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HomeMy WebLinkAboutBuilding Permit #395-14 - 20 METHUEN AVENUE 10/28/2014 L TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO Date Received Date Issued: ' IMP TANT: Applicant must complete all items on this page LOCATION Print � PROPERTY OWNER SUS i Print 100 Year Old Struct re s no MAP NO: PARCEL ZONING DISTRICT: Historic District yes Machine ShopVillage es n 9 y 91 TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building xOne family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well 0 Floodplain ❑Wetlands ❑ Watershed District ❑Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: \w s entification Aaase type or Print Clearly) OWNER: Name: Phone: Address: "K 73 Tw Cep M_ ,� CONTRACTOR Name: °'� c _ Phone: Address: t�� 0 Supervisor's Construction License: �tU << _- Exp. Date: \ rl`{ Home Improvement License Exp. Date: ARCHITECT/ENGINEER h. OCAPhone: Address: Reg. No. FEE SCHEDULE:BULDING PERMIT:$12.00 PER$100 X98,�9F_71. TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 3 FEE: $ 7�� /� C Check No.: ;-_3Receipt No.: NOTE: Persons contracts ' tered contractors do not have ac o aranty fund Signature of Agent/ wner y iature of contrac Plans Submitted�Vi Plans Waived ❑ Certified Plot Plan Stamped Plans ❑ Plans Submitted-[] PlansWaived❑ -Certified Plot Plan ❑ Stamped Plans ❑ TYPE- 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 ❑ ❑ i COMMENTS .CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature ° COMMENTS 6 Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit I)PW Tow;! Engineer: Signature: y Located 384 Osgood Street FIRE-DEPARTMENT =Temp Dumpster on site yes no .:Located-at 124,Mair, Street - `Fire'Departme► t.signatu`re/date ' r• 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.$10041000 fine NOTES and DATA— For department use El Notified for pickup - Date Doc.Building Permit Revised 2010 Building Department The foli'3wing isa li°st of the retluired.forms to be filled out for the appropriate permit to.be obtained. Roofing, Siding, Interior Rehabilitation Permits o Building Permit Application o Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses o Copy of Contract o Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster.permits require sign off from Fire-Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application a Certified Surveyed Plot Plan o Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract Li Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products j NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application a Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract o 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 apw al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm.tted with the building application Doc: Doc.Building Permit Revised 2012 Location AGA- * rn 4e- No. Date l �/ a • - TOWN OF NORTH ANDOVER Certificate of Occupancy $� Building/Frame Permit Fee $ ..- Foundation Permit Fee $ Other Permit Fee $ TOTAL Check# 3 4 r vEilding Inspector J LAWRENCE H. OGDEN,P.E. 198 EAST MAIN STREET GEORGETOWN,MA 01833 978-352-8318 fax 978 352-2858 cell: 978-502-5921 March 24, 2014 Mr. Walter Erickson. Applewood Construction 92 Middlesex Rd. Unit#3 Tyngsboro, Ma. 01879 RE: Residence 20 Metbuen Ave.North Andover, Ma. Dear Mr.Erickson As you requested I visited the site 2/13/14 and 3/24/14 to review the installation of the Engineered Materials consisting of LVLs, Engineered beams utilized in the framing of the above project. I met with you, These are shown on plans prepared David E. Capaldo,AIA dated 1/10/10 with the framing plan sheet 8 and detail sheets D-1 to D-4 certified by me 10/25/13. 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 and details 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, provided the following work is performed. 1. Insure all LVLs are connected per the detail sheet D-3. 2. Insure 3-16d nails are installed from the wall plates to rim board between studs as shown on sheet D-2.. 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. H OF 41 Yours tr ly, oz�' WRB�ICE yc 3 2¢/i� y . La ce H. Ogden P.E. Structural 27765 a F1 66 �sS�ONAI EN�'\� ti r A� woo COUStruct,len Corp. March 31,2014 Mr. Gerald Brown, Building Commissioner Town Offices 1600 Osgood Street North Andover,Ma 01845 RE: 20 Methuen Ave Dear Mr. Brown, Attached for your files is a copy of the structural engineers report for the dwelling we are building at 20 Methuen Ave in North Andover. We hope to call for frame inspection in another week or so- Thanks. R fully Walter Eriksen 92 Middlesex Rd. Unit #3 •Tyngsboro, MA 01879 • Phone: 978-649-2727 • Fax: 978-649-3540 www.applewoodconstruction.com • awc.walter@comcast.net awc.carl@comcast.net LAWRENCE H. OLDEN, P.E. 1.98 EAST MAIN STREET GEORGETOWN,MA 01833 978-352-8318 fax 978 3 - 85 March 24, 2014 cell: 978-502-5921 Mr. Walter Erickson Applewood Construction 92 Middlesex Rd. Unit#3 ,v Tyngsboro, Ma. 01879 Qom + - /0 n 6 RE: Residence\20 Methuen Ave. North Andover, Ma. Dear Mr.Erickson As you requested I visited the site 2/13/14 and 3/24/14 to review the installation of the Engineered Materials consisting of LVLs, Engineered beams utilized in the framing of the above project. I met with you, These are shown on plans prepared David E. Capaldo,AIA dated 1/10/10 with the framing plan sheet 8 and detail sheets D-1 to D-4 certified by me 10/25/13. 