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Home My WebLink AboutBuilding Permit #563-15 - 34 MAYFLOWER DRIVE 12/17/2014 L NORTH BUILDING PERMIT O��tIED TOWN OF NORTH ANDOVER O APPLICATION FOR PLAN EXAMINATION * ,� Y h T fn .; _s• O Permit No#: Date Received74�DRwieD �SSACHUS�� Date Issued: �1 IMPORTANT: Applicant must complete all items on this page LOCATION Print _ PROPERTY OWNER KaV/ihie,J-wC Print 100 Year Structure yes no MAP PARCEL- ZONING DISTRICT: Llk Historic District yes Machine Shop Village yes n TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building ne family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District Vater/Sewer DESCRIPTION OF WORK TO BE P RFORMED: ;L Lq"cy;oe#& J9a Identification- Please Type or Print Clearly OWNER: Name: ICe y kfi 4le T'rG Phone:97B`{v8.�` --r Address: j4 c f4�=c4 Contractor Name: ' �s6-0©tWhone: Add ress: X10 C490l1-ep- _ I Supervisor's Construction License: CS 6>7S37S3 0 Z Exp. Date: IAN Home Improvement License: Exp. Date: ARCHITECT/ENGINEER • Q;-DerU Phone: J Address: (900er-` ce—n - V44 Reg. No. i FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATES COST BASED ON$125.00 PER S.F. ,..� IftD Total Project Cost: $ 3332--6"0 FEE: $ �4�7• -t- l CA bu Check No.: X0.3/ Receipt No.: qf36� NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Ow i/pat of co-n-tract J Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Swimming Pools El Art ❑ 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 I PLANNING & DEVELOPMENT Reviewed On Signature_ 1 1� COMMENTS CONSERVATION Reviewed on r Signature COMMENTS Lz) HEALTH. Reviewed on • Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments ,Conservation Decision: Comments Water & Sewer Connection/signature& Date Drivewa Permit ' �a� DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS Y I Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) ❑ Notified for pickup Call Email Date Time Contact Name Doc.Building Permit Revised 2014 C � 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/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 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) o Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products ' NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the 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 l Locat'io^n 2 + J No. Y) > Date • - TOWN OF NORTH ANDOVER , •I • s '9D , Certificate of Occupancy Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ �� r Check#9 J� L l+ v t7 .✓ Building Inspector oQ NORTH 1ti O /r•O4n. rr"49 SSAC Rl15Et CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 563-15 on 12/17/2014 Date: June 1, 2015 THIS CERTIFIES THAT THE BUILDING LOCATED ON 34 Mayflower Drive Lot 4 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: Key Lime, Inc. 10 Hepatica Drive North Andover, MA 01845 Building Inspector Fee: Prepaid$100.00 Receipt: 28369 Check : 7031 NORTH own of o . .- 10% + No. � � ZT ��_�- h ver, Mass a ALLK. n- coc"Ic"ev.1cl D� 1. jkv, S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT ........... .. .. ........ ..�..... . .................. .................... BUILDING INSPECTOR has permission to erect ................... buildin son . ..... :'!!.... .�1R!��.. ... ,.... Foundation' ; ... to be occupied as ..... Ainv ..................................................... Chimneyprovided that the person acce g this permit shallery 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. LUMBBING/INSPE OR Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. �. Final 65cob PERMIT EXPIRES IN 6 MNSTS S ELECTRICAL INSPECTO 1 UNLESS CONSTRU N........... . 00 ............................................. BUILDING INSPECTOR r GAS 114SPECTOR Occupancy Permit Required to Occupy Buildin Rougxjr � 1� V 9 17V � Display in a Conspicuous Place on the Premises - Do Not Remove Final p Y p No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner J Street No.