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Building Permit #704-13 - 138 AMBERVILLE ROAD 4/28/2013
0+, t�o raA� BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION � �� �► Permit NO: Date Received a, , UAL- Aran � Date Issued: - aCHus 77 ORTANT:Lkpplicant must complete all iteins on this page LOCATION r V O l -e PROPERTY OWNER S - h Print IP Print MAP N : PARCEL: ZONING DISTRICT:V �Hstoric.District yes Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family dditio Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well floodplain Wetlands Watershed District WaterlSewer r� Se Z f&n to rc-k Identification Please Type or Print Clearly) OWNER: Name: S74*;, re ( 'l f Phone: Address: 6<f-vi 1le I2d d�ovc� CONTRACTOR Name: Phone:` 1j Address: Supervisor's Construction License: Exp. Date: Acme Improvement License:. „Exp. ,Date: l57 ARCHITECT/ENGINEER L "V-i �J,,d t i Phone. �� '�� 7--��1 Address: jf t t d,S - t ih _ L (=Pg>r"r..h•� ^a- Reg. No. FEE SCHEDULE:BULD/NG PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ $� f 7 FEE: $ '0 Check No.: 1/4 Receipt No.: C!� NOTE: Persons contracting with unregistered contractors do not have acct s o .ano�fund Si nature ofA ent%Owner ' S� nature of contractor�� �,� M ' . TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION'. -_ Print, PROPERTYrQWNER Rrint` 100•Year01d.Structuw yes, no MAP NO: PARCEL: ZONING'®ISTRICT: _Historic.District yes no Machine-Shop Village. yes, no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic. ❑WeIG ❑ Floodplain q Wetlands ❑ Watershed District, . EI:Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification Please Type or Print Clearly) OWNER: Name: Phone: Address-, C,ONTRACTO.R` Name: Phone: Address: Supervisor's Construction,License: Exp:. Date. Home,Improvement License-. Exp: Date: _ ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund ;Signature of_Agent/Ovvner atu Signre of'_co trn actor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan 0 Stamped Plans ❑ Location a No Date t • - TOWN OF NORTH ANDOVER "IrFIAW Jig ® � Certificate of Occupancy s $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ MD TOTAL $ Check#� �1 26325 BAding Inspector 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 DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ �/ 3 COMMENTS CONSERVATION Reviewed on 261 3 Si nature COMMENTS l c��' HE LTHReviewed on Signature C ETATS i Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes I Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Con nectionlSignature&Date Driveway Permit DPW Towo Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at'124 MainStreet Fire Departiner1t signature/date ' Y; 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, rnast 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 ® Notified for pickup - Date Doc.Building Permit Revised 2010 Building Department The foliawing is a list of the required forms to be filled out for the appropriate.permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits o Building Permit Application u Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract o Floor Plan Or Proposed Interior Work o 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 o Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o 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 products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application ❑ Certified Proposed Plot Plan a 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 Li Mass check Energy Compliance Report o 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 appQal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be sub M. with the building application Doc: Doc.Bui?,fling Permit Revised 2012 09787 Date . TOWN OF NORTH ANDOVER PERMIT FOR PLUMBING w This certifies that . . . has permission to perform . . . . . i, , plumbing in th buildings of. . .�� , , , , . • • , , , , , at . 3-, . �/,�' ; . . North Andover Mas s. Fee . Lie. No. ?')��1 q . . M! . . . . . . . . . . . . . . . . . . . . . . PLUMBING INSPECTOR Check# as 0 R MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM PLUMBING WORK Vw$ CITY _lor_ � .. �cv r.^ MA DATE _/ dg / PERMIT# JOBSITEADDRESS OWNER'S NAMEF73 / tr POWNER ADDRESS 54�, z �--�- TEL ���FAX TYPE OR OCCUPANCY TYPE COMMERCIAL EDUCATIONAL RESIDENTIAL PRINT CLEARLY NEW: RENOVATION: REPLACEMENT: PLANS SUBMITTED: YES[jj N0[] FIXTURES Z FLOOR BSM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 BATHTUB CROSS CONNECTION DEVICE -- DEDICATED SPECIAL WASTE SYSTEM - (� DEDICATED GAS/OIUSAND SYSTEM ! ;- DEDICATED GREASE SYSTEM DEDICATED GRAY WATER SYSTEM _. . DEDICATED WATER RECYCLE SYSTEM DISHWASHER ii DRINKING FOUNTAIN f FOOD DISPOSER FLOOR/AREA DRAIN INTERCEPTOR(INTERIOR) KITCHEN SINK - LAVATORY ROOF DRAIN #SHOWER STALL .SERVICE I MOP SINK TOILET URINAL WASHING MACHINE CONNECTION WATER HEATER ALL TYPES : WATER PIPING _ OTHER �ti yc INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch.142. YES] NO E] IF YOU CHECKED YES,PLEASE INDICATE THE TYPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY E] OTHER TYPE OF INDEMNITY SONDE OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. SIGNATURE OF OWNER OR CHECK ONE ONLY: OWNER El AGENT AGENT I hereby certify that all of the details and information I have submitted or entered regarding this application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be in cWpliance with all P m&nt provision of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. ✓� Bradford PLUMBER'S NAME Piesco J LICENSE# 1.0512 SIGNATURE MP Ej JP[J CORPORATION#,34479-C OPARTNERSHIP[J#=LLC[]#=..... _= COMPANY NAME NurotocoofMAdbaRoRADDRESS 175 Maple Street CITYStoughton ISTATE LMDZIP02072 _ TEL 781-297-7049 FAX 781 341 8817 CELL774 259 2d39�EMAIL Bradford.Plesco@rrsc com _2: -� 1 �k2a`11 ROUGH PLUMBING INSPECTION NOTES BELOW FOR OFFICE USE ONLY FINAL INSPECTION NOTES Yes No THIS APPLICATION SERVES AS THE PERMIT ❑ ❑ FEE: $ PERMIT# PLAN REVIEW NOTES -4/a • ,. v���v�,nYe3tl�RAl0/1� lwa .600_Waashtnsto�:� r AM 021ll Works ns'Co�pem�et�on Ieian m�9Ov/dla . trance Atda�NBavierelCoatracto �trtcT �tcsa� of get taV aben �i A• a-21216_ ddmom ® o • �® . ;cXlstate '�8toti ht 2 Z •• Mne#: 78lt;9- -7049 A��OAIOI�T�� tdt0� %b� •' . ����e8�ot�ar�es� . • ��ed est�ee�e0 met= 7• � .. ���r�ees 'i'�e�aa�orsgm�gae+e 8.' ; �• , 93 1�emaa �ave � l6m OUR nub na MAP �amioapR. � ..