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 and details 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, provided the following work is performed. 1. Insure all LVLs are connected per the detail sheet D-3. 2. Insure 3-16d nails are installed from the wall plates to rim board between. studs as shown on sheet D-2.. 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. ��P�S ,y Yours truly, N OF enTIC'TIC'ce H. Ogden P.E. Structural 27765 o F� �o .n /BTEC Fss�aNAL o,NORTH , M AC • 3?,'..`,r. �•,'•got •w�,s e{49 i CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 395-14 on 10/28/2013 Date: November 4, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 20 Methuen Avenue MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: AJ and Sons 92 Middlesex Road Tyngsborough,MA 01879 Building Inspector Fee: PrePaid$100.00 Receipt: 27049 Check :133 'Y NoRrk 0��t L E D�.6 APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION "^rEED)of,Pp .�5 BUILDING PERMIT # l SSRCHUS�� ADDRESS/LOCATION OF PROPERTY:­ Lt1�C s/� A-we, Map -T3 Parcel C)_30 . Lot Number SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: I FIVE (5)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. . APPLICANT SIGNATURE I Permit Issued to: -► rte ; Address: Wper s N OPn &VA ROUTING D� / TOWN ENGINEER; SITE PLAN—DRIVE-WAY REVIEW I 1 CONSERVATION -3 PLANNING DPW-WATERMETER Id-31 SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST SIGNATUU File:Application for 0C form revised Jan 2007/2011 1 NORTH own of . - No. - o h , ver, Mass, b Zg COCHICHl WICK j x.95 RATED U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT Bu Dln�InJ�PE R W04 ....- h.,, 7..... . JUit.�/ri. ......A�j ......................................................................... p Q. .,,�M Foundation has permission to erect .......................... buildings on ..... .... �. !�lli�....��::-.�......... to)2, . e�� �2 22 .. tobe occupied as ........��...[..... ....... 1lh:4..... ....... ..L. . ....... . .........'.............................. 2na eyrovided that the erson acce nithi.. ermit shall in 6e res ect conform t e terms of the a lication p p r p 9 p rY p pp l /. . on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and � f Construction of Buildings in the Town of North Andover. PLUMBING 117 PECTOR RF VIOLATION of the Zoning or Building Regulations Voids this Permit. aux' 3 PERMIT EXPIRES IN 6 MONTHS -ELECTRICAL INSPECTOR .) .•UNLESS CONSTRUCTION R Rou �m�s / ` . .. .. .. ................................. ..................... ... ......... . BUILDING INSPECTOR nai j-:7� A/ GAS INSPE TOR 3 Occupancy Permit Required to Occupy Building ou �v Display-in a Conspicuous Place on the Premises — Do Not Remove 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 '9- � III Enright, Jean From: Egge, Matthew Sent: Tuesday, November 04, 2014 11:23 AM To: Enright,lean Subject: RE: Not feeling well Yes that sounds good. I have reviewed the file and was planning on signing the co when they came in. I'll sign it when I am back in the office. Matt From: Enright,Jean Sent:Tuesday, November 04, 201410:32 AM To: Egge, Matthew Subject: RE: Not feeling well I found it. List for getting a CO: House#posted and visible, letter from engineer(rec'd 10/13), lot stabilized,. The contractor confirmed lot is stabilized and house# posted (fire dept has signed-off). An as-built is in file.Are you Vok if I tell the building department that you have reviewed and are ok with issuance of CO and will sign the form when you get back? -----Original Message----- From: Egge, Matthew Sent:Tuesday, November 04, 201410:20 AM To: Enright,Jean Subject: RE: Not feeling well I do remember and yes they are all set I believe.The file is in the shelf above my desk, not on top but in the shelf. Matt From: Enright,Jean Sent:Tuesday, November 04, 2014 8:16 AM To: Egge, Matthew Subject: RE: Not feeling well Matt, Methuen Ave is here for a CO. Do you know if this house is all set? -----Original Message----- From: Egge, Matthew Sent:Tuesday, November 04, 2014 6:35 AM To: Bellavance, Curt; Enright,Jean Subject: Not feeling well Hi- I am not feeling very well this morning. I am going to stay home today to recoup, but I will answer emails and try to come in later if I feel better.Sorry for the late notice... I don't know where this came from. Matt 1 �- H ' A ♦ �.y M ♦��9fr SSACVN5E1 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 395-14 on 10/28/2013 Date: November 4, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 20 Methuen Avenue MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: AJ and Sons 92 Middlesex Road Tyngsborough, MA 01879 Building Inspector Fee: PrePaid $100.00 Receipt: 27049 Check :133 NORTH 32 yt:l` • o APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION �' O • eyb '� CHUs���y BUILDING PERMIT # 3 cr 5 "l ADDRESS/LOCATION OF PROPERTY: 9090 Me- /1 V'CA Ave,� MapUn, Parcel Q 3y Lot Number SUBDIVISION: DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNATURE Permit Issued to: T .4 �3L�nc Address: 773 Wqqre-.s,5 b ""-iA epi0pnM-Ch ROUTING TOWN ENGINEER; SITE PLAN—DRIVE-WAY REVIEW Ill CONSERVATION 11 - 3 - 0 ? PLANNING VI (K-N, P.4—C -- DPW-WATER METER SEWER CONNECTION L1�' DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST SIGNAT File:Application for OC form revised Jan 2007/2011 � NORTIi Town ofAndover F Q 'y' 0% No. oLAHR h , ver, Mass, d 28 COCMIc"IMCK S U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BU DI II�,SPE R THIS CERTIFIES THAT � YL. 1........................... .. ��IMU-n'T W01 I, / Foundation has permission to erect.......................... buildings on .,Q..a . ......... 