� 4 Smoke Det. i NORTNI 9 Town of � ndover � `k` :- 0 No. � � sT � - - � � ver, Q � o h oMass n- WICK ' �d�A�RATED PQM` Cl BOARD OF HEALTH PERMIT T LD Food/Kitchen Septic System i THIS CERTIFIES THAT , ------------- has BUILDING INSPECTOR ......... .. ....�......................�. ... ... ......... ........ . . ..• i-....- Foundation j{ has permission to erect ....... . buildin s on r to be occupied as ......... . .. ..•• • • Ainvery • y .... ..................................................... Chimney provided that the person acce g this permit shall 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. LUMBING INSPE JOR Rough ` IV VIOLATION of the Zoning or Building Regulations Voids this Permit. Final PERMIT EXPIRES IN 6 NINTHS ELECTRICAL INSPECTO UNLESS CONSTRU TS ........... . ............................................. j r'' BUILDING INSPECTOR GAS INSPECT04 Occupancy Permit Required to Occupy Building Rougxjr Final Display in a Conspicuous Place on the Premises - Do Not Remove p Y p j No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. .: Smoke Det. /�� NORrff I� t IED F •/`F APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION �qs"Argo�Pa��S BUILDING PERMIT SACHUS� ADDRESS/LOCATION OF PROPERTY: �4p Map Parcel of Number. f F SUBDIVISION: � )10'4-1.. DATE REQUESTED FILED/READY FOR INSPECTION: 3 � � CLOSING DATE ON PROPERTY: FIVE (5)DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00)WILL BE CHARGED IF THE STRUCTURE j DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNATURE Permit Issued to:- t� �`„ti eo (�,G Address: 70 ay” l`V/ P d 1 C2 IdO Y ,1 ROUTING TOWN ENGINEER; SITE PLAN—DRIVE-WAY REVIEW ❑ CONSERVATION PLANNING C/jr sow//5 DPW-WATER METER SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW SIGNATURE File:Application for OC form revised Jan 2007/2011 i t Registry ID: 366742705 � Rating Number: ABA5303-12-8 ' Certified Energy Rater: Steve Weglarz Rating Date: 5/27/15 34 Mayflower Drive Rating Ordered For: Key Lime,Inc-Ben Osgood North Andover,MAO 1845 Estimated Annual Energy Cost Confirmed VIA Use MMBtu Cost Percent 5 Stars PIUS Heating 66.6 $2230 56% Confirmed C nor 0 Cooling 2.1 $109 3% Uniform Energy Rating System Energy Efficient Hot Water 12.3 $404 10% 1 Star 1 Star Plus 2 Stars 2 Stars Plus 3 Stars 3 Stars Plus 4 Stars 4 Stars Plus 5 Stars 5 Stars Plus Lights/Appliances 25.6 $1272 32% 500-401 400-301 300-251 250-201 200-151 150-101 100-91 90-86 85-71 70 or Less Photovoltaics -0.0 $-0 -0% HERS Index: 46 Service Charges $0 0% General Information Total 106.7 $4016 100% Conditioned Area: 3385 sq.ft. HouseType: Single-family detached Conditioned Volume: 29390 cubic ft. Foundation: Conditioned basement This home meets or exceeds the minimum Bedrooms: 3 _ criteria for all of the following: Mechanical Systems Features _ 2012 International Energy Conservation Code Heating: Fuel-fired air distribution, Propane,96.1 AFUE. IECC Air Sealing Mandatory Requirement-Infiltration<3AC Cooling: Air conditioner,Electric,13.0 SEER. 2012 IECC Duct Leakage Mandatory Requirement* Water Heating: Instant water heater,Propane,0.99 EF,0.0 Gal. 1012 IECC Whole House Ventilation Mandatory Requirement Duct Leakage to Outside: 26.00 CFM25. 2014 MA Residential New Construction-Tier 1* Ventilation System: Exhaust Only:97 cfm,9.0 watts. MA Base Code HERS Rating Performance requirement* Programmable Thermostat: Heating:Yes Cooling:Yes Building Shell Features Ceiling Flat: R-43.9 Slab: R-0.0 Edge,R-0.0 Under Sealed Attic: NA Exposed Floor: R-38.0 *Compliance with criteria for this program is Vaulted Ceiling: NA Window Type: U-Value:0.300,SHGC:0.290 determined by the rater. Above Grade Walls: R-21.0 Infiltration Rate: Htg:872 Cig:872 CFM50 Foundation Walls: R-20.0 Method: Blower door test Lights and Appliance Features Advanced Building Analysis,LLC Percent Interior Lighting: 100.00 Range/Oven Fuel: Propane 2 Woodlawn St. Percent Garage