The URL can be used to link to this page

Home My WebLink AboutBuilding Permit #052-2017 - 53 WELLINGTON WAY 7/18/2016 BUILDING PERMIT NORTl1 q 1 O �S�eD /64�O TOWN OF NORTH ANDOVER a APPLICATION FOR PLAN EXAMINATION E 0�ja- O �, Date Received 6 �Z �`"�RwPa' y eermst No#: *MRPO—RTANT: SSgcHu �Date Issued: � Applicant must complete all items on this page LOCATION � �'"�'573 W E!_.4,1A1GTq_/lf (.A)A V Print PROPERTY OWNER /Ie:7-Sx;lAfA. L)rf/ C6 1�+t c Print 100 Year Structure yes rio MAP �� PARCEL: ZONING DISTRICT Historic District yes. no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential 'New Building , ('One family ❑ Addition ❑Two or more family ❑ Industrial `i No. of units: ❑ Commercial El Alteration ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other Septic ❑Well ❑ Floodplain Wetlands ❑ Vllatershed .pstnct, ❑Water/Sewer -1 DESCRIPTION OF WORK TO BE PERFORMED: Dwee-4.I >yC7 41 �df�1o1/ Identification- Please Type or Print Clearly ' OWNER: Name: 1< p, e 41�)Msis_6 9 °� �(S^{' Phone: Address: � ��C- � S � NOE-LIJEvf I C1y P_ 77 15k5 Contractor Name U ��, SSi Phone Emaif Fi t o -. �. . L< C-0 Address;4:72 WASH I&iC+-0/V S2F9e_ C'460 AAlb MA Dl T3 41 `.Supervisor's Construction License: CSEA-�/l12q�1 Exp. Date- 1 )Home.Improvement License: �C�7 ��7 ExpJ. Date: 1T17J ARCHITECT/ENGINEER S�"6C 01-D&N Phonegf Address: ,uc - �' b&J0&e5 jh�O19Z3 Reg. No. r �� FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $_ 07� Oclo "CA FEE: $ � Check No.: u �� Receipt No.: NOTE: Persons contracting with unregistered contractors do-not have access to the guaranty fund - v faCtorkl _ m J is F Plans SubrnittedX Plans Waived ❑ Certified Plot Plan Stamped Plans; i' TYPE OF SEWERAGE DISPOSAL t Public Sewer ❑ Tanning/Massage/Dody Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales '❑ Private(septic tank,etc. x Pennanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On /2-11 Signature-#d,- - COMMENTS/d.0,5 ignature_ j d u'-COMMENTSZ X05 Lam-. C.� fA 05 1 6e I n'5TZ ZJ T� - 9(CAJ ?(U ur lu CONSERVATION Reviewed on is (O Signnture,/ " (�14kl COMMENTS HEALTH Reviewed on �, Signature / 0 a- ire COMMENT84" Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes F fanning Board Decision: Comments I p Conservation Decision: Comments 16 Water& Sewer Connection/signature& Date Driveway Permit wo, DPW Town Engineer: Signature: 45 �1� - F1RE DEPAFM NT �- r � x Located 384 OsgoodfStreet ; Temp DuWn"K,n siteAN,yes � ar no Lo atecl at 1424 Main S reet Y + rh�"'3 Fire Department signature/date _ / _ ti' � _�'' 4 r,� '}.,a�,.�.�°�[.�yx'k< �•_r' `s .. `�.�� ". "�,•,F �;?' t �re:,N� � F Mt�rx.:.Y 7* � � � 2 s' ^ �#« r,Y�`.. a s E-•1Ay[T' A y t F} t r _ it .k5 .i ,L=.YQ fa •3 ? r St, 3 i+.�:,Q�V I•w___,yaw�A S -.�Sia �F:-.�d�xi.•t-.- .+s 4 T, r Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions.5.3 I Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, avast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) 11 nnnn I Ii ® Notified for pickup Call Email Date Time Contact Name 3 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. i Roofing, Siding, Interior Rehabilitation Permits 4 Building Permit Application . Workers Comp Affidavit Photo Copy Of H.I.C. And/Or C.S.L. Licenses Copy of Contract Floor Plan Or Proposed Interior Work Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Building Permit Application 4 Certified Proposed Plot Plan 4. Photo of H.I.C. And C.S.L. Licenses Workers Comp Affidavit Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) Copy of Contract 4. 2012 IECC Energy code 4 Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit i 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 Doe:Building Permit Revised 2014 Location No. Date • • TOWN OF NORTH ANDOVER Certificate of Occupancy Building/Frame Permit Fee $ Foundation Permit Fee $ �_ Other Permit Fee $ TOTAL $ Check# Al Building Inspector % 5/31/2017 • CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number: 052-2017 Date: May 31, 2017 C' THIS CERTIFIES THAT THE BUILDING LOCATED ON: 53 WELLINGTON WAY MAY BE OCCUPIED AS IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Building Inspector This is an e-permit.To learn more,scan this barcode or visit northandoverma.viewpointcloud.com/#/records/25285 0 1/1 NORTH c - own of E ndover O 0 No. � - d 1 +� T - - Z h , ver, Masss6j, IV , 241 �, A_ COC/IICN(WICH 7,95 RAreD ilk U BOARD OF HEALTH Food/KitchenPER T (r Septic Sy�t m U}C6t.es a s'b�' THIS CERTIFIES THAT ....... ..... 5SAA...... ..Q�.`.......... oFo BUI DING INSPECTOR-,. ... undatio f has permission to erect .......................Aildings on ... ...c. .a:4, ... ............ RoughLto be occupied as ....... .�. Oing �. ... .�� ... � .... .... ..... ..... ... Chimney �}.. �.� .� , ✓ r3�t�/J'.' r' '� ,provided that the person acce hisermit shall in e res ect conform to the rte ms of the a licationp p p p rY p pp Fn a on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and 7 Construction of Buildings in the Town of North Andover. BING 1 SP CTO Rough, S `� r VIOLATION of the Zoning or Building Regulations Voids this Permit. Final . PERMIT EXPIRES IN .6 MONTHS ELECTRICAL INSPECT UNLESS CONSTIR TIO Service .. ... ..... ...... .. rr .... ........ Final 0� BUILDIN SPE TOR AS IN PE TOR 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 DEPART ENT Until Inspected and Approved by the Building Inspector. Burner �s� Street No. Smoke Det. . r 04 r Home Energy Fatting Certificate Property HERS unknown Rating Type: Confirmed Certified Energy Rater: Eric Wilder lot 3 53 Wellington Way Rating Date: 5/5/16 Rating Number: 62774 N.Andover, MA 01845 Registry ID: 144484424 Estimated Annual Energy Cost HERS Index: 53 use MMBtu Cost Percent Heating 100.1 $1738 46% General information Cooling 3.1 $130 3% Conditioned Area 5806 sq. ft. House Type Single-family detached Hot Water 14.5 $206 5% Conditioned Volume 43636 cubic ft. Foundation Unconditioned basement Lights/Appliances 38.7 $1520 40% Bedrooms 5 Photovoltaics -0.0 $-0 -0% Service Charges $168 4% Mechanical Systems Features Total 156.3 $3762 100% Heating: Fuel-fired air distribution, Natural gas, 96.0 AFUE. Heating: Fuel-fired air distribution, Natural gas, 96.0 AFUE. Criteria Cooling: Air conditioner, Electric, 10.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 178.67 CFM25. Ventilation System Exhaust Only: 92 cfm, 21.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-44.4 Slab None Seated Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.280, SHGC: 0.250 Above Grade Walls R-21.0 Infiltration Rate Htg: 2.80 Clg: 2.80 ACH50 Foundation Walls R-0.0 Method Blower door test Eric Wilder CLEAResult Lights and Appliance Features 50 Washington St. Suite 3000 Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Westborough, Ma 01581 Percent Garage Lighting 90.00 Clothes Dryer Fuel Electric 508-836-9500 Refrigerator(kWh/yr) 707 Clothes Dryer CEF 1.74 Fax# Dishwasher(kWh/yr) 258 Ceiling Fan (cfm/Watt) 0.00 C/✓ REM/Rate-Residential Energy Analysis and Rating Software v15. This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 5/31/2017 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number: 052-2017 Date: May 31, 2017 C' THIS CERTIFIES THAT THE BUILDING LOCATED ON: 53 WELLINGTON WAY MAY BE OCCUPIED AS IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Building Inspector 9 This is an e-permit.To learn more,scan this barcode or visit northandoverma.viewpointcloud.com/#/records/25285 0 1/1 5/31/2017 "5� '• CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number: 052-2017 Date: May 31, 2017 S THIS CERTIFIES THAT THE BUILDING LOCATED ON: 53 WELLINGTON WAY MAY BE OCCUPIED AS IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Building Inspector RIME], This is an e-permit.To learn more,scan this barcode or visit northandoverma.viewpointcloud.com/#/records/25285 [MEN" \ EASEMENT / Lot 3 31.1' EXISTING FND. -- TOF=147.17 N 29.1'/ WAY 04 \ oa 0\4 OF 0 o MICHAEL �a 1 63.2- i' 3;J, EASEMENT t r ERGI 1 N 33191 fq IO�PQ. 600 EASEMEN \ SI CERTIFY THAT THE I}4� FDATION LOCATION THE HORIZONTAL SETTBBACKRRYE�REEMEMT�CONFORMS TO APPLICABLE ZONING BY-LAWS IN EFFECT WHEN CONSTRUCTED, CLIENT: MESS(NA DEV. (THIS CERTIFICATION DOES NOT CONSIDER ANY OTHER RESTRICTIONS SUCH AS COVENANTS,WETLANDSEASEEASEMENTB, 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: 9/2/16 SCALE: 10=50' UNAUTHORIZED USE IS PROHIBMD.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 09830 WWW.CSI-ENGR.COM TEL.978-373-0310 FAX.978-372-3960 D W G.N 0.:140 36.001.017 Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 5'520,000.00 m $ - $ 6,240.00 Plumbing Fee $ 780.00 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 780.00 Total fees collected $ 7,900.00 53 Wellington Way 052-2017 on 7/18/2016 single family home BUILDING PERMIT o� No " �(t ED 6 H TOWN OF NORTH ANDOVER �? `'- - •6 APPLICATION FOR PLAN EXAMINATION '� _ » Date Received ermit No#: q,TEo gSSAC HUS�C Date Issued: MPORTANT: Applicant must complete all items on this page LOCATION ,/_ U)EC..&1A/C76—Af nn Print PROPERTY OWNERS Print 100 Year Structure yesno MAP ,05^C PARCEL:ZONING DISTRICT Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential >CNew Building KOne family ❑ Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other : a rm DESCRIPTION OF WORK TO BE PERFORMED: r!' c� S'/eycl� �14W1t��' dwE�Li ►uc� `�� G�✓.atJ �� `12- f 4.s Identification- Please Type or Print Clearly OWNER: Name: k�`� A - 1JAMS-S-6-N Phone: Address: �6>C1gQ S + MOA4 d 7 � 7- 153 ;< r Contractor Names Phone: 3126` E m a i 1:kk C-,S% Aj,4'&J&WHOMES, < C.n Supervisor's Construction License SFA:--./f1:Zg3/ Exp: Date:—, , Y Home Improvement License: t� Exp: Date:— ARCH ITECT/ENGI NEER ate:ARCHITECT/ENGINEER C 0LD A) &cA Phone- -52g�5M Address: S:WL& e+ N&&LZjg •O Z3Reg. No. 6 FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. �/� Total Project Cost: $_5cwo O� ..�> A FEE: $ K-1 Check No.: (�'J t� Receipt No.: USP Z NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund !a!,!Re,�t I I Plans SubmittedX Plans Waived ❑ Certified Plot Plan Stamped Plans; [Public YPE OF SEWERAGE DISPOSAL Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Poolsell ❑ To Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. X Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS/L"-05 - toe i n>"SIS i�Cc 'C✓`<C� ��'� ' C CONSERVATION Reviewed on Signature COMMENTS �e� HEALTH Reviewed on Signature ^1 f a COMMENT Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Ile Wafter& Sewer Connection/signature& Date � � Driveway Permit DPW Town Engineer: Signature: �„ i_Zw,s Located 384 Osgood Street f,�. ?;FIRE DEPARTMENT Ternp Dumpste�aon teYyes� � no Located at 1x24 Main Street "' r" t 4��Fire Department sig�ure/date�� " h.>,•a9,m-aP" -,�, ia,. � a ;t'fa . t4 8 NORTH own of _ ndover O ..�..�• ~h �•• No. e h , ver, Mass,s_"Ij COCNICM(WKM%y1- 7,45 q•�TEO r'PP,`,�5 ll BOARD OF HEALTH Food/Kitchen PER IT LD Septic System 6THIS CERTIFIES THAT ....... ......e5s).[ ...... . ow�......... .+. ,•,,, BUILDING INSPECTOR .... ..... .............. ...... Foundation has permission to erect .......................411dings on ... . . .�:4, ... .............d Rough to be occupied as ....... .�. Oing �. ... .