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HomeMy WebLinkAboutBuilding Permit #321 - 150 BRENTWOOD CIRCLE 10/13/2011 NORT,y U LDING PERMIT o�t7tED ,6�Na TOWN OF NORTH ANDOVER o -. APPLICATION FOR PLAN EXAMINATION _ � ro ,� Date Received Permit NO. SSACH�15� Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION .J `� t" PROPERTY OWNER Pant MAR.210 PARCELZONING DISTRICT. Historic District yes.. Oil . Machine Shop.Village yes o, TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building One family Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other, d Septic D UVell D Floodplain ❑Vlletlarids Watershed District. 14(M er/sewer. - DESCRIPTION OF WORK TO BE PERFORMED: c Iden 'fication Please Type or Print Clearly) ��~1 Y r OWNER: Name: a���- � � Phone: Address: �� 7 �� ��p�e rti Q. CONTRACTOR Name: Phone: Supervisor`s.Construciion License: Exp:`Date:. Home,.lmprovernent LicenseExp. Date:` �ARCHIJ EjTAGINEER tl. N,Phone: Address: `" +� � � '' Reg. No. FEE SCHEDULE:BULDING PERMIT:$9200 PER$9000.00 OF TWE TOTAL ESTIMATED COSTBASED ON $925.00 PER S.F. r� Total Project Cost: $-20'2—.').'5 1 FEE: Check No.: Receipt No.: "4 1 NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/OwnC_,— Signature of contractor Location No. _ Date NORTIy , TOWN OF NORTH ANDOVER 3 F w P Certificate of Occupancy $ I cNusE< Building/Frame Permit Fee $ � Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 24704 Building Inspector =I Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM t� DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ f COMMENTS c• CONSERVATION Reviewed on } 1 I Signature Al COMMENTS Reviewed on Signature COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decisionlreceipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connectionlsiclnature&Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street [FIRE DEPARTMENT - Temp Dumpster on site yes no' ated at 124 Main Street re Department signat�ire/dateMMENTS. -- _. ()jmension Number of Stories:-Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter Inca ion, mast or service drop requires approval of Electrical Inspector No GANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100$1000 fine NOTES and DATA— For department use i yr 06? /'aNc P6r�� ® Notified for pickup - Date Doc.Building Permit Revised 2010/0ct0ber 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 ❑ 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 NOTE: 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/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products '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 what 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 2009 Enter construction cost for fee cal- North Andover Fee Cakulatlon Construction Cost $ 202,375.00 m $ - $ 2,428.50 Plumbing Fee $ 303.56 Gas Fee 100 comm. $ 0. Electrical Fee $ 303.56 Total fees collected $ 3;135.63 150 brentwood i Enter construction cost for fee cal- North Andover Fee Calculation Construction Cost $ 202,375.00 m $ - $ 2,428.50 Plumbing Fee $ 303.56 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 303.56 Total fees collected $ 3,135.63 150 brentwood AORTH Town of _ over No. K, _ o dover, Mass.,J� ' �'� • �l �y COCMICMEWIGK � Imps RATED 7 U BOARD OF HEALTH Food/Kitchen PERMIT T Septic System BUILDING INSPECTOR THIS CERTIFIES THAT............Dwo...W.J. -Mo............Cu.if....... �..... ................... Foundation ........ Foundation has permission to erect........................................ buildings on.-Mob :. M O.Q. �....... Rough to be occupied as.....'.�...'.q......5 ... ......:. ... T'.... �t.�4r,......:... .... . .. ......... .� himn y C e provided that the person accepting thi permit shall in eve respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES Il�1 6 MONTHS ELECTRICAL INSPECTOR a IT�V 1 V LESS ©NS 1 L�V C�O Rough . .. ................................................................................ Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry wall To Be Done FIRE.DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. F "ORI" TOWN OF NORTH ANDOVER 20e,�T4eo ti6�N0 . OFFICE OF BUILDING DEPARTMENT 1600 Osgood Street Building 20,Suite 2=36 ^8"{�5 SE North Andover,Massachusetts 01845 SACNU Gerald A.Brown Telephone(97g)688_95e15 Inspector of Buildings • .Fax (978)688-9542 HOMEOWNER LICENSE EXEMPTION BUIDING PERAHT APPLICATION Please print DATE: © Z Q JOB LOCATION: NO Number Street Address Map/Lot HOMEOWNER \)-eu Name Home Phone Work Phone PRESENT MAILING ADDRESS Cit.;Town SrMro. Zip Code The current exemption for"•homeowners"was extended to include owner-occupied dwellings to two units or less and to allow such homeoumers to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor). State Building (Code Section 108.3.5.1) DEFINITION OF HOMEOWNER Person(s)who awns 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 structures. A person who constructs more that one home in a two-year period shall not be considered a homeowner. The undersigned"homeowner,,assumes responsibility for compliances with the 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 —? y.--�-- APPROVAL OF BUILDING OFFICIAL Revised 7.2009 Form Homeowners Exemption BOARD OF APPEALS 688-9541 CONSERVATION 688-9530 HEALTH 688-954D PLANNING 685-9535 i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 kf—iii www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Cj 9 Cc7\1 Address:_, � \Q)00d V6)C_ City/State/Zip n� lar Phone Are you an employer?Check the appropriate box: Type of project(required): 1. ❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2. ❑ I am a sole proprietor or partner- listed on the attached sheet.t 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers'comp.insurance. 9. ❑Building addition [No workers'comp.insurance 5• ❑ We are a corporation and its equired] officers have exercised their 10.❑Electrical repairs or additions 3 I am a homeowner doing all work right of exemption per MGL 11.El Plumbing repairs or additions myself.[No workers' comp. c. 152,§1(4),and we have no 12.[1 Roof repairs insurance required.]t employees. [No workers' comp.insurance required.] 13.0 Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. f Homeowners who submit this affidavit indicating they are doing all work and then hire,outside contractors must submit anew affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy 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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby c der the pains and penalties o .perjury that the information provided above is true and correct. 