 BEAM LOAD 2-Uniform(PSF) 0 to 2'6" 6" 20.0 WALL Why tea@U5@It@5a �,.r a •, SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 1 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 7/23/2014 1:41:57 PM Nicole Penella Forte v4.5,Design Engine:V6.1.1.5 the architects beams.4te (978)667-7971 nmiIleabc@gmail.con) Page 1 of 1