��. .... .. �r .... ..... ....... ...... ... Chimney provided that the person acce this ermit shall in e res ect conform to the rf� sof theanp p p p � p pp Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONST TIO T T Rough Service 009 BUILDIN SPE TOR Final 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. Home Energy Rating Certificate Property HERS unknown Rating Type: Projected Rating Certified Energy Rater: Eric Wilder lot 3 53 Wellington Way Rating Date: 5/5/16 Rating Number: N.Andover,MA Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost HERS Index' 48 Use MMBtu Cost Percent Heating 69.1 $2146 51% General Information Cooling 10.1 $142 3% Conditioned Area 5805 sq.ft. House Type Single-family detached Hot Water 5.0 $243 6% Conditioned Volume 43636 cubic ft. Foundation Unconditioned basement Lights/Appliances 38.0 $1491 36% Bedrooms 5 Photovoltaic -0.0 $-0 -0% Service Charges $168 4% Mechanical Systems Features Total 122.2 $4191 100% Heating: Fuel-fired air distribution,Natural gas,96.0 AFUE. Cooling: Air conditioner,Electric,13.0 SEER. Criteria Heating: Fuel-fired air distribution,Natural gas,96.0 AFUE. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 160.00 CFM25. Ventilation System Exhaust Only:103 cfm,21.0 watts. Programmable Thermostat Heat=Yes;Cool=Yes Building Shell Features Ceiling Flat R-51.8 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value:0.300,SHGC:0.290 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 Natural gas Westborough,MA 01581 Percent Garage Lighting 90.00 Clothes Dryer Fuel Electric 508-328-2760 Refrigerator(kWh/yr) 691 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. The Commonwealth of Massachusetts Department of Indastrial.Accidents 1 Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. AupIicant Information Please Print Legibly Name(Business/Organization&dividual):mE1551A)A ®� U Address: 2-777 ASH I kJgiT omO City/State/Zip:C. o��An� Phone#: Are you an employer?Che,cktlie appropriate box: Type of project(required): 1.❑I am.a.employer with employees(full and/or part-time).* 7. )<New construction 2.M 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. El Demolition 3.Q I am a homeowner doing all work myself[No workers'comp.-insurance required.]t 10 []Building addition 4.F1I 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,.❑Electrical repairs or additions proprietors with no 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.insurances 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.Q Other M.§1(4),and Nye have no.employees.[No workers'comp.insurance required.] *Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. i Homeowners who submif#his affidavit indicating they are doing all work and then hire outside contractors roust 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-cor&actors.fiavc employees,1ey must pro vide their workers'comp.policy number.; rim an employer that is providing workers'compensation insurance for my employees.'Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: 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 hereb nde•thepains andpenalties ofpeijuiy that the information provided above is true and correct. Sign e: Date: e Phone#: ms' � 3 �/ / Of 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#: Information and Instructs®n 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 contract R Mre, express or implied,oral or written." An employer is defined as"an individual,partnership,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 receiver or trustee of an individual,partnership,association or other legal entity,employing employees. 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 b6 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=contractox(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. LimitedLiability Companies(LLC)or Limited Liability Partnerships(LLP)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 Depaftment 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 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 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#617-727-7749 Revised 02-23-15 www.mass.gov/dia MESSI-3 OP ID: BC ,�►coRO' DATE JMM1DDNYYY)CERTIFICATE OF LIABILITY INSURANCE 07/15/2016 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 Foster Sullivan Insurance NAME: Brian Clancy 163 Main St ac°No Ext:978-686-2266 alc No):978-686-6410 North Andover,MA 01845 E-MAIL Foster Sullivan Insurance LLC ADDRESS:bclancy@fostersuilivangroup.com INSURER(S)AFFORDING COVERAGENAIC# INSURERA:ATAIN SPECIALTY INS COMPANY 17159 INSURED Messina Development Company,I INSURER B:ZURICH AMERICA INS CO 16535 277 Washington St Groveland,MA 01834 INSURERC: 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. 1�TR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMO/DD EFF WDDI EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FRIOCCUR CIP269351 08/14/2015 08/14/2016 DAMAGE TO RENTED PREMISES Ea occurrence $ 100,00 MED EXP(Any one person) $ 10,00 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY FIPRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMB $ Ea a nt ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED P BODILY INJURY(Per accident)AUTOS AUTOS ( ) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS - Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ REXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITYSTATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? �N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ B Builders Risk ER07711684 05/18/2016 05/18/2017 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION —' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN i 'Kerry A Hanssen Trust ACCORDANCE WITH THE POLICY PROVISIONS. Lot#3 53 Welington Way AUTHORIZED REPRESENTATIVE North Andover,MA 01845 �_ y ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD a t GOLDEN p � pip, �q pq r � n fp0pp o�'.I�oo�: goa�l] IItJ C] 000 ppb DESIGNS .