Lighting: 100.00 Clothes Dryer Fuel: Electric Amesbury,MA 01913 Refrigerator(kWh/yr): 691.00 Clothes Dryer EF: 3.94 603 502-1914 Dishwasher(kWh/yr): 258.00 Ceiling Fan(cfm/Watt): 70.40 www.advancedbuildinganalysis.com The Home Energy Rating Standard Disclosure for this home is available from the rating provider. REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 This information does not constitute any warranty of energy cost or savings. ' ©1985-2015 Noresco,Boulder,Colorado. Certified En rgy ate f RESNET HERS Index Certificate HERS®Index 34 Mayflower Drive North Andover,MA 01845 Q More Energy Rater:Steve Weglarz 150 Registry ID:366742705 Annual Estimates": --- 1 40 Elec(kWh): 8156 Prop(Gallons): 793 J Existing 130 CO2 emissions(Tons):9 Homes120 Energy Savings($)—:6029 `Based on standard operating conditions 10 Based on U.S.DOE designation of a HERS Standard 100 Index of 130 as the'Typical Existing Home' New Home 90 80 70 80 Advanced Building Analysis,LLC This Home 2 Woodlawn St. 50 Amesbury MA 01913 40 46 603 502-1914 30 www.advancedbuildinganalysis.com 1 zo Zero Ener 10 This home has been inspected ® Energy � and performance tested in Home accordance with Chapter 3 of Less Energy the RESNET standards. www.resnet.us i I i I I ACTION REPORT I Date: May 27,2015 Rating No.: ABA5303-12-8 Building Name: 34 Mayflower Drive Rating Org.: Advanced Building Analysis LLC Owner's Name: Key Lime,Inc-Ben Osgood Phone No.: 603 502-1914 Property: 34 Mayflower Drive Rater's Name: Steve Weglarz Address: North Andover,MA01845 Rater's No.: 1225336 Builder's Name: Key Lime,Inc-Ben Osgood Weather Site: North Andover,MA Rating Type: Confirmed File Name: 366742705.big Rating Date: 5/27/15 The following table identifies and ranks energy use and cost by building component. A maximum of six components are shown. Current mechanical equipment is assumed for this analysis. To determine the impact of varying the equipment efficiency,change the equipment specified in the building file and perform the energy calculations again. ANNUAL ENERGY PROFILE Energy End-Use Component Consumption Cost (MMBtu/yr) ($/yr) HEATING Above Grade Walls 24.9 $ 833 Mechanical Ventilation 14.6 $ 490 Windows/Skylights 9.2 $ 308 Ducts 6.9 $ 229 Foundation Walls 5.2 $ 173 Ceilings/Roofs 5.1 $ 171 Other 1.8 $ 60 Total 67.7 $ 2265 COOLING Internal Gains 3.6 $ 184 Windows/Skylights 1.2 $ 60 Ducts 0.3 $ 18 Other -2.9 $ -148 Total 2.2 $ 114 WATER HEATING Water Heater 11.3 $ 372 LIGHTS&APPLIANCES Lights&Appliances 25.6 1274 REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 This information does not constitute any warranty of energy cost or savings. ©1985-2015 Noresco,Boulder,Colorado. AIR LEAKAGE REPORT Date: May 27,2015 Rating No.: ABA5303-12-8 Building Name: 34 Mayflower Drive Rating Org.: Advanced Building Analysis LLC Owner's Name: Key Lime,Inc-Ben Osgood Phone No.: 603 502-1914 Property: 34 Mayflower lower Drive Raters Name: Steve Weglarz P Yf Address: North Andover,MA 01845 Rater's No.: 1225336 Builder's Name: Key Lime,Inc-Ben Osgood Weather Site: North Andover,MA Rating Type: Confirmed File Name: 366742705.blg Rating Date: 5/27/15 Blower door test Whole House Infiltration Heating Cooling NaturalACH: 0.15 0.13 ACH @ 50 Pascals: 1.78 1.78 CFM @ 25 Pascals: 556 556 CFM @ 50 Pascals: 872 872 Eff.Leakage Area: [sq.in] 47.9 47.9 Specific Leakage Area: 0.00010 0.00010 ELA/100 sf shell: [sq.in] 0.71 0.71 Duct Leakage Leakage to Outside Units main CFM @ 25 Pascals: 26 CFM25/CFMfan: 0.0156 CFM25/CFA: 0.0077 CFM per Std 152: N/A CFM per Std 152/CFA: N/A CFM @ 50 Pascals: 41 Eff.LeakageArea: (sq.in] 2.24 Thermal Efficiency: N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage: 0.0316 Ventilation Mechanical: Exhaust Only ASHRAE Sensible Recovery Eff.(%): 0.0 62.2-2010 Total Recovery Eff.