2ugh*ey to be occupied as ......��.[.. ....... 1l.'K:4..... ....... ..L�+. ....... . .........'.............................. cni rovided that the erson acce n this ermit shall in e e res ect conform t e terms of thea licationp p Yp� 9 p rY p pp naI 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 TIPCT.ECI OR AA VIOLATION of the Zoning or Building Regulations Voids this Permit. d 3 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION R Rou — ...................... .. .................................................. nal /'7 ✓ v s.���,�. BUILDING INSPECTOR • GAS INSPE TOR 3 Occupancy Permit Required to Occupy Building ou z��/� - �Y Display in a Conspicuous Place on the Premises — Do Not Remove dfe j toAf-/ 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 Y NORTH Town of . tAndover No. t - ,� oh , ver, Mass, b Zg COCHIC" WICK ADR�Ire S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ............. ... . .....�'.�10.4. ���li l In1�PE R a � Foundation has permission to erect.......................... buildings on .Q..�....��G.. .�!�1�-.... to be occupied as .............l..... X11:!!:4..... y ........ ...... .. ...... . .........�.............................. Chi e provided that the person acce ng this permit shall in a ery respect conform t e terms of the application nal `rte� ` 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 TIP.ECIOR 31r°— VIOLATION of the Zoning or Building Regulations Voids this Permit. Q);�/' F o;.;e 3 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR •UNLESS CONSTRUCTION R Rou d0V Co. ...................... .. .................................................. nal BUILDING INSPECTOR ��- A/ (lop - GAS INSPECTOR 3 Occupancy Permit Required to Occupy Building o� ni'l, . �Y Display in a Conspicuous Place on the Premises — Do Not Remove "fO feAf- 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 � Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 2919375.00 m $ - $ 3,496.50 Plumbing Fee $ 437.06 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 437.06 Total fees collected $ 4,470.63 20 Methuen Avenue 395-14 on 10/28/2014 Single Famly Home c i Massachusetts -Department of Public Safety Board of Building Regulations and Standards Consteucti(n Supervisor License: CS-011041 WALTER K'ER EN(-S USAAn6 262 WESTFOAD RDI TYNGSBORP MAI 01879 n Expiration Commissioner 01/2V2014 2 ' I J I F I ' EXIST. N/F 25' WIDE JOHN AND ROSE -- N/F ACCESS & VENTRILLO JOHN AND CYNTHIA UTILITY N/F OTTAVIANI EASEMENT I SCOTT MAYO TM 73 TM 73 I TM 73 TL 38 TL 39 & 40 I TL 42 100.00' ,. � 1 M 10 LOT #30 AREA=13,850 S.F. N/F =0.318 AC. JOHN VENTRILLO TM 33 TL 11 15.16' 1, 58, d CEMENT `V CONCRETE FOUNDATION N 0 15.23' �- 2' In 36' 26.77' n � . TOP OF ooh FOUNDATION EL.=146.91' #31 �f N/F `V M NICOLE AND JOHN ri MCNAUGHT T TL 9 I IR FNk I IP FND 100.00' IP FND M ETH U EN (PRIVATE-40' WIDE) A VEN U E - V NO TES 1. SEE TOWN OF NORTH ANDOVER ASSESSORS MAP PLAN OF LAND #73 LOT #30 AND DEED BOOK #1337 IN PAGE #410 E.N.D.R.D. FOR SITE, NORTH ANDOVER MASSACHUSETTS ACHUSETTS DRAWN FOR 0 2. ZONING DISTRICT IS R-4 A & J & SONS, INC. 0 73 PROGRESS AVENUE CL TYNGSBORO, MA a ���aul n �A SCALE: 1"=20' DATE: JULY 27, 2013 N I✓6 rs �`s 0 1040 20 60 � �s��r.r �. .,, . .��'�• TM #78 TL #33 SDL B MERRIMACK ENGINEERING SERVICES 7/26/13 i66 PARK STREET } STEPHEN E. TA I SKI, R.L.S. DATE ANDOVER, MASSACHUSETTS 01810 Town of Andover to No. * t h , ver, Mass, b ZS COCNICNl WtC i 0RA TE O 1►PP��y LI BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ............. ....�' 40_1.�........................................................................ BUILDING INSPECTOR Ahl has permission to erect.......................... buildings on .......... �,.......... Foundation 22 Rough to be occupied as ......�..1..... ....... J1lx:4..... ....... ..L41. ....... . .........'.............................. Chimney provided that the erson acce ri this permit shall in etre res ect conform t e terms of thea lication p p p rY p pp 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 3 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR U Cv. UNLESS CONSTRUCTION R Rough D Service ...................... .. .................................................. Final BUILDING INSPECTOR 3� Occupancy Permit Required to Occupy Buzldzn Rough GAS INSPECTOR Display in a Conspicuous Place on the Premises - Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. SEE REVERSE SIDE i o g NORTy wn o Andover No. _ :wKh 1. ver, Mass, / i �s,9s0�greo U RMIT T BOARD OF HEALTH EFFood:/Kitchen�j em THIS CERTIFIES THAT...(/.°`C.71vxl.b.., BUILDING INSPECTOR has permission to erect....... ................. building , / ...S On L! i / ounation to be occupied as ................ .... Rough provided that the ....... ... R:: :.... 