� SCOTT J.GOLDEN tYd 4 i � 9 CHESTNUT STREET nao r rn j Q ° DANVERS,MA 01923 978-578-1568 2 :::' 'r... ;„ .... ''`.^.a :. #.&. ,, ` ..- d; :- ..._ - •fir X� FRONT-LEFT PER5PEFFRONT-RIGHT PERSPECTIVE CONT.RIDGE VENT(TYP) _ 12 . .y 10 Revlsionllssue � -' "ARCHITECTURAL SME" r No Date 12 (ASPHALT SHINGLES ) �10 OR TO DETERMINE) . � W EN - Layouts and Views: GULTURED STONE SIDING. . - ., 1 — •_— - EXTERIOR — � _ - '-._._.:.— (OWNER TO DETERMINE) -- ---. --,.--- --- �- - --: � - = PERSPECTIVES ` (1. ... ... tu AND _ ® ® ® ®� -�� _ o ELEVATION TITFI - - - m HORIZONTAL SIDING , METALFLSHING (OWAREQ D NER _ TO DETERMINE) — - f Project Name and Address: _ HANNSEN ® _ I ® ® ANDOVER, �" 't .. ...MDO BOARD PAINTED VER'MA - Lr T ...... ..........LLLJJl.......... _ _ _— l HANNSEN 2016 v Date: MAY 6,2016 I I I I I I I II I I I II I I I I I I II I Scale: AS SHOWN I I L ——————————— kms ;, Gp( rF I I I I I 1T-------------- ---- ___--- IRON-T—EL-�Y TION_ ------------------------- o /DA �JAl ►� 5GALE: 1/4"= V-0" S�v / OFFS r��OLDJGOLDEN ,, � k'.?. ''r �' e �';.' , qe� Wx•. � Fi.""_�'y.-z i:. �� 5 43� r rJl-� _ l R p J`' :.; 5'g.`a ,_ f p t,,l..f''2 r.•A �r-�,t, ' :ax:,.n+ t�. a i .*,es _ . 1��& rx ��,.:. � . `h �s''V^.t,� s'•P.," �`.°sem,,.. �, � -- s 3El Lill 11 rtt - 1 ..e ,i r e �. Tln' ■n h � � L ��.�LS.� e � ;�_�( j„h DESIGNS �II,uUlill�ll ilitUill Jtl i ` �`,,.?"" ,'� ;,i„�� ,- �r_;ifllii�i i11111ini(n Ilri unnundflH(.aa SCOTT J.GOLDEN 9 CHESTNUT STREET 1f ` i D 978-578-1568 S ,�..� I ANVER 1923 r; I• , - w LEFT—REAR PER5PERIGHT—REAR PERSPEGTh/E CONT.RIDGE VENT(T(P) CONT.RIDGE VENT(TYP) 12 -- 12 10 - 10 D= -- -- - -- — { ._..._._ .._....__. _....._._.._.___. No. Rwisionfissue Date __ EIB _ _ _ _ �_ Layouts and Views: EIEI_ 9000000 novo 0000 ooao ouoo -- ——= 0000 0000 =0000 0000= =0000 n00n - ELEVATIONS AND �______� �___-- ___-= EXTERIOR ._ �= I =____ ———I� � PERSPECTIVES C --___--- FR1(5HT !510E ELEVATION [LEFTBIDE EL EYAT I O N 50ALE: 1/5" = V-0" 5GALE: 1/8" = V-0" CONT.RIDGE VENT(TYP) Project Name and Address: 12 HANNSEN Q 10 RESIDENCE NORTH - DISCLAIMER ANDOVER, _T _ me laamlatlan mmapea m maga construalpn d—Ia ro<me MA -'--•- _.-, .v r� - .. __.:..�-��r:... th.d ewe o(Ma slam In m.-.W .h.Eu n tlea�gnNn�n tln aouwmemg.Thi esisling arta oa.nd I.nava bean bassi upon ....._........... -::.. ._.__.. ..____.. _ - -- vieual ana n mo promianrn ane la eoT an ins ..._.......... _..........- ._..___..... .. _........_....:...... - PlIng ev hit i)hegligation V Mto the exLatlng elle contlltlona.Gopen pagigna(ag arcnitea)has _ 71tttil 7, anarr�laa to agtanrgn an aw,mta sat or gomt�aatpn aom�manla ror HANNSEN 2016 ' �: tna wnawatlan sure be p n■bagea span tna awnara regmremena P t# - � ana lnat or orate ana Iowl cotlee.■snarl be Ina omen•reepam berry 4- to agave n.aepm imeatlgatlona ane lading wnen unkno«n or niaaen --- --_ -- — — mntl turns become evallable.It Ne owner ebaervea or becomes aware Date: MAY 6,ZOt 6 dairy Iautl or tlarect in ft amjea or nonwnl nn—with mmwaien _ aoamenb vromvl wnXan nolica snarl be Sven gtne ovrrer to lne erUilecl. _ EEZZECH33=1 SCREEN PANEL PORCH meaty InallWal hr 1—tnaarmjmarmmanonaaand omlaaiona Scale: ASSHOWN -�- - -- — (OWNER TO DETERMINE) aenalnmsroptana ana deer aoamenn mlaeamme worx(gl ana ea ardi ted la Ne owner,unkaa Ne owner antl ardnted inter Into a seperele �_ anndmea ctanaltlorrel ae ror aaminlsbatlon a Ne aonawcuon mntnd aint unpeWaimn ons 9 catswcban. IF I I M I I I M I I I CONTRACTOR MUST VERIFY DIMENSIONS ON DRAWINGS ............_...............__.._._.......... AND COMPARE TO EXISTING CONDITIONS .. WALK OUT BASEMENT _ - 45-BRACING REQ'D. r RETAINING WALLS AS REQ,D.. _. _ _ _.FOR POSTS TO DECK(TYP) _ ------- -- -------------- A2 REAR ELEYATION 5GALE: 1/5" = V-0-- 8010,• _ 20'-0" 36'-0" 16,_0•, 8'0" GOLDEN w 21'-0" 16._01. B,_0,• 6._10.. 0" `6'-4" b'-10" 4'-10" 6'3" 15,_7., W-4" B'-2" T-1 SCREEN PORCH SHOWER x 0- 101. DESIGNS ' 0 0 0 C O O N SCOTT J.GOLDEN DECK IN-LAYV e 9 CHESTNUT STREET 0 3E-0"x 14'-0" _ BEDROOM DANVERS,MA 01923 -v 15'-4"x 18'-0" - PLUMBING CHASE WALLS Qs _ BATH .-- - - 978-578-1568 n ROOM L BEAM#5 ABOVE -- 's FLUSH WI TOP OF JTS. FLUSH LVL BEAM#T ABOVE: R W 12x26(, STEEL W10 x 19(A36)STEEL `N � O � O O ;; O � O r — ————— ——— 2 x 6 WALL ..».sN •e>•ta; .r °�i„".,"n:.�..eda; ..a I FAMILY v g 4_3 5 5'-9' 5-9” 8'-0' ROOM FRIDGE FREEZER z n ry 4 � KITCHEN WALK-IN 19'-0"x 23'-4" v 20'-0"x 15'-3" (E) CLOSET 4-0 BREAKFAST ° closer closer "DIRECT-VENT' Q 15'-0"xt4'-3" GA5 FIREPLACE °� in --I _ -«LLJ- — � R 12"ARCH.STYLE 4'-0" aO FAMILY COLUMNS o CLEAR " 5 ENTRANCE rc - /;� J_ D o '�J I- aca I DN `* m ,Q. O � N J ip Ip ,R ,p y _• O UP ft (4'-0"WIDE STAIR) 2 x 6 BEARING WALL �1•� 2 x 6 BEARING WALL GLEARO � No. Rwisionnssue Date FLUSH LVL BEAM#b ABOVE: (4)1.T5"x 11.25"DP.x 16•LONG HALF BATH ® t (20 MIN.)SOLID FIRE RATED DOOR 3'-4" 4'-8" 2800Fb OR BETTER 5 c PANTRY _ --I--F - - 2 x 6 STUD WALLS W/ 8 0 BASEMENT K R-19 BATT INSULATION — — — o _ Layouts and Views: �o 9-b STAIR To 0 DINING ! 