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Building Permit #461 - 143 SANDRA LANE 12/6/2011
TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: '& —It, IMPORTANT:Applicant must complete all items on this page LOCATION/�, 3 .6-,Il- 2 kn� � Print � PROPERTY OWNER T/` n �- r- trA_ Unit# elf cPrint MAP NO:=PARCEL:� ZONING DISTRICT: Historic District yes Machine Shop Village yes e 100 year-old structure yes cTim— TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ne family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other 0}Septic }Well! 0�Floodpa) �&Wetlands ' - �atershed ct ��Water/Sewer I DESCRIPTION OF WORK TO BE PERFORMED: (Id tificatio Please Type or Print Clearly) OWNER: Name: frt.�-rc�.�- rhonc O Address:/4 CONTRACTOR Name: Phone: Address: i Supervisor's Construction License: �//s"j Exp. Date: 101, Home Improvement License: Exp. Date: { ARCHITECT/ENGINEER /� Phone: /9?29 Address: e w i'a �e� :: Reg. No. FEE SCHEDULE:ZING PERMIT:$92.00 PER$9000.00 THE TOTAL ESTIMATED COST BAAED ON$125.00 PER S.F. 7 .�- Total Project Cost: $ ® FEE: $ � Check No.: /0-eh 2— Receipt No.: NOTE: Persons contractin ith unreg' a contractors do not have access to the guaranty fund {-T .._ .W _gnature, of Agent/®wrrer, Signature3oftontra -tori r. i Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL irarn Public Sewer ❑ Tanning/Massage/Body Art E] Swing 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 DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments L t] 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 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 G min.$100-$1000 fine NOTES and DATA— For department use I i ❑ Notified for pickup - Date Doc:.Building Permit Revised 2011 June/mi Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. i Roofing, Siding, Interior Rehabilitation Permits „p/ Building Permit Application e Workers Comp Affidavit ja Photo Copy of H.I.C. And/Or C.S.L. Licenses o' Copy of Contract e6 Floor Plan Or Proposed Interior Work 6 Engineering Affidavits for Engineered products I NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition or Decks u--Building Permit Application coy Certified Surveyed Plot Plan <s Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses .� Copy Of Contract r( Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And /Hydraulic Calculationslicable If Applicable) pp ) Ed Mass check Ener Compliance Energy p Report (If Applicable) 6 Engineering Affidavits g g is for Engineered products h OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) 1 ❑ Building Permit Application • ❑ Certified Proposed Plot Plan f ❑ 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) ❑ 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: Doc.Building Permit Revised 2008mi T— --—. - — TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received i Date Issued: IMPORTANT:Applicant must complete all items on this age LOCATION ` Print PROPERTY OWNER /' ►`k _(�5X7ACer Unit# o 1 0 �9Z0 Print MAP NO: PARCEL:QO 6 ZONING DISTRICT: Historic District yes n Machine Shop Village yes 100 year-old structure yes <:212) I TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building �eam family � y ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Repair, replacement ElAssesso Bldg ❑ Commercial rY g ❑ Others: ❑ Demolition ❑ Other I ❑iSepc� We11 OFlo Mini Wetlands=_- p WatershedD _�_� - + `�;�iWater/Sewer .{ lstnct. DESCRIPTION OF WORK TO BE PERFORMED: 4ijAdy.) OWNER: Name: (Identification Please Type or Print Clearly) • /'�.�, Address:/15�3 CONTRACTOR Name: Phone: Address: t Supervisor's Construction License: /ZV 8K Exp. Date: Home Improvement License: /6 9 y Exp. Date: aZos ARCH ITECT/ENGI NEER041!T41 Phone:_ $ y Address: T�Sy,2?c3i/ j i Reg. No. FEE SCHEDULE:BU ING PERMIT:$92.00 PER$1000.00 OF TH TOTAL ESTIMATED COST BASED ON$925.00 PER S.F. Total Project Cost: $46� - © FEE: $ 111fA a44d Check No.: Receipt No.: NOTE: Persons contractin,974h unre ed contractors do not have access to the guaranty fund Si gnaturE;ot�Agent/O_ Signature10_contractor; r. 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 ❑ f i THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on ' ( Si nature i i / If COMMENTS HEALTH Reviewed on Signature f COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: - Comments Conservatibrr Decision: Comments - t Water & Sewer Connection/Signature& Date Driveway Permit z 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 i 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 G min.