7 1 ) Signature: /' �j Date: Phone#: (O C7 3 g q( '� Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/Liccnse# 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 REScheck Software Version 4.4.2 Compliance Certificate Project Title: 150 Brentwood Circle Energy Code: 2009 IECC Location: North Andover,Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6322 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor. 150 Brentwood Circle Daniel Carroll Daniel Carroll North Andover,MA 01845 homeowner 150 Brentwood Circle 150 Brentwood Circle North Andover,MA 01845 North Andover,MA 01845 617.838.9136 617.838.9136 carroll.daniel@comcast.net carroll.daniei@comcast.net Compliance:14.0%Better Than Code Maximum UA:215 Your UA:185 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. .,, t _ •i 'r a ^ t:l� a v+ .�..�m �'- -T w, ,r�aU'l�RW1�1r '`l_M!'GIAL/r Porch Entry Front:Structural Insulated Panels 104 30.0 3 Door 1:Solid 21 0.320 7 Great RM Front:Structural Insulated Panels 345 30.0 10 Window 2:Vinyl Frame:Double Pane with Low-E 11 0.310 3 Window 3:Vinyl Frame:Double Pane with Low-E 11 0.310 3 Window 4:Vinyl Frame:Double Pane with Low-E 17 0.310 5 Window 5:Vinyl Frame:Double Pane with Low-E 17 0.310 5 Window 6:Vinyl Frame:Double Pane with Low-E 7 0.310 2 Window 7:Vinyl Frame:Double Pane with Low-E 4 0.290 1 Window 8:Vinyl Frame:Double Pane with Low-E 4 0.290 1 Great Rm Side:Structural Insulated Panels 240 30.0 8 Window 9:Vinyl Frame:Double Pane with Low-E 9 0.310 3 Window 10:Vinyl Frame:Double Pane with Low-E 9 0.310 3 Window 11:Vinyl Frame:Double Pane with Low-E 9 0.310 3 Great Rm Rear:Structural Insulated Panels 112 30.0 4 Window 12:Vinyl Frame:Double Pane with Low-E 11 0.310 3 Living Garage Side:Structural Insulated Panels 91 30.0 3 Window 13:Vinyl Frame:Double Pane with Low-E 9 0.310 3 Living Rear:Structural Insulated Panels 316 30.0 8 Window 14:Vinyl Frame:Double Pane with Low-E 4 0.310 1 Door 2:Glass 42 0.320 13 Door 2 copy 1:Glass 42 0.320 13 Living Short Side:Structural Insulated Panels 64 30.0 2 Window 15:Vinyl Frame:Double Pane with Low-E 4 0.310 1 Second FI Front:Wood Frame,16"o.c. 78 20.0 0.0 4 Window 16:Vinyl Frame:Double Pane with Low-E 9 0.310 3 Window 17:Vinyl Frame:Double Pane with Low-E 9 0.310 3 Second A Rear:Wood Frame,16"o.c. 180 20.0 0.0 8 Window 18:Vinyl Frame:Double Pane with Low-E 14 0.310 4 Project Title: 150 Brentwood Circle Report date: 10/13/11 Data filename:C:\Users\DANCARR\Documents\REScheck\150 Brentwood.rck Page 1 of 7 i i i t Window 19:Vinyl Frame:Double Pane with Low-E 8 0.290 2 Window 19 copy 2:Vinyl Frame:Double Pane with Low-E 8 0.290 2 Window 18 copy 1:Vinyl Frame:Double Pane with Low-E 14 0.310 4 Second FI Side:Wood Frame,16"o.c. 104 20.0 0.0 6 Window 1:Vinyl Frame:Double Pane with Low-E 4 0.290 1 Ceiling 1:Structural Insulated Panels(SIPS) 552 38.0 15 Ceiling 2:Steel Joist/Rafter,16"o.c_2x10 620 38.0 0.0 25 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name Title Signature Date Project Title: 150 Brentwood Circle Report date: 10/13/11 Data filename:C:\Users\DANCARR\Documents\REScheck1150 Brentwood.rck Page 2 of 7 REScheck Software Version 4.4.