9 I q r AREA + STUDY ft o I I FIRST FLOOR 11,_9„x 17,-3" o ✓ I I PLAN UP 'v " LAUNDRY SIDE J W 1T-8VVx15'-b" o o PORCH D FLUSH BEAM#B(24'-0"LONG)ABOVE: ENTRY W12x35(A36)5TEEL — — �' FOYER x o 15'-0"x 11'-0" — R- Project Name and Address: Lu w R Lim— - C O O d Q Q 4 '" I a HANNSEN FRONT FRONT RESIDENCE PORCH 4•-0" 4'-0" H 3-GAR GARAGE PORCH ( 23'-0"x4r-0" I NORTH 6'-0" b•o° 5'-4" s-4" b'-o" b'-o" V-0" I ANDOVER,MA 12:_0:: 2'-B" 10'8" 2'-8" 12,_0,. FRONT I— — — — — _� I PORCH [I{; goy (1)HOUR RATING REQUIRED ON COMMON WALLS iv Pfoject# HANNSEN 2016 •• AND CEILING-USE 5/B"TYPE"X"GWB r DN Date: MAY6,2016 1 - I Scale: ASSHOWN 1st FLOOR(LIVING AREA) -2,664 SF F I RST FLOOR PLAN - 2nd FLOOR(LIVING AREA) -2,646 5F I --------------- TOTAL -----------TOTAL(LIVING AREA) 5,310 SF SCALE: 1/4"= (1'-0" (2,664 5F) FRONT PORCH bOl SF INDICATE5 LOCATION FORA SMOKE DETECTOR _ . . _ _. GARAGE - 955 SF _O COMBINATION PHOTO-ELECTRIG/IONIZATION SCREEN PORCH 3195F INDICATES LOCATION FORA '� / INDICATES LOCATION FOR A o �� • O ..�ti r�` T DETECTOR A3 DECKS 520 SF © CARBON MONOXIDE DETECTOR <y 4 y I O (REQUIRED IN CENTER OF ATTACHED GARAGE) c.z~-F � - GOLDS - �� i, , r .. �� ty.�' 7 � a:;�.:��ti.•�_...�4�ri-rh.. .^:.,aL'�:,Ys°".._ ...z'.......'.... k'q.:.._..:.... � - "TM��.r� K�I'� r � .�J {{ VIEW OF BREAKFA5T TO KITCHEN VIEW OF KITCHEN VIEW OF KITCHEN VIEW OF KITCHEN ` `" DESIGNS SCOTT J.GOLDEN 9 CHESTNUT STREET DANVERS,MA 01923 978-578-1568 t,.-77 77 j ism ' � \Al11{11{1i1191tkt1t11StIH11S111SS1i1116UY{lHri9A11111fllltlilitlllll � `• ",,,.-`t VIEW OF FAMILY ROOM , VIEN OF IN—LAW BEDROOM )4-4 Mu �Cc , %trrn _ t ' se�.�._ --'�•• � CSr . � -.0. No. Revision/Issue Date d4r� r�Y +t .- Y I E W. OF FAMILY ROOM ! TµT Layouts and Views: rt �`' _ r VIEW OF IN—LAW BATH FIRST FLOOR OVERVIEW AND IN TERIOR ••—„,....M, ,.�,.. ,,� y PERSPECTIVES �U :I' .iii..'; I 'I a ,.� ,r � •...-•-M � _._..� � �t''� F 1111 I 1, 11�� I s. „`a'1w w 'i`� r, _Yt—'•; ! f Ill�i`pl� n Project Name and Address: P.° ^.-, i rsv t�•smtww + in nserav< tKrt..a� nn '.. `t '"`.... �y HANNSEN RESIDENCE :Gc c . :.� 1 NORTH VIEW OF 5TUDY � VIEW OF FAMILY ENTRY ANDOVER MA r ' .f't'r�. •i.'i4 ,r� t'i'i.- +,n ut�av` ,..a.vr :.rm HANNSEN 2016 r 1 w..r- r .� �."i J�. tua-,, '-•x� 3 ' ate rlu Date: MAY 6,2016 i r• ;r'; sf iiilll� ►y AS SHOWN ' ��• iii!!! - � _ 5' �• , VIEW OF FOYER ?; w .. VIEW OF GARAGE P h.. VIEW OF DINING TO KITCHEN VIEhI OF PANTRY TO LAUNDRY 4--0" 70._81, 5'-b 5-b" 14,4" 24,-0" ,.---- 4'-0" 4'-3" 5'-6" 5'-2" ,0' 3'6" 5'-b" T 2" T-2" 12'0" 72'_0„ _ GOLDEN 000. MA5TER BATH JILL, r, 0 5HOWER U o i STORAGE a u, w WHIRLPOOL TUB ° ._.,.ny....�,.... .n.• �- o DESIGNS S FLU51-1 LVL BEAM#11 ABOVE: Q (4)1.15"x 11.875"DP.x 20'LONG � /,� SCOTT J.GOLDEN b 280OFb OR BETTER +. ® `l +, 'O" _ _� 9 CHESTNUT STREET a — m n p _ FLU5H BEAM#10 ABOVE: DANVERS,MA 01923 MASTER '^ W12 x 26(A36)STEEL 978-578-1568 BATH —O� GAME ROOM �I '_— 25'-0"x 11'-0" BEDROOM#2 bQ BEDROOM#3 . b'-0" 4'-0" 6'-0" 14'-3„x 154" .. 14,_3"x 15-4" :ALK WALK _ IJ 5 6" 5_b" IN" IIN WALK WALK r CO E c OSET 6L05ET IN IN 4 5 CLOSET CLOSET UP�8 � J. O _ 05 _ I MASTER 3b"HIGH RAILING w BEDROOM O q 4 DN O o Revision/Issue Date BE DROOM#5 � BEDROOM#4 19.4„x 164' ddd LIL(.10'-O” J, O12Q©'-0"�x 1 r-4" 11 -3'x154" BATH _ B–ATH-- m:o `JGH TRAY CEILING) W.J Layouts and Views: OPEN — m L. TO LINEN LINEN SECOND FLOOR �6 n BELOW 1 PLAN MASTER BEDROOM O O O O AND "v v PERSPECTIVE WALK IN 0 Q GL05ET 10'-0" Project Name and Address: F 5EGOND FLOOR PLAN _ HANNSEN ,'o" 10'-01, ,'-0" RESIDENCE ----� n NORTH ry ,� ~c SCALE: 1/4" = i'-0" (2,646 5F) ANDOVER,MA INDIGATE5 LOCATION FOR A SMOKE DETECTOR o STORAGE �i JJJ COMBINATION PHOTO-ELEGTRIGIIONIZATION INDICATES LOCATION FORA CARBON MONOXIDE DETECTOR HANNSEN 2016 .. ' ':. Prole lj s ' Dater MAY 6,2016 o 101_01, 71_0., A5 - o Z. It �.: .. 4 1f k4 5EGOND FLOOR } HALLYVAY - —Ko v tfi} y � (BF24)-"BIGFOOT"PIERS - 48"BELOW GRADE(TYP) 6 GOLDEN 0 20'_0" \ 36-0" 24._0,• o ° .• I I :. I m in 8-4" 3.�� 8�� 8� 3'-0" 12'_8" 3'-4" 8'4" _ - p.-..,.,......,... 4"GONG.SLAB OVER I o ( COMPACTED GRAVEL I DESIGNS 'v R, bxb#10 W.W.M. ' r 5 GI o I b MIL POLY LINER �^ "I m b"x 3"DP. SCOTT J.GOLDEN BEAM m I I m _ 10" �� 10 m 9 CHESTNUT STREET POCKET.BEAM W DANVERS,MA 01923 to" te'-4^ 70 : I I I r�0 978-578-1568 I I L----- ------ --- ---- --- I Imo m o �IRDL BEAM#3 ABOVE-FLUSH WITOP OF JTS. GIRDER BEAM#2 ABOVE4"DP.x 20'-0"LONG 2800Fb OR BETTER FLUSH WI TOP OF JTS. r�O N I I W 12 x 26(A36)STEEL I I m a 24"x 12"DEEP GONG. FOOTING-2 x 4 KEYWAY I I - 4"5TL.LALLY COLUMNS(GONG.FILLED)TYP. 10"FOUNDATION(TYP) r I OVER 24"W x 30'LONG z 12"DP GONG.STRIP FTG. CLOSET in 2-#4 RODS TOP&BOTTOM GIRDER BEAM#1 ABODE-FLUSH WI TOP OF JTS. N - UNDER '• I 2 x 6 P.T,SILL (3)1.15"x 14"DP.LVL 2800Fb OR BETTER STAIR J� ANCHORED BOLTED r '? v 10" o n 8'-0" i i'-b" 15'4" 12,_0" 8'-4" UP p r - - — --b.J FLUSH BEAMS#4 ABOVE: — —— ———— —— ———————————— 8'-0" I `'. I POCKET RECi'D. (3)1.75"x 11.25" 2800 Fb OR BETTERv E p 1/8"PITCH TO DOORS I �W I _. I � I '1. I o No. Revision/Issue Date 4 I I MECHANIC AL I I D 0 u I 2 x b P.T.SILL " I ROOM UGLOSET NDER I I iV z p I I ANCHORED BOLTED d TO FDN.'t 0.O.G.(Ty") Layout7Views: ELECTRICAL PANEL STAIR I 'c :oDIRECTVENT4"GONG.SLAB OVER " Iin FURNACEAND \ COMPAGRAVEL .- -WATER HEATER bx6#10W.W.M. FOUNDAFINAL LOCATION .• 6 MIL POLY LINERc..r I '1 FOOTING2Ex4K NC.EYWAYA TO BE DETERMINED q I I I CONTRACTOR J L -1 I I OVERVIEW I I 4"5TL.LALLY COLUMNS(LONG.FILLED)TYP. t- PERSPECTIVE OVER 56"x 36"x 12'DP CONC.FOOTING _ n I 0 `—————— MEGHANIGAL L------ L-- ROOM (BF 24)- PI "BIGFOOT' ERS L—— ———————-J 'D I I I I ;p m Project Name and Address: 48" trI ". I GARAGE I I HANNSEN I :o I RESIDENCE 4"GONG.SLAB OVER b"COMPACTED GRAVEL " I NORTH t^�^i \ � \� � \ / \ \�•' 6.1 ��... I I b MIL POLY LINER ANDOVER,MA Project# HANNSEN 2016 - - 1/8"PITCH TO DOORS I I :o Date: MAY 6,2016 � FOUNOATION PL,�N I I I I Scale: AS SHOWN 50ALE: 1/4"= 1'-0" p, INDICATES LOCATION FOR A SMOKE DETECTOR I �— I m • l •�*l. ..... iv COMBINATION PHOTO-ELECTRIC/IONIZATION ..,.,.... •: , '-" INDICATES LOCATION FORA ---------------- CARBON MONOXIDE DETECTOR 24.0" '{IA6 2 x 10 P.T.JOISTS Q 16"O.G.