$100-$1000 fine NOTES and DATA— For department use i ❑ Notified for pickup - Date Doc:.Building Permit Revised 2011 June/mi J Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. I Roofing, Siding, Interior Rehabilitation Permits � i ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work I ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit I Addition or Decks } ❑ Building Permit Application ,Z Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered neered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) i ❑ 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) ❑ 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: Doc.Building Permit Revised 2008mi --- - — Mwa Pee 1 Pro19"Unal Eraiwer 4' ( il ; jl Pevlew Is 11Mj d to j l i ' I ! � j j ! ! ! I I i ! t f structwa!desicr aid MR 141 i i il ! iiiili III ! ii ! f � �Ij � ili ! II memberslzlna. '� Iilj ' ii � �� ! ! ' ilI ! fli! I ! jjillijif i � l � l I . 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Il II ' I Ilf ! ll 1111111 � lii l 1 , � i o.. _\"'- •z:. ii ill ; Iililijili ""°'\:•.. :r,, - OiNFVSC\S CcperL7 r.\;"-f4 p �e dR .WMSIR 0y 4 OtxK :sw>�sx->:+-: ___ r.��'^�'^-�.-�,.,�- �- ..'s.>. ..t' 4•:�,P s .f� -�-..><.-�"�__•'�°; .",�.""'- "' - .- •P, Vs § P}.�K - - .. .a {'.._-'i-t-.-;.�.t'�'a}s"..�T.nFt7"'�+..�..�e"r."t'L.La"£T"r. -•,.c-�... - .. y; �-i''�",vr'^ +>.._ �s.•.�+ ir-h.'9S'i�?++ C:.:. r'1� .nyyv�.i a,`t` 4k.�'- `�� i� .. +.1 TMc Professional Errair�er �_ R. Vjew is limited to structural desig,a� memb�rg i t I � � - I , I - ffv. —T,'A �X1511NG PECK - -x — — 75 `COriR1Cr I Y,, .. W Z,� FIN.( E 014 iil.F. I'LL LE,: rT" T'S rvav V:`5 P �LLDAJ2 FOUNPAVON PLM RVANWANUg w All / ice 143 W rFou+a[.�nww oeac }; :,.m 2n, B4ffe..r� r u Y ' ¢ xa a cui-_n. r.. ... �•`-_�.rns�.`.SR• M.1AZ•*L•�_ - 7' _ F :+ • .. . _ 'tea."�G�^'C"fL_��''�' S e�Wwow let .- AGN V"'JKWPM omn 4-s�C" �y Y au —10-7 -'i 31 $r\`:fil�i=. IA t \ iI 1 I 1 r I 215 199ulaw i pue u�isap�e�rr}�ru}s °3 pa}Iwl�sl Malnay • � mit 21•Lf .�`:�Y` ,c. -... R... ri. Rs.'k sr"•.r. s. + d�•�. ydy4 'trt�+ 1.yfh,4-,� � •ra t- 'Y't_ r •----------- 77 _ g 8 . ► ,PW .„ ..�mm i �t a d W. ���•�sem;;;:sn':sva,•,:; :. 3 r 1� _ vuizi�w .1?'e L asap p"'-,L}s SI NVJA� .,..vagi ��euoissa�o�d Sam Gomm,no LOWEP DECK — 5 P15EP5 a-/h^EA I'rofesslonal Ergtreer I.'evlew is limited to mrd FLOOR J015f5:P.t.A6's a 16"O. uPFEP 7-CK structural design and member sizing 94" _ _ LONEP,DECK E12a[,JAM: TMPLE PS.;X6's LL DEFL.-L/ 51MP5c?.1 zN1C�IC-3 • �12X4 pAP �XIStING UFFEv PECK E,Ap WALL /J>^ rE� FT, 2X8,5, !61 i 0 C �XIStiNG 821 1 �ASNING 2nd FLOOp 7 SIMp50N #U210 AMV L,.(,( nNG Cl ING A55'Y, �w,,.S��;W;,T� FX15- =� { 51MP50N # U26 cEv.'v53a s�LAmF,., Ap Wni L �`s�vx atnwrt 5 . ,o 'e,�• ung #F13-01 UFFFF, LEPap\ f3M, MWMNMM .c n0U3LF 1 3/ 411 X 1811 LVL.'S� b�SAI� A LL PEFL, = L/ 688 C 0,33911) f K =Lane FEW TR�ATEp FOp SL #2 M , X155 YJ ��, - 'a --- .''_`•.- .. x*'��:}.a S.yy �_?_�y�,.,'vie'..7%A.'�r._ '[_',.''.ca?'u.���s�.'�-__�_Ca'r;--• __ - _ - - - _ ._ ., - . rc .. . � - .. - - - prOFe55bnal�Vgl11t"CT - Pewew 15 Ilmlw to structural deslc�and member SIZIN, =:<I:LcDiCP, V ✓.[ (�'� 'gyp " FF�;FF 2.\5 .: .rr_ �/(Cir '•�!V . ��� Sot 5 t '''\:'F'T:"4t�:: `?•E Cq �t FLOOF PECK ti• .t. 5 fid" O.C. �.rL p IOISr�' �"�'....L✓.V�,ii•1P()U,'�1 c�n�a� 'i� - 'Lw'`i1'vV/'Xl�ii"� G� ?[: ^\-. .P•Pc�rrV"r'V,'.�5 10 PT ur. PG�f. �J� -.vXO'MVV: G�.\'S.!1:.r�`rd;Ci7!V �2�W\LrS �'YT i!'\'SLL At:'11::7tH 275�YLL aFANN GI k G'ELOW I!MlCMIN= DEPL.-L/Wig+ c O.OBO") �R '96— I st F LOOP 143 Lam M., .MA ; � . ZL MMI 10 r''� ...r.L_:� __s3ud'Cr'"w^�R'^J'_'+'�_+' t:_-.:.w�y�•T"?.s. _ .� n Y� . n .4� e y :'�'�^ - GONVAL Nun Profe"&d Emirieer . .< Review is limned to struchxal desicr aid member slz!nq• L R DECK PLR j5f5: T.ZX6's t2 16"O.C. Nil -<O L.CCiP-M. J RAI; MVV/ 7MP" . �l7 I 1 LL li I DECK PLR. :-= � I - t AW r P.K2 fn of V= CY �PW�ei5•.'rYik:ilf'NLY 8, -� i I C^N51=^OU'.N+i+R75lM_L EDGE-M.MON f. 1X4 PO5f5 I rhSGN;x o¢A*V6. 216'5 f0 WALL L`ELOW. 1 LEf INiO PO5i5 ryrl Y. I I LLUI P.f.ZXB,TYP. m !!! � all C E UPP�P,,, n�CKS143 =NA ' NEWSUNROOM.DECK 2nd FLD(ItFRAME :.. s ml — - Ife OW B 1 1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Ze iw Address: /ox, City/State/Zip:G✓20_c e z r-- Phone# Are you an employer?Check the appropriate box: Type of project(required): 1. ❑ I am a employer with 4. ❑ I am a general contractor and I 6. New construction pployees(full and/or part-time).* have hired the sub-contractors 2. Kf am a sole proprietor or partner- listed on the attached sheet.1 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. 9. ❑Building addition [No workers' comp. insurance 5• ❑ We are a corporation and its required.] officers have exercised their 10.0 Electrical repairs or additions 3. ❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12,❑Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address Z3 mSM A ZR- City/State/Zip: N&4A^,Gyw- AA,. Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as requited under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido here certify under the pains and penalt' of perjury that the information provided above 's true and correct. io Signature* Date: Phone ��y ���? Q Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: i � I �Iiuseffq Massac Home Ire rovement Sam le Contract ii This form satisfies all basic requirements of the state's Home Improvement Contractor Law(M language to protect homeownerGL chapter 142A),but does not include standard s Seek legal advice if necessary. Any person planning home improvements should first obtain a copy of"A Massachusetts Consumer Guide tor!Home Improvement"before agreeing to any work on your residence.You may obtain s 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 Iaormation Contractor Information Name Company Name •Street Address(do not use a Post Office Box addresskk Ad /�'� e tttit hip e�'il ' Contractor Salesperson/Owner Name City/Town State ' I Zi Code h Zip Business Address(must include a street address) Alva r 1 wA /r . r Daytime Phone Evening Phone City/Town 9 � State Zip Code Mailing Address(It different from aboSe) Business Phone Tederal Employer M or S.S.Number Home Improvement Contractor Reg,Numbet Expiration date Lmvrequires thatmosthome o ,Ks improvement contractors haveo L 9 ( 7 n valid registration number 071 9 Q D/_2 The Contractor agrees to do the foSIowing work for the Homeowner: v v (Describe in detail the work to completed,specifying the e,brand,and grade of materials to be used,use additional sheets if necessary.) � i Required Permits-The followinglbuilding 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 circumstances beyond the contractor's control arise (Owners who secure their oven permits will be excluded from the Guaranty]Fund provisions of bate when contractor will begin contracted work MGL chapter 142A.) 01 �aZ Date when contracted work will be substantially completed. i Total Contract Price and PaymentlSchedule The Contractor agrees to perform the work,furnish the material and labor specified above for the total sum of: (a:) i Payments will Yrn be made according to;the following schedule: � I upon signing contract(not to exceed 1/3 of the total contract price or the cost of special order items,whichever is greater) $ by / / ._.___ or upon completion of $ by /_' or upon completion of . i upon completion of the contract. (Law forbids demanding full payment until contract is completed to both party's satisfaction) li The following material/equipment must be special $�^to be paid for ordered before the contracted wo'rlc begins in order to meet the completion schedule(**) to be paid for NOTES:(*)Including all finance charges(**)Law requires that any deposit or down-payment required by the contractor before work begins may not exceed the greater of I(4)one-third of the total contract price or(b)the actual cost of any special equipment or which must be special ordered in advance to meet the completion schedule, custom made material Dx ress Warranty-Ts nn express wnrran r beinv nrovided by the contractor? No Subcontractors-The contractor agrees t0 be solei responsible f �Yes all terms of the warran must be attached to the contract /su y P or completion of the workdescribed regardless Party/subcontractor utilized by the contractor. The contractor further agrees to be solei responsible for ass of the actions of any third materials and labor under this a eement y p payments to all subcontractors for Contract Acceptance-Upon signing,this document becomes a binding contract under law. Unless otherwise noted within this document,the contract shall not imply that any lie$br other security interest has I ty been laced on the carefully before signing this contract) p residence. Review the following cautions and notices � i Don't be pressured into si I fining the contract.Take time to read and fully understand it. Ask questions if something is unclear. e Make sure the contractor has alvalid Home Im rovement Contractor Registration. The law requires most home improvement contractors and subcontractors to be registerediwith 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-to c Does the contractor have insurance? Ask the Contractor for his insurance company information so that you can confirm coverage, 5 ask to see a copy of a`proof of insurance"document. 