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Structural Insulated Panels(SIPs),R-38.0 assembly R-value Comments: ❑ Ceiling 2:Steel Joist/Rafter,16"o.c.:2x10,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Porch Entry Front:Structural Insulated Panels,R-30.0 assembly R-value Comments: ❑ Great RM Front:Structural Insulated Panels,R-30.0 assembly R-value Comments: ❑ Great Rm Side:Structural Insulated Panels,R-30.0 assembly R-value Comments: ❑ Great Rm Rear:Structural Insulated Panels,R-30.0 assembly R-value Comments: ❑ Living Garage Side:Structural Insulated Panels,R-30.0 assembly R-value Comments: ❑ Living Rear:Structural Insulated Panels,R-30.0 assembly R-value Comments: ❑ Living Short Side:Structural Insulated Panels,R-30.0 assembly R-value Comments: ❑ Second A Front:Wood Frame,16"o.c.,R-20.0 cavity insulation Comments: ❑ Second FI Rear:Wood Frame,16"o.c.,R-20.0 cavity insulation Comments: ❑ Second FI Side:Wood Frame,16"o.c.,R-20.0 cavity insulation Comments: Windows: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: Wanes-Frame Type Thermal Break? Yes-No Comments: ❑ Window 4:Vinyl Frame:Double Pane with Low-E,1.1-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled 1.1-factors,describe features: Project Title: 150 Brentwood Circle Report date: 10/13/11 Data filename:C:\Users\DANCARR\Documents\REScheck\150 Brentwood.rck Page 3 of 7 ❑Window 18:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?-Yes No Comments: ❑Window 19:Vinyl Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?-Yes-No Comments: ❑Window 19 copy 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes-Frame Type Thermal Break? Yes No Comments: ❑Window 18 copy 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes-No Comments: ❑Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes-Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.320 Comments: ❑ Door 2:Glass,U-factor:0.320 Comments: ❑ Door 2 copy 1:Glass,U-factor:0.320 Comments: Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Project Title: 150 Brentwood Circle Report date: 10/13/11 Data filename:C:\Users\DANCARR\Documents\REScheck\150 Brentwood.rck Page 5 of 7 Sunrooms: F] Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturers installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. F-i Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. O Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: U Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building Cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). All ducts and air handlers are located within conditioned space. Temperature Controls: Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. Lj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: E) Heated swimming pools have an on/off heater switch. L) Pool heaters operating on natural gas or LPG have an electronic pilot light. ❑ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Project Title: 150 Brentwood Circle Report date: 10/13/11 Data filename:C:\Users\DANCARR\Documents\REScheck\150 Brentwood.rck Page 6 of 7 ❑ A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melfing systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: L] A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: 150 Brentwood Circle Report date: 10/13/11 Data filename:C:\Users\DANCARR\Documents\REScheck\150 Brentwood.rck Page 7 of 7 #Panes Frame Type Thermal Break? Yes—No Comments: ❑Window 6:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?