(TYP) USE GALV.JOIST HANGERS LEDGER u (3)2 x 10 P.T.BEAM OVER 2 x 10 P.T.LEDGER BOARD GOLDEN 4 x 4 P.T.POSTS SEGURED USE 318"LAG 80LT5 TO TO GONG.PIERS W/"51MP50N^ SECURE TO HOUSE P544 AND AC4(TYP) 2 x 12 JOISTS @ 16"O.G. ry SECURED TO BEAM5 W/ x J015T HANGERS - ",`� _ immnnm1111M (�jfl�' r+ BRIDGING c MID-SPAN(TYP) r FLUSH BASEMENT LVL BEAM#3 BASEMENT GIRDER BEAM#2 "x20'-0"LONG W12x26 A3 STEEL �- t s �� ~tea 752800Fb OR BETTER FLUSH W TH6FLR.JOISTS ;.f T_711 (2)2x12 I I� 4x4P. .PO5T5SECUR DESIGNS 4 x 4 P.T.P05T5 SECURED LOAD BEARING P5440AND A4(TYP)NC.PIERS kV 51MPSON" WALL BELOW I SCOTT J.GOLDEN x 2 x 8 P.T.JOISTS Q 16"O.G.(TYP) 9 CHESTNUT STREET JOIST HANGERS(TYP) STAIR OPNG. I USE GALV.J015T HANGERS LEDGER �-'�''� •'� 1paflflafl � :. � � 1 ,' v _ 1�l d.A.l-d.d1.1 DANVERS,MA 01923 All 2 x 12 J015Ts 16"O.C. — — — r I M 978-578-1568 @ � 2 x 8 P.T.LEDGER BOARD SECURED TO BEAMS W/ �3'SE15"x lGIRDER LBEAM#1 fl I I USE 3/8"LAG BOLTS TO p0 i. J015T HANGERS SECURE TO HOUSE BRIDGING MID-SPAN TYP) x 2800Fb OR BETTER t, 01441141► 1114114 a ,,,,.• 1,r STAIR= ''� I I�'+ FLU5H WITH FLR.JOISTS OPNG v I l x t 44144144 �„ s 4�wt`~ i..�.�'�h �^�K tlw..•�ti,..> .-. 4lll\\1\ i ,. BASEMENT GIRDER BEAMS tt4l SECOND FLOOR (3)1.x5"x BET LVL 2 x 8 P.T.LEDGER BOARD 2800Fb OR BETTER USE 3/8"LAG BOLTS TO I I FLUSH WITH FLR.J015TS I I SECURE TO HOU5E FRAMINO OVERVIEN I 3-GAR Iml (3)2 x 8 P.T.BEAM OVER I I GARAGE 4 x 41.T.POSTS SEGURED TO GONG.PIERP5445AND'AG4P(TYP) I I TO FOUNDATION USING 2 x 8 P.T.JOISTS Q 16"O.G.(7YP) USE GALV.JOIST HANGERS LEDGER LOAD BEARING LVL RIDGE BEAM: I I 1/2"BOLTS @ 4'-0" (2)1.15"x 14"x 16-0"LONG 2800 Fb OR BETTER 2 x 8 RAFTERS @ 16" 15T FLOOR F RA M I N O PLAN Z. RevisioNlssua Date ' SCALE: 1/8" = 1'-0" Layouts and Views: Mae ry x 1 ST AND 2ND FLOOR C4 v FRAMING PLANS FLUSH LVL BEAM#7 W10 x 19(A3b)STEEL FLUSH LVL BEAM#5: AND W12 x 26(A3b STEEL • �� JOIST HANGERS JOIST HANGERS OVERVIEW PERSPECTIVES x THUry 2 x 12 JO15T5,!16"O.G. 2 x 6 LOAD BEARING SEC TO AMS W/ WALL BELOW `wProject Name and Address: JOIST HANG5(TYP) I I 2 x 4 LOAD BEARING STAIR 1 �• ' BRIDGING MID-SN TYP) i_.d WALL BELOW OPENING t' S • iG: HANNS N 2 x 12 Joisrs p 16"O.C. , �,.r� t. RESIDENCE SECURED TO BEAMS WI JOIST HANGERS r ,,•}t�` X NORTH FLUSH LVL BEAM#6: BRIDGING MID-SPAN(ttP) Vt s1: 3�r Y �.,�j' A �,.» ANDOVER,MA (4)1.75"x 11.25"DP.x 16'LONG 2800Fb OR BETTEROPENING (2)2 x 12(CANTILEVERED) FLUSH BEAM W 12 x 35(A3b)STEEL IM.AUA-A_ —ALA.4-AM— —— �' s,.. `Y �:-+'"' �.`'°!Y' �, HANNSEN 2016 Project# HIP RAFTERSfffTm-rff r.,,��' � Date: MAY 6,2016 (2)2 x 8 GARAG1E HEADERS: t { t � • !1` � -y; Scale: AS SHOW N (3)2 x 8 BEAM Ifl(31)2xbBFAM - - (3)2 x 2(TYP) •••"'�� 2 x 8 VALLEY RAFTERS V4000"I"J1015T5 2 x b RAFTERS Q 16'O.G.(NP) BOISE-CASCADE"ALL-JOIST" JO 5TVE RAGE: 2 x 4 CEILING JOISTS Q EACH RAFTER 2 x 8 RIDGE BOARD AJ20(11.815"DEEP)16"O.G. USE GALV.J015T HANGERS LEDGER -- _ _ ___• .FIRST FLOOR 1"x 11.875"RIM JOISTS TYPICAL @ PERIMETERI F RAM I N O OV E RV I EN A7 2ND FLOOR AND PORCH ROOF FRAMING PLAN SCALE: 1/8"= 1'-0" VALLEY RAFTER-LVL: tr 2 x 12 RIDGE BOARD(TYP) 11.25"x 14'-0"LONG 2800Fb OR BETTER GOLDEN 2 x 10 RAFTERS Q 16"O.G. 2 x b GEILING JOISTS Q EACH RAFTER t'!{'. • ^ 8"-0"ABOVE ATTIC,FLOOR(TYP) _ R-38 BATT ISOLATION TYP ! •�'• 4 x 4 5UPPORT P05T5 UNDER EACH STRUCTURAL ROOF INTERSECTION n + �; 2x 12 RIDGE BOARD(TYP) HIP RAFTER-LVL BEAMS: ,y •, _ �`• _ �,,. F -. - '%x,w _ DESIGNS - - MASTER BEDROOM: ATTIC,SUPPORT WALLS 2800Fb OR BETTER �� , +-} -• ' � r SCOTT J.GOLDEN 10'_0"HIGH TRAY GEILING jf �I� i y+►� ., ��" �> 1 '''4 ' "s ., v EJ 9 CHESTNUT STREET 2 x 6 JOISTS ib"O.G. 4 x 4 SUPPORT PO5T5 UNDER EACH STRUCTURAL �, � t ♦+" DANVERS,MA 01923 HIP RAFTER-LVL BEAMS: ROOFINTERSECTION �.p -.,p`. l ,� ��p,;,, y ,��:yx � , _ _ (2)175"x 16"x 26'-0"LONG f� s 978 578 1568 2800Fb OR BETTER ROOF HEADER LVL BEAM#12 (5)1.75"x 14"x 16-0"LONG �'1'.1 •- ��f*. ..�+s �� ,,.- o'�A 2800 Fit,OR BETTER �� { ,4A4� 'FS{,. " ' t I t5{ .�,✓! '•.d 5UPPORTEO BY ATTIC, BEARING LL5 VALLEY RAFTER 2 x 12 RIDGE BOARD(TYP) 1.75"x 9.25"x 12'-0"LONG 2800Fb OR BETTER - (!11 " - 2 x b HIP ROOF RETURNS fil E� 111 ROOF FRAMING PLAN 56AtLE: MY l'-0" MAIN ROOF FRAMING OVERVIEY�t 2 x 10 RIDGE BOARD No. Revision/issue Date /APj I I 2 x 10 RAFTERS @ lb" 2 x 4 COLLAR TIES 0 EACH RAFTER Layouts and Views: Ilk,r ,''r•^t` FLUSH LVL BEAM#11 (2)2 x 12 FLUSH LVL BEAM#10: r "� '• (4)1.75'x 11.875"x 20'-0"LONG (4)1.75 x 11.875 LVL ATTIC FLOOR 41 2800Fb OR BETTER u� 2800Fb OR BETTER JOIST HANGERS J015T HANGERS WITH ROOF n,a njqn' F n nun RANTING PLANS not to t#"n1' T ry C,0 F.FROM TO SUPPORT B SEMENTEAM MN OVERVIEW PERSPECTIVES x 2x12JOISTS Qlb"O.G. � t - SEGURED TO BEAM 5 WI ! JOIST HANGERS(TYP) 2 x 4 LOAD BEARING WALL BELOW STAIR BRIDGING MID-SPAN TYP) OPENING =661=6 Project Name and Address: 2 x b RAFTERS@ 16"O.G. RESIDENCE NORTH r d� �wy. d2.12JOI5TS@16"O.C,. ANDOVER,NIA 1 _ —.----+� SEGURED TO BEAMS" Y�..�+ -�.lr CI � JOIST HANGERS(TYP) Jw. ��. .,g •yT`,t,�+ ."�14y� BRIDGING MID-SPAN TYP Project# HANNSEN 2 016 Date: MAY 6,2016 "i - '•< r, ''" t "4 2 x 10 RAFTERS 16"O.G.(TYP) 2 x 10 RIDGE BOARD ATTIC FLOOR AND GARAGE ROOF F RAM I N C, O 7`/E_RV I_E_(W 2 x b FULL GABLE ROOF RETURN RAFTERS 16"O.G.(NP) l A8 ATTIC FLOOR AND GARAGE ROOF FRAMING PLAN 50ALE: 118"= 1'-0" / GOLDEN r'i i a ;J•('•{ S�'+4� 1 i � I rze4 sli. "tF •W, I" I ,t '9 .-1,,1 Err)!.'//:� � ,�"I`7►.� �r�'n {1's. F'.• '..