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Building Permit #1037-16 - 602 BOXFORD STREET 4/4/2016
BUILDING PERMIT WN OF NORTH ANDOVER AP LICATION FOR PLAN EXAMINATION ^OR few Permit No#: Date Received I JR4 gSSACHUs���y Date Issued: YM OR�T'�ANT:Applicant must complete all items on this page LOCATION � C-6 1�� Print PROPERTY OWNER S �\1, V\01MIM, Print 100 Year Structure yes kno MAP OS" PARCEL: 7a_ 1 ZONING DISTRICT: Historic District yes Machine Shop Village yes 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: XDemolition ❑ Other Septic ❑"Well- AK Atem6ewe DESCRIPTION OF WORK TO BE PERFORMED: G � (it1 Gbl r2,�� +�. '` ,? Identification- Please Type or Print Clearly OWNER: Name: s 4 !, Hoxv�,C S Luc Phone: 97p, Address: 10 �)N' VP-SCJ, UG- UtA? flvvotsip4 Contractor Name: ()j' Phone: Email: d Cnr0 CA(t. all--'P' Address: 1 q 03amXs. C rrCIP-. 'Mw kA Rr1'�v MA, 61557 s. Supervisor's Construction License: CS- O`1 b� Exp. Date: ►a �� p r Home Improvement License: 1'� ���1 Exp. Date: 511. 111 ARCHITECT/ENGINEER !Vb1k " ?�` +' �!��^� 6�r�CrJ Phone: Address: X96 F'I"-*MCs1kN i t c it t MN 0191) Reg. No. �" fe► FEE SCHEDULE.BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ +, 1 T J FEE: $ �,�,�, , 1 - y /.� Check No.: / of Receipt No.: NOTE: Persons cont acting with unregistered contractors do not have a ess to the guaranty fund fA '-� fi _._.,...._.�._ .. .. _____�..__.____...:. J�- ... _ Location No. i fC?3 jf Date • - TOWN OF NORTH ANDOVER µ 5% • Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $ E Other Permit Fee $ ` TOTAL $Lir Check# building Inspector Pans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ 1 64- TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/MassageBody 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 PLANNING & DEVELOPMENT Reviewed On z �� `�� Signature'- je- J COMMENTS Ak rcl47 jDU -66Z i�dr Q srh R�(4 ACD l ase CONSERVATION Reviewed on x' Signature YU COMMENTS HEALTH Reviewed on C Si natu/ )T(J/--1) COMMENTSAD,-)r,11j,0-d. �C d 1.n b '6 } Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments iNater& Sewer ConnectlonlsignatmDa L� Drivewa Permit WA f DPW Town Engineer: Signature: Located 384 sgo d Street JE-1. E D i 4AA TMENi' - Tem # rn ster;on�site es'� n Lo ted at 1%24 Ma n'Street - �� { An"f R } Fire Department sig a u ee. F i Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions.2. Total land area, sq. ft.: 00 600 ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA—(For department apse) l d' Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits 4 Building Permit Application 4Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work 4. Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks 4 Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses 4. Copy Of Contract 4. Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) a� Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) 4- Building Permit Application Certified Proposed Plot Plan Photo of H.I.C. And C.S.L. Licenses ✓� Workers Comp Affidavit — caw ✓. Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ✓ 2012 IECC Energy code Engineering Affidavits for Engineered products ✓ OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2014 MORIrk ��SCIM' CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 1037-2016 on 4/4/2016 Date: December 19, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 602 Boxford Street 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: S&L Homes 602 Boxford Street North Andover,MA 01845 B ild' g Inspector Fee: Prepaid$100.00 Receipt: 30196 Check : 1248 NORTM Town of2 � - h ver, Mass, I O A- CGCL�K NICl/IWICM y1. 7.9044re o V BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System !� v' ���✓ BUILDING INSPECTOR THIS CERTIFIES THAT ......:T. .:........... .. ............................................................................................... 1•^ Foundation ,' c I, has permission to erect.......................... buildings on . :. .. ? ? . � �..`' ................................. to be occupied as �- ����'•�S/mac.= a-(f' �,,�c ............................ R� gh���oc�?o p ............................................ ........................................... c ' Y provided that the person accepting this permit shall in every respect conform to the terms of the application Fri,n'a1 ' �° 5 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. P-LUMBING I APECT Rough��� ��� ' VIOLATION of the Zoning or Building Regulations Voids this Permit. Final `��, q �j PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION, TRTS Rough OLA__ahl�, 646-16 9 Service �c ...G :::::�......................... BUILDING INSPECTOR GAS .SPE TOR Occupancy Permit Required to Occupy Building Rough5 ' 'P�. Display in a Conspicuous Place on the Premises — Do Not Remove Final 6 No Lathing or Dry Wall To Be Done FIRE DEPARTM Until Inspected and Approved by the Building Inspector. Burner �� J Street No. / Smoke Det f'.{�/M1A0i QF ttORTN SLEO 16�-yO ~ APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION 00 <xro< ',•K 4• .fit �9SsgC usE��� BUILDING PERMIT # C)9-7 -- c)G �o ADDRESS/LOCATION OF PROPERTY: (00(a Map , Parcel 112., Lot Number 1 SUBDIVISION:_N L �- DATE REQUESTED FILED/READY FOR INSPECTION: i CLOSING DATE ON PROPERTY:__ FIVE(5)DAYS NOTICE PRIOR TO CLOSING DATE IS REOUIRED 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: \4Cj m Address:. ROUTING l TOWN ENGINEER; SITE PLA —DIME-WAY REVIEWl � l ra CONSERVATION PLANNING 9 )Zq1.011 p DPW-WATER METER l ' `� << [i SEWER CONNECTION ❑�1�^- DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST DPWNc, � -' SIGNATURE File:Application for OC form revised Jan 2007/2011 b e,MoeiM 1 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 1037-2016 on 4/4/2016 Date: December 19, 2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 602 Boxford Street 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: S&L Homes 602 Boxford Street North Andover,MA 01845 i r B ildi g Inspector Fee: Prepaid $100.00 Receipt: 30196 Check : 1248 �10RTH E , Town of 2 : Andover No. . 0 OIq - h ver, Mass, 2611 'Q COCNICNa Wo[N y1. pATEO /'Pa,`'�5 U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System /�� q,���ka THIS CERTIFIES THAT .........-�?.: ....�:1.. fe-::' BUILDING INSPECTOR .............................................................................. �L /" 7;' 1•" j Founndatio ,J✓ ;: •. J has permission to erect .......................... buildings on . .. ���� :. �tr...`-y�.................................. .. > � � ' tr to be occupied as . 74 1-0 d. yr provided that the person accepting this permit shall in every respect conform to the terms of the application Cinai on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and 3 Construction of Buildings in the Town of North Andover. �U'MBING I PECT ' VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIONS RTS Rough o _0<' 6 6•l� .. Service ................�� — :�r� .'�... BUILDING INSPECTOR F1.................. t j �V ,- inal GAS .SP7TOR Occupancy Permit Required to Occupy Buildinz Rough � 4 . Display in a Conspicuous Place on the Premises — Do Not Remove Final 6 No Lathing or Dry Wall To Be Done FIRE DEPARTM Until Inspected and Approved by the Building Inspector. Burner Street No. oma✓ / Smoke Det3 tsACINs� CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 1037-2016 on 4/4/2016 Date: December 19,2016 THIS CERTIFIES THAT THE BUILDING LOCATED at 602 Boxford Street 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: S&L Homes 602 Boxford Street North Andover,MA 01845 B ild' g Inspector Fee: Prepaid$100.00 Receipt: 30196 Check : 1248 Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 3379500.00 m $ - $ 4,050.00 Plumbing Fee $ 506.25 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 506.25 Total fees collected $ 5,162.50 602 Boxford Street 1037-16 on 4/4/2016 New Home CLEAResult 50 Washington Street Westborough, MA 01581 IECC 2009 & IECC 2012 Duct Tightness Verification Pass % Fail Date: Permit No.: Street Address: Total conditioned floor area: ZS `3r7 Source of Area Calculation: HERS Rater: (tC 1( AOK Certification Number: 9 0 (1q Z Signature: k Client: 20091 ECC- New Construction Post-construction test ❑ Total Leakage—12 cfm/100 ft2 maximum allowed ❑ Leakage to outdoors—8 cfm/100 ft2 maximum allowed Testing result: cfm/100 ft2 Rough-in test Total leakage Air Handler Installed? ❑ Yes—6 cfm/100 ft2 maximum allowed ❑ No-4 cfm/100 ft2 maximum allowed Testing result: cfm/100 ft2 2012 IECC-New Construction Post-construction test ❑ Total Leakage—4 cfm/100 ft2 maximum allowed Testing result: cfm/100 ft2 Rough-in test-Total leakage Air Handler Installed? Bj�yes—4 cfm/100 ft2 maximum allowed ❑ No-3 cfm/100 ft2 maximum allowed C Testing,result: 2,7 cfm/100 ft2 Results apply to the system as tested on the date above. Compliance is void if any changes are,made to the duct system. CLEAResult Copyright 2015 r 23g$, #602 BOXFORD ST. � w 100'BUFFER EXISTING FOUNDATION TOF EL.=129.1' ( 78'+/- V c j H OF A49 2� CHAEL S9P Z 0 �� • J. to � RGI rn 0 33 1 O vp fSStiO I CERTIFY THAT PRIMARY STRUCTURE SHOWN 1 SURvE'� i i FO U N AT I O N LOCATION THE HORIZO TALH SETBACK REQUIREMENTS OF THELOCALRMS TO APPLICABLE ZONING BY-LAWS IN EFFECT WHEN CONSTRUCTED. (THIS CERTIFICATION DOES NOT CONSIDER ANY OTHER LLC RESTRICTIONS SUCH AS COVENANTS,WETLANDS,EASEMETS, CLIENT: S & L HOMES ORDERS OF CONDITIONS,ETC.)THIS DRAWING SHALL NOT BE USED THIS CERTIFICATION IS MADE AND LIMITED TO THE ABOVE CLIENT BY THE CLIENT FOR ANY PURPOSE OTHER THAN THAT OUTLINED ABOVE,EXCEPT WITH THE WRITTEN PERMISSION OF CHRISTIANSEN LOCATION: NORTH ANDOVER,MA. &SERGI INC.FURTHERMORE THIS DRAWING IS THE COPYRIGHTED PROPERTY OF CHRISTIANSEN&SERGI INC.AND ANY DATE: 4/18/15 SCALE: 1"=80' UNAUTHORIZED USE IS PROHIBITED.CHRISTIANSEN&SERGI TAKES NO RESPONSIBILITY FOR THE UNAUTHORIZED USE OF THIS DRAWING OR ANY INFORMATION CONTAINED HEREON. PROFESSIONAL ENGINEERS & LAND SURVEYORS CHRISTIANSEN & SERGI, INC. 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX.978-372-3960 DWG.NO.:14036.001.017 Home Energy Rating Certificate Property HERS Unknown Rating Type: Confirmed Certified Energy Rater: Eric Wilder 602 Boxford St. Rating Date: 2/9/16 Rating Number: North Andover, MA 01845 Registry ID: 589502206 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 49 Heating 32.7 $483 27% General Information Cooling 6.3 $88 5% Conditioned Area 2700 sq. ft. House Type Single-family detached Hot Water 4.2 $111 6% Conditioned Volume 21654 cubic ft. Foundation Unconditioned basement Lights/Appliances 23.2 $915 50% Bedrooms 4 Photovoltaics -0.0 S.0 -0% Service Charges $216 12% Mechanical Systems Features Total 66.4 $1812 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Cooling: Air conditioner, Electric, 13.0 SEER, Criteria Water Heating: Instant water heater, Natural gas, 0,99 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 67.27 CFM25. Ventilation System Exhaust Only: 65 cfm, 21,0 watts. Programmable Thermostat Heait=Yes; Cool-Yes Building Shell Features Ceiling Flat R-44.4 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-32.5 Window Type U-Value: 0.270, SHGC: 0.280 Above Grade Watts R-21.0 Infiltration Rate Htg: 2.14 Clg: 2.14 ACH50 Foundation Walls R-0.0 Method Blower door test Eric Wilder CLEAResult Lights and Appliance Features 50 Washington St. Percent Interior Lighting 100.00 Range/Oven Fuel Propane Westborough, MA 01581 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-328-2760 Refrigerator(kWh/yr) 550 Clothes Dryer EF 3.01 1998-184 Dishwasher(kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 9901142 ; REM/Rate -Residential Energy Analysis and Rating Software v14.6.3 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Date... ` 1...!............... �NORTH� TOWN OF NORTH ;NDOVER n PERMIT FOR WIRING `SS4CHu5f� / 6::.j'4 Pei c Thiscertifies that ..................................... .................... ................................. .............. has permission to perform ..... Com.../..