_Yes_No Comments: ❑ Window 7:Vinyl Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes—No Comments: ❑Window 8:Vinyl Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled LI-factors,describe features: Panes—Frame Type Thermal Break? Yes—No Comments: ❑ Window 9:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?_Yes—No Comments: ❑ Window 10:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled LI-factors,describe features: #Panes Frame Type Thermal Break? Yes—No Comments: ❑Window 11:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled LI-factors,describe features: #Panes—Frame Type Thermal Break? Yes—No Comments: ❑ Window 12:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled LI-factors,describe features: #Panes—Frame Type Thermal Break? Yes—No Comments: ❑Window 13:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled LI-factors,describe features: #Panes Frame Type Thermal Break?_Yes No Comments: ❑Window 14:Vinyl Frame:Double Pane with Low-E,U-factor 0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?_Yes—No Comments: ❑Window 15:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled LI-factors,describe features: #Panes Frame Type Thermal Break?_Yes No Comments: ❑ Window 16:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes_No Comments: ❑ Window 17:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break? Yes No Comments: Project Title: 150 Brentwood Circle Report date: 10/13/11 Data filename:C:\UsersIDANCARR\Documents\REScheck\150 Brentwood.rck Page 4 of 7 �J( 2009 IECC [energy [efficiency Certificate Ceiling/Roof 38.00 Wall 30.00 Floor/Foundation 0.00 Ductwork(unconditioned spaces): _,B@ ff.ft - .i . QMbMw Window 0.31 Door 0.32 NA .0 . Heating System: Cooling System: Water Heater: LJ Name: Date: Comments: ti Fire Tower Engineered Timber r i I Date: 5-Mar-12 To: Gerald Brown,Inspector of Buildings, North Andover Building Department 1600 Osgood Street, Suite 2-36 North Andover,MA 01845 Re: Construction Inspection-Addition at 150 Brentwood Circle Dear Mr.Brown: I am the engineer-of-record for the addition Dan Carroll in making to his home at 150 Brentwood Circle. That three story space consists of garages in the concrete foundation and timber framed great room on the ground floor,with some heavy timbers supporting the lumber roof framing above the second floor rooms. I visited the site on 29FEB12,to check on the construction and whether it is being finished as drawn, and to code. I found that the structural work being performed was of high quality and to meet all codes and documented expectations. I welcome any further questions that you may have, concerning this project. Sincerely, f� R.L. ("Ben") grabe ,Ph.D., P.E. A. �. Xc: D. Carroll ! ! 27 Sims Avenue Unit 2R Providence,Rhode Island 02909 LOT 36 LOT 39 - 260.00' 58.0 PROpOS£D App f770•�. 64.42 N LOT 3705 2 G LOT 38 o N° 44,000 SF �0, IV ch 75, 0 0� 0 PLAN REFERENCE: NERD x}4869 I CERTIFY THAT THE PRISTRUCTURE LOCATION PLAN THE HORIZONTAL SETBACKARY R£OUlREMENrS OFSTRUCTUEOWN THE CONF LOCALORMS TO APPLICABLE ZONING BY—LAWS IN EFFECT WHEN CONSTRUCTED. (THIS CERTIFICATION DOES NOT CONSIDER ANY OTHER RESTRICTIONS SUCH AS COVENANTS, WETLANDS, .EASEMENTS, CLIENT. DANIEL CARROLL ORDERS OF CONDITIONS, ETC.) THIS CERTIFICATION IS MADE AND LIMITED TO THE ABOVE CLIENT, THIS DRAWING SHALL NOT BE USED BY THE CLIENT FORANY PURPOSE OTHER THAN THAT OUTLINED ABOVE, EXCEPT WITH THE WRITTEN PERMISSION OF COUNTY LAND SURVEYS INC. COUNTY LAND SURVEYS INC. TAKES NO RESPONSIBILITY FOR THE UNAUTHOUSE LOCATION: 150 BRENTWOOD CIRCLE CONTAINEDZED HEREON,OF THIS ORAWIN6 OR ANY INFORMATION NORTH ANDOVER, MA BASED ON SCALED DATA ONLY THE PRIMARY STRUCTURE SHOWN IS NOT LOCATED IN A FLOOD HAZARD TONE AS SHOWN ON FEMA • SCALE. 