+L�i:�K10 /1 DESIGNS J� '' "` r ItI �II{ I ,� •� ,Y I I ! SCOTT J.GOLDEN 9 CHESTNUT STREET DANVERS,MA1 23 8-5578-1568 RIDGE VENT(TYP) 2 x 12 RIDGE BOARD(TYP) 2 x b CEILING JOISTSA5PHALT SHINGLES SECURED TO EACH RAFTER 15#FELT PAPER GENERAL CONTRACTOR NOTES ROOF HEADER LVL BEAM#12 518"EXT.PLY OVER DESIGN LOADS: (3)1.75"x 14"x 16'-0"LONG 2 x 10 RAFTERS 16"O.G. FLOOR @ LIVING SPACE 40 PSF LNF/15 PSF DEAD 2BOO Fb OR BETTER FLOOR®SLEEPING SPACE 30 PSF UNE/15 PSF DEAD SUPPORTED BETTCONT. GROUND SNOW 55PSFLNE/15PSFDEAD .1"AIR CHUTE FROM BEARING WALL5 SOFFIT TO RIDGE L@ EACH BAY ALLOWABLE DEFLECTION: FLOOR 13W ROOF 1/240 -- - - -- ---- - SOIL BEARING CAPACITY: 2000 PSF - -... R4 9 ROOF -- - GRACE ICE AND WATER SHIELD NOTE:DESIGN LOADS AND SITE CONDITIONS SHOULD v v V MI N.FROM ALL ROOF EDGES BE VERIFIED WITH LOCAL BUILDING CODES AND OFFICIALS. ,- ,`• INSUL.(TYP) r 12 HIPS AND VALLEYS(TY SPECIAL CONDITIONS SUCH AS SEISMIC,SNOW,WIND OR HYDROSTATIC LOADING MAY REQUIRE ENGINEERING P VIEW. R49 BATT ATTIC �/' _ WIND WASH BARRIER PROFESSIONAL RE coxcRETE Revision/Issue Date ., • l m INSUL.(TYP) (TYP) SLAB ON GRADE-3500 PSI(28 DAY STRENGTH) No. r' R30 BATT — — --"-- -- - SIMPSON'H25'HURRICANE ON 4'MIN.BAND OR GRAVEL FILL W/6x8#10 WWM 1 INSUL.(T1YP) - ___- -� ,--__,.. TIES-TYP.EACH RAFTER FOUNDATION WALLS AND FOOTINGS-3500 PSI(28 DAY) r "'--' FOl1NDATON3 --•'-- ' CONT.SOFFIT VENT(TYP) 1.FOOTINGS SHALL BE PLACED ON UNDISTURBED OR Layouts and Views: ~ --((��.�, {� nn )!!l '(f n{� x{} 1 (y f ( ENGINEERED FILL TOA DEPTH flEQUIRED BY LOCAL � 2 X b RAFTERS Q ib"O.G.(TYP) 'y"'' �if�ll�ll 11'�l+t(�(4�I�{FI!��IIIIC�IIII(Ilk�.t(�I}I�I I�'tt III.I I�I IIIII Ill ill I�II I BUILDING CODES AND FROST CONOITIONB. eet tt M_ {� 2.UNREINFORCED WALLS SHALL SUPPORTA MAXIMUM' w 2 x 4 CEILING JOISTS Q EACH RAFTER TYPICAL WALL:R-22.6 Z USE GALV.JOIST HANGERS LEDGER 2 x 10 JOISTS 16 O G ' -- (2)2 x b PLATE TYP a OF r-UNBAIANCED FILL MAIN HOUSE _ (L� -�.,? __ (TYP) �- _ 2 X 6 STUDS 2 16"O.G. 3.DAMPROOFING BASEMENTS TWO COATS OF '. +� ATTACHED TO BEAMS —� =— �II i_,�,,,.f}L _ 1/2"GWB,R19 BATT INSUL. ASPHALTIC connNG COMPOUND. p ' V`U JOIST HANGERS(TYP) ; !^'W" - --' "ZIP SYSTEM"(R3 6)IN5UL. WATERPROOFING(HABrrABLE sPAces BELOW cflAOE CRO ION J I I-' 4 TWO PLY HOT MOPPED FELT MEMBRANE WATERPROOFING. AND SHEATHING(TAPED)AND SIDING SS SECT j COMPOSITE DEGKING OVER -. _. i I ! -f.. 1 4 c. ( FOUDATION DRAIN-INSTALL A T PERFORATED DRAIN TILE m P.T.2 x 10 JOISTS Q 16"O.G. _: __ -'' 1- I N BATH 1 -_-�( 5 AT PERIMETER OF BASEMENT.TOPS OF JOINTS TO BE _ _ �'-" -"' '--. '..............:-,A COVEREDW/15#FELTANDA MINIMUM OF IB'COURSE FRANII1VG PVC,BALING SYSTEM �' -- ! I I" GLOSET � � � _ STONE OR GRAVEL.SLOPE TILE 311fi'PER FOOT TO POINT f ARCHITECTURAL STYLE COLUMNS 'I� III �1- OF DISCHARGE. PERSPECTIVES TO BE DETERMINED BY OWNER w 3l4"T 8 G PLYWOOD 2 x b SHOE(TYP) J- - _ B.TERMITE PROTECTION-AS REQUIRED BY LOCAL CODES. R) ' ... ..u. - ..-. / ...._.....t' _ $; ..; T.ANCHOR BOLTS.VYx 1T(A30T)@4'-O.O.C.AND r u.-.`L----.. 1i , - WITHIN IY OF EACH END. G C`n G cmUDnm4v c.cPL _ --.- - SCREEN PORCH 1.ALLSTRUCTRAL STEEL SHALL MEETASTM A-38 2 USE 3/BL LAG BOLEDGER TS TO _ 2x 12 JOISTS 16"O 1 'I I — Ir 2.UNLESS OTHERWISE NOTED,PROVIDE Aa WOOD .G. I L l,. I't ') SILL OF APPROPRIATE WIDTH BOLTED TO TOP FLANGE - I� f', OF ALL STEEL BEAMS W/3/8'DIA.BOLTS STAGGERED Project Name and Address: SEGURETOHOUSE _� ��....jj1 �, �J�II ( Ifl 1 AT2'-0'O.C.RIDGIDLYFASTENALLCONNECTING / ( fl It (FLA I� �_E .. - i"� I RAFTERS AND JOISTS. 2 x 8 P.T.JOISTS @ lb"O.G.(TYP) FOYER a ! f I -BREAKFAST I DECK III I. ,I, I r GOMP051TE DEGKING OVER DARPENTRY HgNNSEN I I �,., ..,M, . .T.2x10JOISTS 16"O.G.USE GALV.JOIST HANGERS @ LEDGER Ji (�! 1 I I 9 I I, I a FRAMING LUMBER h T r k. „I (+ PVGRALINGSYSTEM 1.STUDS p30RSTUD GRADE RESIDENCE i (' —` \ FINAL 512E AND LOCATION 2.JOIST SAND SEAMS AND GIRDER -S-E 2I I 3 3.SOLID SAWNBEAMSANDGIRDERS-SPF p2(Fb 8]5-E1.3) 2 "PT b�TEII iI TO BE DETERMINED BY OWNER NORTH I I t :_ I - � 4.BEAM9•L.V.L'S(FD 2800 OR BETTER) �T', f L, ) .�-�• 3/4"T 8 G PLYWOOD ffW 5.UNLESS OTHERWISE NOTED: ANDOVER,P. TO FDN. A DOUBLE HEADER JOISTS AND TRIMMER C ALL OPNGS. R,MA HOL -J nnn� nr {n� ((��N',�A n n 11(1n t f1nt1(�n(� n((1 f1�1(y(�{� �fI B.DWBLE JOISTS UNDER ALL PARALLEL PARTITIONS. SILL SEALER(TYP) 1111111)11(1 I l 1, 11 !II)lu IIS I F� l ) �IIR �ili II IIf;II�11 V11111Ii1{I i`111111N II,1114 iI1�+F`Ile C.STEEL BRIDGINGQPCH JOIBT BAY 2 x 10 P.T.LEDGER BOARD R30 BATT t( { -- U5E 3/8"LAG BOLTS TO 2 x 10 P.T.JOISTS FLOOR CONSTRUCTION ..I- INSUL TYP L..E__L • +� (3)2 x 8 P.T.BEAM SECURED L I.:, I ( ) —�»~-- SEG R 1 O G TYP 1 GENERAL FLOORS 3/4"T d G PLYWOOD SU&FLOOR TO CONC.PIERS ;! I if 1 I U TO U9EGALV.J015T 2.BATHANDTOILETARFAS-USE WATERRESISTANiPLY. PfOfeCt# • I I HEATHING 2 x 10 JOI5T5 @ 16"O.G. I �(I lI E )1 OUSE F_X.WALLLSERIOR 510 PLYWODD(CDX EXTERIOR GRADE) HANNSEN 2016 BASEMENT ATTACHED TO BEAMS �1W II iI 2.ROOF (COX EXTERIOR GRADE) Date: MAY 6,2016 (BF24)-"BIGFOOT"PIERS 'ILII ? HANGERS LEDGER 48"BELOW GRADE TYP) °- I L W/JOIST HANGERS(TYP) .,� 11.1 I.. ( - INTERIOR FINISH _ ()2 x 10 P.T.BEAM OVER 1.GENERAL WALLS-1/2'GWB W/REINFORCED CORNERS Scale: AS SHOWN 10"FOUNDATION(TYP) C - - I 4 x 4 P.T.POSTS SEGU RED I 1 1 TAPED AND SANDED. 2-#4 RODST88 i i�f V II I 3 2.BATHROOMS AND WET AREAS USE WATER RESIST. 1 i I' V x ry J TO GONG.PIERS W/"SIMPSON" P844 AND AG4(TYP) MISCELLANEOUS FILTERING MATERIAL FABRIC ' :Irl OPTIONAL BASEMENT INSULATION: INsuLATION Y WRAPPED AROUND DRAIN GRAVEL x.'=.+..�+:, .r"s +:r .