1.." /.,. ...../�....................... e person accepting this permit shall in every resp conform to the terms of thea application Chimney on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Final Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTI STARTS ELECTRICAL INSPECTOR Rough Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remo Rough Remove Final No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT [Burneret No. JSEE REVERSE SIDE ke Det. f2fREScheck Software Version 4.4.1 Compliance Certificate Energy Code: 2009 IIECC Location: North Andover,Massachusetts Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 6322 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Methuen Ave James Patierno North Andover,MA AJ and Sons 73 Progress Ave Tyngsboro,MA 01879 978-649-1100 ajandsonsjim@aol.com Compliance:7.6%Better Than Code Maximum UA:354 Your UA:327 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code bade off ndes. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Cavil ty C6nt.!' Gla zing� UA Assembly Areabr R-Value -Value or Door Perimeter U7Factor� Ceiling 1:Flat Ceiling or Scissor Truss 2448 40.0 0.0 71 Wall 1:Wood Frame, 16"o.c. 720 21.0 0.0 32 Window 1:Vinyl Frame:Double Pane with Low-E 112 0.280 31 Door 2:Solid 40 0.280 11 Wall 2:Wood Frame,16"D.C. 468 21.0 0.0 25 Window 2:Vinyl Frame:Double Pane with Low-E 28 0.280 8 Wall 3:Wood Frame,16"o.c. 840 21.0 0.0 39 Window 3:Vinyl Frame:Double Pane with Low-E 112 0.280 31 Door 1:Glass 40 0.300 12 Wall 4:Wood Frame,16"o.c. 192 21.0 0.0 9 Window 4:Vinyl Frame:Double Pane with Low-E 28 0.280 8 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1512 30.0 0.0 50 pli n -1 tement: The proposed building design describeq, ere i n is .nt with the building plans,specifications,and other on bm* with the permit application, A I Th d'b i a e designed to meet the 2009 IECC requirements in The propos' u' e propost ESc ck sio 4. . and to comply with the mandatory re uir n s I in he REScheck Inspection Checklist 7 Name-Title Signature Date Project Tide: Report date: 10/28/13 Data filename:C:\Users\Walter\Documents\REScheck\methuen ave north andover.rck Page 1 of 4 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-40.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 3:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 4:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Law-E,U-factor.0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Vinyl Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 2:Solid,U-factor:0.280 Comments: ❑ Door 1:Glass,U-factor:0.300 Comments: Floors: ❑ Floor 1:All-Wood Joist(Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Project Title: Report date: 10/28/13 Data filename:C:\Users\Walter\Documents\REScheck\methuen ave north andover.rck Page 2 of 4 F-1 Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Ll Wood-burning fireplaces have Basketed doors and outdoor combustion air. Air Sealing and Insulation: Lj Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Lj Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. F-1 Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. L3 Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. F) All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fitfings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 195.8 cfm(8 drn per 100 ff2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 293.8 cfm(12 cfm per 100 ft2 of conditioned floor area)pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 146.9 cfm(6 cfm per 100 ft2 of conditioned floor area) when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 97.9 cfm(4 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: Project Title: Report date: 10/28/13 Data filename: C:\Users\Walter\Documents\REScheck\methuen ave north andover.rck Page 3 of 4 Ej Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. L] For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Lj Circulating service hot water pipes are insulated to R-2. Lj Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: D HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Lj Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: i Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: Lj A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD: Buildin ( g Department Use Only) I Project Title: Report date: 10/28/13 Data filename:C:\Users\Walter\Documents\REScheck\methuen ave north andover.rck Page 4 of 4 C2009 �ECC Energy �J( Efficiency Certificate Ceiling I Roof 40.00 Wall 29.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): Window 0.28 0.25 Door 0.28 0.30 . a Heating System: Cooling System: Water Heater: Name: Date: Comments: ABBREVIATIONS NOTES SINGLE FAMILY RESIDENCE AFF. ABOVE FINISH M.R. R FLOOR Mpp���$ E TYP. TYPICAL 1. THESE PLANS ARE DRAWN AS REQUIRED FOR CONSTRUCTION BY AN EXPERIENCED. RESISTYANr USCENNCED GENERAL CONTRACTOR. THIS PROJECT DOES NOT FALL UNDER LIVANG SPACE SQUARE FOOTAGE (FINISHED): BD. BOARD OPNG. OPENING W/ WITH THE PROVISIONS OF CONTROLLED CONSTRUCTION. THEREFORE, THE CONTRACTOR IS SOLEY RESPONSIBLE FOR COMPLIANCE WITH ALL CURRENT CODES AND LOCAL ORDINANCES. 1ST FLOOR: 136 SQ. FT. _ CONT. coNTlNuaus PLYWD_ PLYWOOD WD. wooD 2ND FLOOR: 1395 SQ. FT. DIA. DIAMETER P.T. PRESSURE FURTHERMORE. THE CONTRACTOR AND NOT THE ARCHITECT IS RESPONSIBLE FOR ALL TREATED CONSTRUCTION MEANS AND METHODS. TOTAL' 2331 SQ. FT. EXP. EXPANSION PTD. PAINTED 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS INCLUDING ROUGH OPENINGS PRIOR EXT. EXTERIOR R. RISER(S) PRIOR TO PROCEEDING WITH WORK. FIN. FINISH R.O. ROUGH OPENING 3. THE CONTRACTOR SHALL PROVIDE SEPERATE ENGINEERED DESIGN BY A REGISTERED GWB. GYPSUM WALL SIM. SIMILAR PROFESSIONAL FOR ALL ENGINEERED ELEMENTS AND SPECIAL CONSTRUCTION. c� BOARD LB. or # FOUND(5) STL STEEL 4. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL TEMPORARY SHORING AND SUPPORT, INCLUDING ENGINEERED DESIGN OF THE SAME WHERE REQUIRED. � N MTL METAL T. TREAD(S) � OS SMOKE DETECTOR V O ® CARBON MONOXIDE DETECTOR I�LA ve� g -75 i� O ARCHITECTURAL SHMGLE ROOFING ALUM. TRIM ATTIC tEtFl o a a aso 0 0 o as a o 0 oa o a o o a o . SEDOW FLDOR z 0 0 oa o ®® o as a z > � 0 0 J ® ® ®®® o ou o ®aa o 0 0 I I I I i '-----------------------------� I I L------------------------------7 r-I------------- -------------------------J DRAWN_ D.C. L------. ---"-------...-------- CHECKED: D.C. ————'.—— SCAM' 11,C I FRONT ELEVATION DA'E- 1/10/10 Drawing Number i GENERAL NOTES CONSTRUCTION NOTES I-; CONCRETE SLAB NOT TO EXCEED 30'-0" IN ANY SILL ANCHORAGE: W.DAMPPeo0FM/WA10WR00 Mc DIRECTION WITHOUT MIN. 1" DEEP CONTROL JOINT The sill) plate shall be anchored to the foundation with 1/2" dia. 4r r Pays"We INSUL UNLESS W.W.M. IS INSTALLED bolts placed six feet on center and not more than 12 inches from the corners wrr REAR 05 o 40'oc. Bolts shall extend a minimum of 8 inches into concrete GRME1 VERIFY WINDOW OPENING WITH WINDOW MANUFACTURER SILT SCiEQ7 PRE ALL CONCRETE TO BE 3000PS1 ® 28 DAYS U.N.O. SLEEPERS AND SILLS SUMT ORM and slits on a concrete or masonry slab which is in direct seA�wr AT ALL sus oPvaNcs rn. contact with the earth hall be of approved naturally durable or preservative % 1/r PRE__U"D JOMr MUER treated wood. , s yr 00W_Sus w/80 10A0 WWM GIRDER ENDS: str�As rTAeoEn r The ends of wood girders entering exterior masonry or concrete 51z www shall be provided with a 1/2' min. air space on top, sides, and end unless e'COMP.M,w. naturally durable or preservitive treated wood Is used. k. .0— u hl& MiNWALf- I RP ME AS ON PA-A0 TYP. FOUND. WALL BECTON Tyr_r-d STEP—DOWN FOUNDA71ON/FOOTINGS AS REQUIRED — GC TO COORD. 58'-0' 11 4'-0' 10-g' W-6' S-T r-------------------------------------------- ----- ————————————— ---- I I ------ - --- . — ---- _.— ------------ _--------..-----------T�-- I r---------- 1 r— 6 0 SLIDER I I 1 I Fzc>CntN&5 'F00jV 4T1 O N WALLSI i tt I I I� 1 I i An�t3 13 4SP-MaNT SL 4115 BASEMENT NDO I I I 1 TYPICAL OF 4 CawGRaT F'� 3aoapsL I I I i CrARAGS SL-�4B I � AM F_N'rRAIA�&Q - I I I I 5'-10° 5-8 5'-8' 5'-10' I I F+b = 350o P$i AA\9. F_WMIINFV -i I i I I I I I 1 -1------- ------ ------ ------- ----- - , I I z I-_ - --- ------ = I -----=- ------ �T--=- - 1 0 N So L.ce CI} 4 a I I I ----- ------- --- � :31/2- P � -jBEA P iI— UNEXCAVATED I i DIA LILLY COLUMN `l I I M I I I I I z z 1 I I Iou 2'w�DE ! I Z) Q I ! X lZ" I I i I I Fpr'T r;Vr� UL a- j I i MSN BASEMENT /-UTILITY I i I I j Z@ 4, h%0 14T I I ( I 10- CONC. FOUND. WALL I i I i w 1 T H O W/ 23" FOOTING TYP. I I. I L----------- - ------------j 1 IS �4OAMFtcM 12.1` D@t- P I Im '\ I �� 1 I - -------- - ------ ---b T L- --- ------- I — ------- ----- ------------------ I Zt^9�� lrot-Ean(20 h -- ---------------------------- �1�7 i1 DRAWN: 1/2' DIA. ANCHOR BOLTS ' ® 6'-0' O.C. & 12"4MM MAX 3/Z„ MFAI cNEacED FRO M stip D F 6AGf� -0- SCALE 1/4'_1'-0- p��T DATE: Drawing Number FOUNDATION PLAN A- 2 1/4" _ r-0- GENERAL NOTES ALL INTERIOR PARTITIONS TO BE 2x4 WOOD STUDS ® 16" O.C. WITH 1/2' GYP. WALL BOARD EACH SIDE UNLESS NOTED OTHERWISE VERIFY WINDOW OPENINGS WITH WINDOW MANUFACTURER VERIFY DOOR OPENINGS WITH DOOR MANUFACTURER 12 x 12 DECK 26'-2 1/Y 11'-6 1/Y 1a'-o 6-3" 21 32 21032 8'-0" slider r•------ 1/2 -----1 2 BATF BREAKFAST $0 o IHR RATED FIRE CL. IA KITCHEN EATING ARA o _ N SEPERATION BETWEENIn GARAGE AND DWELLING 2'-6" 2'— I 0 I MUD *sr-I 7a. 16's• FLUSH—FRAMED MICROLAM BEAM O"x6'-8" ——— b U—TJIUB 8xS (4) I N Q 93014U I01MU.100 WARAO SHAD—S I J 0— EA-12\ - 8AJ2 .01400 31SIAA8 A09AV YJ09 .Jim 8 AAD 03T0A9M00 '8� I U) 0 \\ DINING RM. I LIVING ROOM 0 v�u 13'-4" X 12'-8" 13'-4" X 15-10" N LJ MAJOAOIM PIxS (E) N °o A A30A3H O 53000 OA3HA3V0 =CxO=8 A000 OA O '0—'C-xo—,e N21052 2105 3'-0' 21052 2105J L o 3 6" 3'-6' !3 ! DRAWPI: 22'-0' CHECKED: r�'�• SCALE: 1/4"a1'-0" DATE: I io FIRST FLOOR PLAN j Drawing Number - , 4- • A-- 3 ,, i I zr-o" saors(s g_r x-a" ,r-6" ----��-�-- - , M. BATHcflCL. `i CL. i 11 LAUN RY BAT � o 9 BEDROOM #4 8 3 2'-6- 2'-6- O O MASTER S _-EN( eon__ BEDROOM #1 — - --- o -_ N 2'-6. N 6-0" z vQ g-2" 0— ----_—_� —,LNrj JD_LERM MO r — ----- � ------------ ----- -- BEDROOM #2 BEDROOM #3 a 12'-8" X 11'-0" 13'-4" X 14'-2" 0 U- rn 2)21052 L' 210 21052 052 21059 ...... 2105 lV 6 0 10 0" 61-ti S-C 81-T 7-6' 51-T 5-0" 36- 0" 2r-0" SECOND FLOOR PLAN DRAWN. SCALL OATS Drawing Number A- 4 ATTIC LEY& I SECOND FLOOR FIRST FLOOR -- --------------------- ----�1 F--- ------------------------ r----------------�—} iL----------------- i FSCAIE- DAM rl--------------------------J REAR ELEVATION FDrawIngr 1/4" - 1'—W R.O.=(BY SUPPLIER) R.O.=(BY SUPPLIER) R.O.=(BY SUPPLIER) rM Fl-U F7= ii[TT-110 1 21036 to 21 (2) 21052 EGRESS WINDOW EGRESS WINDOW UNOBSTRUCTED GLASS UNOBSTRUCTED GLASS PER 780CMR 5310 PER 780CMR 5310 COa0 Roan rM LLIJ RST FLOOR FIRST I I I I I i i I I I I I I I I I I I I I I I I I I I I I I i i DRAWN: i I I I I -- aiEacm: -----1 T—LI=�r�—Y— e. rL_-----------------------^--- SCALE: ---------------.