1"=50' DATE. 9--26-11 FLOOD INSURANCE RATE MAF. COMMUNITY NO.: 250098-0007=C DATE: 6-2-93 ZONE: (IF APPLICABLE) 1A COUNTY LAND SURVEYS, INC. Iltofessional Land Sur,el ors`PO Box 543,Gloucester,AIA 01.931-054.3'(978)282-0443 5R001<5 POST 4 BEAM — CARROLL ADDITION 2:08 F'ETTINGILL HILL RD. LYNDE50R0UCsN, NH O3Oa2 FRAME DRAWINGS OWNER: 5I;�,'00K5 DANIEL 4 LISA C4RR0LL 150 BRENTWOOD CIRCLE �8�1���1 P � NORTH ANDOVER, MA 01845 SITE: 150 5REN7W00D CIRCLE NORTH ANDOVER, MA 01545 CODE / DESIGN CRITERIA 1. The structure conforms to the Commercial Code Requirements of the 8th edition of the 2009 IBC, including Massachusetts amendments. 2. GRAVITY LOADS 2.1. Uniform Floor Live Loads and Dead Loads First Floor Wood Live 40psf + Dead 10psf Second Floor Wood Live 30psf + Dead 15psf I 2.2. Uniform Roof Live Loads: Roof Snow Load, Pf 30 psf Ground Snow Load, Pg at 187 ft. Elev. 30 psf o Snow Exposure Coefficient, Ce = 1 ' Importance Factor, 1 = 1 Thermal Factor, Ct = 1 Drift Load Snow Load Low Roof 62 psf ' 4 2.3. Concentrated Floor Loads — \ General Concrete Slabs 1000 Ib. 2.4. RoofDead Loads (in addition to structure self—weight): / Roof: 10 psf 3. Wind Loads: Basic Wind Speed (3 second gust) = 100 mph Importance Factor = 1.0 Exposure C Component and Cladding dsgn pressure = 25 psf ` MATERIALS: Timber Frame: (Eastern White Pine unless otherwise noted.) Eastern White Pine: No. 1 Fb=875psi, No. 2 Fb=575psi Hemlock: 6x12, 6x14 Beams Fb = 1200psi Pegs: White Oak 1" Dia. Steel Plates, Rods, & Gussetts: ASTM A36 a Bolts: Interior A325 z" 4" Dia. / Exterior A325 Dia. Galvanized s Decking: Second Floor: 4" T&G OSB on 74" Joists Loft: 2x8 T&G Mix of Ponderosa & Lodgepole Pine Galvanized or Stainless Fasteners Structural Insulated Panels: Roof: 61" XPS wj is OSB Exterior, Z" blueboard interior, R38 A�YN 5F 1144 (plus roofing and 1x8 Pine T&G Interior) Walls: 412' XPS w/ ie"OSB Exterior, 2" blueboard Interior, R30 / / RO{iERT L': cy (plus siding) / � BRUC.V�ILaER Conventional Framing and Stairs: / No. 34187 y o ' SPF#2. or better, Fb=875 PSI � F (see sheets S1—S4 , Framing Plans) Roofing: See Architecturals Siding: See Architecturals OCT Q 4 2��1 's/l,"dews & Doors: See Architecturals CARROLL ADDITION 3D1 5ROOK5 POST BEAM O8/1-1/11 PAF I 017,L/' S G` ROBERT L. G 1 '0 BRUNGRABER CIVIL 3 No. 34187 " OCT `2011 CARROLL ADDITION 3D2 51;R00KS POST 5E,4M 08/11/11 FAF ���P4ZK Of,yQssc 4 ROBERT $ BRUNGRABER Ln CIVIL No. 34187 4 sT E�� FSS�0 AL EN�'\� Q CARROLL ADDITION 3D3 5ROO<5 POST BEAM 08/1-1/11 PAF h afi ROBERT BRUNGRABER CIVIL ' 9- No. 34187 O STER� 4'cQ CSS��NAL OCT 042011 CARROLL ADDITION 3D4 _ B1�00KS POST � BE AM 08/I�/11 PAF 4 s4c, ROBERT L. BRUNGRABER CIVIL U y No. 34187 of g T NAL OCT 042011 CARROLL ADDITION 3D5 5FR00K5 POST BEAT"i 0/11/11 PAF BRV NGRASL ER c CIVIL 1�No- 34187 c . - oR��sQNlL EkS\���Q 011 CARROLL ADDITION 3D6 Bf,00KS POST BEAM 08/l�f/11 PAF 0 0 O 0 _ o 0 d 0 ROBERT' L. V BRUNGRABER - cai CIVIL No. 34187 U �o9��•rSTER�i NAl E�G\� OCT 011 CARROLL ADDITION FRAME SECTION (TYP.) BROOKS POST $ BEAM R 08/11/11 PAF SCALE: 3/8" 1'-0" i 12 Ln 12 i NUT d WASHER TYP. s 4" DIA. ROD RECESSED DETA END, SEE ----------------------- INTO TOP — TIE— DETAILS — ———————————————— ———————————————— — AL cv 1 ------------ ----------------------- �N OF Rrgs'� s ROB[RI L. ��O RURUN�` 4'-9" 8 _�" l -(o '1 -4' IVIL U NoC34187 22'-4" NAL E%' OCT 042011 - - - - - - - - - - - CARROLL ADDITION I I I I I POST PLAN BROOKS POST 4 BEAM 08/I-1/11 PAF I I I I I SCALE: 1/4" 1'-0" I I I I I 0 ! I I I I I I I I 22'I-4" I � I I 6 - - - - - - - - - - - - - I IXte; EJF FOS I (ITI4FOU�N -OU71) i I I I I I I N I I i I I I Ln i I I I I I N 3 I 2 - - - - - - - - I - I - - I - - - I I ROBIER"T' L. 9 T BRUNGRABER I I I I I v CIVIL 34187 F A B C D E 2011 7 6X12 EWP 6X12 EWP CARROLL ADDITION JOIST PLAN I BROOKS POST 4 BEAM m8/11/11 PAF SCALE: 1/4" 1'-0" I w w I w w X X X X I 6 6X12 EWP 6X10 EWF 6X12 EWP 6X10 EWF I l I D W w w N N r x I 1 I X I I I rj 6X12 EWP 6X10 EWF i I I 0-— — — — — — f— — — — — — - w m _0 x I x x s I 2 6X12 EWP 6X10 EWF= I I I I } I X I I I x Y 'ROBERT L y .. CIVIL ERs w I I 1 I -a lb No. 34187 F 1 — — — — — — 16X10 EWF — — — 6X10 EWPD��SS�NAL E E 0CT042011 CARROLL ADDITION UPPER TIE PLAN BROOKS POST 4 BEAM 00/17/I I PAF SCALE: 1/4" 1'-0" 6X12 EWP D Dw X X cfJ 6X12 EWP Q 6X12 —WP 1Z w w _@ _@ X X cA -4a SAN OF W 6X12 EWP ` ROBERT L. �yG� SRUNGRABER\ 1 No. 34187 OCT 0 4 2011 6X12 PLATE (EWP) 6X12 PLATE (EWP) 6X12 PLATE (EWP) X 6X8 PURLIN (EWP) X 6X8 PURLIN (EWP) X 6X8 PURLIN (EWP) N N N N Al dl A A n n n n p 6X8 PURLIN (EWP) -0 6X8 PURLIN (EWP) -0 6X8 PURLIN (EWP) D D D D r r r r E E E E 6X8 PURLIN (EWP) 6X10 EWP 6X8 PURLIN (EW ) X X ,Q 6X12 RIDGE BEAM (EWP) m ro 6X12 RIDGE BEAM (EWP) E E 6X8 PURLIN (EWP) 6X10 EWP 6X8 PURLIN (EWP) X X -6„ X X N N N N Z 6X8 PURLIN (EWP) Z 6X8 PURLIN (EWP) Z 6X8 PURLIN (EWP) Z D D E 6X8 PURLIN (EWP) E 6X8 PURLIN (EWP) E (b XS PURLIN (EWP) E 6X12 PLATE (EWP) 6X12 PLATE (EWP) (-X12 PLATE (EWP) 9'-0" 8'-2" 25'-4" )> y7o m rnO 41 0 � D a � � o o ZC> Co4f4f =+ o co 9� ►►� ,�='IIS w<nr^ell o CARROLL ADDITION FRONT FRAME ELEV. BROOKS P05T B BEAM OS/1-1/II PAF SGALE: 1/4" = 1'-0" J/ �R - t0 rox12 EWP ZZ N �11V roxI0 EWP rox]O EWP roxlm EWP 0 roxl2 EWP � � 0 OF f,q ROBERT L. 'rte 22'-4" o BRUNGRABER CIVIL No. 34187 c FS�fONAL OCT 042011 CARROLL ADDITION RIGHT FRAME ELEV. BROOKS POST B BEAM 08/I-1/II PAF SCALE: 1/4" = I'-0" 8 6x10 EWP 6x12 EWP 6x12 EWP 4'-2" 4'-3" 4'-rc,„ D 3 D D 6x12 EWP 6x12 EWP 6x12 EWP w w w w co 0x 6 x 10 EWP 0x 0x 6x12 EWP L �ZH OF 4145 ` 25'-4" ROBERT Lsq��� 38'-4" BRUNGRABER%'rr', CIVIL No. 34187 Ap,,r F�r�tJNA4.Etc' ! OCT 0 4 2011 CARROLL ADDITION BACK FRAME ELEV BROOKS F 05T 4 BEAT-I 05/I-1/II PAF SCALE: 1/4" 1'-0" 6x12 EW N �S, w H Q U 6x12 EWP c�11�t W 01 Q X vj(19 U 6x12 EWP A 24'--1 cv 6x10 EW ��Q 6xlm EWP 6X10 EWP +� 6x12 EWP 6x12 EWP 6x10 EWP 0 � � ZH OF ONSXl 0 %ROBERT L. cs�\ -_ BRUNGRABER\ r, CIVIL No. 34187 / T-3" �'-�" T-3" 8'-I0" 4'-911 A�oF�0 1S`O k"v NAL 22'-I" 3� -8„ OCT 0 4 2011 CARROLL ADDITION LEFT FRAME ELEV. BROOKS POST 4 BEAM 08/I-1/I1 PAF SCALE: 1/4" = I'-O" 6x10 EWP 6x12 EWP 6x12 EWP 0- 6x12 EWP--�, 6x12 EWFI� 6x12 EWP w 6X10 EWP roxiO EWP 6x10 EWP x x I N OF�L�Q\ _ ROBERG, BRUNGRABER� -?,� 1 v CIVIL No. 3418 25'-4" OCT 0 4 2011