�8L 2'RIGID EP5(R-10)WITH PROTECTIVE BF24 -"81GFOOT'PIERS 1.2x4 EXTERIOR WALLS R13 BATT+R10 RIGID tl� COVER IN EXPOSED AREAS. z.2xBExTERIORwALLs R19BATT 48"BELOW GRADE(7YP) 3.FLOORS OVER UNHEATED SPACE R19 BATF COARSE GRAVEL SURROUND FILL 4.CEILINGIROOF R38 BATT 4"FLEXIBLE HDPE 4"GONG.SLAB OVER 4"STL.LALLY COLUMNS GONG.FILLED)TYP. 5.CATHEDRAL CEILING R30 BATT DRAINAGE SYSTEM COMPACTED GRAVEL OVER 24"W x 30'LONG x 12"DP GONG.STRIP FTG. VAPOR BARRIER 6 X 6#10 W.W.M. GIRDER BEAM#1 ABOVE-FLUSH M TOP OF JTS. INSTALL A2 MIL.POLY VAPOR BARRIER ON WARM SIDE OF 24"x 12"DEEP GONG. 6 MIL POLY LINER_ (311 75"x 14"OF.LVL 28OOFb OR BETTER ALL INSULATION FOOTING-2 x 4 KEYWAY cuss 4-#4 RODS BOTTOM 1.DOUBLE GIAZED ARGON GAS FILLED W/LOW E .35 U-FACTOR MIN. A9 2.TEMPERED GLASS REO•D.LESS THAN 18'ABOVE FLOOR GR055 5EGTION THRU MAIN HOU55 SCALE: 1/4"= 11-011 DOOR GH U E ` g'`•n k L�w� NUMB R TY FLOOR SIZEWIDTH 1HFIGHT D SG IPTI N HEADER THIGKN 55 COMMENTS 001 1 0 2668 R IN 30" 80" 32"X821/2' HINGED-DOOR PO4 2XbX35' 2 1 318" 002 2 1. 2666 L IN 30" 80" 32"X821/2" HINGED-DOOR PO4 2X6X35' 2 1 3/8" GOLDEN 003 2 1 26 5R IN 30" 80 32'X82 1/2" HINGED-DOOR PO4 2 X35' `�` � ��,,, �'• r��.�� 004 1 1 5482 L EX 64" 9B 64"X98" EXT.HINGED-DOOR L06 2X8X6 ' 2 1 3/8" � ` +` 005 5 2 26 8 L IN 30" BO' 32"X82 1/2"HINGED- OOR PO4 - 2X X35' 2 1 31b" _ 007 6 2 2668R 30" 80" 32"X821/2"POCKET-DOOR PO4 2XbX35" 2 13/8' 1.4V D08 7 2 2668 R IN 30" 80" 32"X82 1l2"HINGED-DOOR PO4 2XbX35" 2 1 3/8" r, ? MF�r _ - — D09 __2_1 4068 URIN 48" 80" 50"X821/2"DOUBLE HINGED-DOOR D70 1 1. 2868E 32" 80" 34"X821/2"POCKET-DOOR PO4 2XbX3l" 2 - D11 2 0 3068 L IN 36" W3Y X821/2"HINGED-DOOR PO4 2X6X41' 2 1 3/81, })/ r- -_ � 012 2 1 3068E � 36" X821/2" POCKET-DOOR PO4 2XbX41" 2 13/8"013 2 t 30bb L EX 36" X83" EXT.HINGED-GLA55 2X6 1" 2 1 3/4"014 3 1 3068LIN 36" X821/2"HINGED-DOORP04 - 2X6X41" 2 73/8"015 1 1 - 3068R 36" "X821/2"POCKET-DOOR PO4 2X6X41" 2 13/8"D1fi 1 t 3068REX 36 "X83" EXT HINGED-DOOR E14 2XbX41' 2 13/017 1 7 3068 R EX 36" "X83" EXT.HINGED-DOOR E24 2XbX41" 2 1 3/4"D18 1 7 3068 REX 36" "X83" EXT.HINGED-DOOR PO4 2XbX41".2 1 3/B" DESIGNS D22 1 2 3068 R IN 36" "X82112"HINGED-DOOR PO4 2XbX41 2 1""..D22 1 0 5068RIN 60" "X621/2"SLIDER-DOOR F04 2X8X65" 2 13/8" 024 1 2 5068 L IN 60' 80" 62"X821/2"SLIDER-DOOR F04 2X8Xb5" 2 1 3/8" 025 1 2 5068 R IN 60" 80" 62"X82 1/2" SLIDER DOOR PO4 2X8X65' 2 13/3" SCOTT J.GOLDEN 026 2 1 6068 L EX 72" BO' 74"X83" EXT.5LIDER-GLA55 2X10X77' 2 1 3/4" 9 CHESTNUT STREET 027 2 1 6068 R EX 72" 80" 74"X83" EXT.SLIDER-GLA55 2X10X 7" 2 1 3/4" 028 1 2 6068 R IN 72' 80" "X82 1/2"SLIDER-DOOR PO4 2X10X T' 2 13/6" DANVERS,MA 01923 030 1 0 9068 R EX 108"- 80" 110"X83" EXT,TRIPLE SLIDER-GLA55 2X12X113" 2 1 3/4" 1 978-578-1568 D31 3 1 9080 108" 96" 110"X99' GARAGE-GARAGE DOOR GHD05 2X12X116" 2 1 3/4" 20'-0" 10'-0" 10'-0" WINDOW SCHEDULE NUMBER TY FLOOR SIZE WIDTH HEIGHT R/O _ DE5GRIPTION HEADER COMMENTS W01 2 1 20 24" 54" 25"X55" SNGL CASEMENT-HR 2XbX28" 2 _ o W02 1 1 2040 24" 48" 25"X49" DOUBLE HUNG 2X6X28" 2 W04 1 2 5060 -b0" 72" 61"X73" FIXED GLA55-GT 2X8X64" 2 b W05 1 2 2640 30" 48" 31"X49" DOUBLE HUNG 2X6X34" 2 WO6 11 1 3010 3b" 12 37"X13" FIXED GLA55 2X6X45, 2 W07 11 0 3020 36" 24" 37"X25" AWNING 2XbX40" 2 W05 1 2 3036. 36" 42" 37"X45" DOUBLE HUNG 2X6X40" 2 W09 1 3 3040 3b" 48" 37"X49" DOUBLE HUNG 2XbX40' 2 W10 2 1 3050 36" 60" 37X61" DOUBLE HUNG 2X6X40" 2 W11 20 2 3050 36" 60" 31"X61" DOUBLE HUNG 2XbX40" 2 Wt - 13 1 306036" 72" 37"X73" DOUBLE HUNG 2 X 0" 2 W13 2 2 2030 24" 36" 25"X37" DOUBLE HUNG 2X6X28" 2 W 1 14046. b 54" 49"X55" FIXED GLASS 2XBX52" 2 W 5 2 2 1 37 18" 45" 19"X 4" FIXED GLASS 2X6X22" 2 (3)2 x 4 SUPPORT P05T5 _ W1 1 6030 7 36" 73"X37" RIGHT SLIDING 2X10X76" 2 GH 4 W78 1 1 1 6060 2" 72" 73"X73" FIXED GLASS 2X10X76" "v p IV (3)2 x 4 SUPPORT POSTS "' No. Revisionllssua Date - MASTER (3)2 x 4 SUPPORT POSTS BEDROOM OPEN RIDGE VENT(TYP) Layouts and Views: CEILING, TO 2 x 12 RIDGE BOARD,(7YP) BELOW ASPHALT SHINGLES 15#FELT PAPER WINDOW AND DOOR 518"EXT.PLY OVER _1=D LING JOI5T5 SCHEDULES b b 2 x 10 RAFTERS 16"O.G. - STO EACH RAFTER GARAGE SECTION R49 ROOF ATTIC FLOOR PLAN r• o IN5UL(TYP) 12 • RI,�`4.L��._,t��: AND 16-0.. 44'-O" - -- Oi 10 r,2t/o PERSPECTIVES R38 ROOF __ J INSUL.(TYP) ATTIC FLOOR PLANFROM W SE 9 SOFFIT 1"AIR CHUTE EACH WOOD"I"JOISTS ABOVE GARAGE: � CLOSET l�� SOFFIT TO RIDGE Q EACH BAY 6015E-GA5CADE"ALL-JOIST' --:411, 11.875"DEEP)16"O.G. '* � Project Name and Address: SCALE: 1/8"= 1 r-O SIJ GRACE ICE AND WATER SHIELD I [ ` 3/4"T 8 G PLYWOOD 3'MIN.FROM ALL ROOF EDGES 1"x 11.815"RIM _ .. VEYSPJOISTS . HANNSEN TYPICAL PERIMETER �� (i��(�I (T"�I��i��) �jl��5(Q��j?�{��j�(�� {��{��{�( �� 1 -d'. •^- 1 I �`�5.,.•�;,.. WIND WASH BARRIER RESIDENCE (2)2 x 6 PLATE(TYP) iR36 BATT (TYP) NORTH i( INSUL.(TYP) 5IMP50H"H2.5'HURRICANE ANDOVER,MA �y ��S .J .,mnmmmmminSUunnnmunnm»nnnalmm»nH»nl (1)HOUR RATING REQUIRED ON COMMON WALLS TIES-TYP.EACH RAFTER - AND CEILING-USE 5/8"TYPE"X"GWB CONT.SOFFIT VENT(TYP) Vp Y 7 y'n` ,, t sv�� S,`=� "S° �5:"�' �"`,,g34;�n ANCHOR BOLTEv 3-GAR GARAGE HANNSEN 2016 TO FON. 4'O.G. (3)2 x 2(TMP,ERS: Project# J 7 { ;a .y;�t r •.ij :+Y. ,a SILL SEALER(TYP) Date: MAY 6,2016 °r 4 ,. f/ m..: t' •"�- �,•� d Scale: AS SHOWN r "Cf y F 2 ,. ,.�."..,.I �-� -i• � i F _ � ill. .�.ya. ,.... x, ` ..-I .L; ,L.11�-�� _ •` " )` ' _ ''° '' FILTERING MATERIAL FABRIC I�� 4 GONG SLAB OVER WRAPPED AROUND DRAIN GRAVELµ It F OMPAGTEO GRAVEL 10"FOUNDATION(TYP) 6x6#10 W.W.M. C E :+ �' r'"" +i ^, •" - e,,. {� r 6 MIL POLY LINER ,�{ YYf .0 81111"" " • Y- u V _" a COARSE GRAVEL SURROUND FILL 24"x 12"DEEP GONG. i fes`- y,,h„ + +•- .rl +3� Aly t: r'•.� +,o,,. Y h 4"FLEXIBLE HDPE FOOD RODS 4 BO OM �,5,� ...F.l.�s DRAINAGE SYSTEM ^.,`.""e 71 1 = - A10 [GR055 SECTION THRU GARG� 5GALE: 1/4" = 1'-0"