------ T-- ----'1--�--- DATE: L—------------------------------- r ———————————————————————--— ------ —————J I Drawing Number ;-------LI SIDE ELEVATION SIDE ELEVATION 1/4' - 1'-0" o© NOT v5p_ R4igeg> PLATE RIDGE 600 130A TFL:PsF_ + ASPHALT SHIGLES ICE AND WATER SHETLD 1/2" PLYWOOD 2x10 RAFTERS AS NO • RAISED RAFTER PLATE 9 IOGE BEAM '�� — HURRICANE TIES REOUIREDII COLLAR TIES 12 4� ASPHALT sHIGLES 11 2 ICE AND WATER SHETLD 1/2" PLYWOOD 2x10 RAFTERS INSULATION 2X10 FLOOR JOISTS W/ VAPOR BARRIER ATna LEVEL 1/2" GWB OVER FFLLUU FRAME 8/U 1x3 STRAPPING 016" O.C. VINYL SIDING M1�2 LAM BEAM � TYVEK (HOUSE WRAP) ®DORMER ONLY 1/2" EXT. PLYWOOD ao INSULATION b o 2x6 STUDS O 16" O.C. a PAINTED WOOD 3/4" T&G "ADVAN VAPOR BARIER 3/4" T&G "ADVANTEK". SILL, APRON GLUE & NAIL 1/2" GYM M GLUE & NAIL CASINGS 2X10 FLOOR JO1S 2X10 OOR JOISTS 20 FLOOR & BASE TRIM SECOND FLOOR n - 6.0.. B.O.JOIST 10187 9^ INSULATION W/ VAPOR BARRIER 1/2" GWB OVER \-1/2" GNB"(TYPE X} 114R RATED 1x3 STRAPPING 016" O.C. OVER 1/2 STRAPPING FLUSH—FRAME BN VINYL SIDING MICROLAM BEAM TYVEK (HOUSE WRAP) 1/2" EXT, PLYWOOD a' INSULATION (2) 2x6 P.T. SILL 2x4 STUDS m 16" O.C. 3/4" T&G "ADVANTEK` 1/2" PRE—MLD. 1/2"dia. ANCHOR BOLTS VAPOR BARIER GLUE & NAIL JOINT FILLER SILL SEAL INSUL GWB 2X10 FLOOR JOISTS FutsT FLOOR TYPICAL 4" CONC. SLAB 6 MIL POLY VAPOR BARIER OP 0 FOU b. 6' 'QST 1— 16" MIN. COMP. GRAVEL FILL. OIL IZ . r INSULATION _ .a Fp• W/ VAPOR BARRIER �,,• µ� .. s`y DAMPROOFING B/U BEAM (2) 2x6 P.T. SILL b+ i 1 2"dia. ANCHOR BOLTS 7 1< " "•' 1' 1 1/2" PRE—MLD. SILL SEAL INSUL GRAVEL AND "' FOUND. DRAIN �S JOINT FILLER 4" CONC. SLA 1' (IF REQUIRED TYPICAL ,r 6 MIL POLY V OR BARIER � DUE TO SOIL) 6" MIN. COMP GRAVEL FILL 1 wmr TOP OF FO -im =`^` GARAGE SECTION Z o — U MAIN BUILDING SECTION m cn DRANK: CNEMED: SCALE: 3/16'-1'-0" DATE Drawing Number A- 7 al , �� ExTaQhoR Ila 2-1.75x201°Lot- 58•Z �e S�'I wxf1 Ls To IB 6 7-I6� i�a��R � RIW,-g BFAM "tSxi� tVt 2-l,`15x7.75eut ConrrlrvV0vS TO CE°t.TAt� 5INP50A) W114 2- S IMP5nn� to 3-,axe 3<2x4 S EQTM lnf G- S90 .A J o° �' -M PICA-1- 1 ERG4 R A64 0 040 t+E t O R 2 4 J 02.S A TS ZZ STRAPS -ta � 0+j .2 t4vR*1G kN 3 -6 Posy' � h �Q ve,v cf g Loc4eo t N 0 2-x*+o i a+ E w O 6Ac�i t4ER hN 4t,c. 2xBtAcEs 3 2 S qch�-S © o0 (+ -r�r1c e, a�1N► s� S s++-I a a tt� PETAfL Q gRFt'ERS WCti1 h LLrN& 3-841 roe Na11.5-to puhr� - - - - - - - = - - - - - - - pa r — I I `� 'L t•Ta I 1 00 � Qq a I E I � i 1 1 10 R J 1 C. W O M } II f t I I I I O A •1 .c. I I , w I 00 W1 149a 00 - - a1 i Q 1 F"Ar- � - I I j I I � r► I S�{HET P-1 ;:OR &APAG X� •E _ _ - - - - - - - AA a -25- ---- R�N ' - - - - - - - - - - - P R F plMlN& FteoulasmFloTS i. lgt3Ba1 Sal•3 TYP HDR - - - `-/ ROOF FRAMING5hN`P3on�NMt�94t0 6Ac�1 FAQ 2nd FLOOR FRAMING OKON& eli se`"G 'r` p No 2-29 8 11.11 2-1•?Sx7-25 i-vi- 2J hK A+A-1 2- Zx 1 0 ZJRGK l �+�6 8 ,-------------------------- - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - 1 I I I I I I I 1 1 I 1 I I I I I I I 1 1 cIT G 1 RI G I 1 2xo o Ja ®1s o.c, IN i I g$SMT GIRDER i [go o s" o. . ' I l w w I i fi -t.�51t �•Z56VG _ _ _ = t CotcanO,nl4`_j i Z V) I .7ri•CE. . A 16 O. I I 1 z I I I ILL J111 I 4'L LA_ I I ` I �------- t -- ------------------ L ----------------- t _ - - - - - A 1- ATTIC 2ND FLOOR CEILING FRAMING OST FLOOR FRAMING a$- t 75n 9.t5 i SEE ATTACHED DETAIL SHEETS wR�+ L�aES I V L 7-h foot D-1 GARAGE DOOR PORTAL FRAME Z _ D-2 WALL BRACING DETAILS DRAWN: G e Lt nJc WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 D-3 GENERAL NOTES I ���IN OF,yam CHECM: OF THE 8'm EDITION OF THE MASSACHUSETTS STATE BUILDING LVL CONNECTION DETAIL t, SCADATELE: NTS o y 8+-DGK CODE FOR 1&2 FAMILY DWELLINGS,IRC2009 AND M Z•5 R ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS- I D4 DECK NOTES&DETAILS o N DO NOT MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS I " tot 2 s 13 Drawing Number D STA(E- IAr OR HEIGHTS AND LENGTHS OF WALLS AS INDICATED ON THE arm�O oo )uo-r V*F- RA 4,g ED ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEER �o,,k GISTI. � /� R PLATAS S 4Ota" oN AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE CONAL L1 v S i+Eh-rt A _ 7 WALL BRACING REQUIREMENTS OF THE CODE. PAmiw& PLAN Dov s� 'anal C6 ' " vo NaT S-vesri7ore cu 6a p Neader to extend Hmader to extendr�q) Pony Wail refer to ble R602i0.4,1.1 aril ZI over lUell Peril over U/6/I Peng/ ure R10210.4 1.1 For T of Plater. Doub/e T Plate are/1 hot-4m, open/ng with 2 Rows Ba '03,47.0, Ul to rtsqu/red teas/cin sired V1 *0a1S xX x "0 Z1ID h h h b Conneot Platin to with 11 1 1 rows i0d na!/s !2"o,c. hire M CT^ 61f*eb eec a.aa a a- ♦ a a aaae:.i m V J a.. �'yo+may. + ♦ + + a eie+s+�! S Z) Stud BAS!� Sltr�nson 6"rI � � at each&mY of opening 3�x 6 3 rows 8d na!/s on IMIC40 face of wa/l w tq a/?°o.c, a extend to tap of will I II II tt It `3 U II Connect Washing to Nefidear tl It ar eA!1 Conrxact Plate to Nm6aWr I 4 I r `� It III with ad net/s In 3°o,c. II It with�?r4W Ila'Sinker t 11 d Grld es shown II U Qn 13/oekfig for sheathing O' II 6heath/ng sp!!Ga " II p 4 above top of Q location wlth/n mldd/ea 24 g foune:010n. Canna¢cE t! 1 ad Ne!!s -All Studs, Plates, 141 with t3J- 16d sJnksr Nails I 0 . � �I U � to iI t3Nle 1 B/oek/ng a 3°o,e. II It 11 II !I It C..ovrnect Studs with 2 rows t 'U /Ocd na/!s a 4".o e-- ra-) I lid �! -1/2"Anchor 19o1#e CBrAg�� �Dc�vr &4`63bw=-L5 wfth 2 1/7"x 2 112"x 3116"WA#her Platys 4307 Bolts 7°.smbea tm1n.J .ci/9�'8tt�'f/nc� 1�'�cruPr�m�snts ®4 Dow®!s at conner M4 Rebetr with/s"Lep r f a of w4lll . L en/ L 2-0 el" J- l9-0 max,J . Method CS - PF C�arag� L7oyr prepared$y: contlnuoua Panel 15r4me R602,Aa4,11 IRC 2009 - �r�minc� �'�qulr�m�nte ' �s/muar J La/7"y Ogden Conditions # �ImttatiOns Ogden Enc Ine-erIng Note: H OF,y 978-502--5921 mon/ be hw/th Th/s detaJl Is schematic, �� �' E--mall: lhogenacomcast.net 08e Foundat ton Plan for OyG M/nimum Par�1 length L = H LD H Jy1nlmum Panel Length L ° 1Ua11 Panel lengths and location 0 � Alan Carroll a'o°opening height 1l" 100 1017i of 87f-1t7 Straps and Anchor Bolts �F subs 0 � colonial Drafting' �h p�I l� counts O� C'ST6,R� Q,�' toward the totel ulreG of fss�ONAI�NGe,� 978-902-013! arete/ng /n the Was/L/ne, a/arr�cdrafttng:com rt"/mum of 4 Panels In Brmwd WI/Line LAS'M I,P.E. /t7V6t_ f� PRO CT: 19 >... 