�� :P. I^ ; �--- .. .................................................... wiring in the buildin ;o� .........v....., .... .................................................................................. ................. at ...... ...........:........�.. �.. ......I North Andover,Mass. ............... Fee. .........Lie.No. (��0 .....� .. ELECTRICAL INSPECTOR Check# 13271 A �+ Commonwealth of Massachusetts Official Use Only Department ®f Fire Services PenmitNo. Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev.1/07] (leave blank) M APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Cod791Z CMR 12.00 (PLEASE PRINTIN)NK OR TYPE ALL INFORMATION) Date: City or Town of: NORTH ANDOVER To the In pectk of wires: By this application the undersigned gives notic f his"erintetion to perform the electrical work described below. Location(Street&Number �? Owner or Tenant „ Telephone No. Owner's Address Is this permit in conjunctio with R b 'lding p mit? Yes [L]-`No ❑ (Check Appropriate Box) Purpose of Building / Utility Authorization No,�/��/J, &2 Existing Service Amps / 'Dolts Overhead❑ Undgrd❑ No.of Meters New Service Amps /a ol�ts , Overhead❑ Undgrd No.of Meters Number of Feeders and Ampacity mpletion of the following table may be waived by the Inspector of Wires. `e addle Fans No.of Total `q. W ) Q� Transformers KVA Generators KVA \'' 0 Z b '° �' " ove In- o.o Emergency Lighting ~ G rnd. El Batter Units Z `. � �a End. . Q ~•~ FIRE ALARMS I No. of Zones No.of Detection and �' z !F Initiating Devices q O w Total No.of Alerting Devices Z Tons 1— w O er Tons K ........ i— No.of Self-Contained lr, r __ ............................. ....... lertin Devices ........... ..... Detection/A " Municipal t `\� KW Local❑ Connection Other Z a Security Systems:"-- KW No.of Devices or E uivalent 0No.of Data Wiring: }- {� Ballasts No.of Devices or Equivalent yl Telecommunications Wiring: Z Total HP No.of Devices or Equivalent o ch additional detail if desired,or as required by the Inspector of Wires. n required by municipal policy.) accordance wj1hC Rule 10,andupon completion. p { (� j permit for the mance of electrical work may issue unless i=' Y pleted op, erage or its substantial equivalent. The 1 1, ibited proof of same to the permit issuing office. SpecIf Y. n ation on this application is true and complete. r LIC'.NO.: • „�'''. .. ,_..�_: 1 =” " Sgin �ure l LIC..NO.: f f applicable,erste x mp the lice e nb lin Bus.Tel.Nq• Address: Alt.Tel. Per M.G.L c. 147,s.57-61,security work requires Department of Public Safety S"License: Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's agent. Owner/Agent PEIi17TFEE: $ Signature �_ Telephone No. Date......../....` ..... �?............ TOWN OF NORTH ANDOVER PERMIT FOR WIRING s`s,CHUS�- .....�.Q�v 4!..\This certifies that ......... .........� .....�.✓19. !....'1.......................... has permission to perform ....................... .......... . �-�-- winngin the building of.........,.... �S . ,......jJ............. .................................................................. at ,, J�-�1� YtC(' Nord, Andover,Mass. Fee - .J...- Lic.No. ................. /(/f q. K (�)�/ .... ,k ..../.././ ..I.!. ... ..... .-. P.............................. l/ EUCTRICAL&SPECTOR Check# � 'Z"' - ILI\ Commonwealth of Massachusetts Official Use Only =* Department of Fire Services Permit No. Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev.1/07] leaveblank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code a),527 CMR 12.00 (PLEASE TRINT ININK OR TYPE ALL INFORMATION) Date: City or Town of: NORTH ANDOVER To the Ins ct r of Wires: By this application the undersigned gives no ' e of his o her int ntion perform the electrical work described below. Location(Street&Num er) Owner or Tenant Telephone No. f Owner's Address Is this permit in conjUngtian with a b ' g permit?, Yes No ❑ (Check Appropriate Box Purpose of Building Utility Authorization No �/ - Existing Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters New Service4W Amps /�olts Overhead Undgrd ❑ No:of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: e Completion of the following table maybe waived by the Inspector of Wires. No.of Recessed Luminaires No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Luminaire Outlets No,of Hot Tubs Generators KVA No.of Luminaires Swimming Pool Above ❑ In- ❑ o.o mergency ig ting rnd. rnd. BatteryUnits No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No.of Gas Burners No.of Detection and Initiatin Devices Ranges No.of Air Cond. Total No.of Alerting Devices No.of Ran g Tons No.of Waste Disposers Heat Pump Number_ Tons KW_ .. No.of Self-Contained p Totals: Detection/Alerting Devices No.of Dishwashers S ace/Area Heating KW Local❑ Municipal ❑ Other P g Connection No.of Dryers Heating Appliances KW Securityf Devices ' Equivalent No.of Water KW No.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or E uivlent OTHER: Attach additional detail if desired,or as required by the Inspector of Wires. Estimated Value of ec is 1 Work: 7 When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. INSURANCE C RAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The w undersigned certifies that such crwflls in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE Er BOND ❑ OTHER ❑ (Specify:) I certify,under th p ins and pe alti s peri ,that the information on this application is true and complete. FIRM NAME: LIC.NO.: Licensee: Signature LIC.NO.• (If applicable,ent "e emp n the license mer ' .) Bus.Tel. Address: Alt.Tel. 7 *Per M.G.L c. 147,s.57-61,security work requires Depairent of Public Safety"S"License: Lic. o. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,l hereby waive this requirement. I am the(check one)❑owner ❑owner's agent. Owner/Agent FA-IMITFEE.-$ Signature — Telephone No. ❑ 2012 Massachusetts Electrical Code Amendments 527 CMR 12.00§Rule 8: In accordance with the provisions of M.G.L.c.143,§3L,the c permit application form to provide notice of installation of wiring shall be uniform throughout the Commonwealth,and applications shall be filed S on the prescribed form.After a permit application has been accepted by an Inspector of Wires appointed pursuant to M.G.L c. 166,§32,an - electrical permit shall be issued to the person,firm or corporation stated on the permit application. Such entity shall be responsible for the notification of completion of the work as required in M.G.L.c.143,§3L. Permits shall.be limited as to the time of ongoing construction activity,and may be deemed by the Inspector of Wires abandoned and invalid if he or she has determined that the authorized work has not commenced or has not progressed during the preceding 12-month period.Upon written application,an extension of time for completion of work shall be permitted for reasonable cause.A permit shall be terminated upon the written request of either the owner or the installing entity stated on the permit application. ❑ The Permit Extension Act was created by Section 173 of Chapter 240 of the Acts of 2010 and extended by Sections 74 and 75 of Chapter 238 of the Acts of 2012.The purpose of this act is to promote job growth and long-term economic recovery and the Permit Extension Act furthers this purpose by establishing an automatic four-year extension to certain permits and licenses concerning the use or development of real property.With limited exceptions,the Act automatically extends,for four years beyond its otherwise applicable expiration date,any permit or approval that was "in effect or existence"during the qualifying period beginning on August 15,2008 and extending through August 15,2012. ❑ Rule 8—Permit/Date Closed: ***Note:Reapply for new permit❑ ❑Permit Extension Act—Permit/Date Closed: Trench Inspection Pass M Failed Re-Inspection Required($.)❑ Inspectors Comments: Inspectors Signature: Date: SERVICE INS CTION: Pass Failed❑ Re-Inspection Required($.)❑ r Inspectors Comments: Inspectors Signature: Date: PARTIAL ROUGH INSPECTION: Pass f-F] Failed 0 Re-Inspection Required($.)❑ Inspectors Comments: Inspectors Signature: Date: ROUGH INSPECTION: Pass 0 Failed 0 Re-Inspection Required($.)❑ Inspectors Comments: Inspectors Signature: Date: FINAL INSPECTION: Pass Failed 0 Re-Inspection Required($.)❑ Inspectors Comments: Inspectors Signature: Date: DEB WEINHOLD ...TOWN OF MERRIMAC,MA. .......dweinhold@townofinerrimac.com The Commonwealth ofMassaehusetts Department oflndustrialAccidents T d 1 Congress Street,Suite 100 Boston,AM 02114-2017 "t www massgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print LeaiblY Name(Business/Organizationfhdividnal): Address: City/State/Zip: Phone#: Are you an employer?Cheekthe appropriate box: Type of project(required)' 1.❑I am a employer with employees(fulland/or part-these).* 7, ❑New Construction 2.F1 I am a sole proprietor.or partnership and have no employees working for me in 8. Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.❑I am a homeowner doing all work myself[No workers'comp..insurance required.]t 10❑Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.D Electrical repairs or.additions proprietors with m employees. 12:❑Plumbing repairs or additions 5. I am a general contractor and I have hired the sub-contractlid the et ors listed on e attached she ❑ 13.' Roof re airs These sub-contractors have employees and have workers'comp.insurance.$ ❑ p d.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.E]Other 152,§1(4),andwe have no,employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box mustattached.an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-cofi otors have employee's,ley must provide their workers'comp-policy number. lam an employer trial is providiiig workers'compensation insurance for my employees.•Below is the policy and job site information. Insurance Company Name: Policy#or S elf-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Y do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: Official use only. Do not-write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): ; 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: s ! , Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contr et oHire, express or implied,oral or written." An employer is defined as"an individual,partnersbjp,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the recelver or trustee of ail individual,partnership,association or other legal entity,employing employee's. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall. enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill-out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employdes other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be retained to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department•at the number listed below. Self-insured companies should'enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 Tel.