7. • Know your rights and responsibilities. Read the Important Information on the reverse side ofthis form Guide to the Home Improvement Contractor Law. and get a copy of the Consumer � i 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 mainigfficc or branch office by ordinary mail posted,by telegram sent or by delivery,not later than midnight ofthe third business day following the signing of this agreement. See the attached notice of cancellation form for an explanation of this right. DO NOT S T S CONTRACT]F THERE ARE ANS' 3L 111 Two identical copies oFt cc c t be completed and signed. One copy should go to the homeowner. The other copy yssho dSPACES ept by the contractor. Hom wner's Signature C ' Date */zlallt 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 a�omatically 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. i ! 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 consumdr shall be required to submit to.such arbitration as providedIn 14assachuse&General Laws,chapter 142A. Homeowner's Signature Contractor's Signature NOTICE:The signatures of the=pdrdes above:apply only to the agreement of the parties toy alternative-dispute resolution initiated by the contractor. The homeowner may,initiate alternative dispute resolution even where this section is not'-separately signed bythe parties.-! Homeowner's Rights A homegwnees rights under the Home Improvement Contractor Law(MGL chapter 142A)and other consumer protection laws(i.e.MGL chapter 93X)may not be waived in any way,even by agreement.i 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 allGuaranty Fund provisions of the Home Improvement Contractor Law. The contractor is responsible for completing the iwork as described,in a_ ' timely and woxkmat liike manner. Homeowners may be entitled to other specific legal rights if the contractor guarantees or provides an express warranty for workmanship or materials. In addition to guarantees or warranties provided by the contractor,all goods sold in Massachusetts carry an implied warranty of merchantability and fitness for a particular purpose. An enumeration of other matters on which the homeowner and contractor lawfully agree may be added to the terms of the contract as long as they do not restrict a homeowner's basic consumer rights. If you have questions about your consumer/homeowner rights,contact the Consumer Information Hotline(listed below). Execution of Contract . The contract must be executed in duplicate and should not be signed until a copy of all exhibits and referenced documents have been attached. Parties are also advised not to sign the document until all blank sections have been filled in or marked as void,deleted,or not applicable. One original signed copy of the contract with attachments is to be given to the owner and the other kept by the contractor. Any modification to the original contract must be in writing and agreed to by both parties. Contracted work may not begin until both parties have received a fully executed copy of the contract,and the three day rescission period has expired. Accelerated Payments A contractor may not demand payments in advance of the dates specified on the payment schedule in cases where the homeowner deems him/herself to be financially insecure. However,in instances where a contractor deems him/herself to be financially insecure,'the contractor may require that the balance of fiords not yet duel 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 Improvements Contractor Law or other consumer rights,or if you wish to obtain a free copy of "A Massachusetts Consumer Guide to Home Improvement" contact: ! I Consumer Information Hotline Office of Consumer Affairs and Business Regulation ! j 10 Park Plaza,Room 5170,Boston,MA 02116 j 617-973-8787, 888-283-3757 or visit the OCABR website at 1-ittp://VAV�v.mass.aov/ocabr/ If you want to verify the registration of a contractor or if you have questions or need additi�nal information specifically about the contractor registration component of the Home Improvement Contractor Law, clQntact: Director of Home Improvement Contractor Registration Office of Consumer Affairs and Business Regulation 10 Park Plaza,Room 5170,Boston,MA 02116 i 617-973-8787, 888-283-3757 or visit the HIC website at http://www.mass.gov/ocabr/ Go online to view the status of a Home Improvement Contractor's Registration: I http://db.state.ma.us/homeimprovement/licenseelist.asp For assistance with informal mediation of disputes or to register formal complaints against a business,call: Consumer Complaint Section Office of the Attorney General .617-727-8400 AND/OR Better Business Bureau j 508,652-4800,508-755-2548 or 413-734-3114 Version 2.1-11/22/2010 ; i Douglas E.Best,P.E. 180 Davis Road Westminster, MA 01473 508-269-3610(Cell) Email: fullchord@comcast.net(Home) December 5,2011 Inspector of Buildings Building Department 1600 Osgood Street North Andover,MA 01845 Subject: New Sunroom&Deck Graceffa Residence 143 Sandra Lane North