'F C i�R P@�� ��t � WALTER ERIKSON !O 15 20 METHUEN AVE. 97&352-8-318;'rL�197$-X0.2-X9211.. NORTH ANDOVER,MA. " more- f=op. RooFs, 1t�iTH �'DOF RuS�E S Pc-OO. �t-�"!".f t/i? W9 ivu�t 34•„Wbd.41 i>rR°.�' .4J1 other rk9Jflfsc�^ not sftawTs K4co N& -ro BE .VESic- ,9 A ' t ! ! �r to E71 !n canf'ov with 1 • t6d! #z !ac.! ra56M3 fUof the { Req'd Air Space D�fYto(. �( 7F US5 ld1lFt3 A�Tt.•' - ttEt Int} husetto cadfg�h Adtt/on x . 2X Blocking 0 16" o.c. - ' at stud rim to first Joist + + + + See Plans and Sections + + + -- i Clips for.Hurricane � and Ceiling Rafter ' i i�1Rk1„tiV Bd toys nB118 s®6"a,G. N 1 tio connecns. ! �`�. E� 4-1)perblock 6locktng GK4 urn1 'tart �o�a.0 ;..• 1 L.�rit3 i"<V o�tx�ar9�at..s � connect Dr+�1t1eN with X Blocking screW8 - - 2 _ r ul or s 9 (3) - 8d Halls (3) - 8d nails 0 6" O.C. ETF i L 6 �f��S 4MF��` _ vooc,per A$ � (3)per -ock (tyls Connect Dr a with p1U'� iQ CORN 'G� A � � croo2 w Tjpe W or S ser @ 12" o.c. 14OP-1�t rA eatl �d rrhs neglf+��,"a e. per ASTM C 1002 with oP `( oflt 2 x 4 Blocking minimum penetration of 5/8" at Horizontal t 05p.) g Sheathing Joint 3 Connect Woll & Roof Sheothino s with 8d nails Got 6" o.c. of ane/ edges and ? P 9 " 12" O.C. in the inferiors. 2X Blocking ® 76 o.c. { NdJle of stud rim to first foist ��" 2k Alternate Attachment fi- j R.1, foektls� g i�}ltf�G jj 16 ga. 1 3/4" staples at 3 o.c. at panel edges fJ !l.�lJ�r i,.. wiznlx T - - .tnt�tor and 6"o.r- at interiors Ja'st I y'!"S&U.9 Rim aa4p J PAOLI. fa'!I ad nafla-1 112y O.lf3n �4TtlOn S P" ®RUi L- �tht C$0�lIZ � _ J6ct rrdtfe-3 J/2 X. ,J3✓ 8d Toe Nall 0 6" o.c. m .foist to Plate t Qom' at �1. 1 IL Rr ' (yP•) (3J - 16d nails 0 16" o.c. 1•�}91D1 t+ ' + e of Bracewalf into77 + + + + { i Joist/Blocking No te. - - ' All Horizontal Sheathing Jw'nts �(Qg�tvM j Parallel 1� IGuI�" to be.Waited with $d Waits r 6' o.c. I � � to Floor F AOML>g to to Block/ng uniess otherwise �• • noted on Framing, Plans 'METHOD GB-GYPSUM WALL PANELS CONSTRUCTION _ 41" TH G$ OP-TfisL 15 TO 2X Blocking ® 76" o.c. L a.t�i,� of stud rim to first forst PRO J 6 e-r i POW i4A1�A14,fv. �,ld7LK 8d roe Nail ® 6" o.c. 8d Toenail i Rim Joist to plate 6" O.C. Q9i s (00 Joist © vy �� L!�E_ 2 IST Fc oa / NOTe- ., ate. _ �RP•ce. � �voR a.Pr 7/2" dfa. A307 Anchor Bolt with tot 2 L 1 Nlr ( �J ���� + nut and washer. 3 1/2"min. - 12' may. A- FLA"[` 13t 0C,%L t A.14 A-r " .w.A from and and max 6-O" ac each plate �t� l IV E. G i re)"f S W t4l,E a 0. or as shown on the drawings. ° I vo;a Minimum 2 Barts per Wal/ Prate. '•p,.dRR � Ge7R+Ji�i +f. �.v.- �:v.� A'I�d. Ol�•Pe"� 8�.�h��Q . it iN � N ES O flT '��".CaiL.lEtd-� �t.ETEK-Jr��s Perpendicular 8d nails - 2 1/2" x 0.113" Parcel/el to Floor Framing to nails - 1/2" X 0.135" to Floor Framinct 5NOTE:THIS DRAWING IS SCHEMATIC FOR THE WALL BRACING FORTHIS PROJECT IS BASED ON SECTION 60210 OF THE 8TH EDITION :6A p is J a „st PURPOSE OF SHOWING REQUIRED CONNECTIONS OF THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS, Braced Wall Panel Additional Connections SEE PLANS FOR LAYOUT,DETAILS,FRAMING for a# exterior .walls 602. 10. pig WALL BRACING DETAILS AND ALL OTHER IRS AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND t3 S METHOD CS-WSP STRUCTURAL REQUIREMENTS LENGTHS OF WALLS AS INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT CONTINUOUS STRUCTURAL PANEL SHEATHING', APPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE tN OF � WALL BRACING REQUIREMENTS OF THE CODE. Sj ��+��� All other nailing not shown to be in conformance with table R602.3 (1) sN PROJECT: D -: 2 2 of the Mass. Code 8th Edition ° LAWRENCE H. OGDEN.P.E. WALTER ERIKSON lot 25 E 3- I to(LS'Jj WALL BRACING' RRA BOARD 0�Fc spas�p � 198 EAST MAIN STREET r 20 METHUEN AVE. �Fssfo AL �`` GEORGETOWN,MA.01833 DETAILS 978-352-831.8,cefl 97$-502-5921= NORTH ANDOVER,MA f STRUCTURAL 19. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE 8TH EDITION OF ' C GENERAL NOTES: THE MASSACHUSETTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS,IRC2009 AND ALTERNATIVE DESIGNS AS INDICATED ON THE 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 ARCTIITECTURAL DRAWINGS WITH OUT APPROVAL OF THE Faun, 6PNt lwa I '504CA G -1 ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES ff4GINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING _ RECONMENDATIONTS ANDSPECIFICATIONS.E=x,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 WITH ANY.7E 2650 Fc,DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT IlVDIACTED. DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED WITHOUT CASCADE 1 n �...._._. . ROLES EXCEPT AS ALLOWED BY MANUFABTURER 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR APPROVAL OF THE ENGINEER z 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 INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN TBpjM TO A CERTIFICATION TO THE OWNER THAT ALL WORK WAS PERFORMED � oc. 9P+�mN�. . k1 z MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF%" dia. BOLTS, ACCORDING TO THE DRAWINGS,DETAILS,NOTES,MANUFACTURES INSTALLATION � �P . ...