#617-727-4900 ext.7406 or 1-877-MASSAFE Fax#617-727-7749 Revised 02-23-15 www.mass.gov/clia COMMONWEALTH OF MA$,,C EMM MY E ECTRi C f ANS; ISSUES THE FOLLOWING LICENSE ASS t REG 1 ST.ERE_D MASTER E;LECTRI,C AN � r a . .,. 'rfARD: ELECTRIC CQ INC s3Atwx Y H WARD xt Z ri 100 BEE i2 `DRQ ' P0: BOX 88 .. S LAK i `KER E ,NA 03875 0088 8648 .A. ..a 0713}.116 . 74047 . . 2P COMMONWEA H.pF • o o a MASSACHUSETTS 0 BOAT#13+ F f�EC7RICI ISSUES .THE FOLLOWING L"10ENSE AS )1 REG JOURNEYMAN :f LECR I C l GARY FI WARD P.0 00< SER DRIVE a L'ER LAKE H 03875-5403 # 142 E o ... 4048 Location + No. Date 0 . TOWN OF NORTH ANDOVER • S • Certificate of Occupancy $ Building/Frame Permit Fee $/�° -- Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# r r ji "` Building Inspector 1 Commonwealth of Massachusetts Sheet Metal Permit �f Date ��aa" l� Permit# ! �_ Estimated Job Cost- Permit Fee: $ I / Plans Submitted: YES NO Plans Reviewed: YES NO p �` Business License#Dy--345(0 � Applicant License# 0 d Business Information: Property Owner/Job Location Information: Name: Q C1`/��' X� , Name: �-e iw e-1 DA- � � Street: �a O So X '�`�" 4 Street: � / City/Town: �✓c /re %"c9 4v.Z City/Town: /-/- AN 04 V 'e6 Telephone: �7 �s ? ? Telephone: Photo I.D.required/Copy of Photo I.D. attached: YESy NO Building Type: Residential: 1-2 family Multi-family Condo/Townhouses Commercial: Office Retail Industrial Educational Institutional Building Cubic Footage: under 35,000 cu.ft. y Over 35,000 cu.ft. Sheet metal work to be completed: New Work: ,// Renovation: ti HVAC Metal Roofing Kitchen-Exhaust System Chimney/Vents Provide brief description of work to be done: O, O®o 13 rU 91 °/y rci.¢ -s ,� P!✓�ia.s�' 4')u. Ly c�� '7 7-0^.-' A-1e- S yds 5�r 1,=-ry c 04 .0 ems- cef, Ma 1 e e ole d do v7— L-) a^-r S Y 4 INSURANCE COVERAGE: 1 have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes❑ No❑ If you have checked Yes,indicate the t coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this boxL],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 sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Progress Inspections Date Comments Final Inspection r Date Comments Type of License: By aster Title ❑Master-Restricted City/Town OJourneyperson Signature of Licensee Permit# ❑Journeyperson-Restricted License Number: 3 Fee$ Check at www.mass.gov/dol Inspector Signature of Permit Approval The Commonwealth ofMassachusetts z ` Department oflndustrialAceldents 1 Congress Street,Sante 100 Boston,M4 02114-2017 ;, :.:•.:.yV �'� www.rnassgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organizationlludividual): / VCT/! i✓ Address: �/L ' � City/State/Zip: �✓< � •• 0/gfi<,. �, hone Are you as employer?Checkt&appropriate box: Type of project()VecXuired): 1. aemployerwithL�employees(fulland/or part-time)." '7. ewconstruction 2.❑I am a sole proprietor or partnership and have no employees working for me in S. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3_Q I am a homeowner doing all work myself[No workers'comp..insurance required.]t 9. [I Demolition [�4.❑lam a homeowner and will be hiring contractors to conduct all work on my property. 1 will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors withno employees. 12.❑Plumbing repairs or additions 5. I am a general contractor and I have hired the sub-contractors listed on the attached sheet. ❑ 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance.* 6.F1We area corporation and its officers•have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and wa have no.employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. Homeowners who subnnt this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. (Contractors that check flus 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-con&actors tave employees,they must provide their workers'comp.policy number. I am' an employer that is pr•ovidiiig workers'compensation insurance for my employees Below is the policy andlob site information. _ Insurance Company Name: e) e� G ,r —S s•J.,S „ ��U�/ Policy#or Self-ins.Lic.#: LA/(:49p?tq 0-2 R Expiration Date: Job Site Address:-,�P2 c.7 j3q-/ S7— City/State/Zip: /, /�qwCjd U--e- Attach a copy of the workers'compensation policy declaration.page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORD.ORDER and a fine of up to$250.00 a day against the violator.A.copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. X do hereby certify un the pains and penalties of pei;jury that the information provided above is true and correct. Si nature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official.. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health. 2.Building Department 3.City/`Down Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws cl x 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract oi?lnre, express or implied,oral or written." An efnployer is defined as"an individual,partnership,association,corporation or other legal entity,of any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. Hotivever the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment b6 deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shalt withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who lias not produced acceptable evidence of compliance with the insurance coverage required" Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall. enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority.". Applicants Please fillout the workers'compensation affidavit completely,by checking the'boxes that apply to your situation and,if necessary,supply sub'contractoi(s)name(s),address(es)and-phone number(s)along with their certiftcate(s)of insurance. LimitedUability Companies(LLC)or Limited Liability Partnerships(ILP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents foi confirmation of insurance coverage. Also be sure to sign and date the Affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation'policy,please call the Department•at the number listed below. Self-insured companies should'enter ,their self-insurance lioense number on the appropriate line. City,or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"rob Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 Tel.#617-727-4900 ext.7406 or 1-877-MASSAFE Fax 9 617-727-7749 Revised 02-23-15 www.mass.gov/dia Sheet Metal Comma tial Guidelines/Life Safe /Critical Systems In action Chec t Yes No NIA„ Set of st. . e eng Bering documents and dot ' ed description f mechanical s tem t be installed has been provi d work perform' 'sheet metalwork onsite has li assachusetts sh et motal ense / .All s e -meta orkbcing erformed with proper' urne rson-to-apprentice x tion V, ix am e with access door roperly install and checked r operation S ke a dc bination fire/sm edam . with access doors operl installed- ato check for proper operate n y also be verified by fire e artrrient during e al testing uct moke detector with access or roperly located (Ma also be verified b fire dep ent axing fire alarm testi g) in ke/atrium exhaust sy e s installed a operation ve ' ed (M y also be verified by f apartment d fire alarm esting) to pressurization syst s insta d(where req 'red)a d operation verified ay also S erified by fire dep ent durin fire alarm tes 'n Gr a /kitchen h d exhaust system in ailed wi a seams and connections wel a" gh with pro fly located cleanouts.P er c "an. s,fire rated enclosures and r ssur testin equixed. ',:aint3�.nstall� =bili .{ require n e 'ipment an _ — ct pe ctra ions in fire'rato'l,,!all:s a fla6rs seal' Met roofing stems installed w ertight using proper aterials and steners exible duct ni s installed 6' "maximum length Ductwork iustalle using oper hanger spacing,hanger stock,t eaded rod and angle iron Ductwork/plenum nections sealed substantially airtight f Ductwork insulat means of external covering or internal lining Volume dampen instal d for each supply air branch duct ewlclean-properly sized filters installed(final inspection) Testing and Balancing report complete(final sign-off) Sheet Metal Residential Guidelines/Inspection Checklist Yes - NIA Detailed description and sketch of sheet metal system to be installed has been provided Allo e w rk rs performing sheet metal work onsite has valid Massachusetts sheet metal license All sheet metal work being performed with pzoper j ourneyperson-to- apprentice ratios Equipment sized per heating/cooling load calculations G Duct work sized per manual"D"calculations Bath/shower rooms contain mechanical exhaust fan vented outdoors Electric dryer exhaust properly installed maximum total run 35'-0", maximum flexible run 8'-0" Flexible duct runs installed 14'-0"maximum length v - Volume dampers installed for each supply air branch duct Ductwork installed mss lled using proper gauges and hangers Ductwork/plenum connections scaled substantially airtight Ductwork insulated by means of external covering or internal lining New/clean-properly sized filter installed(final inspection) Testing and Balancing report complete(final sign-ofd LlC r\$.f-- Fold,Then Detach Along All Perforations <COMMONWEAI.TH OF MtSSA ;EitSE' TTS 8PAM c3F SHE ET METAL WORKER$ aSSIIES TM:FOLLOWING LICENSE I�tAS.1R Ut�t€iESTfICTED f � 'z --BRIAN J DOYLE I � e p Y, *s2 BELT FL#3R RD �� ( e BILLER40,lk;MA 01821. Q3$ �` R 430 x Q2l2812Q18 17238 Pro ect Summary Job: 620 Boxfors Street,Nort... J •7 Date: May 5,2016 Entire House By: Warren Estes B.J. Doyle Heating&Air Cond 4 Jewel Drive-Unit 8,Wilmington,MA 01887 For: Richie Stewart 620 Boxford Street, North Andover,MA Notes: 1)Distributor is not responsible for the accuracy of the load calculation if inaccuratefincomplete construction information is provided by the dealer. 