�sa�rw •�a► emsNowq r oo®adwv—_N stkeoougaham dr atX SeMw�o1MCM. ; . ����ramreyea 30 mmeo! �y � ma�ettsedwO�matde�e,�enataSpgr aot9 en?Al� Se edf�ats ottl� mgite sago =6419 qr . ' .. . : . . �°� 4t0 �tiYe� �rvl�ler6as�@e�,of . rAFAN f�.�O�gfM1�1�� ••.. 4°0 r�e+d.eosj�. ' • to 196 �`�' t MOM ••-e • PI L=IMBER: AND GASHTTERS', 4; LICEN ED:AS .,- JOURNEYMAN PLUMBIC -.1 SUES THE ABOVE'LICENSE TO BRAD.TOf ) W, P�,'.SGO 35 PROGk E SS I.V AVE �.F ,WBRIOGEl 1UNTE.R MA .023`79-1125 t�509 05i 1 1/14 151554 EXPIRATIONLICENSE NO. DATE SERIAL NO. G�OMMOMWEALTH OF MASSACHUSETTS' DIVISION BOARD • LtCENSE,D AS A MASTER PLU 01:3ER ISSUES THE ABOVE LICENSE TO ADFOKD. W P IESCO a PRO.G-RES:SI:VE_ AVE =` W. BA DGEWATER MA. 02379 1125.. �0512 05%01/14 1513 LICENSE . EXPIRATION DATE SERIAL NO.: !`"COMMONWEALTH OF MASSACHUSETTS' w . - -'DIVISION OF •• • :a -e • F LUMBERS AND GASFITTER5 �1=GISTRED AS A PLUMBING CORP 15$UES.THE ABOVE LICENSE TfS:' WADFbm) P'TESCO NURUTOCD �bF MASSACHUSETTS ri '35 PROGRESSIVE_ AVEI - _ G! BFtI`i?GEWAI ER MA' 02379 11.2 347;9 05/01/14 252:GB0- EXPIRATIONLICENSE NODATE SERIAL NO. LAWRENCE H.OGDEN,P.E. 198 EAST MAIN STREET GEORGETOWN,MA 01833 978-352-8318 fax 978—352-2858 cell: 978-502-5921 June 14,2013 Mr.Jason Lajeunesse JDL Building&Remodeling RE: Alger Residence 13 8 Amberville Rd.,North Andover,Ma. 01845 Dear Mr.Lajeunesse As you requested I visited the site 6/14/13 to review the installation of the Engineered Materials consisting of LVL.s utilized in the framing of the above project. These are shown on plans prepared by JDL Building&Remodeling with the framing requirements certified by me 4/25/13. Based on the above site visit and based on what I could visibly see.-I can certify that to the best of my knowledge the LVLs members utilized in the framing as shown on the drawings are installed properly and meet the loading conditions of the 8th Edition of the Massachusetts State Building Code for 1&2 Family Residences All other framing requirements of the drawings and code,including but not limited to materials,nailing schedules,blocking,connections,manufacturers installation requirements and other details are the responsibility of the licensed construction supervisor responsible for the project. Should you have any questions please do not hesitate to call. Yours truly, L nce H. Ogden P.E. Structural 27765TV 0 NAL ENS I Enter-construction cost for fee cal- North AndoVer Fee Calculation Construction Cost $ 88,175.00 m $ - $ 1,058.10 Plumbing Fee $ 132.26 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 132.26 Total fees collected $ 1,422.63 138 Amberville Road 704-13 on 4/25/2013 38x10 addition, great room and three season porch NORTH own of 1 , a ndover 1614 ' 0 Z oL^K, h ver, Mass, COC KOC Kl WOCK y1. �P���y U BOARD OF HEALTH Food/Kitchen .PERMI.T ,T D Septic System THIS CERTIFIES THAT ..51�N...-.. �f..�...........• BUILDING INSPECTOR has permission to erect.......................... buildings on .. .?- ... `!:.':.' E.. .9..................... Foundation 34P X G �fl Rough tobe occupied as ............................/........................................................................... .............. .. 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 CONSTRUCTIO TARTS. Rough Service ........... ..... .od-" ""............................. Final BUILDING INSPECTOR GAS INSPECTOR .Occupancy Permit Required to Occupy Building Rough Display in'a Conspicuous Place on the Premisesi— 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. SEE REVERSE SIDE i 24-0° _-_'_-- ___22.0•-- -- _.— edge or casement opanlgn to front foyer stairs•up to second floor �. Bustin ea snd try Existlpg half Wan to bg removed EXISTING DINING ROOM;;— EXISTING FAMILYROOM EXISTING FAMILYROOM NEW custo li r� i New 8 enol l yout to The Flooring j New Carpeting 17-2 C1s'r Span New Anderson New Anderson _ i French Wood French Wood Boom 11 stalled Bpd will removed I Patio Door Patio Door open to capt kl hen to California room Installed in current opera of double mull windows -- ' - ... t Exii�ny ETlripleo \ l NEW SPRINKLER-HEADS PER DESIGN �l Doonngl NEW R Tile NEW SPRINKLER HEADS PER DESIGN .,Ic -C ls FlFlo sloping `loping e'Calling to match as �lsting al°pa a— e'Calling to match existing sloping ••- .. . _ eadboard Wainscot---: ed- _ r inelxa Center Ggldg .� -- - -•eloping •••••• m.a t.r.. sloping\`rdwood Flooring J 4 N A�daraon neh, cod Pat Door a..u,.anwum.w.mmev.a �i hr.m�b foam N—C......t Window. ro 6.aw 2lacks stul pockets to 6•aw 6'Wall Neigh Proposed 20x10 4 Season Porch FIRST FLOOR ALGER RESIDENCE DESIGN PREPARED BY 138 AMBERVILLE RD,N.ANDOVER MA PJDL BUILDING&REMODELING PROPOSED 38x10 ADDITION OFFICE 603.418.8664 WWW.JDLBUILD.COM The Co. oWhalt of Massachusetts Department of Fare Services Office of the State Fire-Marshal : . P.0.Box 1025 State Road,Stow,NLk 01775 : PERMIT Date: Y oZ S�-/�� North Andover Permit No (Citrj of Tavm) (If Applicable.) '•Dig SafeNumber In accordancd with the provisions of M GL.j 4$ Chapter�r as provided in section U-1—LMR 3 4 Start Datc This Permit is granted to: . Full name ofpersoo,Firm'or Corporation Pennissionto locate dumpster for construction/renovation/demolition of building, Coarrnents; .dumpster must be 25 ' from structure if unable to place with required RcsLrictioas:clearance dumps-ter must be covered with plywood or tarp end of 'work -day at (Give fetation by stTee[,(SL',o-aa no.,or desc Vin such manner as[o pr a�equate idenfiFcationUf 1'ccatioa) FccPaidS 50 .00 + Fire Chief This Permit will expire. 