__. REQUIREMENTS AND THE e EDITION OF THE MASSACHUSETTS BUILDING CODE ANSI/ASME STANDARD B 18.21-1981 @ 12"pc. STAGGER OR OFF SET EACH ROW FOR 1&2 FAMILY RESIDENCES. 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 ,, c o DRAWING. ENGINEER:LAWRENCE IL 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. 978-352-8318, 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.@ NOTES' PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. 1j SCREWS To BE FASTEN MASTER TRUSS LOK 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC. @ SC Sn S To E F STEN M PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. SES DRAWINGS FOR LENGTH OF SCREW AND CORNER STUDS TO BE ATTACHED TOGETHER WITH 16D NAILS @ 12"OC. OR AS ON CENTER SPACING. "� ALL 2.MEMBER LVL BEAMS TO HAVE SCREWS SHOWN ON DRAWINGS 2) FROM ONE SIDE. 8. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE S '1 3) ALL 3 OR 4 MEMBER LVL BEAMS TO HAVE SCREWS IN ACOORDANCE WITH ASTM C 1002 @ 12"OC.AND SHALL PENETRATE SCREWS FROM ONE SIDE UNLESS ON DRAWINGS. N ISE NOTED FRAMING A MIN.OF 5/8" OTHERWISE USE TYPE OF SCREW SPECIFIED DO NOT 9..ALL OTHER FRAMMG TO BE PER THE 8m. EDITION OF MASSACHUSETTS STATE SUBSTITUTE AS CAPACITY MAY NOT BE BUILDING CODE,IRC2009. FRAMING LUMBER"75 psi, E= 1,300.000 psi O ADEQUATE. 10. ALL JOIST AND BEAM HANGERS TO BE BY SIIVIPSON STRONG TIE, � CONNECTING � INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMADETAIL OF CON IENDATIONS. SPECIFIED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LVL MEMBERS NECTNG LEAD TEM E FOR DELIVERY. USE SIMPSON HURRICANE TIE AT THE SAVE END 1{+4 OF EACH ROOF RAFTER OR TRUSS: ALL EXTERIOR HANGERS AND HARDWARE 6E Ac i -}---j----�-- TO BE CORROSION PROTECTED PER PRESSURE TREATED LUMBER 2 MANUFACTURES RECOMMENDATIONS AND SA PSON STRONG TIE RECOMMENDATIONS,OR STAINLESS STEEL. CL 1: I L THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE Z�,"Aw MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND -- SPECIFICATIONS FOR LVL BEAMS 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UN NTERUPTED SUPPORT � IAV D ttr'o�vAta.' gc.rmtnXti ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. „, ZEAM ���� 13. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. ` OF 14. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT o� DRAWINGS INCLUDING SHOP DRAWINGS. 15. ALL STEEL COLUMNS, BEAMS AND PLATES TO BE A-36 STEEL. LD 16. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT r o�a's/r3 INSTALATION MANUAL. �'AF 27765�O � 17. LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND o��ss/ST E SNOW` LOAD 50 PSF,DECK LL 40 PSF WIND LOAD I00 MPH.EXPOSURE B. 18.FOUNDATION TO BE CARRIED DOWN TO UNIDESTURBED SOIL HAVING A MDIDAUM BEARING CAPACITY OF 2 TONS/SQ FT 'IAWRENCE H OGDEN P.E. GENERAL NOTES B r 3 198 EAST MAIN SSWALTER ERIKSON T ��`'11 20 METHUEN AVE. GEORGETOWN,MA.01833 97&35?.-8318,cell 978-SQ2+5�21 LVL CONNECTION DETAI>JI NORTH ANDOVER,MA - • , r EXTERIOR DECKS,PORCHES&STAIRS 9-10-13 PAGt�G 5A4auvG w4iu rc sPac-'aw 4- b r EXTERIOR AIRS T DESIGNED FOR THE DECKS,PORCHES AND D Ott ST TO PS NOW DRIFT IF APPLICABLE AND WIND LATERAL AND FOLLOWIN L UPLIFT . LIVE LOAD 40 GUARD FORCES ANDHANDRAILS:200 LBS.IN ANY DIRECTION AT ANY POINT- INFILL COMPONENTS:50 LBS.HORIZONTAL ON AN AREA EQUAL TO 1 SQ.FT. 300 LBS.CONCENTRATED LOAD. R STAIR GREATER FOR D.OF t:.�t� S TREADS:THE G OF 40 PS a Wi�'RI ► .VT: 'tint i1CR' �' �' '" DECK CONSTRUCTION IS COVERED IN SECTION 8502.2.2 OF THE 8'EDITION ` '_ . ;g .e!-6'eyc , _ . ._ ,.... _ • _. , . _._�.... - .. .. F (_ 1FiFOR RESIDENTIAL CONSTRUCTION. �� �SOI~~THE MASS.STATE BUILDING CODE GD wnJt �C 41 5 I� s E t`i PSR s-r Cz NOTE:NEW SECTION R5g2.2.2.3 REQUIRES A DECK LATERAL LOAD ,/g - : LeIDG•e wt, .L.a. C011fNECTION.SEE ALSO MASS.AMEDMENT TO SECTION'R602.10 FOR - "�►�~ . . C.►co. . .... Gt iyflER..:`:.SPr4G,tNCr f0(7 PS UEC(= LOAp; PORCHES UNCONDITIONED P OR _. ..... ""� I. „ REFER TO AMMERICAN FOREST&PAPER ASSOCIATION(AF&PA)www.awc.oars Z- $ �► 0�- D ais r' RESIDENTIAL WOOD DECK CONSTRUCTION GHDE(DCA6-09) - - ►t n REVLS�EDMAY 2013, MASS AMENDMENT R301.1.1. AS P to l tdtiOE oc . _..,_ p t�--5-t Q'L+�•• FESSIONAL ITEMS THAT _'` 194 COMPLIANCE WITH THIS GUIDE. // FORARE NOT TIE ALSO LLSIM HELPFUL G TO DECK t ;`, .' ..__;... _. _. _ {zEr-E9z.. -rO r-fl5TEN . 'rOrST�R 'TEC.RPJICAt_ UOLLET1N RUCTION. E SIMPSON STRONG- O PUB VIDES .. . ._. D EG.K. f•.,..���..rt . O CONST r 5; R��;_.R . `23� .. i Rt_ OG r 1.. `._. ' 4 ivy A�-ttA ti oN pRtc p UR ES ,A),,O oTN E Q ALL WOOD FRANIING MATERIALS TO BE PRESSURE TREATED. O__�? ALL EXTERIOR CONNECTIONS TO BE CORROSION PROTECTED. I MpS¢t,t q+wm: p0t%,SS�j Mi% _:.._ T.... _. .__ CONTRACTOR TO COORDINATE TYPE OF CORROSION PROTECTION _ _i_•- ° ' ! � '�"� �!a -c�,..._ ; .. : .. WITH THE TYPE OF PRESSURE TREATED LUMBER SUPPLIED FOR . . ._.. v -, __.:.._ '.......;_...;.. . D :€ G k L E D G E K G,ota:mcn o lq REQUIRED RE ►. __irLr ...__.1 .. . i? .:_ E 1DC... ._ _.. EXTF.RiOR FRAMING AND THE CONNECTION 1�IAA1ViJJFAC'TUEItS -.f7 • - - i._.._....__;._ ...1�,.,•- ;�1.-4t;i;N.t,�.Cy. , q�-G° ..LNA` 'R�'R-�C�!~tt<t- � ._.... RECO_ ATIONS. 'rte •D t:���G+N s Raft A/Nzl SEE FF_4mi&�& PLAv nam 401sp on AG Cape ZA grade glsty+ ASUG6 BASE �N OF,p Pier ar ague/ CyG sr�bs o "'Y ICAir .•.. t F.F. DEC K NOTE 5 p �ioval �NG� ! :- WALTER ERIKSON ASVDT� +�.-,S.,CE20 METHUEN AVE. ' fl%tGtT6 ,.K.6��33 99�T3S2� 1$; �9'�$- flx-S921NORTH ANDOVER,MA