2) It is the sole responsibility of the dealer to ensure that the duct system is adequately sized for the airflow capacity of the specified equipment. D - • N&UME&M Weather. Boston Logan Int'I AP,MA,US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 88 OF Inside db 70 OF Inside db 75 OF Design TD 58 OF Design TD 13 OF Daily range L Relative humidity 50 % Moisture difference 28 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 22023 Btuh Structure 26678 Btuh Ducts 1101 Btuh Ducts 0 Btuh Central vent(0 chn) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23124 Btuh Use manufacturer's data in Rate/swing multiplier 0.93 Infiltration Equipment sensible load 24704 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Best Fireplaces 0 Structure 2819 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ftp 2407 2407 Equipment latent load 2819 Btuh Volume(ft3) 19256 19256 Air changes/hour 0.30 0.20 Equipment total load 27522 Btuh Equiv.AVF(cfm) 96 64 Req.total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make American Standard Make American Standard Trade SILVER ZI Trade AMERICAN STANDARD Model AUH1 B080A9421 B' Cond 4A7A3036G1 AHRI ref 5536561 Coil 4TXCB004CC3 AHRI ref 7920728 Efficiency 95 AFUE Efficiency 11.0 EER, 13.3 SEER Heating input 77000 Btuh Sensible cooling 24780 Btuh Heating output 73000 Btuh Latent cooling 10620 Btuh Temperature rise 56 OF Total cooling 35400 Btuh Actual air flow 1180 cfm Actual air flow 1180 cfm Air flow factor 0.051 cfmBtuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. Zt AL. wri htSOft' 2016-Jun-2211:43:11 Right-Suite®Universa1201717.0.01 RSU15053 Paget J.Doyle-620 Boxford Street,North Andover.rup Calc=MV Front Door faces: W Component Constructions Job: 620 Boxfors Street,Nort... p Date: May 5,2016 Entire House By: warren Estes B.J. Doyle Heating&Air Cond 4 Jewel Drive-Unit 8,Mrninstw,MA 01887 • 0 Op For: Richie Stewart 620 Boxford Street,North Andover,MA D - • 0 0 0 Location: Indoor: Heating Cooling Boston Logan Int'I AP,MA,US Indoor temperature(°F) 70 75 Elevation: 30 ft Design TD(°F) 58 13 Latitude: 420N Relative humidity 30 50 Outdoor: Heating Cooling Moisture difference(gr1lb) 24.4 27.7 Dry bulb(°F) 12 88 Infiltration: Dailyrange(°F) - 15 ( L ) Method Simplified Vlkt bulb(°F) - 72 Construction quality Best Wind speed(mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area 1.1-value Insul R Htg HTM Loss Glg HTM Gain R' Blr W-IF f"FBtuT Bkhff Btuh athrtr Blah Walls 1210:Frm wall,vnl ext,112"wood shth,r-19 cav ins,117'gypsum board 1995 0.055 19.0 3.17 6320 1.11 2216 int fnsh,7'x6"wood frm,16"o.c.stud Partitions (none) Windows Window 032 U-value:Double pane,low-e,in vinyl frame;NFRC rated n 24 0.320 0 18.4 442 9.83 236 (SHGC=0.30);6.67 ft head ht a 112 0.320 0 18.4 2064 32.3 3622 s 22 0.320 0 18.4 406 16.4 360 sw 24 0.320 0 18.4 442 27.7 664 W 92 0.320 0 18.4 1696 32.3 2975 all 274 0.320 0 18.4 5050 28.7 7857 Glass Door 032 U-value:2 glazing,low-e,ins vinyl frame;NFRC rated a 42 0.320 0 18.4 774 30.4 1279 (SHGC=0.28);6.67 It head ht Doors 11 E0:Door,mtl pur core type 21 0.190 10.5 10.9 230 3.84 81 Ceilings 161-10:Attic ceiling,asphalt shingles roof mat,r-38 ceil ins,1/2"gypsum 1379 0.026 38.0 1.50 2065 1.06 1456 board int fnsh Floors 19E0:Flr floor,frm fir,10"thkns,hrd wd fir fnsh,r-30 cav ins,tight bsmt 1392 0.037 30.0 1.07 1483 0 0 ovr 2016-Jun-2211:43:11 'Q�- Wrl9hft0Ft' RghtSuit.Ouriversal201717.0.01 RSU15053 p�1 / ....J.DoyW&20 BoMM Street,North Andovet.rup Calc=MR Front Door faces!W Load Short Form Job: 62013oxfors 8tree%Nort... Date: May 5,2016 Entire House Ey: warren Estes B.J. Doyle Heating &Air Cond 4 Jewel Drive-Unit 8,W lmington,MA 01887 � 0 - 0 � •p For. Richie Stewart 620 Boxford Street, North Andover, MA D - • UAllullll11l1E��lot•1 Htg Clg Infiltration Outside db(OF) 12 88 Method Simplified Inside db(°F) 70 75 Construction quality Best Design TD(°F) 58 13 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/lb) 24 28 HEATING EQUIPMENT COOLING EQUIPMENT Make American Standard Make American Standard Trade SILVER ZI Trade AMERICAN STANDARD Model AUH1B080A9421B' Cond 4A7A3036G1 AHRI ref 5536561 Coil 4TXCB004CC3 AHRI ref 7920728 Efficiency 95 AFUE Efficiency 11.0 EER, 13.3 SEER Heating input 77000 Btuh Sensible cooling 24780 Btuh Heating output 73000 Btuh Latent cooling 10620 Btuh Temperature rise 56 OF Total cooling 35400 Btuh Actual air flow 1180 cfm Actual air flow 1180 cfm Air flow factor 0.051 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Gig load Htg AVF Cig AVF OF) (Btuh) (Btuh) (cfm) (cfm) 1-Family Room 364 4939 4262 252 189 1-Dining Room 182 1444 946 74 42 1-Entry 160 1402 508 72 22 1-Living Room 182 1763 2553 90 113 1-Lav/Laundry 140 1496 3131 76 138 1-Kitchen 196 942 3463 48 153 1-Breakfast 168 1979 1450 101 64 2-Bedroom 2 182 1846 2633 94 116 2-Bed 1 WIC/Stair 120 982 657 50 29 2-Bedroom 1 234 2454 3050 125 135 2-Bed 1 Bath/WIC 140 1209 700 62 31 2-Common Bath 85 710 504 36 22 2-Hall 72 113 76 6 3 2-Bedroom 3 182 1846 2745 94 121 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. 20116-Jun-2211:43:11 wrightsoft, Right-Suite®Universal 2017 17.0.01 RSU15053 Page 1 J.Doyle-620 Boxford Street,North Andover.rup Calc=MJ7 Front Door faces: W Entire House d 2407 23124 26678 1180 1180 Other equip loads 0 0 Equip.@ 0.93 RSM 24704 Latent cooling 2819 TOTALS I 2407 I 23124 I 27522 1180 1180 Calculations approved by ACCA to meet all requirements of Manual J 7th Ed. 2016-Jun-22 11:43:11 wrightSOft' Right-Suite®universal 2017 17.0.01 RSU15053 Page 2 J.Doyle-620 Boxford Street,North Andoversup Calc=MJ7 Front Door faces; W 10 6 ('�r 110 C9 Z24 y -�' -- / - 1 C4 Qom. t a sc c O 4L). p ® TOWN OF NORTH ANDOVER �a 4 • w_ OFFICE OF BUILDING DEPARTMENT 4& 1600 Osgood Street,Building 20, Suite 2035 *. North. ,over,Massachusetts 01845 Gerald A.Brown Telephone(978)688-9545 Inspector of Buildings Fax (978)688-9542 HOMEOWNER LICENSE EXEMPTION BUIDING PEIIMIT APPLICA'i'10N Please print DATE: JOB LOCATION: Number Street Address Map/Lot HOMEOWNER Name Home Phone Work Phone PRESENT MAILINCr ADDRESS City Town State Zip Code 1 The current exemption for"homeowners"was extended to include owner occupied dwellings of one or two family dwellings and to allow such homeowners to engage an individual for hire who does not possess a license, rop vided that the owner acts as su erp visor•. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one-or two-family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner.(780 CMR Section I IO.R5.1.2) The undersigned"homeowner"assumes responsibility for compliance with State Building Code and other applicable codes,by-laws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of North Andover Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNERS SIGNATURE APPROVAL OF BUILDING OFFICIAL Revised 8.2015 Form Homeowners Exemption BOARD OF APPEALS 688-9541 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 6/10/2016 Date:June 10,2016 20560 This is an e-permit To learn more,scan this barcode or visit northandoverma.viewpointcloud.coml#/records/20560 TOWN OF NORTH ANDOVER � PERMIT FOR PLUMBING O This certifies that Brian G Powderly has permission to perform plumbing for new home plumbing in the buildings of GORTON FAMILY TRUST at 602 BOXFORD STREET,North Andover,Mass. Lic.No. 12026 1/1 f 6/10/2016 Date:June 10,2016 20561 This is an e-permit To learn more,scan this barcode or visit northandoverma.viewpcintcloud.com)#/records/20561 Gw �� . Na TOWN OF NORTH ANDOVER PERMIT FOR GAS INSTALLATION This certifies that Brian G Powderlv has permission for gas installation gas piping for new home in the buildings of GORTON FAMILY TRUST at 602 BOXFORD STREET,North Andover,Mass. Lic.No. 12026 1!1 Town of North Andover,MA 4 se—h- 20560 ear 20560 -PkmmbM Pmak_ka Ccok tim wilt,a Bullift PunK lCWsnerdat srrx4du it, TIMELINE sub—_-reteiwd Your request is to progress iYi ka.$22,f n?2>t.. 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ESC ®Dias Pmtedy -6029B0%FORD STREET,NOR-H ANDOVER,MA GOFF Wl APALY7P M -OTQOQSIOOIF ThuOurl09_2016_18:35:.PDF Sea•J!fs 3CtofL9i GQ�'TtG�[IE$SEE[da°'d.t3�LwG�iSttl!F`f�s tbGl�fmail;i6 mi z(3usiress;4s. 'rne:flame Ii;ctCiSeeF yF� Thursday,Jun 09,2016 02:36 PM POWDE-1 OP ID: LK '4�o�zo9 CERTIFICATE OF LIABILITY INSURANCE FD 11103/20/TE YY) 11/03/2015 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 DeSanctis Insurance Agcy,Inc. PHONE Jonathan E.Duggan FAX 100 Unicorn Park Drive ac No E,:781-935-8480 tAIC,No:781-933-5645 Woburn,MA 01801 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC k INSURER A:Arbella Insurance INSURED Powderly&Sons Plumbing& INSURER B: Heating Inc PO Box 235 INSURERC: Nutting Lake, MA 01865 INSURER D: INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRPOLICY EFF POLICY EXP LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM DD/YYYY MM DD/Y YY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE � PREMISESSOCCUR 8500064955 10/31/2015 10131/2016 DAMAGE ( RENTED Eeoccurrence) $ 300,000 MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ 1,000,000 GENLA GGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY[xi JE� LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident A ANY AUTO 1020046857 110/31/2015 10/31/2016 BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X X NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE S DED RETENTION$ S WORKERS COMPENSATION STATU X TE �R H- AND EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVE Y� N/A 0055161015 10/31/2015 10/31/2016 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) I MA E.L.DISEASE-EA EMPLOYEE S 1,000,000 If yes,describe under 1,000,000 DESCR PTiON OF CFERATIONS beiuw E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) . "ADDITIONAL INSUREDS LIMITS ARE NO GREATER THAN THOSE REQUIRED BY WRITTEN CONTRACT"The Town of North Andover is named as Additional Insured with respects to General Liability. CERTIFICATE HOLDER CANCELLATION NORTA16 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of North Andover THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 1600 Osgood Street, Bldg 20 North Andover,MA 01845 AUTHORIZED REPRESENTATIVE E ©1988-2014 ACORD CORPORATION. All eserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 www massgov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual):POWDERLY AND SONS PLUMBING AND HEATING, INC Address:P.0 BOX 235 City/State/Zip:NUTTING LAKE,MA 01865 Phone#:978-663-0164 Are you an employer?Check the appropriate box: Type of project(required): I.Q I am a employer with 22 employees(full and/or part-time).* 7, ❑New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑Remodeling any capacity.[No workers'comp.insurance required.] 3.[]l am a homeowner doingall work myself. 9. ❑Demolition y [No workers'comp.insurance required.]t 4.n I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 E]Building addition ensure that all contractors either have workers'compensation insurance or arc sole 1 I Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.Q I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.�Roof repairs These sub-contractors have employees and have workers'comp.insurance.: p 6.❑we are a corporation and its officers have exercised their right of exemption per MGL c. 14. Other 152,§1(4),and we have no employees.[No workers'comp,insurance required.] *Any applicant that checks box#1 must also 611 out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and 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 workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:ARBELLA INSURANCE Policy#or Self-ins..Lic.#:0055161015 ` Expiration Date:10-31-2016 N4 4V- 4 Job Site Address: h G Wj b ft J City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c.152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cer ' under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: LAWRENCE H. OGDEN,P.E. 198 EAST MAIN STREET GEORGETOWN,MA 01833 978-352-8318 fax 918 352-2858 cell:978-502-5921 May 26,2016 Mr. Bill Lumbard Comfort Reality LLC ' 14 Bemis Circle Tewksbury,Ma. 01876 RE: Lot 4, 602 Boxford, St.North Andover PRT. # 1620 Dear Mr.Lumbard As you requested I conducted a site visit 5126/16 to review the installation of the Engineered Materials consisting of LVLs,beams utilized in the framing of the above project.. The Lvls are shown on plans prepared KDK Design Dated 3/10/16 with the framing plans sheet 6 and Detail sheets D-1 to D-4 certified by me 3/18/16. I can certify that to the best of my knowledge the LVLs members and associated 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. This certification is based on what I could visibly see at the time of this visit when the framing was complete. The purpose of this site visit was to form an opinion and comfort level that the construction appears to be constructed in compliance with the drawings.This certification should not be construed as a thorough detailed inspection of the construction and framing. Please note at the time of this visit the house was framed and the roofing had started.. Nothing in this certification relieves the Licensed Construction Supervisor and or the permit holder of the responsibility for construction of this project per Section 110.R5.2,and sub section I I O.R5.2.15 or of the Massachusetts Residential Code 780 CMR 51,or the proper execution of the details and framing requirements of the drawings,including but not limited to materials,blocking,manufacturers installation requirements and nailing schedules or other requirements of the code. Should you have any questions please do not hesitate to call. Yours truly, j�7� +fit a Lawrence H.Ogden P.E. Structural 27765 �► 3 NAL LAM VT IkXAI%,Z no VIIJAF 1'N,r0L'� 198 EAST MAIN STREET GEORGETOWN,MA 01833 978-3524318 fax 978 352-2858 cell:978-502-5921 May 26,2016 Mr.Bill Lumbard Comfort Reality LLC ' 14 Bemis Circle Tewksbury,Ma.01876 RE:Lot 4, 602 Boxford, St.North Andover PRJ.