2-//Z ua permit Tide) �Olans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL blic Sever 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 DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMENTS CONSERVATION COMMENTS DATE REJECTED DATE APPROVED HEALTH COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water&Sewer Connction/Signature& Date Driveway Permit Located at 384 Osgood Street FIRE DEARTiNT -"Tema }urn pster otfi"slteyes �� a a #-orated at 14 Mal Street' p Fire Department sigitature/date ' = r • t COMMENTS „ . « ,Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. �UU Total land area, sq. ft.: �',U 0 ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No X DANGER ZONE LITERATURE: Yes No 5C MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA—(For department use) 0 Notified for pickup- Date Doc.Buildiug Petinit Revised 2012 MASSACHUSETTS CONTRACT FOR CONSTRUCTION SERVICES This agreement made this Zs:'bay of April 2013, by and between JDL BUILDING& REMODELING OF NEW ENGLAND LLC(HIC# 153003), herein called the"contractor", and Stan and Aurelie Alger, herein called the"Grantee". The location of the project is 138 Amberville Rd,North Andover MA The Contractor and Grantee mutually agree: The contractor,having visited the site,is satisfied that all costs included with this project are included in this bid. The contractor shall furnish, all labor,materials,equipment,and services to complete all tasks associated with the Scope of Work specified within the proposal and/or other documents. Documents specifying scope of work: Proposal #781 dated 41412013 - Alger Addition Schedule/Time Table Contract Amounts and Payments: The Grantee shall pay the contractor for the performance of work in accordance with the terms and conditions of this Contract for the sum of$88,175 written Eighty Eight Thousand One Hundred Seventy five dollars A down payment of$0 is required,rendering a balance of$88,175 which shall be paid: X 1.with installment payments as specified on payment schedule Scope of time and warranty The work shall start in May 2013 and will be completed in 8 weeks but does not take into account delays due to;additional workmanship required to complete contract,work stoppage due to weather,or material back orders.The contractor shall correct any defects due to faulty materials or workmanship within three hundred sixty-five(365)days of Contract completion. Default The Grantee may declare the contractor in default for any of the reasons listed below and may terminate in whole or part any portion of this Contract. •Failure to begin work within a time frame that correlates to the start date specified Failure to provide adequate labor,equipment,or materials to ensure work is completed as specified •Failure to remove and replace any work rejected by the Grantee as unsatisfactory •Unsatisfactory performance Permit Notice: It shall be the obligation of the contractor(and his subcontractors)to obtain the required permits as the owner's agent. Owners who secure their own construction-related permits or deal with unregistered contractors shall be excluded from access to the Guarantee Fund. Permit(s)required: Building Permit Electrical Permit Mechanical Permit Contractor Signature/Date ��2 - y 1!X-)O/3 Grantee Signature/Date _-- �'/riit ?C'3 f I r f MASSACHUSETTS CONTRACT FOR CONSTRUCTION SERVICES Disputes The contractor and the grantee hereby mutually agree in advance that in the event that the contractor has a dispute concerning this contract,the contractor may submit such dispute to a private arbitration service which has been approved by the Office of Consumer Affairs and pAiness Regulation and the consumer shall be required to submit to such arbitration as provided in Mt c 142A. Grantee Signature: � -7kA52-1-e z�%3 Contractor Signature: The signatures of the parties above applies only to the agreement of the parties to alternate dispute resolution initiated by the contractor.The owner may initiate alternative dispute resolution even where this section is not signed separately by the parties." Notices: The grantee by law is entitled to cancel this contract within three days as specified under MGL c 93 s 48; MGL c 140D s 10 or MGL c2551)s 14 as maybe applicable. In addition,the grantee is also entitled to warranty rights under the provisions of 780 CMR R6 and MGL c 142A. Be advised that all home improvement contractors and subcontractors shall be registered and that any inquiries about a contractor or subcontractor relating to a registration should be directed to; Registration Division, Program Coordinator One Ashburton Place Room 1301 Boston,Ma 02108 Tel:(617)727-3200 ext.25239 Activation of Contract: This instrument,together with all above articles is the contract. The parties hereto cause this instrument to become active as of the day and year specified above and by signing below. Contractor of Record JDL BUILDING&REMODELING OF NEW ENGLAND LLC Employer Federal ID Number 43-2111165 Address 33 Palm Drive Greenland NH 03840 Contractor Name and Title Jason Lajeunesse, Owner (� Contractor