Andover,MA 01845 Attention: Gerald Brown Inspector of Buildings Dear Mr.Brown- This rownThis letter will confirm that I have reviewed the design for the"New Sunroom&Deck" which was drawn on September 19,2011 by Russ Philpot of Philpot Corp. along with the I-level and Boise Cascade calculations for the beams and headers. To the best of my knowledge and abilities all of the above mentioned documentation meets or exceeds the requirements of the 8a'edition of CMR 780 and standard engineering practices. Yours truly, DOMW E, BEST WCHMCAL No. 290 Doug as E. Best,P.E. AL I S35-54 JB 192 61, .1- 101.8' LOT AREA ZONING INFORMATION: 41,554 S.F.f ZONING DISTRICT : R3 MIN. BLDG. SETBACKS: FRONT 30 FEET 3 SIDE : .20 FEET o 00 REAR 30 FEET 10 N ASSESSOR INFORMATION: sHEO N MAP 97 PARCEL 69 w 52.5'- 1 } Q M DfCK ABo E�o� 64 0. I �ro SECOND STORY 0) N DECK Z CHIMNEY ' 2 S SOpIj FRAM Y TRUC"i 38.4' P� SAS �tH OF L <v� // D. ,// S DIVAN Ill ROOFED �� CML ENTRY 35:5'.-= No.41586 ' 13072 (UNENCLO".SED.)._ o , 5 0 8 ,2 0 IST NAL 1 - PLOT PLAN OF LAND LANE 143 . SANDRA LANE NpRA NORTH ANDOVER, MASS. SA PREPARED BY: JOHN D. SULLIVAN III, P.E. 22 MOUNT VERNON ROAD BOXFORD, MA 01921 (978) 352-7871 SCALE: 1 "=40' DATE: 11 /29/11 NORT#q Town of KE= 0 . dover, Mass., COC HIC IiEWICK V'k 0�ATE D U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT,.......F ... . ............. ............... Foundation has permission to erect........................................ buildings on ....�. .3....., .r .1. ! .............. . ..........e......... Rough Ch to be occupied as.. M .. ... .......�..�iii/........4%.... I !s ............... Chimney provided that the person accepting this permit shall in every respect conform to the terms of t application on file in Final 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 6j ON S ELECTRICAL INSPECTOR UNLESS CONSTRU S Rough Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR 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. SEE REVERSE SIDE Smoke Det. 1 • !9. •� 1 � � L � �d C�� -___ c t c �5 �� ��� . � � 1 I FB-02 UPPER MAIN DECK OUTER EDGE BEAM by Weyerhaeuser 1 1/2" x 71/4" 1.6E Solid Sawn Southern Pine #2 Ti-Beam®6.36 Serial Number:7004121488 User:2 9/19/20117:50:00 AM THIS PRODUCT (MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:20' Ell EN a a a �, 5. b 5. a 5• � 5.^A Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:7' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 1.50" 654/17810/832 By Others None 2 Wood column 3.50" 2.55" 16781485 10/2163 By Others None 3 Wood column 3.50" 2.37" 1597/410/012007 By Others None 4 Wood column 3.50" 2.55" 1678/485/0/2163 By Others None 5 Wood column 3.50" 1.50" 654/178/0/832 By Others None -See iLevel®Specifier's/Builder's Guide for detail(s):By Others DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 1100 825 1269 Passed(65%) Lt.end Span 4 under Floor ADJACENT span loading Moment(Ft-Lbs) -1032 -1032 1314 Passed(79%) Bearing 4 under Floor ADJACENT span loading Live Load Defl(in) 0.034 0.161 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.041 0.242 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:Specified(LL:U360,TL:U240).Additional checks follow. -TL:0.313" -Bracing(Lu):All compression edges(top and bottom)must be braced at 13'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Graceffa Residence Russell Philpot 143 Sandra Lane Philpot Corporation,Inc. North Andover,MA 72 Heywood Rd. Sterling,MA 01564 Phone:(978)422-3413 Fax :(978)422-3179 R.P H I LPOT@COMCAST.NET Copyright O 2009 by iLevel®, Federal Way, WA_ 5:\TRUSJ01ST\GRACEFFA\F13-02 UPPER EDGE BEAM.sms P 13 RM, #FB-04 BALCONY EDGE BEAM by WeyerhaeuseTJ-Bear User., 6.36 Number:41 P7004121466 3 Pcs of 1 1/2" x 51/2" 1.6E Solid Sawn Southern Pine #2 User:2 9/18/2011 3:16:41 PM Pagel Engine version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ;0 b 12-3" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:2' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,10.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upliff/Total 1 Glulam or solid sawn lumber beam 1.75" Hanger 490/162/0/652 Custom Detail Custom Accessory 2 Timberstrand LSL Beam 1.75" Hanger 490/162/0/652 Custom Detail Custom Accessory -User specified custom detail for support: 1,2. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 636 -588 2888 Passed(20%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 1902 1902 2718 Passed(70%) MID Span 1 under Floor loading Live Load Defl(in) 0.369 0.399 Passed(U389) MID Span 1 under Floor loading Total Load Defl(in) 0.491 0.598 Passed(0293) MID Span 1 under Floor loading -Deflection Criteria:Specified(LL:U360,TL:U240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 12'3"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevelS technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note:See iLevel®Specifiers/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Graceffa Residence Russell Philpot 143 Sandra Lane Philpot Corporation,Inc. North Andover,MA 72 Heywood Rd. Sterling,MA 01564 Phone:(978)422-3413 Fax :(978)422-3179 R.P H I LPOT@COM CAST.NET Copyright © 2009 by iLevel®, Federal Way, WA. TimberStrand® is a registered trademark of iLevel®. S:\TRUSJ0lST\GRACEFFA\BALC0NY EDGE BM.sms Igo a -1 , FB-03 MAIN GIRDER byWeyerhae�ser 3 Pcs of 1 112" x 91/4" 1.6E Solid Sawn Southern Pine #2 Ti-Beam 6.36 Serial Number.7004121486 User 2 9116/20115:44:59PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:19'6112" FIN Elm 9 1/40 9' b 9' Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:7' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 2425 759 1'10 1/2" - HEADER Point(lbs) Snow(1.15) 2425 759 17'8" - HEADER Point(lbs) Snow(1.15) 4164 1320 9'9 1/4" - 2 HEADERS Uniform(plf) Floor(1.00) 0.0 60.0 0 To 19'6 1/2" Adds To REAR WALL SUPPORTS: ' Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upliftrrotal 1 Wood column 5.50" 1.89" 3472/132310/4795 By Others None 2 Wood column 5.50" 4.39" 7957/3217/0/11174 By Others None 3 Wood column 5.50" 1.89" 3472/132310/4795 By Others None -See iLeveI@ Specifier's/Builder's Guide for detail(s):By Others DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 4360 -3409 5585 Passed(61%) Rt.end Span 2 under Snow ADJACENT span loading Moment(Ft-Lbs) -5521 -5521 7426 Passed(74%) Bearing 2 under Snow ADJACENT span loading Live Load Defl(in) 0.080 0.292 Passed(U999+) MID Span 1 under Snow ALTERNATE span loading Total Load Deft(in) 0.104 0.439 Passed(U999+) MID Span 2 under Snow ALTERNATE span loading -Deflection Criteria:Specified(LL:U360,TL:U240).Additional checks follow. -Left Overhang:(LL:0.200",TL:0.200"). -Right Overhang:(1-1-:0.200",TL:0.200"). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 19'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. INFORMATION:PROJECT E O MATION: OPERATOR INFORMATION: Graceffa Residence Russell Philpot 143 Sandra Lane Philpot Corporation,Inc. North Andover,MA 72 Heywood Rd. Sterling,MA 01564 Phone:(978)422-3413 Fax :(978)422-3179 R.PHI LPOT@COMCAST.N ET Copyright O 2009 by iLevel®, Federal Way, WA. S:\TRUSJOIST\GRACEFFA\FB-03 MAIN GIRDER.sms FB-03 MAIN GIRDER by Weyerhaeuser 3 Pcs of 11/2" x 91/4" 1.6E Solid Sawn Southern Pine #2 TJ-beam®6.36 Serial Number.7004121488 User.2 9/16120115:44:59 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Paget Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an!Levels Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note:See iLevel@ Specifier's/Builders Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Graceffa Residence Russell Philpot 143 Sandra Lane Philpot Corporation,Inc. North Andover,MA 72 Heywood Rd_ Sterling,MA 01564 Phone:(978)422-3413 Fax :(978)422-3179 R.PHI LPOT@COMCAST.NET Copyright ® 2009 by iLevel@, Federal Way, WA. S:\TRUSJOIST\GRACEFFA\FB-03 MAIN GIRDER.Sms I / ftlseCascade Triple 2 x 6 SP #2 Floor Beam\F1302 BBCC/CALC®3.0 Design Report-US 1 span No cantilevers 0/12 slope Saturday, September 17, 2011 Build 440 File Name: BC CALC Project Job Name: Graceffa Residence Description: FB02 Address: 143 Sany Lane Specifier: City, State,Zip:North Andover, MA Designer: Russ Philpot Customer: Reil Home Improvements Company: Philpot Corporation, Inc. Code reports: SPIE Misc: 12-03-00 BO B1 LL 490 lbs LL 490 lbs DL 157 lbs DL 157 lbs Total Horizontal Product Length 12-03-00 Live Dead Snow Wind Roof Live Trib.(in.) Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf.Area(psf) L 00-00-00 12-03-00 40 10 02-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 1,982 ft-lbs 83.9% 100% 1 1 -Intemal Completeness and accuracy of input must End Shear 596 lbs 20.6% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. 0274(0.536") 87.6% 1 1 output as evidence of suitability for Live Load Defl. U362(0.406") 99.4% 1 1 particular application.Output here based Max Defl. 0.536" 53.6% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 26.