# 1620 Dear Mr.Lumbard As you requested I conducted a site visit 5/26/16 to review the installation of the Engineered Materials consisting of LVLs,beams utilized in the framing of the above project.. The Lvls are shown on plans prepared KDK Design Dated 3/10/16 with the framing plans sheet 6 and Detail sheets D-1 to D-4 certified by me 3/18/16. I can certify that to the best of my knowledge the LVLs members and associated 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. This certification is based on what I could visibly see at the time of this visit when the framing was complete. The purpose of this site visit was to form an opinion and comfort level that the construction appears to be constructed in compliance with the drawings.This certification should not be construed as a thorough detailed inspection of the construction and fiaming. Please note at the time of this visit the house was framed and the roofing had started.. Nothing in this certification relieves the Licensed Construction Supervisor and or the permit holder of the responsibility for construction of this project per Section 110.85.2,and sub section 1 i O.R5.2.15 or of the Massachusetts Residential Code 780 CMR 51,or the proper execution of the details and framing requirements of the drawings,including but not limited to materials,blocking,manufacturers installation requirements and nailing schedules or other requirements of the code. Should you have any questions please do not hesitate to call. Yours truly, oil t1�- Lawrence H.Ogden P.E. Structural 27765 �► a I � NORTH Town of 2 _� :. � Andover � Z h ti ver, Mass, 7 h *tIv A_ CO[HIC HI WICM V 7,9s R U BOARD OF HEALTH Food/Kitchen PER Septic System THIS CERTIFIES THAT ....... �. ..... .L ...�.�!! � BUILDING INSPECTOR LD Foundation has permission to erect ..... .............. buildings on .4P.Q. �. .''4&........... �C� Vetto � � ou h rQ/� C/ • to be occupied as . .. .fi.I..I .... ... ��!!!.�! provided that the person accepting this permit shall in every respect conforffi to the terms of the application F;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. PLUPAING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPE OR UNLESS CONSTRUCTION RTS Rough p Service ................ ..... .. .. .................. Final ` �w �✓ �d yY ILDING INSPECTOR GAS IN PECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No.-� Smoke Det.-..a / rin �AORT11 In _t own of Anuover O No. lb51-2-M - h , ver, Mass T O IAK� COC NIC N�WICN y S U PERM- 1 -Y BOARD OF HEALTH Food/Kitchen Septic System THIS CERTIFIES THAT .� ' �� BUILDING INSPECTOR ........ . ......... ........................................................................................... n ©�� ........................... Foundation has permission to erect .......................... buildings on . � "C.. ..o Y......................... ....................... .• Rough tobe occupied as ........ .....................,... .................. :..... . .................................................... chimney provided that the person accepting this permit shall i ��. n 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 Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION �TRTS Rough Service ............... . .......................... .�� J:: .: ... ....... . Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. e; Property HERS Unknown Rating Type: Projected Rating Certified Energy Rater: Eric Wilder 602 Boxford St. Rating Date: 3/17/16 Rating Number: North Andover, MA 01845 Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost HERS Index: 54 Use MMBtu Cost Percent —� ___ Heating 37.0 $1670 52% General Cooling 6.1 $85 3% Conditioned Area 2672 sq. ft. House Type Single-family detached Hot Water 8.1 $432 13% Conditioned Volume 24824 cubic ft, Foundation Unconditioned basement Lights/Appliances 23.1 $909 28% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $136 4% Mechanical Systems Features Total 74.2 $3232 100% Heating: Fuel-fired air distribution, Propane, 96.0 AFUE. Cooling: Air conditioner, Electric, 13.0 SEER. _ Criteria Water Heating: Instant water heater, Propane, 0.82 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 98.00 CFM25. Ventilation System Exhaust Only: 55 cfm, 21.0 watts. Programmable Thermostat Heat=Yes: Cool=Yes Building Shell Features Ceiling Flat R-38.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 3.00 Clg: 3.00 ACH50 -- —-- Foundation Walls R-0.0 Method Blower door test Eric Wilder __ CLEAResult Lights and Appliance Features 50 Washington St, Percent Interior Lighting 100.00 Range/Oven Fuel Propane Westborough, MA 01581 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 508-328-2760 Refrigerator (kWh/yr) 550 Clothes Dryer EF 3.01 1998-184 Dishwasher(kWh/yr) 256 Ceiling Fan (cfm/Watt) 0.00 9901142 IlXrrl��✓ REM/Rate- Residential Energy Analysis and Rating Software v14.6.2 This information does not constitute any warranty of energy cost or savings, © 1985-2015 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider, �t Massachusetts-Department of Public Safety l ward of Building Regulations and Standards Co au S�Pervisor License:CS-076124 . 14 Bemis Cirde: q p Tewksbury MA 6187 • Expiration Commissioner 02118/2017 I r �a�anmrz¢nu,�/C� Office of Consumer Affairs&Businea�ss R W1,11-11t ME IMPROVEMENT CONTRACTOR ulation egistrdhon: .x$1$51 Type.- Individual ype:Individual WILLIAM H.LUMBAR() WILLIAM LUMBARD ..T 14 BEMIS CIRCLE TEWKSBURY,MA()1876, Undersecretary - - I.■!I= SII■!■I _I!!I I!!■J ■,I_i� -_�.!!I= =INS =_ ---------- ====_==____ _ on �... _1� ■� ■/! ■� �L^ ^Iw ■!!I. �-= !!■ -- ==-__-__==' _ =-____=-- -___--- "� -,II■ISI■I■I�I�I►,. ---- - --- '— on Now j _ now Imall Ic _ ■.■ ■■■ _ - -. .- ■ '■ ■ ■ - moll— ■ ■ ■ ■ - - '• ■ ■ ■ ■ ■ ■ ■ ■ _ _ • plan---are , , . - of r 77 -, co • COMP/1 Orce W/1h ♦ r •r w '• • r • • . . r .r• r' r • r r S/6N !2 HA LEH— !oma 00 1`ear�levafion 28' � SEAL iib"�r Leff flevolion SGAL� 1/8"s1' GENERAL NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED 4. ALL STRUCTURAL MATERIALS SHALL BE VOID OF ANY DEFECTS THAT BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. DIMINISH THEIR CAPACITY TO FUNCTION IN AN ADEQUATE MANNER. STRUCTURAL ENGINEERING OR ANY OTHER PROFESSIONAL SERVICES 2. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH ALL THAT MAY BE REQUIRED SHALL BE PROVIDED BY OTHERS UNDER APPLICABLE BUILDING, PLUMBLING & ELECTRICAL CODES. ANY SEPERATE CONTRACT AND TERMS, OTHER LOCAL, STATE AND / OR FEDERAL CODES THAT MAY APPLY TO THIS PROJECT SHALL BE CONSIDERED AS PART OF THE 5. FRAMING LUMBER SHALL BE NO, 2 GRADE SPRUCE-PINE-FIR OR BETTER. CONSTRUCTION DOCUMENTS. 3. ALL WASTE MATERIALS AND DEBRIS SHALL BE REMOVED AND 6 FLOORSALLN HALLIOBE NS COMPLETELY FIRELUMBING, TRICALCAULKEDEATING, ETC.) THRU DISPOSED OF PROPERLY. 7. ALL POST SHALL BE CONTINUOUS TO FOUNDATION. 8. REFER TO BOISE SPECIFICATIONS AND CALCULATIONS FOR VERSA-LAM INSTALLATION. I i �q OZ �4Btx�E 1 L t"E I � t `f0` _ ------' 8„ _ I \./ I - ---------- 2/�-------- --------- --------------------- -, ' r-------------------------^-1 ����__-___- --------- ------ � , ---------- I ----- 1 � '1 L---------------------- — /,,�„ -------i , � 2x6 Knee Wall ' 1 Garagc Geilinq to Ix 5/8 Tyne X Drop Per 6f e 6 �ur�Board W/PIQgtCf i I 1 1'p Garage 5/ab 1 , Typ 30'x30"x 15°D Pf' Do 8 u so4roye- Pmg 0-1 1 R 9 4"Thk.Min. ' i 3-1/Z"5ted Loll Thies Wall to be 5/8 T X 1 I YGe 11- 6.LocdlI t-ce CA Ps 6Yp=uM 1D017id,Garage 5idc 1 Lo -1 )Q, �V 1 1 1 I --'� '------� '------' I V LV ' ���� 5hcarwall,Scc I ' I i I=1301,De%w 4-ZxIZ Dcar� , ouad 1-3/4"x Il-I/4" pc/o, LAL - VCr50-L-OM 2 o DI` - 1 LPf-c.7 „ Slope(or drainage I 13a�ertent Slab Up g Min. Drop , I � � 4"Thk.l7in, OO 1 i l=ire baled Door o r------------------------------------� 1 I i P_8" 1 ' ' `------ -------------------------, A1 I r------------- ----------------� r---------------------- _ I ------------------------------, ' 1 2' L---------------------' r--------- ------------------- i 1 1 ' I ' 25' /4' - --- 16' SEE Fouw4-P oiu tuarmS 5 i-FEET f7 -3 pR3 tt 16aa `'14 Fovndolion Flan Scale;3/16" - 1'O" WALL BRACING FOR THIS PROJECT IS BASED ON SUCTION 602.10 OF THE 8-r"EDITION OF THE MASSACHUSETTS STATE BUILDING CODE FOR Ia2 FAMILY DWELLINGS, IRC2009 AND ALTERNATIVE DESIGNS AS INDICATED ON TME DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND Ig`XI6' Deck LENGTHS OF WALLS AS INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING REQUIREMENTS OF THE CODE,ALL EXTERIOR WALLS ALL STORIES TO BE METHOD CS-WSP OR AS NOTED ON DRAWINGS SEE DETAIL SHEET D—1 L I ou f—:k 11 ------ pe 32 6'Slider 2, 55 2A6 wa/1 2546-2 • 2846 Office Uafh /o be modified T4raSra WALLS ""*00 M28 To BE Mt G Pantry P� 7�46 v4icr 9 -11 cz C/o 281 C/o Lam _ly pm, Vaulted Gedinj Double 11cader, below LivinGM28 Oinl 2846 9846 Align Thee jam— C/o WaIIs 18462846 ------------- 46, 2846-2 21 'r 1� I PPJ it 1GZ0 .Scale. 3/16" � 283Z 2832 g� 2842-Z \ Ak W//c ill I7/Bath G'VIn N I 13ea#3 Poof De%w ZX WO/I I�o51 I=1�05 l�o�l N� DN �$ F' -------------- ------ 17a5fe�#I Ded#4 /fed#2 I4' �� 2842 4` up G 2842 2842 @ - 28�i2 2842 GTN26 1842 2842 1842 2' � 41 14' 12' 14' 40' 2nd floor L.ayouf Scale;3//G' PO" 7-4,4 9O.Fdo'r w#'(F 12'10 5onolube - —� $EC� 5 Ff� -T A"p 4- FQk W411. SF44CIIAX �A OF 4 Delow Grade +" S i=GhQ�Nhi�t»i 1 t 5 Cc+5 a LAWRENCE H. OGDEN.P.E. h WIAncor Bolt K, SBP- '�1#�.:.tom" D-'4- � � 1*E< IF}f�.1�Aai. � t-F�.1�T 5 198 EAST MAIN STREET' 4x6 P.T.Poll '--5-2x10 P,T, 0-1 W'R r-tr 0 9. 4Gt raG GEORGETOWN MA.01833 '� Lor Ii.0 C7 r C+ IUIVtY FI�t S -° ocan ►"'•ooh. FIZ14 0%ti t,ove, 978-352-8318, cell 978-502-5921 �F as 0 r� J 4 ZxIO P.T,Ledger l`l ..3 G�S1V I � RJ'31i`E Toile/Above °�Fss l/2"0 Laq Dolts a1G"o.c O �oIVAt t G 1?, Imm T12 gas; La � � i?_e�- �}�e!� f%G RC tf N d t`r+ >t Plunbinq Area 7 odclAbove ATF-PAL L04 .! N 2nd l loortrominq 2-.?XIO 2-t_75x 7.25�.'h Plunbinq/lreo Conr.veG4"ttaN 15f floor /pr�l,79 SGxiLI;l/8"et' 5C ALS;l/8"tel' 9 Zx12 Dcon �730l.Ddow I O '" I I I I O` N I Ll �T�h7 d1�r•t; SYS OuaJ l-7/f'x rrv4^ r I - 1 11 1 (+ 2 J"Yc k s r rc+ 4t uA verso-Lar,2BOol.�P I f{- - 2 x IZ .. o �iEA�7Ek. I 11 I v wi'M IJRet '�X t/JeS _ c- 1 D CZ 9'G' - «c i 2 i k E7 d Al I F _ — 11 g cJpsUY.K t nld. Double!3/4"x 9-!