Signature/Date r^ q / DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES Grantee Name/Title Stan Alger and'., " retie Algerr' Grantee Signature/Date rv� ZS�f,,%& ?,11,3 D- 0.,f"I TOWN OF NORTH ANDOVER 3=O44YL0 t,�"�oOFFICE OF ° BUILDING DEPARTMENT 400 Osgood Street '•""" ' * North Andover Massachusetts 01845 ss, 5e D Robert Nicetta, Telephone(978)688-95454 Building Commissioner Fax (978)688-9542 CONTROL CONSTRUCTION-SECTION 116.0 M.S.B.C. CERTIFICATE OF ENGINEERING! BULDING INSPECTOR TOWN OF NORTH ANDOVER 400 OSGOOD STREET NORTH ANDOVER MA 01845 1, LAwRsnx,r y. CaGDEn. HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT 136 A M ER V 1 LG.E RD N ORT4 AA DO Vg(? DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE BUILDING CODE AND APPLICABLE FEDERAL REGULATIONS FOR THE FOLLOWING: FRAM I.VL. *A00 W Q1.L 6 Me—t N L. a AUTHORIZED SIGNATURE: ?1 DATE: 4 1 2 0 1 3 REGISTRATION: 277 S 5TRuG?vAA L H OF AZA, NOTE: ENGINEER"WET STAMP" MUST BE AFFIXED TO THIS FORM uwrs�gt=, `y 0 N 03 O Coutro!Cbnsburkm Form revised 11,15.2004 d/ONAL ENC' 9�tv(�3 BOARD Of APPEALS 688-9541 CONSERVATION 688-9530 I-IEALTIl 688-9540 PLANNING 688-9535 LUW,7 ILMI Location: North Andover,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6322 Climate Zone: g Construction Site: Owner/Agent: Designer/Contractor: 138 Amberville Road Stane&Auerlie Alger JDL Building&Remodeling North Andover,MA 03833 33 Palm Drive Greenland,NH Compliance:2.8%Better Than Code Maximum UA:71 Your UA:69 The%Better or worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Floor-California Room:All-Wood Joist/Truss:Over Unconditioned 180 30.0 0.0 g Space Wall 1:Wood Frame,16"D.C. 144 21.0 0.0 6 Window 1:Vinyl Frame:Double Pane with Low-E 20 0.350 7 Window 2:Vinyl Frame:Double Pane with Low-E 20 0.35D 7 Wall 2:Wood Frame,16"D.C. 90 21.0 0.0 2 Door 1:Glass 48 0.350 17 Wall 3:Wood Frame, 16"D.C. 90 _'(.0 0.0 4 Door 2:Glass 21 0.350 7 Ceiling 1:Cathedral Ceiling(no attic) 216 30.0 0.0 7 Skylight 1:Wood Frame:Double Pane with Low-E 15 0.400 6 Compliance Statement. The proposed building design described here is consistent with_jre,';ililding plans,specifications,and other calculations submitted with the permit application.The proposed building has been desighf,"d to meet the 2009 IECC requirements in REScheck Version 4.4.0 and to comply with the mandatory requirements listed in the RE_'(; eck Inspection Checklist. Name-Title Signature Date Project Notes: 38x1$12 Room Addition. Condtion area is a California Room approx 18x10 and is used for the Energry Calculation of this report. The uncondition porch is being insulaed to the same values,but will not have heat. This porch is separated from the heated spaces by exterior grade doors. Project Title:Alger Addition ort date:Re Data filename:C:\Users\JDL BUILDING\Documents\REScheck\alger.rck P e.04! I Page 1 1 of of 1 The Contmoniveallli of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Stree4 Suite 100 Boston,MA 02114-2017 www.inass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(BusinessiOrganizatiomTndividual): t-y h Address:_23 Alt. In t�+c City/State/Zip: /f/# Phone#: Pg`-70 74 tf 6 Are you an employer?Check the appropriate box: 'Type of project(required): 1.M I am a employer with Id 4. ❑ I am a general contractor and I employees(full and/or part-time).' have hired the sub-contractors G. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have rl' S. E)Demolition working forme in any capacity. employees and have workers' 9. Eg Buildinng addition [No workers'comp,insurance comp. insurance.+ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13,[1 Other camp. insurance required.] *Any applicant that checks box'i�'I must alsofill out the section below showing their workers'compensation policv information. I 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 state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number I am an employer that is providing porkers'compensation insurance for nn,employees. Below is tare policy and job site information. Insurance Company Name: 11.1PJ11 9111 e At,4J^01 y �- Policy#or Self-ins.Lic.#: S,ee p� �j Expiration Date: g 4A- 'e Job Site Address:AN AA City/State/Zip:,1�14 9A__ei_Ah11_ Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 andlor one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may, be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do here,y certify}ander the pants d penalties of perjttri that the iaaforrnatinn provided above istrue and correct Signature: v Date: /-7-,7//-7 Phone#: �,)r 7G/ Y� l Of)"tcial use only. Do not write in this area,to be.completed Gil cite or town oricial City,or Town: Perm lVL icense# Jssuiug Authority(circle one): 1.Board of Health 2.Building Department 3.Cit- Clerk 4.Electrical Inspector 5.PlumUingInspector 6.tither Contact Person: Phone#: .aco CERTIFICATE OF LIABILITY INSURANCE DAT/24/2 13 YY) 04/2412013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must 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 Debbie Rogers B geld Insurance 147 Merrimac St. PHONE (978)462-0833 FAX .