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Hanger Load n/a 647 lbs Unspecified n/a Hanger ( ask questions,please call B1 Hanger Load n/a 647 lbs Unspecified n/a Hanger ($00)232-0788 before installation. BC CALC®,BC FRAMER®,AJS- Notes ALLJOISTO,BC RIM BOARD- BCI6, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(0240)Total load deflection criteria. SYSTEM®,VERSA-LAM@,VERSA-RIM Design meets Code minimum (U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade,L.L.C. Page 1 of 1 I " FB-02 UPPER MAIN DECK OUTER EDGE BEAM by Weyerhaeuser 2 PCs of 11/2" x 61/2" 1.6E Solid Sawn Southern Pine #2 TJ-BearrO 6.36 Serial Number.7004121488 User:2 9/17120117:55:07 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page, Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:20' Ell q 3 � 5• � 5. b Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:7' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 1.50" 654/181/0/835 By Others None 2 Wood column 3.50" 1.50" 1678/493/0/2171. By Others None 3 Wood column 3.50" 1.50" 1597/416/0/2014 By Others None 4 Wood column 3.50" 1.50" 1678/493/0/2171 By Others None 5 Wood column 3.50" 1.50" 654/181/0/835 By Others None -See iLevel®Specifier's/Builder's Guide for detail(s):By Others DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 1104 882 1925 Passed(46%) Lt.end Span 4 under Floor ADJACENT span loading Moment(Ft-Lbs) -1036 -1036 1576 Passed(66%) Bearing 4 under Floor ADJACENT span loading Live Load Defl(in) 0.039 0.161 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.047 0.242 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:Specified(LL:U360,TL:U240).Additional checks follow. TL:0.313" -Bracing(Lu):All compression edges(top and bottom)must be braced at 20'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Graceffa Residence Russell Philpot 143 Sandra Lane Philpot Corporation,Inc. North Andover,MA 72 Heywood Rd. Sterling,MA 01564 Phone:(978)422-3413 Fax :(978)422-3179 R.P H I LPOT@CO MCAST.N ET Copyright O 2009 by iLevel®, Federal Way, WA. S:\TRUSJ01ST\GRACEFFA\FB-02 UPPER EDGE BEAM.sms m W RB-01 REAR WALL WINDOW HEADER by Weyerhaeuser 3 Pcs of 13/4" x 7 114" 1.9E Microllam@ LVL TJ-Beam 6.36 Serial Number.7004121488 Pagel Engin Version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0M2 Roof Slope0M2 �r r521 r All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:7' Primary Load Group-Snow(psf):50.0 Live at 115%duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Floor(1.00) 1678 485 3'3" - DECK POST SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.50" 2425/7591013184 L1:Blocking 1 Ply 1 1/2"x 71/4"1.5E TimberStrandO LSL 2 Stud wall 3.50" 1.50" 2082/660/0/2742 L1:Blocking 1 Ply 1 1/2"x 71/4"1.5E TimberStrand®LSL -See iLevel®Specifier's/Builder's Guide for detail(s):L1:Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 3106 2767 8317 Passed(33%) Lt.end Span 1 under Snow loading Moment(Ft-Lbs) 7365 7365 12273 Passed(60%) MID Span 1 under Snow loading Live Load Defl(in) 0.190 0.258 Passed(U489) MID Span 1 under Snow loading Total Load Defl(in) 0.249 0.313 Passed(U373) MID Span 1 under Snow loading -Deflection Criteria:Specified(LL:U360,TL:U240).Additional checks follow. -TL:0.313" -Bracing(Lu):All compression edges(top and bottom)must be braced at 8'1"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specifiers/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Graceffa Residence Russell Philpot 143 Sandra Lane Philpot Corporation,Inc. North Andover,MA 72 Heywood Rd. Sterling,MA 01564 Phone:(978)422-3413 Fax :(978)422-3179 R.PH I LPOT@COM CAST.N ET Copyright © 2009 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. S:\TRUSJOIST\GRACEFFA\RB-01 REAR WALL WINDOW HEADER.sms m HEADER AGAINST BACK WALL by Weyerhaeuser 3112" x 18" 2.0E Parallam®PSL, Wolmanized®- SL 2 (16% < MC < TJ-Bearn@ 6.36 Serial Number.7004121488 28%� User:2 9/16/2011 3:19:56 PM Pagel Engine Version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:24 ' n —qd 20' Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:7' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 250.0 62.5 0 To 4' Replaces UPPER DECK Uniform(psf) Floor(1.00) 40.0 10.0 4'To 24' Replaces MAIN DECK SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/DeadlUplif(Total 1 Stud wall 5.50" 7.33" 3900/1304/0/5204 E1:Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrand@ LSL 2 Stud wall 5.50" 5.22" 2815/894/0/3708 Al:Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrand®LSL -See iLevel®Specifiers/Builder's Guide for detail(s):E1:Blocking,A1:Blocking -Bearing length requirement exceeds input at support(s)1.