/'i" I I (r j ij i k'IeAt7PRg t t4t,4vty SOL 04,, Z1 J'V .4csca sG I O1 01 tr 'm i a'I�tLk w Ise I rlO alt ac. I • Z I to O T G A �x JoisR1 ' i .J 1 Q Tri -- ----- - r 1 Id4 ' 111- 11 — — — — — — 1 7� ubl�21x/0 711 aable support,FiuSh Frame ' ' a�b�e - 4"x 9/ 2.11S x�9�2 S Uoub/e/-5/4"x 9-//4" Verna-yon 280r > ' SEE DETAIL � � � ,•- i�-3 Versa-Lam 2800 DF 1 J �, Typ, µEar ' 3-'n i a SAE CROSS • 1 sE1-�r"J 'LJACt[ t W-iAa4 - - SECTIOV SHeET 8 — .-; D/own F0cK� r 1 1 �'oke5, Typ I 11 I II � � 7 I Poor /+T 414 1 11 1 II 3•7.'M co W ATF! 'Ti�'� '�`!'iz'ra,R,S �^' a e•, AG — 10 141E ANO _6 : u i 51Ml�SC�tV i ii i i it 5 U 4.10 I ii i i jl h N I A1"$R3p" I Y �, �:• I Si4Al� 4Vc, 1 N1 O N TO i�VT RR�t�ai' I .-! •?Sx I 1 SLS i _ 11 I pY1 iC ti!~r�l?eF� + " IP I 1_V C. I I I — 'J ek43tn.a 40t$lpCK I !1305,Flush 1 L 1 Tripe 1 N I 1 '� t.�.tr1+•t Z JaGkS i I lfiNU54f� i � � � JC'oof irar7inq I R'A !✓DOG,t=1u�h I SGALZ,1/8"-l' VuSo Lan 2800 DP I — —&—la 1—i— — — — ----- --- L — — — — —J II--V t. Afflc Floor 1'(cJm1nj -- --- --- ---- Qt;oGtsltaA SGALI I/8" t' 12`---� P R-) it I&zo t H� LOT l4 13oKp abka ST IVORrK AIVOOVeA 2-IZ�C ldge Board 1 N X'001~GONSTPUGT Pidge Venf/ON.� SIGN 2x10 Poffer5 a 16"o.c• 12- 2X6 Gollai Tie9 6 32"o,c• 10 I/2"COX Plywacd - t=ell Poofinq Paper Z Y BI acK w5rn6� n7-38 ytIn�lahon AIM.srM0 is 5phalf 5hinq/c.� r----� IaST+�u.£o 28421 U//Prop"Vent I Oolh I SIhPSON r52 2 STRAP 51rap�on 7-ie9 to i Gable �/4"GDX Ply, 6 1.6eQ K s,+C•135 wrtM 8 Each goof gaffer I finds -I I I-- Nailed ff Glued sraAP To IUMLS . RAPre R C£r�r.w+c BEeip. srahp ra -r'--- Jen S?' >r Vented 5offif Zx/0 616"o.c. AL5o t�sr AT . C-E�IwrG JOIST LAP ^.� Plooi JoiSf , �" _ — s1 MPsov ++z.S 4 Wi4L1-CON57-eUGTION. «I P \ / 2x6 5fuds 616" o.c. ;' �♦♦ ` , . C92-55/8"Pre-Guf> ;' 3•I b d��,alr$ P-21ln--�ula6on 8'-I8' T6GPlywood Rim 1/Z"GDX Plywood Nailed IF Glued ' Ouildlnq Paper �r.Q TOfNgltr �� ZX10 616"O.C. `�♦` Q 5"o C 121n-,, 5idinq;T,C�.D. ;' floor Joi5f RAISED PL.Arm R4Fra~R t++R ro PLATE ♦� VST 'p 6'i'rg I t T4PreA(- AL4.- RArsep RARxe:+2s I rJ 9'-9" t�' I I 1 � TeG Plywood /`Jailed ff Glued 2x10 616"oc, ' Triple sill I Ploor Joigf i I -2x6 p.f. ' 2 -2X6 kd. - 2x6 6l6"o.c, I w/5ill 5ealei Knee Wall ----------------- )�-30 1 i = 1/4" ad,Anchor 13o1/--, Insulation 06 O"o,c, I I 12"Pior7 GOflefS if 00--cf enl�5/0b I II i I _ _ ' 11 i _ _ I I aq Damp Proofing — lUclow Grade Well Gompacf Gravel NOTES. 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED I BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY, 2. FOR ADDITIONAL FOUNDATION INFORMATION SEE FOUNDATION PLAN. PF►j Ibzo +-#}3 Gross Section N+ti Tm = FOR RDo4=5 CCwMvCx er'P GKf 1 'r WITH R TR VS$E$ t�B&v, �1 rst���rNG l�� d��N;Stiq"�r6Mn ; f �►"��tCi 41/othaw tk►1l/ttS not eiaatutf Sp FtF}GI AJL» TC9 86. ll.g�'16,.nsEt,� AND 1 �»'T"TI""" j Eo ha Jn GG7�tr°BlltalA7d9 With Req d Air Space 6:ET Ai t i '�4 '1 !as 5 Mtut'1!�..r� 21w F 1 ►Cs di `as i x"t7C► Tdblviq�31 rYr of tho k; 8 ,; 2X BrOCk (${IL" x+tT1� 11seo, hueorEt, r.. ge� t/Rlan rn� � 16' a.G. of stud rim to first jalst 1 Sas Prang and Sections i ► � � ; far Wan/sane Crips --- and Calling Rafter aannecGorrs. ;� s I N;eAt4lAlt� ad too Henle Q o o.G, ° G�1 !}M R'ibAAO ?a( f313')pw block Toa Ata// -"'2X E91ockMg h"Z�Yn �CMR1} ���1� Cawr6 TO 0/04:A Ing (J) - ed nails (3) - iia nobs o 6" ao. P4Ie A Tm Ct 3g4„\ _ car�,s�t ruarr u�rth T U/dr 8 exutsv v per bleak (typ.) Canned prywa/i with pSlfifL CJ1J"fSIPF. 4:OAN P. jPW*�I+t„ �trt�w G�/Fl$Itl _ per�.44rM'k�t. �" �. 1 vo W or S screws t5 ( I^ C ( '�, —per ASTM C loo.2 w/th a " .2 y 4 Brook/ng m!nlmum penetration of 5/a at Hor/zonta/ " r8B Ir0�r sa elks M//40 rs"oc. SheathMg Jo1nt (U7'•) ..., ,,"." fE�ed 71 LF cannect WpN d� Raaf 5heathr»q 4�. . I ,� . IL with 6'd Holier fA 8".a.c. dt pants he I and .2X 8rockln 1?" a.c. Jn the lnterJof .w- of stud rrm9to first joist I 1�" �:1 " t LDC*;AKG w t3J-4d A141AP low Alternate Attachmont e1.111 18 go. 1 J14" stop/ea �'. +1t 7 -ovary 16" & A." at J v,c, at panel edgaa 1Ey11J�q l41MG, �, l kacak! j1Y1 �•1_ ' •11,1 �4eatJhlC r aid B" 0.0. at krterrorsjoist r - ' - 191M.a V� !P_` R V m fI tl A R U - � ' e:r uncr�r 'r ,1 'STiiuGtVur?..I» Sam . • .lntaa kw ey pw GC b e l-A t 1 � `Sk PAljt'1. MOW tG�k IaJG Jed taalls -2 1/9"x O.lJ3" peEttlon 1 S A)Or 8d roe Nall 0 6" ta.c. RIM �tjAsD I. S j'•tj � ' ' C"�i�aNtlt� !6d traNle -3 i/2"X.0.13$" �uaNl M1T eWW 14 F71m Jvlert to ie/ote (typ.) ft�� 1h?61C3� "'4"ttnr:t9 "Cp�"tAlt„ i i G 6 18 (J) - 18d Haile 61 18" ox. of aracawa/l Into d td�t.4 " ,,brat/6'/ackrng _. , • , . .:.... .... .. � � � � ��ppt.+,� i i w i 1}� i >tt1~1jR1, No te.- Ale Narlzontal Sheath/ng „bents to be naliod w/th ttd Haller fs 5' a.a. fP51�M to oted ted on an17P r�°roming Ptans un/oss oMerwlae noi I i OGARk� to p/C7or tG7�4v- $11 fi 2X Brack/ng dD 76'° o.c. d! 1 �cac Xt'TROD G&GYPSUM WALL PANELS CONSTRUCTION ' at stud r!m to first jory( Ct ,144'IIl. 01e'A•l$1) 114%5 MCI40V APPLA SS To 5Rikr-60 W4611- Lleva 2.. 15r P4-00R i 8d Tae Na/l'o 5" ac. 8d raenorl .'.P !11'�,1`p W RLOt,k "r17 MCoND Iw't_o lift f7/m ✓slat to P/ate 6" a.c' �l,L'V'A�tA �tJ%1•� jots( j i N OTS. l QLoGtctN<~ * P Nog aotir4t- 5 eArq(rVG .A.a� 712"d14, A507 Anchor Bolt with .a,o ,� C111utS iS RM4urR8p t=bR QjR/}CRp ; nut and washer. J 15'-12'men. ' 1Z'max. W 1, L t_1/VES , Z. '� (��I t1 gw1 I�tvc9R { a. from and and max. 8'-tl" o.e encM,orate �p;. ,♦ 1, M •,� or as shown on the drawings. + ' 't"b '„+'acraVD r_4oeap, .�.`' MMlmum 2 Bolts per wall Plot,*, �. GAR 4F. c'oRtultIt OP-TAiL ALL dT4r-R 1: t IVxS p ry OT Pt�r�en�c,ular 9d Haar - 2 r/z"X Ear"ear.13 t rr Pp�•c//s/ PLILMUMC + 16d naris J 1/,Z" x"a res', to Floor NOTE:T DRAWING IS SCHEMATIC FOR T CAP . 0& o PURPOSE E OF SHOWING REQUIRED CONNECTIONS WALL BRACING FOR THIS PROJECT"IS BASED ON SECTION 602.10 OF THE STH EDITION for all exterior .walls 602. 0 Braced Wall Palle/ Additional 2, 10ections . SEE PLANS FOR LAYOUT,DETAILS,FRAp4jN'G OFTI•U MASSACHUSET'T'S STATE WILDING CODE FOR 1&2 FAMILY DWELLINGS, OTBER WALL BRAf'Q�TG DETAILS AND ALL OTHER . IRC2M AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT F�.to 6J g W'THOD CS-WSP STRUCTURAL REQUIREMENTS MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND $tP!w 4116c. CONTINUOUS STRUCTURAL PANEL SHEATHING LENGTHS OF WALLS,AS INDICATED ON THE.ARCIIITEC'TURAL DRAWINGS WITH O1JT APPROVAL OF THE ENGINERR AS THIS MAY RESULT IN NON.CONFORMANCE WITH THE -. a'(I' ��/',11q�t4► WALL BRACING REQUIREMENTS OF TM CODE„ "aC All other nailing not shown to be In conformance with table 8602,J (1) HMOOf the Moss, Code 6th Edi tion PROJECT: . ® LAWRENCE R. OGDEN'°p.E. LO-T4 6 a�, 6 ax�vac Sr IIN1 80499 �� a� 198 EAST MAIN'STRI�ET i V�AI,L ]f3ItACI�1QWn Nogit# 1�IVff oVEr R M A I S Pw 1:t O 6.rA 11.. rr L GEORGETOWN',WA, 01833 L t p 978.352.8318,ce1i978-502-3921• DETAILS FdR OiLL 4.UM8ARD �j4�fS Pit) dt 16za 3f ' 181r 6 �3ou�l� Saar l�'1��'l to axt � �atxea�r r�r+a ilv:��l ea�d�l,�xa�a�sxaa.�.r,l o /"awl C✓dl"u� � AgqVfAV4 t4WAMa IMY1 or PAata p.d"d cz Y Cotrlalo r MAO /slap do NpAQjW . m tl7?IYx7M A2a ' Q oto%ps" LSrA 36• _ n stud to 6mo - t9fayasoa 6trtyta t t 'aA4.0 F-A D at owh and lot opeowI .deadnlc7ore!steal+ t 3 raw A*mlAs Fav MWcb tAVV aF 4Nl1 rardowow 'o W ma ox6vtoo to tags or wall j /f000dad a � q tt G'OtMtaa4 Eshaeth 4m Msx tt � t t' , COrJrlOVA P440 to Fly , 't with BA'ns/lo lly aa. u u u it Q 01407 7 AMW Gia'61MA t '!/7elVa G?p�lgYr t ' oqa 43&Amww t u 0 k No*o 9"o.� t Al4Caid on IRC.7GY?id t ti n r 11 tt it t PN*Vd Raw t � u t3/t�reth/pQ 4�nllsro It t► u Esk�Jclrlq rm�faawthlr 1 t " u n ��or ,4/tIfJ�11WtJ✓M ! ICG�t/f?n vrlth/q/l d/p Jif t II 6 ABA VA*J rpura{gllovs COMMA! I ' Cd NolJs-All 6AW4AV O ld�eh f�J.Aad olmdr AWAIN t Bao rS�rae A i ii a ta/Als I®Ac+aAtJ a Ht"d o. A t+b/o A tt u Ccvw=t Stud•with 7 rrxas: ho01h n n t tl 9#0 12 U?"k 3 4 "Vab4ll/a4'aft N4ata airpme"4rkd!4 BttVp no ....... �-•�-�� #k poor r4!©7 At7oltq 7 crayogG bn/n> , field 0o wi a woh and •t4 ;domh AS"ie r I a a<troll W 1 Jfafi�J!n GaMa7. Mee l '1 . / � �„ � iar ; (IttGt♦7gdll�'a lea►"ta9l I1MAf1fT •d .. Chaufa/p Aovw , "• with bald amino �; . fet9GaZ1Y�.9�#QC. B • prwv"pwo joy, gAme �"�taGarnr - �S r$. �y� •••• tow dw rdmtw lie M• 1 , � � � Frt�mlt'7t� lsi��►ul!'�rl�rl�� • . . .: , r�rn/r.�, t. r. f BM►lla'>.. ... —.-....- w �, � "� kf"�/dtdry Gcs'n 1�M,�'/rl�atel5tl'PITC�' a�i`.qq�'"��w':"w..d,- • ".?ew�y AIMN ��' " • v I.CICo ggwlllyBw pow txpfvW4*to 40r t /!: /hOc9n�tamctE.+► a NvEaro .. .a•� � '�.' 7 b v GH At7CIWrKk9 bAGp1I� { >c, eoo Fuau�a`eEPon f�l.�n �s� ,x.. AAWI C.Wll ���,SN OF.*, --„: :.. `1_' _ //nt flan la' y t^.v/ontsvl C�i'�'tPr;g' lG�r/1 f-e9n�'I /o��..rehe •9rAd /C�C�ltrn y I � ”' IW 97B-9c�s'�•013! of Srub a&ups Vr d Amochdovimmood owwrwwwwrYaea X L?�h I OM*f w t� v9/�YI7 G�" E/1 JI11 I "' w•w @@��,wyyflwypp�y�y owato chew/rye ar owl wl•Ia�wN�Yy11� + rpbei 100 T .01033 M3D MA S�41t5 I O'Wu9'�•� o39�1t.` �oR 8��-c, I.unr►gtaaG 3-18-16 fallt EXTERIOR DECKS,PORCHES&STAIRS 9.10.13) _ �qC e vL Q � CSS,PO Cis . .. tap $p�4LlA7G' �'aIpACPNG � To NED FOR THE � FOLLOWING J UADS.S.D t . FQ LIVE LOAD,4' -SIi'.,SNOW DRIFT IF App s IDESHG „ .. .. g C ,E iIB WIND LATERAL AND �. . .. _. , . . UPLUT FO CES. r ? ARL ANW.HAND 0 LBS.IN ANY TDIRE ON A7I lq U RLS d NENTS: 0 L A END r.�F &l� F 40 � ON AN I��AL®�SQ.AJC. �'FILLCQI�Q �55.�®RIZA AL ARE E cafx. of-joss TREADS-THE GREATER PSF.OR -C DN Pl"17RA, A.D. S AI$t TIB,O 300 I;ES CE TEb L® RIRS A 8tb EDITION OF TRE MASS. RING CODE FORSID N CONSTRUTION { - Ls-vi NOTR:NEW.SECTION R502.2.2.3 REQUIRES A DECK LAT)",)COAD CONNECTION.SEE ALSO MASS.AMEDMENT TO SECTION`RCtdl0 FOR ND p CO ITIONED PORCIIES. 3 5 ps EG 9 F—c- OCAN FOREST&PAPER ASSOCIATION(AFiFA) c, r t ��,, �� CONSTRUCTION CHIDE �11��c fJlru:1E 1 2t T A N 1�r�'I°R30 l.l. Plq 0117�7rUI�T A ��nY CA6-619 STEREID DESIGN PROFESSIONAL OR ITE1VIfI THAT AREIN �dQT) C4AlPY.EAzNGE WIT1 TINS GUIDE..GdS6a?l�A� `��Pt '1'YP ��'` tnr 1.��. ,Q.•” �, 1 1 } gz r-t q�. 'tA-n SIMPSON STRbNG—TIE ALSO PUBLISHES H EI,I' Ir GUIDES TO DECK 1 .. .r _..,.., ... . J.!�• 5 f �. FL's.F 5 i . � t f ' , ; .. �.,_..; �,`..... �{�VT q 4 R DI M� ALI..WOOD I+`RANIINCs'.�'1LA.TE ; ' .:.._..c�_ .. �...... '. .. ..... .._._ .. . aP RIALS T® r � A eat Fa S,On 5T fio ar.�p cxR 5 ,1a�1? i u�Re M�r-g BE E SB7ItE TREATED. �� ALL EXTERIOR COAs +'C'�'IU1�iS TO BE CORROSION pROTIEC'I&D. ..........t..._. .._-,_..,..,}....- P...... _ .. CONTRA TO I CONTRACTOR COORDINATE Tl'pIy OF CORROSION PROTECTION L SbG 4 GC? aTJI~ f7 t71 REQUIRED WITII THE TYPE OF PRESSURE TREATED LUMBER SUPpLIEt!FOR EX TRRIOR'AiFRAMING AND TSE CO1�fT�16'CTIQN MANUFACTUERS . U ATS♦ yy d�TIDA d Y h `�s ONS ... p�� �rMrMgtz5 timps00 { t..,:.., ._. dam,_ .•- �"N""s E _.... oYr a ► s U.Z 8 'p'peT1'�_ r1 Vj IN l arc gi$s e.x uar OF0Srp ¢siM paow .h A!s A y, , • ,}�2��"P4Y�WLf�D,:SPAo44k5, TO $�A=FLA'r Cpva/!"GTCO _..,: . P POST' REM w �Mpc�14 �taPC4�b O �xrsn� s�aAS Tata of ?s f Q�RN AC6W,!$..Ae: Gaps Fop 6x(erosr wTi,, 3- 3°/g ACA.,e14a44r A. 4 AO-r, FOR 4,-4.P015T s -N ftu.,.,;aNwecreRS 7'q.$ ry i �xtS Sic' SON) x nArx rn�G Rtn 504r-9 ! n I tRP�p �a �r Znlp { USL eQNa v Fat move !MNAOC a" gpEct 't2o Fbx sE Ceax+BcibRS AvO"'Zit u,vEG4' tM •.. Au., r..un,&t*.R. 'T'G ��, 'fL'i �15T8MG NovS@ NOTE.1, '! '�y S m I 2�5C p y 1 `!' PRY''.554tf2 G" 'TR6A•'1"Ep Gib dR R• L.