(978)462-2880 E-MAIL Debbie R@byfieldins.com Newburyport MA 01950 -ADDRESS:--- INSUI AFFORDINGCOVERAGE NAIC Harleysville/Worcester INSURED NsugFg Bjechnology Insurance Co. 26182 JDL Building&Remodeling of New England LLC dba United Framing NsugEg c,HarleysvilleMorcester 33 Palm Dr. INSURER D HarleysvilleMorcester Greenland NH 03840 INSURER E INSURERF, _J 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 TYPE OF INSURANCE LIMITS GENERAL LIABILITY SPP00000031935D 6/10/2012 06/10/2013 EACH OCCURRENCE $ 1,000,000 rA X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,000 CLAIMS-MADE a OCCUR MED EXP(Any one arson $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMITAPPLIES PER: PRODUCTS-COMPIOPAGG 5 1,000,000 POLICY X PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT I ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS _ AUTOS imide $ D X UMBRELLA LIAB X OCCUR CMB00000070122P 12/10/2012 6/10/2013 EACH OCCURRENCE 2,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE 2,000,000 WORKERS COMPENSATION TWC3341224 11/06/2012 11/06/2013 STATU- X OTH- AND EMPLOYERS'LIABILITY 500,000 B ANY PROPRIETOR/PARTNER/EXECUTIVE N/A E.L.EACH ACCIDENT OFFICERIMEMBER EXCLUDED? 500 OI)0 (Mandatoryin NH) E.L.DISEASE-EA EMPLOYEE If es,describe under 500,000 E.L.DI EASE-POLICY LIMIT DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,I1 more space is required) additional insured included when required by contract CERTIFICATE HOLDER CANCELLATION At 496 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF NORTH ANDOVER THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN TOWN HALL ACCORDANCE WITH THE POLICY PROVISIONS. 115-117 Pleasant St. NORTH ANDOVER MA 01845- AUTHORIZED REPRESENTATIVE Fax:(978)68-9542 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Lt::t7;0 ,;t �� c fi Marr z tni i'sQ Sur r r zi�ciui,i^a c .r CONTRACTOR R)t•tn the e xptr)�,on d. ! is Nint7 retort:to: �{)h, ,fv1PFQVENIET\, serif stior, t � C)ffcc c)c�.4rst,rai, .,+a,,;i :st,ti ssirc:s r sr; say rr,asr,3ti�, av?4 _ iu',w ,rrp F ec)o1Qr.MA 02136 DING � -,''�� ..t�i(3 wit4,{illi_ ------------ } , mn c c Unrestricted-Buildings of any use group which Con sper,tau; contain less than 35,000 cubic feet(99l YTYt)of mcloscd sic. "S.: �I a:i ���� Failure to possess a current edition of the Massachusetts i/,r'8j201,!s State Building Code is cause for revocation of this license'. For APS Licensing information visit: wwwWass.Gav/AP5 1 ,��� License or registration valid for individul use only ✓/ze '� fairs u§io ss egu anon before the exn nm T Affarse. land Business Regulatiof found return to: n \ Office of Consumer office of Co HOME IMPROVEMENT CONTRACTOR Type. 10 Park plaza-Suite 5110 u= Registration: 153003 Ltd Liability COMOT Boston,MA 02116 gyration: ,1:0!2312014 r Exp JD UILDING& G". NEW ENGLAND — JASON LAJEUNESS� o_ signature g=7� of valid with g 33 PALM DR. Undersecretary GREENLAND,NH 0384Q PROJECT TIMETABLE/PAYMENT SCHEDULE Job/Location: AlgerAddition Proiected Start Date: May2013 Proiected Completion Date: July 2013 Total Proiect Weeks: 10-12weeks PROJECT TASK DAYS TO COMPLETE items in yellow reflect work which can be overlapped Foundation/Sitework/Inspections 10 days Framing/Remodeling/Roofing,wndows,Siding 12 days Heating,and Electrical/ Inspections 5 days Insulation/Inspection 3 days Drywall-Hang/Finish 6 days Extenro Stairs 2 days Tile Flooring Prep 2 days Cabinetry Install 7 days Finish Work-case windows,doors,waisncot,ceiling 5days Hardwood Flooring, Tile Flooring 4 days Finish-Install Baseboard 1 days Painitng 4 days Final MEPs 3 days Carpeting 1 day Final Inspection/Punchout 2 days Total Project Days 52 Crew Days PROJECT MILESTONE PAYMENT DUE Deposit-Pemirt Obtained $5,000 Foundation Complete,Start of Framing $20,000 Completion of Shell,Start of MEP's $20,000 Completion of Meps'insulation,drywall,start of finish $20,000 Substantial Completion $20,000 Completion Final Inspection&Punchout $3,175 Total Payments $88,175 AMBERV/LLE ROAD ZONING DISTRICT VILLAGE RESIDENTIAL 100.00' AREA=43,560 S.F. FRONTAGE--W' FRONT SETBACK-25' SIDE SETBACK-15' REAR SETBACK-30' MAP 108C LOT 77 #138 AMBERVILLE RD. 0 V DECK 8 STA/RS TO BE REMOVED L J w x PROPOSED ADDITION PLAN 4g' LOCATED IN a PROPOSED NO.ANDO VER,MA. g ADD/TION PREPARED FOR ADDT/ STANLEY F. ALGER //I 103.76' DATE:APRIL 2,2013 SCALE:1=20' 20 0 20 40 FT �H Of MAgCSG gAGI 33191 v `' ' PROFESSIONAL ENGINEERS& LAND SURVEYORS F P - CHRISTIANSEN & SERGI, INC. oQ v su160 SUMMER STREET, HAVERH/LL, MASSACHUSETTS 01830 WWW.C3i-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 DWG.NO.:13022.001.006 < < Vi�z,r n r s }g ^ <r , z : a a s x= 5 r- f , � v z r. r u , r « , Y' d> x t-. r, 1 1!, e g f 2 22'-0" 4'-0" edge of casement openign to front foyer - — 10%7".------.-.-..--- stairs-up to second floor - ------- ------ ----------- �c existin' cam and try ExistiIng half Wall to b;e removed EXISTING DINING ROOM EXISTING FAMILYROOM EXISTING FAMILYROOM NEW I costo I I Builtin � I W 4 I I / co New Cabinet layout to ( N@W Car etin o be finalized ` The Flooring I P 9 \ I 17-2 Cie r Span New Anderson New Anderson French Wood French Wood Beam installed a id wall removedPatio Door Patio Door open cacept kit:hen to California room I Installed in current openings of double mull windows Existing Fireplace NEW SPRINK 1iE PER DESIGN ���///NEW r, �i R Drywall Tile Floorin NEW SPRINKLER HEADS PER DESIGN sloping sloping lopingsloping --------- 9'Ceiling to match existing ---------> ------ 9'Ceiling to match existing � � ----> adboard Wainscot 0 Reuse der sora .. - - - - - - Pine 1x8 CenterBead.Ceilia b sloping breaL .f area sloping Hardwood Flooring flew dersbn I _ Frenc ood v Pati `oor Re-Use windows removed from family room New Casement Windows irs ' ro 5-5w 2 jacks stud pockets ro 5-5w 8'Wall Heigh Proposed 20x10 4 Season Porch OF y `P9 AWRENCE �y — --- 17'-10" -- -- - -- -- --- 20'-2" — ---- -- - o HARQED v OGDt --I ti FIRST FLOOR ALGER RESIDENCE DESIGN PREPARED BY . 