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design, Control Result Location Shear(Ibs) 3777 3133 8282 Passed(38%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 17227 17227 27509 Passed(63%) MID Span 1 under Floor ALTERNATE span loading Live Load Defl(in) 0.400 0.648 Passed(0582) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.639 0.972 Passed(L/365) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:Specified(LL:L/360,TL:tJ240).Additional checks follow. -Left Overhang:(LI-Q180,TL:L/120). -Bracing(Lu):All compression edges(top and bottom)must be braced at 24'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. PROJECT INFORMATION: OPERATOR INFORMATION: Graceffa Residence Russell Philpot 143 Sandra Lane Philpot Corporation,Inc. North Andover,MA 72 Heywood Rd. Sterling,MA 01564 Phone:(978)422-3413 Fax :(978)422-3179 R.PHILPOT@COMCAST.NET Copyright © 2009 by iLevel®, Federal Way, WA. Parallam® is a registered trademark of iLevel®. w HEADER AGAINST BACK WALL by Weyerhaeuser 31/2" x 18" 2.0E Parallam® PSL, Wolmanized®- SL 2 (16% < MC < TJ-Beam 6.36 Serial Number:7004121488 p User.2 9/16/2011 3:19:56 PM 28%) Page 2 Engine Version:6.35.0 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLeveI0 Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. -Environment Consideration:WolmanizedO-SL 2 16%<MC<28% .Member analysis is appropriate onl for material that is properly treated in ( ) YY P P Y accordance with procedures authorized by iLevel®.Warranties extended by iLevel®do not include the adequacy or performance of the treatment. I � PROJECT INFORMATION: OPERATOR INFORMATION: Graceffa Residence Russell Philpot 143 Sandra Lane Philpot Corporation,Inc. North Andover,MA 72 Heywood Rd. Sterling,MA 01564 Phone:(978)422-3413 Fax :(978)422-3179 R.PH I LPOTQCOMCAST.N ET Copyright O 2009 by iLevel®, Federal Way, WA. Parallam® is a registered trademark of iLevel®. I #J-01 MAIN DECK FLOOR JOISTS by Weyerhaeuser 1 1/2" x 91/4" 1.6E Solid Sawn Southern Pine #2 @ 16" o/c TJ-Beam 6.36 Serial Number.7004121486 User2 9/20/2011 5:11:13 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED s Overall Dimension:14 0: ' b 11-2" ` 2'10"—d Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Glulam or solid sawn lumber beam 1.75" Hanger 297/82/0/379 Custom Detail Custom Accessory 2 Glulam or solid sawn lumber beam 4.50" 1.50" 472/14210/614 By Others None -See iLevel®Specifier's/Builder's Guide for detail(s):By Others -User specified custom detail for support: 1. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) -405 -338 1619 Passed(21%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 369 369 369 Passed(100%) Bearing 1 under Floor ALTERNATE span loading Moment(Ft-Lbs) 981 981 2152 Passed(46%) MID Span 1 under Floor ALTERNATE span loading Live Load Defl(in) 0.104 0.361 Passed(0999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.130 0.542 Passed(0999+) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:Specified(LL:U360,TL:U240).Additional checks follow. -Right Overhang:(LL:U180,TL:U120). -Allowable moment was increased for repetitive member usage. Bracing(Lu):All compression edges(top and bottom)must be braced at 14'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS, Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Graceffa Residence Russell Philpot 143 Sandra Lane Philpot Corporation, Inc. North Andover,MA 72 Heywood Rd. Sterling,MA 01564 Phone:(978)422-3413 Fax :(978)422-3179 R.PHILPOT@COMCAST.N ET Copyright © 2009 by iLevel, Federal Way, WA. I #FB-05 MAIN DECK GIRDER by Weyerhaeuser 3 Pcs of 1 112" x 9114" 1.6E Solid Sawn Southern Pine#2 Ti-Beam®6.36 Serial Number:7004121488 User:2 9/20/20115:16:54 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:12`8" i 4-2-V' 6 90,4f, Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:7'11" Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,10.0 Dead SUPPORTS: Input' Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 1.66" 2469/701 /0/3170 By Others None 2 Stud wall 3.50" 1.50" 1639/438/012078 By Others None -See iLevel®Specifier's/Builder's Guide for detail(s):By Others DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 2162 1789 4856 Passed(37%) Lt.end Span 1 under Floor loading Moment(Ft-Lbs) 4967 4967 6457 Passed(77%) MID Span 1 under Floor ALTERNATE span loading Live Load Defl(in) 0.151 0.334 Passed(U795) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.188 0.501 Passed(U640) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria:Specified(LL:U360,TL:U240).Additional checks follow. -Left Overhang:(LL:0.200",TL:U120). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 12'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress(Fv)has not been increased due to the potential of splits,checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints,splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: Graceffa Residence Russell Philpot 143 Sandra Lane Philpot Corporation,Inc. North Andover,MA 72 Heywood Rd. Sterling,MA 01564 Phone:(978)422-3413 Fax :(978)422-3179 R.PH I LPOT@CO MCAST.N ET Copyright © 2009 by iLevel®, Federal Way, WA. S:\TRUSJOIST\GRACEFFA\FB-05 LOWER DECK GIRDER.sms Location,A/I No. Date NORTh TOWN OF NORTH ANDOVER AL 3't •. • O � s a y s z Certificate of Occupancy $ ,�. —�CH <�' Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # DV 24 6 67 Building Inspector