✓rr'FI• GD,�T'RfFGT'fJ Gj "PO - iJ 2. R9W5 $�MFoSmti1 QCF AqR 6-f.p"T jilt d�p'�p•46 rr SG4 ROP. 4.4 PQ5T f-"Tet4 f-Ar �.fi 9ri `Co 6Nov R� f LC.per.Pz 4o K. LEPir 5, Lta tc'vvsrr>•4%llco7 ta�lr$10g—.4004- CrtRVt?R4-r �ac A.RE Ce.N'1`LrpED PnP �j'A l \\V, N 5Ee 5tMP5on 4Ol'Sr WAV611P V5'�1A55 fiXaSz Nc 6twD$ �� ��. S s�6 ' r Vipnaa Op p4psa t 1 ,1 t P'P" _ ✓`1G6 a.S^hS gL dp G!i'P$ fC 0A 6R f. golf g�t�e, 1$tJl GsS p�Nwmno Hca �q+s•na' A ChpS Pox dna pilar ivo� eaaaau�cY .a Piq. o NO'I-aFI F- cGI'JEER. B>: pR. PR 4ir6d61 ' , + t t , Sp'g6Wk'4 6■6 P09q' �° to �.• �°w �d OCGEOt-ilG .I,16 0i "Vila li 6ar.pbanJ AVIV 6,6 F:oR 6x6 p..vgr _ 1 � .. _ s _ IS* '1t115 4 E'R'R't4 GAry NOT x3 Q? - r , rte.. Q ` 1---^^' �ddr El�7 GF4a2 Oo�.T r - �- A�u nrv,pc r 54i•�4T A5 S*pi y...... _ ip ROOF ii �kOVS:e JJ Dw U1�915'i57RP31tr.>7 X ' T a ogD !;Tamsr I . .a N R'�, AavDni M a VETAILSAND �7, Csi+� g�ry� to�,ewBaR-® - 13,cg.B9TH-,$92 e.,, E ------ -------- - ---- ----- -_--- - ===- - - =--_- __ -- --- - _=_ -- - - - - - - ---------- w:flrsr� =II�soI- _ONwas - - oE low 11 Nampo I ONE - ---- ------- — - ---- --- ----------- = Manson tson I' _ =I rr■ _�-- ■r■ -_ = ii iii ii -: _ — U= son — — 0 Mimi -0 — — — — • ♦ , - , . , r a// bijlldln�r 4 4- 602 00WO(d Nodh Andovef,MA 0/84f5 Y: ` ' 4 -�aµp•,a •s sT RY7- GN ,Z 00 1,%' fear 280 2' flevafion SGftL�:1/8"tel' GENERAL NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED 4. ALL STRUCTURAL MATERIALS SHALL BE VOID OF ANY DEFECTS THAT BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. DIMINISH THEIR CAPACITY TO FUNCTION IN AN ADEQUATE MANNER. STRUCTURAL ENGINEERING OR ANY OTHER PROFESSIONAL SERVICES 2. ALL WORK SHALL BE COMPLETED IN COMPLIANCE WITH ALL THAT MAY BE REQUIRED SHALL BE PROVIDED- BY OTHERS UNDER APPLICABLE BUILDING, PLUMBLING & ELECTRICAL CODES. ANY SEPERATE CONTRACT AND TERMS. OTHER LOCAL, STATE AND / OR FEDERAL CODES THAT MAY APPLY TO THIS PROJECT SHALL BE CONSIDERED AS PART OF THE 5. FRAMING LUMBER SHALL BE NO. 2 GRADE SPRUCE—PINE—FIR OR BETTER. CONSTRUCTION DOCUMENTS. 3. ALL WASTE MATERIALS AND DEBRIS SHALL BE REMOVED AND 6 FLOORSALLN ETHALLIONS BE C COMPLETELY FIREPLUMBING, TRICALCAULKED�TING, ETC.) THRU DISPOSED OF PROPERLY. 7. ALL POST SHALL BE CONTINUOUS TO FOUNDATION. 8. REFER TO BOISE SPECIFICATIONS AND CALCULATIONS FOR VERSA—LAM INSTALLATION. O � �'Sl6N q Z AfwE �'. 61tiE � e i 40' < < _ ---- � 1O,_2„� - --------- ' r--------------- 2832 --------------- ------------ I 2x6 Knce Wall - -------- 601-age --iIL Garage ceiling io be 5/8 Type X 14' i 1 Drop Pei Grade 6 sure board W/t°lasler 1 yp Garage 5/ab , RDD SNE�}i-rNG. pra D-1 Tvp. 30"x 30"x 15"Dp,Pf'q 4"7"17k,Min. 3-1/2"5fed Lally w,T�{ spy This Wall to be 5/8 Type X 6.Locdlons 6yP�M board,Garage Side 0 41 61-t4t 7 Lo - 81 I I I I l=1']01,13e%w r� 5faea,wall,SctB�" I I I -"x12 Dean � Quad 1-3/4"x 11-1/4" Dd«y LA�� ' I I , Versa-Lan 2800 DF - 1 I � � 13a.5e�rlenf tiara e � � 14, 5/ope for drainage Dasertenf Slab Up OO 411 J Lin.Drop 4"Thk.Min. S C - ------------------------- I � I"ae k'afed Door � r--------- ' ' ------------------------- 1 ---- ---------- --I- ----- ------, � r-------- ' I 2' L------------- __J r--------_ _-___-_------------ i I ----- , ' I L -------------------- J r 25' - JZ' � J4 JG, 40' SEE POU&�OA-POxv North 5 s t4eEr 0 -3 pR3 a 14za `'`-" tovndallon !Flan Scale;3/J6" R Poll WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 60.2.10 OF THE ST"EDITION OF 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 I4'XI6' �ec� LENGTHS OF WALLS AS INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING REQUIREMENTS OF THE CODE.ALL EXTERIOR WALLS ALL STORIES TO BE METHOD CS-WSP OR AS NOTED ON DRAWINGS SEE DETAIL SHEET D—1 WOW 51 2 � u�cet+ wAt.t � i_E 2, 2,6 Wdl Kitchen 2846-2 Office Oolh to be nodified �/' Ealing Afeo 6' T4E�: w►�cc,S LN• To M Emig G7-N28 6' c% c,--43 i.4 pbufn 2846 i'anfiy Q� �, r- 7o5f 3 � 7'c%�' 28' �( coo 1` _ Vaulled Gtil nq 24 3 Double l7eader, �elow �'Slidu Livia C7-N,78 Mini 2846 7 2846 Align These 6' uP©Us frayc" 4'-6"c% Walls GrN28 4 � 1846 28461846 ------------- 46 2846 ,4 2846_2 5'-2" �' — 8' 2'"JO" 41 l4' 12' /4' 2'-/0" 10' 40' l6' np Ic IGZO qa 15f aloof Lcyouf Scale;3/16 Po" O � Z832 2832 2842-2 \ i \a EW//C;/-,l lI/Uafh G'�°� c ( � /3ed #3 Poof oc%v 2X6 wdi 14, / CIL Pouf �D05 f o5/ N� DN Q© / \ 17a5fe�#1 13ed#g 13ed#2 14, 2842 t� UP G l 2842 2842 2F�42 2842 1842 2842 /842 2' 141 - ol 40` 2nd floor 1,ayoul Scale,-3//6" .0 !'o" Z 4"4 R*r-00r wI14 100 Sonotube °_— $ 514ewr 3 A&P + FOK w 4LL S(ZACIIJG. Irl 4'Dekw Glade 5 is E C laO S S s ecTjo4 s wEar t s, $ LAWRENCE H. OGDEN, P.E. brror DoffSTREET' !0 !� Sea- �µ�t�t- D-4 WlAti �s, pE.l'�41� s t-r•s.�r s 198 EAST MAIN FOR DEC-I& ivam 4x6P,T Poat Q 3-2x10 P.77. 0-1 w A�-l-- P3 R+4CI NG GEORGETOWN,MA.01833 � wr ASO CO#.*JCCn •° • Deamoe%ow D -Z. O°A RA6.4. P009- FR•AMtrLl,r " 2xIO P.T,Lcdgcr Q 14 978-352-831.8,cell 978-502-5921 I/2"D l ag 13olta o/G"o.c, a `� © 9.3 G aAj E R�4t tvo t a S Toilet Above T� °'`Fs :� � Oa Fm TR o%; A•o!c _F � � 4�•�• 0 E G f� pry RC K N G r`e r PIur76irq flrca s dNAt 76/& above LATER11� L040 H .s 2nd Floor l'rartlnq 2-?xlrs Z JIX�e C$ t K NG Plurobirq/area ory N I:C'trvN lsf Floor Fraroi / ? SGfiLL:!/8"tel' Fill" /-bol,Ddavouadl•b/4"x11-1/4" k Wt1ti 1 J+lGt� ,14IAlrS cr 1 P (r R9'-G" $-ILA It I t I _o f� Z J Aek s IU Sive I u I r II I q r'! Poe-Iter dR b � - � � O l 101t, �Io of Pv�><t N N 19eoder,De�aw f �t f tt.tAJ . I ocuh/e!-"�/4UX9-1/'Y' �. I Versa Lan 2800 OF ✓ 28' _ — I CAWTICIUM �. o I 1 i, i FF�w1fl£R5 r V 1 i �� S t♦aw�, &VILoc✓ 1 r 2-�.x$ IKING 0 p es i ii iu Rek� I I M >� hex JoiatD ? M oT'C x 7"ri C b 61 2-x10 z- �' LL__ --___�I LR_ e.--_- 3'-2" Gable 5upporl,Flush Frame lr�«r c - 4"X 9-! 2•t-TS� 9�� l4` l2' l4' It A Double 1-514"9 9-1/4„ versa`low 280 t ' 5EEPETAI L C 1 7 I+0 Versa-Carr 2800 DP �J 1, � �-•1 Typ• 3-2--ib 50E CROSS 4CK 1 V IV4�-r f 1 BaRv�! - 9 BlownOuf i 1I 1 IF PO Eau 0 Typ, i ii i , �� ) Poc K e T PvST Ar FLIP I ZA Mm w1 i ii i ii _o a-.$j MpsGOV I Lac x I i it-rs wt MAP 10 MIP¢ ANO � I 51M�Sp+'Ia I II I II n I a•A%Ik64flf � � � o � l.U5t1410 A� !?fir I o x �' 5t#q LV(. 5 hr t M PSO-V I Pi I Ta FII - HuR�:Ic�a.IE145 i I it I AIrT't Ic N ZAt3 t R 5= x$IpGK FDO , /uah it i t i -a.-Los uAGIC 2 I I E3l=TWEEw 1-_514"A 9-1/2" I �' X N j t�4M4 �. ,1RGr-s t=F Vaso-Lan 28Oo 0/ I I r► 114 N lo STu i> y . . tM1a I i ' wGtt T HNu54.#Ct hoof Frarlinq ITI I I R 1(�¢FDOG,�lueh I I Vasa-Lan 2800 01` 1 1 1 ------ - - 2-k.7S k i(.ZS J Affic FloorFrarolnq P k) t* 16 24 1.14 LioT 14 13ar.Paiko Sr NORTH ANvOOVeA 2-J2 ,,ldge Doard Pldge Venl I 9'00f GONSTPUGT/ON,- 2x10 Paffers a l6"o,c, 12 2x6 Collar Tles a 32"o,c, to D 112"COX Plywood Pell 1Poafinq Papel Z x a�ocr< I pr __ _ R'-38/nxlafion ^Fret.57"p Is I(+STAw co sphalf shingles 128421 w/f'roxr Venf Dolh I S11+pso-rsz z STRAP WITH 49_ god x I i 51rpson Ties fo i Gable 3/4"GDX Ply, r _ g STRAP IK +(.135 NAILS '►o RApre�R Each rC�oof f'affei ends J Nailed g Glued To $r-D. srpAp ro r,r C£1�"� JoiST' ZxIO alb"oc Ac.so �9E AT 1. Venled 5off/f _ cFLL.G JOIST LAP 5rMpscaw floor JoiSl ' a+z.s HARICAN E WALL GONSTI'UGTION: ;' CLip \ / 2x6 Sluds a l6"o,c, �. / 3•�6 z2 NA I t$ C92-5/8"Pre-Guff - PLar T° P-21/n -3/9"Tab P!s8Jlafion -1 od Rim ywo 1/2" COX Plywood Nailed ff Glued Oulldinq Papel - 2x10 0l6"O,c. 1=l00iJ4C)lsl �� RAISED pc..arp_ RApTeR .03. alt TO PLATE T [ptc,�` R e.c R��Sep RgFrE s L J I 91'9"17 I I 8'-lg" 3/�"TeG Plywood I Nailed F Glued I 2x10 alb"oc. Triple Sill Floor Jo/sl I - 2x6 pl. Li 2 - 2x6 kd. I w/sill sealer 2x6 Cl6"o.c, I , Ir ------------------� ------------------ Knee Wall i i i i I 30 i 1I I/2" ad.Anchor Dolls /nsu/alion ':t a 6'0" o.c. 7'_l�-I I2"Prom Corners = i i i i i i Daserienf slab :►: I I II I I Gaiage.5/ab Domp Proofing De%w Grade Well Gompocf Gfavel NOTES: 1. ALL DIMENSIONS AND MATERIALS SPECIFIED ARE TO BE VERIFIED BY THE CONTRACTOR AND ANY ADJUSTMENTS MADE ACCORDINGLY. Ppb e! l6Z4 trto G�o55 5ecion 2. FOR ADDITIONAL FOUNDATION INFORMATION SEE FOUNDATION PLAN. � I L'S/GN 5wip3on MDTA30 /rap,Paden To Dr al/5idc a Wal/ Genier 1 Dolfom of/leader �'heafhlrq Plller M5T1t30 5frap,Thia 51de f I «' 12) Gonliruou-,Ilcodcr Genler a/Doilom of/kale, �\ \ Wood 5iruciurd Pard } Mu2-!Z 1�idge C�oard . Mus/De Gonlinuoua Prom i i 2" 3-Z 6 J014-3eldge Veal Top of Wall To Dol%OfWd/ /-216 Jock-,arca I-24 Kinq 5/ud 8d sa'Vc.F;dd Nadirq P001-GONS7-RUG710N.• 12 .0 5imps0n 5T17D14-'5/rap Tic 2xI2 l:afler5 a 16110,C, /O® e t b a 19 Min.,Embed.In Goncreic 2x6 Collar 7-lc--,o 52 o.c. 2x t 2 1/2"CUX Plywood t Pelf Pooffnq Paper •• ` ' '• yfi5phalf ----- Shingle --------- � .•:.r.: 10-l6 iaQ IUAILS Gon/irvous Go efc Fou4ohon 5/8"o d,linchor Dolls �! r i �a 5/em dl Re;r✓orced w/ 7"Min.,Embed,Typ. 5%r�pson T/e5 to 2x1 #4leebw-ro B Doifom,T � �� (ZArIE"re P- 5imp-,on r�lionel Tic p YP 1-1e1Q1/ //�li Rc,[R�03./� Each Poof Fafler � 0/6 oc, I 5T/�1D Gorrmcr/n-,1a11dion #a rebar N Geflinq Jol,,51 a Shrarwall,Scale.Now Partily pr7. I Refer To C 9'602,/0551 92-5/8"Pre-Cul r Vaulted Geillrq I ..a 5/-f"ToG f lywoc& °#a rebar° d1 © Nailed('Glued ZxIO olC� o.c. I Li Poor Jol�l I Fosfcn Shea/hinq} /leader Wifh 3"ot.Grid of d Distance anae l / 8d(Noila a 3"o.c.in/V/5fuds And Plofe-, !Y"min. l l from comso r r ---•-I f 1 I i II I I I ` 1 Wood afrudurd Panel \ \ ML Mu-,}Dc Gonflrwova Flom `.• Top of Wall To Dol%m of Wall SEE IDErA4- SHEET t?-Z Gro55 �ecfion NOTA. = FOR RCOF S C0A)VM0Gr ED GKFS WITH RC*F TRv5$E S RSOD, BL0ejtr"f, AMP ;Ih'+1N.,��u�tailn �aq�+ ,aa riLlw m1l/te not Mown S RA Gt ue- -Ftp Be UF-5I15 A;taj? ANE) 1"* IW - Lobs !n cr✓at'aw&=0 ut/m Rev a Aft, Spare MrAtL to S `Pt*S ' ► a I z h DC. Telfa/Gr["60Z9 flJ at Lha " 2X Blocking 0 16" o.c. /a��Zrt x,111 I Meeeaaf�a�EEe C4�davh Ed/dlon at stud (.1-Mto first ,b/st See Alandr and 5ectfons t 1 1 for Hurrleane C/!ps ----- and cellIng Rafter sit Al Nnk i i connect/ans, 00 L:. r 9d Lo4►/141!4 0 6 P Gvitr', 8sAa1i 0.) roe RlGraler roe Mai/ 2X.B/ocking p�t1M 80AR0 ur11A1L Ctxul'a�'� • (3) - Sd Walls ` (3) °- Sd.nolls a 6" o.c. p-rGr_ ASTM C,t�yg�\ Gan rcE n, usrr .. per block (typ.) FETA I L SCREW Ee41.16" " " "• Canned [)rywall with C>17T(StDE CL N4 R p1 1'Y�a.4„ t o t u cy m per»AO M N " Type W or S screwe 0 12"0.c. . { !'q' a I.- I 1dnr7L 2 x 4 ®lacking mlper AiSW C 1002 w/th o ( � Bel Tom n�rf/o iy"a a. of Horl2antal POO tratbn of$/S" lilac'sI Sheoth/ng joint (JP•) Y (E ,l Connect Wa/! & Roof Sheathing N. ` with 9d nolle m-8"a.e. of panel edges and 12" a.c. in the rnt&dors. 2X Blocking 0 16"o.c. i -+ of bud rim to first Joist 1'�"&' a'1� fBJ" 1dd M4/le 3?t: it1a+G ! Alternate Attachment (ay M.1�1} cevacry Jds" � � �� 40fhzWTI'L 18 �c, 13/4"staples M ,' at 3'a,c. of pone! edges yyr !� arrd B" a•c, at rnteria, Joist i 4p 114N r a. � /IL tTee7 RIM aiDARU t� i. �! C5 yWtrre, «_ '" ' fWW6 "f lit Y w }" pere/Lron 15+ 1)Or 5 �-tC.0 n<r t'A r l- SEE _ $ tINI� Bel Wells -2//? x 0./ls EtEtl?vtt2tb RIM 50AaD ! tadt 9d Toe Not/ 0 6" P.C. t l6d n41/e -.91/?"X O..0.4 RIM Ja/st to Plate (to.)-_ . _ ' (3) 16dBr nails 16" o.c. �f4W6'ID13 "` Ct*NS1k "'OILTAI4„ r of erocewatr Into 1]L�€'A r.l. ' .b/st/Blocking _ rrrPPI t Fst7 i 1�t�IR ltti+ulr"I�t! No to: (t6 .IO.s' I All I•malyedrIzowit1ttal Sheath/ng Ants - -'' Y GKP�iuM • Pdw"L9J1dI , + f^' e�tt7ka'/G".ul8r jtt>Ey7toa � tip be Waited h ed Warta 6' o.c. to t1lackMg uniass atharw/se f•_�,. ., , ; adA�a noted an From/ng Plans +�.