138 AMBERVILLE RD, N.ANDOVER MA 424 JDL BUILDING & REMODELING GEAT'Fteo D2 PROPOSED 38x10 ADDITION OFFICE 603-418-8664 WWW.JDLBUILD.COM r r, �.a 5 lnfj ge 3'£ EXISTING FOUNDATION CUT ACCESS TO NEW pin to existing FOUNDATION TO EXISTING pin to exi'ing foundation foundatio WALLS T4 simpso , old down 3000 PSI Ready Mix-Air Entrained embedd in foundation 8"thick concrete wall 20"wide x 10"tall footing NEW FOUNDATION 1/2 d with nut and washer j bolts o simpson Hold do 6'oc&3-1/2min-12max from end of plate embedded in fou ation min 7"embedment BASEMENT SLAB -------------------------------- 2"thick slab 4 mil poly tape . . all , , u c . : 24-1 simpson Hold down simpson Hold down embedded in foundation embedded in foundation N aF'bAs�9 z °ti 38•-0" AW G HAkADi:L VJ 'P 65 p�Q FSSrONAI ENC'` FOUNDATION PLAN ALGER RESIDENCE 41ar� 3 138 AMBERVILLE RD, N. ANDOVER MA FO& Fq.4r•,ti 9 PROPOSED 38x10 ADDITION W ceiling joist 2x8 ledger 5"ledger k 4"oe JJJJ L Bar en Wall Specifications 4112 . • • • • New Flush am e•® • • e • • • • • e • • • 2x ars .(311-314 x 1 ZLYL.• 2x10 Floor joist 30 Year Architecural Shingle 2x10 Collar axistiog joist Continuose Ice and Water Coverage rafter to ceiling Joist Joist Han efs 1/2 Zip Roof sc h25 nnectors common hd 10d r ilunh s de slots ��EEC=imCl onVentedEaves with Vinly Soffit g; )Fa n Rake wr ed with trim coil -btoc between ra a sds 2.5ce a d aPPeach end Vinl Siding 8d toe nail to plate h y g Existing House 7/16 Zip Wall CD 5.25 x 525 psi post each B rren Wall —�� 2x10 collar tie/e ceiling joist New Addition chch en� 2x6 wall framing 1�@ 5"o late to ri 2 6 al s 3/4 advatech t&g sub floor j --- 2x10 floor joist —� Simpson a23 angle both side double 2x6 sill(pt/kd) Insulation 2x10 Floor Joist _ _ — .— _2x10 Floorjoist Grade s, olid block r30 floor-kraft paper up "3000 psi ready mix wall Jois Ha gers --- 0"x 10"footing (sim sor Nailing schd 10d r21 wall, poly,taped Waterproofed& i bolts 6'oc 2'from ends com ion through side slots) propoer vents in slopes Perimmeter Drain r38 kraft slopes and fllts in ceiling o 4"perfpipeembed edi stoie, New Crawl Space Basement Headers insulated with I"foil faced foam covered wit"I � 2"stab 3000 psi ready mix --4mil-Holy-taped _ 10"crush stone C#4 all Rebar Vpoint l --- — -- 32'-0" W-0" 0CS1.1 Cross Section -New Addition CS1.1 Cross Section -Existing House 1.tH OF g AWRENt E Py NAk::LD w O Q- D' � y H \ 765 p �F�1pNAL FN�'��� CROSS SECTION ALGER RESIDENCE DESIGN PREPARED BY 41231#7 138 AMBERVILLE RD, N.ANDOVER MA CRRtii ro PROPOSED 38x10 ADDITION JDL BUILDING i& REMODELING OFFICE 603-418-8664 WWW.JDLBUILD.COM Continuos Sheathing Continuos Sheathing -solid block plywood seams -solid block plywood seams -3'-7"of Braced Wall panel -3'-7" of braced wall panel • • Continuos Portal Frame HD 16"Of Braced Wall panel Nailing 8d�113)@ 6"oc • • at panel• ges •• Nailing 8d(.113)a 6"oc • Nailing 8d(.113)@ 6"oc Nailing 8d(.113)@ 6"oc 12"oclntermedeidate• at panel edges • at p n!I fsdges Pa 9 at panel edges • • a 7 oc intermldeidate 12"oc interme eidate • 12"oc intermedeidate ?• • • • • • Continuos 2x6 top plate • • • • • -- -----,� � • 3) 2x10 • :. • �,p II f�7L+(/� °ll NJ to strap • Ista p • • I i ' � � le • IQ's I • • M doub 1 • ek • ! double jack • jack j • • � I j t • • • • • • Simpson Hold Down • • Embedded in foundation (2 Simpson Hold DoHn Embedded in foundation CS2.1 Back Wall Nailing 8d(.113)@ 6"oc . ' • •Qontinuos Portal Frame HD at panel edges • • 12"oc intermedeidate • Nailing 8d(.113)@ 6"oc 16"Of Braced Wall anel • at panel edges • 12"oc intermedell date • 3 trap • • u • Simpson Hol • • Embedded in fo ndation •(2)Simpson HoI4Down &mbedded in fpundation a� (lib (DCS2-2 Side Wall / California Rm CS2.3 Side Wall / Four Season Room �(N OF* LAWRENCE Cy H kC:LD cn U C � y p 2 65 O Q, fSS/ON-ALNG�� ti•.,. BRACED WALL PANEL DETAIL ALGER RESIDENCE 138 AMBERVILLE RD, N.ANDOVER MA DESIGN PREPARED BY */a5/ 1 3 GC12TiFie» Por PROPOSED 38x_10 ADDITION JDL BUILDING & REMODELING k F44r„I^01 OFFICE 603-418-8664 WWW.JDLBUILD.COM Ledger Board Lagged to House with 5" Ledger 6" oc staggerd Simpson Joist hangers per manufactures nailing schedule 3-6 Cut out to new Crawl Space from existing (10d hanger nail faces/ 10d common side slots) basement- Reinforce with Header (3 - 2x10) as Neccessa ry x10 FloorJoist 16 O Bridging Mid Spa n connect with 2 rows of5"@16"oc Flush frame Beam (3) 1-3/4 x 18" LVL min(2)2x10 hdr min(2)2x10 hdr Ini O 3�t 0 portal-insulated 0 00p, (1) 1- 11-7/8 LVL \1) x-7/8 L 2x'10 Raftes '16" O (3)2x6 insulate I - - - - - - - --CAD 'N01iOFM�1 (3)2x10 portal-insulated AwgfNCE (3)2x8 insulated double jack stud pockets in between each window HG'oio CJ m Braced Wall �•. 2776$ y 1 Lines �.t�s G; F.� O S�0 NAL EK�'�C� 4'l800 'Oro /=,C-0 ):o'r FA4^.1^7 FRAMING PLAN ALGER RESIDENCE DESIGN PREPARED BY 138 AMBERVILLE RD, N. ANDOVER MA PROPOSED 38x10 ADDITION JDL BUILDING & REMODELING - OFFICE 603-418-8664 WWW.JDLBUILD.COM • ��,� � �?3 � iz'�H '"tea 9 w e ,. ... ..' _ �� , •`, � z she l AL1 �� � a f E 3•; -m$po�, � +z' �P Y a" .� ^;.. "`�•�. � � s �� ,car.. n�_ � *.;�.,,. e r. w � ` � �' ANI �' ¢' d•4 � ( �� «� S �y l T§ r w Fy t � @t F s c a� 4f z. ... a C �•S� y� � q�� A 3 I 3 •a fix. -� �I �` �� �� t r ism WX C� h 7-01' AV k 4 N 1 vy. i to ( ,�',� �'•._. , bony wall refer to Larry 09dsn Tables R60210.4.1,1 A7d,-Wre R60a.10.a 1.1 for Port'We//Iretghi opening With Ogdtsn ,Englne�ring mad required tenalon air*? keadar to sxtend over tJ/al/Panel S-mall: lho enwComcast'nst } T of Plate Double Top P/airs & Alan Carroll r ' Colonl�l Draft tng z ti `^ o z 978-90?-0131 -4 ;4Connect Plate to Ns wltN z row8 lOd mens m 12"oc. �' �! 