� I10 Float l/ ►l!f✓MGA to moor EA!!/v Set worm :L r , t � + v METHOD GH-GYPSUM WALL PANELS CONMUCTION ' 2X Blocking 0 r6" o.c. 04 at stud rim to first Jolat I QI.N!M' " _ 3`'/a"' "•1'�1> TIS 1 S M03%v D /4PP LAILS TO LJ/'F'1#'..rwrwd SR�GR.O WALA.. L.1 Aj a �. IST' Rt 210A � 9d Toe Nat a 8" o.c. sd Taenol! •' R !II44 Rim .M/st to Plate � s" • (r�.I .lout ;�, � NpTe r: } Q)wGKtn�G. 01= t-lvi�iaoNt.a� 5N�4tt{rNG I ,.Q.►", 1/2"ells, Al07 Anchor Bo/1 with �e,p J O I NTS 1$ RE©V1129P POA 1512AC-SP 1 -" o nut and washers 5 1/2"min. - 12' max. .n. e ( W 11.4-L 1_1 N e S 1 r Z 3 1 QgTt�C ocr2 ," • from end and max 6'-0" o,c soch P/Ple o . .e pia• or as shown on the drawings. " Tn t3G'crvP R btlnlmum 2 Bolts per Wmt plate. p.- GAP-4GE C'OPLOER, DP-TA%(" ALL &Ti4CA r:.t MGiS ap IV dT IL0VIlt� LoC1=.1iU PerpE��i,^olar 9d Wass - 2 r;2"� su'ea.l�,t " Pa allt� 4 1 16d nate - 3 1/2" x 0.135" to-FJoo/ Framina to loot--F 8It ttllr NOTE: DRAWING IS SCHEMATIC FOR THE Bl>aced Wa/i Pane/ Additional Connections GAP -- �+c "ac PURPOSE SHOWING REQUIRED CONNECTIONS OF BRACING FOR THIS PRO.yE,Cf IS BASED ON SECTION 602,10 OF THE 8 EDITION SEE PLANS FOR LAYOUT,DETAILS,FRAMING THE MASSACHUSETTS STATE 1 RJXNG CODE FOR 1&2 FAMILY DWELLINGS, for aft exterior .walls 602. �0. IRC2=AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT M'E'THOD CS-'WSP STRUCTURAL REQCiIISENIENTS OTNRR WALL QUING DETAILS AND AL1,oTIIER MODIFY DOOR OR WINDOW OPENING SIzES AND LOCATIONS OR HEIGHTS AND $�{} floc CONTINUOUS STRUCTURAL PANEL SHEATHING LENGTH$OF WALLS.AS INDICATED ON'THE.ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALT.BRACING REQUIREMENTS OF THE CODE. All other naffing not shown to be uvwvice gc in conformance with table R602.3 (1) wvloH Of the Mass. Code 8th Ed/t/on 3 =I � LAWRENCE$, OGDEN.P.E. PROJECT: D W ���' 198 EAST MAIN STREET T ' 'ALL BRACING LOT4 e a?. 6 evc p n a0 Sr � Nagrm 14rvpcmod R 1%4 97� GEORGETOWN',MA,41$33 { � F cop, t;i�.c �.u!w B�yR D g141t S ti &352-831.8,'cell 978-502-5921• DETAILS �lB(!b .......—..w..._..•...— - - __ — -- c•+M". —�..w..r...wa.. m'"4.iw+.rwe.....nwww1.. - .w.w+......+.._..�..... ._.,.�._....�+..� char t o gw$d rd Mwe �ii W Ar1fiW pR60 APA 1 � � 4. � �with 1~ G1"P6d►!o L7�tiltlSlJp � Pte, A9A11k�4�M/h+aar#C►p/GM eta k k k k CdtA�katlI P10110 -001 Ik1//e n St lhpscaru SrA 3G rz. w + + 44y F-ACA+VAUD «oa A amo erne'Imr Op4w4v I AaWjtfrVW aU4b II � 9 ram Cd►va/lA � JNt m nr rity rJW4?Oar MWII Few 1 v PI",%& 4 to telae crl►w�arf 1 /r mordad I 4 I u u u p t _ I II a �t 4/IaethJl�to A/a ar s*r COaa II u d raaat Pant&!o plc I dfver I CsJ t i It 10/0v a ktNle to 11, tt 1 It P g w/th 2 t'iar l�AWA%Q- I !v'WIe e'.9"'mor I d"Mc AAMI �/�Kt o1AmtYfa I tl 11 B 1 a 8barak/�rd•el hlr+ , i /al°°"'� R%w a �lrereMlG�t",pIl ao It 11 u IsrepA10"W/thrr?et/OW10 04" If ii Me- r 4'404011W tela aaP gyp"Z/M" a q Ftauae$tt/aVl C,CraMktttl! I I u Aa'Ndg4»All r 1nlwc4 t /�ICyl7Glet/br If W!!h! -/fid 8lrlkew IYp/le I 1A�MNh1 i h n (N/1/0 f /1> f! n 6�p. LMAb/iit71 It II Cee aat Smote wJlh x Hare I II n u n W/eh?W x T W"yVIBE'9&sA W PWv aJ 6TYo 14 dtm;p flc+ , L�..f.-.»....�1 w�...... AW7,I *4 7 a*od ftxfrtJ . AW,* AV 400h rll it �>rII /^� �ill/"1� /'l b; D pt,t�4 y 4'ravla in am"w aF wall/v�al� t fir.J R4 A WJth 16"L f r,E!taF Wat9/ 14' liD/►tJ/n Cwea» n/ L A tapet lbw 0 « d kt '1*W POFW'MAW -G w 18r(aeAGY �' MOMAp."PC A-300 �lnlft�Pt/ 9 M lrsml utrr ,� o La�•1� O�dmFf 1- y � •� e��' MfnJuxaa Pmsl Ac�dfa L" toy � t�H 1�A'1�7Mt9'mS►lY/t�` ��.w` "` AYf"•9� . 970-502-5921 'tw.' lu"►«» r"ww"" `..� , . ,,4 x ,gwllf##v pAr4w eCgtJJ/r/ cm do 40" 's r' f/: lflOf p �?gAC�pIE./ fr T!7/,g a $dP// /d Md3mIEPt`l ~" www tm' t o mAd bNu rJa� R,. �4r /h d�reua^ dWdl/./MZ sd{I� CAnwil T l if/17k�iBtlC 19 ill"/d7T ll"C3Y' j " over ' " NaJ�ht Ilev �rrro/I tN of Go/dw/j/pre�A'Elf W11 PAW/ 1 he r9Md' 10MMldA9 ,,�`� �. t�� �.. �:.��.e �'� �.� � Y J/�knph� of $rUO 97F -0R•J" ,and Amcb,91° 0,ol! a 1�1fA Lp ow,Mpwwww wwrwu x LR Wah I t"wftw t�/�rl�Gt�1"a1f"tlrfC. GM j ww ww, firmsLA' varlkaJl GJd7eea/J�cr1 9`»C". 1 ' e �0►p, PF14 Lo-r4� boa, SMPM.D STTRISfar ID `i#o ' 11r, .p1$ $ h►� I"M4C1G' ► N o q.1ti A4nr p©tJE FL MA AOR 3ft.�- LwMBAFip 5f�1l� .,. ' pals 61TRUCiCURAL GENERAL NOTES: 19. WALL BRACING FOR THIS PROJECT IS 13ASED ON SECTIO 602.10 OF THE 8"w EDITION OF THE MASSACHUSMTS STATE BUILDING CODE FOR 1&2 FAMILY DWELLINGS,IRC2009 AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS,DO NOT MODIFY DOOR OR 1, ALL LVL BEAMS SHALL BE BOISE CASCADE VERSA-LAMI,OR APPROVED EQUAL WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS AL1 m e �e Q INDICATED ON THE ARCIH1TNCTURAL DRAWINGS"INI'I H CUT APPROVAL OF THE S pNt We G a a ci nru ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES ENGINEER AS THIS MAY RESUL 1"!IN NON•I"ONPOFI'MANCE WITH THE WALL BRACING aw u ItEMMMENDATIONS AND SPECIFICATIONS,E-2,000,000 PSI,lib-3100 PSI. REQUIREMENTS OF'THE CODE. u ALL COLUMNS DESIGNATED ON DRAWINGS AS VERSA-LAM TO BE BOISE 20, THESE GENERAL NOTES AND ALL THE PROJWT DRAWINGS TO WHICH THEY ARE A PART OF CASCADE 1.7E 2650 Fc,DO NOT IKNOTCH OR CUT LVL BEAMS OR PENETRATE ARE INTENDED FOR.THE SPECIFIC LOCA"T"ION AND PROJECT 1NDIACT RD, WITH'ANY HOLIES EXCEPT AS ALLOWED BY MANVF'ABTI,rRER DO NOT DEVIATE.FROM THE DETAILS,DIMENSIONS AND MATERIALS SPECIFIED WITHOUT I 6 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"CHIS COMPETION OF THIS FRAMING WORK TIlI3 L.TC1INSHO CONSTRUCTION SUPERVISOR.IS " 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP:BEAMS OIC MORE T.14AN THREE '1O PROVIDE A CERTIFICATION TO THE OWNER THAT ALJ. WORX,'WAS PERFORMED Iy' 04. MEMBERS TO BE BOLTED TOGETHER WI'T'H 3 ROWS OF rW dim BOLTS ACCORDING,TO THE 'DRAWINGS.DETAILS,NOTES,MANUFACTURES INSTALLATION ANSVASME STANDARD 1318.21-1981 @ 12"oc. STAWER OR OFFSET EACH ROW REQUIREMENTS AND THE 8'•"EDITION OF THE MASSACHUSETTS BUILDING CODE a BOLTS SHALL BE PLACED IN SNUG HALES,WITHA M1NIlv4UM EDGE DISTANCE OF FOR 1&2 FAMILY RESIDENCES. � p „� 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON ;t tis DRAWING. - -- ENGINEER:LAWRENCE R.OGDEN P.E. s� is 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 T03 LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3,5", 5 LVLS USE 6"X 3.5"OR ON 198 EAST MAIN M.01033 POST AS DESIGNATED ON DRAWINGS OR ON STEEL.,AS SHOWN ON DRAWING. GEORGETOWN,MA.RIIp6FS 5. REARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"`SOLID EACH SIDE 978-352-8315, C41107"02-5921 , 6. ROOF SHEATHI NG TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OG; @ FOUNDATION NOTES 2 �u>w5 �1/9� 1 Lvi4 �" 4-LIJLS 6 31 PANEL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. FO NDAT1ON ANCHOR BOLTS 7. WALL:SHEATHING TO BE ATTACHED T°O FRAMING WITH 8d NAILS @ 6-OC, I/2"DIAMrrER�WITH WASHER 7"EMBNOTES; 3% JIN, D. R) SCREWS TO BE FASTEN I►1A3!'JIR TRUSS LOT{ PANEL EDGES AND 12"OC.FOR ALL FRAMING N EM13ERS NOT AT PANEL EDGES, PLA E 14MAROM END Or O.C.EACH Olt S'IMPSON SDW SCREWS CORNER STUDS TO BE ATTACHED TOGETHER WITH 16D NAILS @ 12"OC,OR AS OR AS SHOWN N ON THE DRAWI G& z>e aLoCK kusrn«. SEX DRAWING&FOR I.ItNG111 OF SCREW AND SHOWN ON DRAWINGS AP'rM.SMOAP tS ON CENTER SPACING. 8. GVflUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPES FooTING REINFORCING 1 N "''-cu 2) ALL 2 MEMBER LVID I1E,4M6 TO HAVE t CIt1LW5 SCREWS IN ACOORDANCE WITH ASTM C1002@ 12"OC.AND SHALL CONTINUOUS F015TINGs 3 Al J 4 BARS FROM DNI:SIDE. rRAMINC3AMIN.OF 3/8 PENETRATE 18"I." HORIZONTAL 5�MvsdN iSLa STRAP s3) ALL 3OR4MEri1BUltLVL B'EAMS TD HAVE INDIVIDUAL FOOTINGS wrrH 1bd i '•' N SCREWS FROM ONE SWtVJNLXSS 9. ALL OTHER FRAMING TO BE PER THE 3TU. EDITION OF MASSACHUSETTS STATE 4k 4 BARS WITH 3 Rn COVER EACH WAY � oTI�aRWIsu NOIIED ON DRAWINGS. BUILDING GORE,IR�t'2049.�G LUMI3ERE 87517�ai. E- 1,300.000 pili OR AS SHOWN ON H:E DRAWINGS. �' lb X 3,.C•13s) ?VML9 "to RAprr,A 4 U Blw.v. S 1 tutu ra 1�T ) USE SUBSTITUTE OP SCREW CITY MAY O NUI' 87M�P Y4 SUIl9TITUTE A$CAl'A(:N7'Y MAY NOT BE 10. ALIL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE, MINIMUN WALL REnNFORCINcR 11.1K. IDI s r ADEQUATE, INSTALLATION AND NAILING TO BE PER IRERS RECON�IENDAT'IONS. HORIZONAL �u 99 e BAT cru�aG ,e,sr u)n 5 r raps t�v RS 2#4 BATOP&MID HT OF WALT, N a.g 4 ,� DETAIL OF CONNECTING SSP .IED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT WITH 18 in.LAP AND 18Rn.CORNER BAR:` HV RRMAN F . ( 1CME FOR DELIVERY. USE SIMPSON HURRICANE TIE AT'SHE EAVE END etre P LVL MEMBERS TOGETHER OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS AND HARDWARE 10"FOU.NDA'rION WALLS EXCEEDING 4 �. 4u. TO BIZ CORROSION PROTECTED PIER PRESSURE TREATED LUMBER THE BELOW LIs°CED cRIrERIA MAY ---t- - NtRNGx M REQUIRE VERICLE REINFORI:R'NC 3-(6A ASA1L4 MANUFACTURES RECOMMENDATIONS AND SIM[PSON STRONG TILE CONSULT ENGINNER OP RECORD RBCOMMENDATIONS, OR STAINLESS STEEL, R gra , IL THE CONTRACTORS SEMLL 13E RESPONSIBLE TO 013TAIIIT AND FOLLOW THE WALL HEIGHT UNBALANCED FILL HT. inn . a MANUFACTURES LATEST INSTALI:.A71ON RECOMMENIDATIONSI AND 8 ft. 60. h 9 ft. 6It. Q,q"TOS NRI4 "MON SPWIVICATIONS FOR LVL BEAMS IOU, rift. 05"at RIM- 0 12. ALL SUPPORTS UNDER BE TO HAVE SUFFICIENT UNINTERUPTED SWPORT STEM WALLS 40. 'to PLAri$.ALL THE WAY FOUNDATION OR O LVL BEAM. WALL REINFORCING GRADE 60 pA16 E D pt/ir'm PAPTi � `"R Vii` ID i1 rA 4 1'�`1 L AV 06&MI w. ',�C"+�w"WOA LW 13. BIv L DISCREPANCIES,TO PROPOSED DEVIATIONS ANIS ACTUAL.FIELD Aor .13&M ,AAN���� CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTIRNTION OF THE SLAB kEINFORCING 6"6 W2.0-W2.0 EN'GINNER PRIOR TO PROCEEDING WITH CONSTRUCTION, CONCRETE 1 14. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PRQJECT FOUNDATION WALLS AND FOOTINGS '� ! DRAWMNGS INCLUDING SHOP DRAWINGS. '' AND BASEMENx SLAM 1 15. ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL, F c 3000 PSI AIR ENTRAINED 16. ALL BIGIFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT CARAGE AND EXrERIORR SLAMS A b F'(!3500 PSI AIR ENTRAINED INSTALATION MANUAL. � 17. LOADS F'I'RST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,OL 15 PSF,ROOF GROUND BEAM POCKETS SNOW LOAD 50 PSF,DECK LL 40 PSF WIND LOAD 100 MPH.EXPOSURE B, BEAMS TO BEAR ON 112 in PLATE !V 18. FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A MRNIMiJMEND In OUAIRF AALLPBAEAMS cDT S AND MINIMUM BEARING CAPACITY OF 2 TONS/SQ IrI' LAW=fgt+H.0(;DEX.1",,E,. GENERAL NOTES LCG'T4 G OL Sox.poao S t 191I EAST MAIN STMT N oam4 ^1voou ieIZ. to 4 Gtr O GEOIRMOWNIM&01 I FOR r614-L A.VfA94P.p 978-3524318,CCA 97 03401 1r CONNECTION HE"1"Ai1.i ' , PAa a 16I<o j EXTERIOR DECKS,PORCHES&STAIRS 9 10»13 F '. s'ppCAACv S"p�LGl.V4' 9PA�INc 5pgtrgse , __..:. .., �.., .. ;...•. _ ' CYTS,PORq S AND EXTERIOR STAIRS TO BE DESIGNED ICOR TIM O ADS 31+' FOLLOWING I .. o m LIVE LOAD,4P SNOWDRIFT IF APPI.LCAI9q�,E AND VVIJdD LATERAL AND GUARD AND HANDRAILS;200 LRS.IN ANY DIRECTION AT ANY POINT. + INFILL CQIi'I)('UNENTS:50 LBS.OOR1ZQINTAL,ON AN AREA TO A SQ.FT F-13-0 OF: Law-me STAIR TREADS.THE GREATEL ; 401SF.OR300 1,B,.SCDPCENRIEILOAD.4DR. Jowr I; * r ,t POM CONSTRUCTION 15 A'Q�'VIIERED IN SECTION RS02.X2,OF TIM 01°EJ)I7CJ (t j ` ''FRIJiS � .CTI w R r i; _. . _. ,✓�, A t :ht Twq S`f tw, ? MAS LNG CODE POS RESLDENTIAL G NSTRILT' )N. 1. 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