8/an�Gdrafting:GOm ne� $ r.. to e� a a a tr t �OdP p4 + + ♦ b r pa P 4 P tr 6tmpeon 8tr :L—f A R= "t 7 a l2"o.a at Bach end of opening 3 roma ityp.) nada C"Inslda race of Wel/ $ c. ( m wlctsrad to top of wdll It ii Connect ShsatHJJrg te,Needmr Q ` Connect Plats to Nsaawr it y with 8d Halls in 3"o.c, m rq With 2 rows Md 61nker GrJd as shown Nana s 3"o.a �t �� 5heathtng sp/!ce t'A OF Mqs 13lock/ng for aheathAtg c 4 /oc&iew within mlddls 24" Q p 4'abovs top of �� RENCE �Oti Q foundatlon. Conrasat 0 led Nails-All Studs,Plate, o ARGLD U OGD:N -+ w a with(3)-16d 5/nkat Nails � � �i �i 51/!s 4 Blocking�3 o.c, � F a� Corrnsot Btuds with 2 rdww 2 10d ra9/ls a 4"o.o. O G•,� (� Garage eC7ocar ss, Q,YAL E1 with 1 W"x 2 1/2"x 346"Waaher Plate 6inpson STF/D 14 strap Tle $heathTn�► �e LIII"t�IiltSn B A307 Bolter 7"embed (min.) Wold Down at each end ISI 1� •4 Dowels at eorrasr � or Wall pane/s. <typJ `( 14"Embea, (min)/n Cora_ •4 Rebar Wlth/5"Lap T a B of wall «gyms SM RJ 4- Method PION a.,r t y; L �, Open/ tUal1 r x' 3c � lntermed/ate Portal i>amm downs 1 tt RbOZ.1Q.3.3/RC XlC one o4 nsbe' "n Ih shear Corw Cidfc�CJ� �00I" � �"�`'`" !2"M,� Cyndttlons �Ltmttr�tlorrs Fi'a117T>rIG�' >�i�tUll'tol/7enL`5 reEar 1e Jeh *' 'mss MIn/mum Pane!1®ncth L = enadaanw-- '�—: tory or rwtw�sTxo�q w nsreiams - punmmerrea"n1 24"—?t34 '. Emrnatamouumwenomrsmotaaan �3pa ® r 6eeh v Yin i l M WEndnbte,mnl��rdPilMF1 ' � •" " snmvenxnan ThlB dBtall Is schemat/c, rxsqulr bracing smoio _mss — _. � In 8rac5rd wall L/rag. see Foundation Plan for ;. snroia s,as aau 4 awo._,; '.. �/ Helghtmay.des 1.mda msec d75ni Ps:mmmwn eomMe stm W11 Panel lsngths and loeatlon t.auo�okme weomnau,mdwamorm °wxmdmnm JncreB9eSd 1Tom 10,to I1' immmmambma"ibn ,wwm,astr�"asienmiro"m��. �lh or of 87'ND Straps and Anchor L3olts robes"n°°°° rf rsgrrrtad ran a.rm sn+D,d tK'.[ne msturce b s'emn."xo.Xmas an w m"eoudroeta wt, bracJny'JB Jncraased s.uaaeerc roa6 a5o owh m een ion Womb. - e.icenrpamntu'E6axemeze ht"bmaeonbrbcdbxwa. X l.2 with a maximum gekl"Im ivwKalmgl/e:ipp,Im 6A,¢tt biO4aM Imm�wn. vertical opening of 9-0`, STRUCTURAL GENERAL NOTES: 19. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE S'H EDITION OF THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS,IRC2009 AND ALTERNATIVE DESIGNS AS INDICATED ON T1IE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS I- ALL LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM OR APPROVED EQUAL INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE av 4-? n.` RECOMMENDATIONS O BE PER THE CURRENT MANUFACTURES ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING ta"D ALL INSTALLATION T _ REQUIREMENTS OF THE CODE. AND SPECIFICATIONS.E�-2 000,000 PSI,Fb=3100 PST. �- � � ALL CADS_1 7E 2DESIF DESIGNATED ON DRAWINGS AS VERSA=LAM TO BE BOISE 20. THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY ARE A PART OF Z o S DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED. I! WITH ANY HOLES EXCEPT AS ALLOWED BY MANiJFABTURER DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED WITHOUT �� --- 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR APPROVAL OF THE ENGINEER LESS TO BE CONNECTED TOGETHER AS SHOWN ON DRAWINGS. 21. AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR IS 3. ALL LVL INDWIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS PERFORMED M 3P�.0 vL $It qc�nJA �4 MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF V," dia. BOLTS ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUFACTURES INSTALLATION �N9 - ' REQUIREMENTS AND THE 8TR EDITION OF THE MASSACHUSETTS BUILDING CODE 2 *�-_„ ANSUASME STANDARD B18.21-1981 @ 12"oc. STAGGER OR OFF SET EACH ROW FOR 1&2 FAMILY RESIDENCES. QR�w� BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF ® p - 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON DRAWING. ENGINEER:LAWRENCE H.OGDEN P.E. 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 198 EAST MAIN STREET TO 3 LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5", 5 LVLS USE 6'X 3.5 OR ON GEORGETOWN,MA.01833 ' POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. 978-352-5318, ce11978-502-5921 --- 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC. @ PANEL EDGES AND I2"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. NOTES: 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC. @ I) SCREWS To BE FASTEN MASTER TRUSS LOK PANEL EDGES AND 12"OC:FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. OR SI PSON SDW SCREWS SEE DRAWINGS FOR LENGTH OF SCREW AND CORNER STUDS TO BE ATTACHED TOGETHER WITH 16D NAILS @ 12"OC,OR AS ON CENTER SPACING. SHOWN ON DRAWINGS 8. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S °C `K �` °G 2) ALL 2 MEMBER LVL BEAMS TO HAVE SCREWS 4 $Pry wG 5 QA GNG SQACIwL I saaciu4 4 FROM ONE SIDE. C 3) ALL 3 OR 4 MEMBER LVL BEAMS TO HAVE SCREWS IN ACOORDANCE WITH ASTM C1002 @ 12"OC.AND SHALL PENETRATE -_ - SCREWS FROM ONE SIDE UNLESS FRAMING A MIN.OF 5/8" OTHERWISE NOTED ON DRAWINGS. l ° ' 4) OT TYPE OF SCREW SPECIFIED DO NOT 9. ALL OTHER FRAMING TO BE PER THE 5�. EDITION OF MASSACHUSETTS STATE SUBSTITUTE AS SCREW CAPSPECIFIED MAY NOT BE BUILDING CODE,IRC2009. FRAMING LUMBERfb=875 psi, E=1,300.000 psi 1 . :.... . . ADEQUATE, 10. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE, ♦SND of c e R INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. I aR -+Ql M- DETAIL OF CONNECTING SPECIFIED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LVL MEMBERS TOGETHER( LEAD TIME FOR DELIVERY. USE SIMPSON HURRICANE TIE AT THE SAVE END OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS AND HARDWARE LED.ae.a. L o K TO BE CORROSION PROTECTED PER PRESSURE TREATED LUMBER MANUFACTURES RECOMMENDATIONS AND SIMPSON STRONG TIE gti;Fe.sz -ro FASTEN rws-rtP. -TEC.L4rjlcA(- rsvLLET'N "COMMENDATIONS,OR STAINLESS STEEL. p j�-cx- To R vM 3 0t s rr �corz 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE 1 rtJ sT q Lt ATl O N P 9 0ce o va€5 A1JP 0 1-1-.4.E 2 MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND R o �Re r1 e-� s �ZF1 OF* SPECIFICATIONS FOR LVL BEAMS I ti 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTLAWRENCE ERUPTED SUPPORT L >?UE� G oTzu� t7 0. ►+aRCLo ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. D_N 13. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD F ti �7 r,s o CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE o � � ENG04NER PRIOR TO PROCEEDING WITH CONSTRUCTION. FSS�o.v r 14. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT DRAWINGS INCLUDING SHOP DRAWINGS. + 15. ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL. 16. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT INSTALATION MANUAL. 17. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND SNOW LOAD 50 PSF,DECK LL 40 PSF WIND LOAD 100 MPH.EXPOSURE B. 18.FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A IfJIIDW" BEARING CAPACITY OF 2 TONS/SQ FT STRUCTURAL GENERAL NOTES: 19. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE 8TH EDITION OF THE MASSACHUSETTS STATE BUILDING CODE FOR 18c2 FAMILY DWELLINGS,IRC2009 AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR AS L_ ALL LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM Q OR APPROVED EQUAL INDICATED ON THE ARCHITECTURAL DRAWINW OPENING SIM AND LOCATIONS OR GS WITH OUT DRAWIIGHTS AND NGSWALLS OF APPROVAL OF THE p p � SPAGInt ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING RECOMMENDATIONS AND SPECIFICATIONS.E-2,000,000 PSI,Fb=3100 PSI. REQUIREMENTS OF THE CODE. ALL COLUMNS DESIGNATED ON DRAWINGS AS VERSA=LAM TO BE BOISE 20. THESE GENERAL NOTES AND ALL THE PROJECT DRAWINGS TO WHICH THEY ARE A PART OF ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED_ ASC ANY HOLES Fc,DO NOT KN(JTCH OR CUT LVL BEAMS OR PENETRATE � � DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED WITHOUT ASCADE 1.7E 2 �.._._... o ES EXCEPT'AS ALLOWED BY MANUFABTURER APPROVAL OF THE ENGINEER- OF 2. ALI.LVL INDIVIDUAL MEMBERS INBUILT UP BEAMS THREE MEMBERS OR 21. AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR IS LESS TO BE CONNECTED TOGETHER AS SHOWN ON DRAWINGS. TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS PERFORMED n� 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREEFROM 6 M.p'vv. ePau . ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUFACTURES INSTALLATION 1` MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF li" dia.BOLTS, REQUIREMENTS AND THE 8T EDITION OF THE MASSACHUSETTS BUILDING CODE - o ANSI/ASME STANDARD B18.21-1981 @ 12"oc. STAGGER OR OFF SET EACH ROW FOR 1&2 FAMILY RESIDENCES. o 0 3 Rtaws BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON ¢ I DRAWING. ENGINEER:LAWRENCE H.OGDEN P.E. 4---- 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 198 EAST MAIN STREET TO 3 LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5", 5 LVLS USE 6"X 3.5 OR ON GEORGETOWN,MA.01833 POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. 978-352-8318, cell 978-502-5921 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC. @ PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. NOTES. 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.@ 1) SCREWS To BE FASTEN MASTER TRUSS LOK PANEL EDGES AND I2"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. OR SmIPSON SDW SCREWSSEE DRAWINGS FOR LENGTH OF SCREW AND CORNER STUDS TO BE ATTACHED TOGETHER WITH 16D NAILS @ 12"OC.OR AS ON CENTER SPACING. SHOWN ON DRAWINGS 8. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S `A •NC Z) ALL 2 MEMBER LVL BEAMS TO HAVE SCREWS �S'pAU�Jf SPQGt+uG SpAU5:pA_GtLG IFROM ONE SIDE. 3) ALL 3 OR 4 MEMBER LVL BEAMS TO HAVE SCREWS IN m O F 5/8,, WITH ASTM C1002 @ 12"OC.AND SHALL PENETRATE SCREWS FROM ONE SIDE UNLESS FRAMING A MIN.OF Sib" OTHERWISE NOTED ON DRAWINGS. 3 t 9. ALL OTHER FRAMING TO BE PER THE 8 . EDITION OF MASSACHUSETTS STATE 4) USE TYPE OF SCREW SPECIFIED DO NOTSUBSTITUTE AS CAPACITY MAY NOT BE BUILDING CODE,IRC2009.FRAMING LUMBER#b=875 - P ° ADEQUATE. p� E- 1,300.000 psi t�� �. ..._.... . 10. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE sswa OF tc6 oR Jot n INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS_ DETAIL OF CONNECTING SPEC MD'HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LVL MEMBERS TOGETHER LEAD TIME FOR DELIVERY. USE SIMPSON HURRICANE TIE AT THE EAVE END C:�otiNlcTorts 5fg P4111S-t sTF-K - OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS AND HARDWARE TO BE CORROSION PROTECTED PER PRESSURE TREATED LUMBER MANUFACTURES RECOMMENDATIONS AND SIMPSONSTRONG TIE gEtte,q. 'To F5TEt4 w\STt2 TECON14iL- 6UL(.e.rfiy RECOMMENDATIONS,OR STAINLESS STEEL. V.F.c r- t_E,ac Ep- To ?-%m 3 w sT �=oR, 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE 1 tV 5Tp tL-L A R QN qP90C-POP-ES AQP 0-r-+r R p�tK OF,y MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND REQ"'REM T s o��`` � WRENCE �yG SPECIFICATIONS FOR LVL BEAMS -ZE� HAR- D u 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT t_Ey cG E-P- GouaaE<c:"T7.0 i C) ueN y ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. a5�p 13. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE CSS�ONA�ENG�� P-NGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. q'I ZS 3 14. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT DRAWINGS INCLUDING SHOP DRAWINGS. 15. ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL. 16. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT INSTALATION MANUAL. 17. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSP,ROOF GROUND SNOW LOAD 50 PSF,DECK LL 40 PSF WIND LOAD 100 MPH.EXPOSURE B. 18.FOUNDATION TO BE CARRIED DOWN TO UNDESTUR13ED SOIL HAVING A SUM BEARING CAPACITY OF 2 TONS/SQ FT f s'