(%): 0.0 Rate(cfm): 97 64 Hours/Day: 20.0 24 Fan Watts: 9.0 Cooling Ventilation: Natural Ventilation Regarding ASHRAE 62.2 Ventilation Compliance r The ASHRAE 62.2 flow rates shown above are the CONTINUOUS mechanical fresh air ventilation which will meet the 'whole-building'requirement under that version of the standard. Both values incorporate any appropriate'infiltration credit. Intermittent mechanical ventilation maybe used if the flow rate is adjusted accordingly.For example,the runtime can be reduce( to 12 hours per day using a doubled flow rate,as long as the system provides ventilation at least once every 3 hours. For more detail,refer to the appropriate standard. REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 This information does not constitute anywarranty of energy cost or savings. ©1985-2015 Noresco,Boulder,Colorado. i BUILDING FILE REPORT File Name: 366742705.big Date: May 27, 2015 i Property/Builder: Rating Building Name: 34 Mayflower Drive Org.Name: Advanced Building Analysis LLC Owner's Name: Key Lime,Inc-Ben Osgood Address: 2 Woodlawn Street Property Address: 34 Mayflower Drive City,St,Zip: Amesbury,MA 01913 City,St,Zip: North Andover,MA01845 Phone No: 603 502-1914 Phone No: 508-328-4630 Website: www.advancedbuildinganalysis.com Builder's Name: Key Lime,Inc-Ben Osgood Rater's Name: Steve Weglarz Phone No: 978-683-3163 Rater's Email: steve@advancedbuildinganalysis.com Email Address: bennyo@comcast.net Rater's ID: 1225336 Model: Model M,finished basement Provider ID: Development: Old Salem Village Sample Set ID: Permit Date/Number: 12.17.14/563-15 Rating Date: 5/27/15 Rating Type: Confirmed Reason: New Home Rating No.: ABA5303-12-8 Registry ID: 366742705 General Building Information Area of Cond.Space(sq ft): 3385 Volume of Cond.Space: 29390 Year Built: 2014 Housing Type: Single-family detached Level Type(Apartments Only): None Floors on orAbove-Grade: 2 Number of Bedrooms: 3 Foundation Type: Conditioned basement Enclosed Crawl Space Type: N/A Thermal Boundary Location: N/A Foundation Wall Info: 1 2 3 Name insulated insulated by stairs half height Library Type R201 R101 R201 Length(ft) 33.0 33.0 33.0 Total Height(ft) 8.0 8.0 4.5 Depth Below Grade(ft) 7.0 7.0 3.5 HeightAbove Grade(ft) 1.0 1.0 1.0 Location Cond->ambient/grnd Cond->ambienUgrnd Cond->ambient/gmd Uo Value(wall,airfilm,&soil) 0.043 0.058 0.049 Uo Value(wall assembly only) 0.059 0.092 0.059 i REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 ©1985-2015 Noresco,Boulder,Colorado. I BUILDING FILE REPORT 34 Mayflower Drive Page 2 Foundation Wall:R201 Type: Solid concrete or stone Thickness(in): 10.0 Studs: Wood,2x4,16"o.c. Interior Insulation: Continuous R-Value: 5.0 Frame Cavity R-Value: 15.0 Cavity Insulation Grade: 1 Ins top: 0.0 ft from top of wall Ins Bottom: 0.0 ft from bottom of wall Exterior Insulation: R-Value: 0.0 Ins top: 0.0 ft from top of wall In bottom: 0.0 ft below rade Ins g Note: SW 5/22/15 Foundation Wall:R101 Type: Solid concrete or stone Thickness(in): 10.0 Studs: None Interior Insulation: Continuous R-Value: 10.0 Frame Cavity R-Value: 0.0 Cavity Insulation Grade: 1 Ins top: 0.0 ft from top of wall Ins Bottom: 0.0 ft from bottom of wall Exterior Insulation: R-Value: 0.0 Ins top: 0.0 ft from top of wall Ins bottom: 0.0 ft from bottom of wall Note: REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 ©1985-2015 Noresco,Boulder,Colorado. BUILDING FILE REPORT 34 Mayflower Drive Page 3 Slab Floor Info: 1 Name bg slab Library Type Uninsulated0 Area(sq ft) 803 Depth Below Grade(ft) 6.5 Full Perimeter(ft) 137 Exposed Perimeter(ft) 39 On-Grade Perimeter(ft) 39 Slab Floor:Uninsulated0 Slab Covering Carpet Perimeter Insulation(R-Value): 0.0 Perimeter Insulation Depth(ft): 0.0 Under-Slab Insulation(R-Value): 0.0 Under-Slab Insulation Width(ft): 0.0 Slab Insulation Grade: 3 Radiant Slab: No Note: Floor Info: 1 2 Name over garage Cantilever Library Type R38,FG2,112-16 R38,FG2,112-16 Area(sq ft) 530 10 Location Btwn cond&garage Btwn cond&ambient Uo Value 0.033 0.033 REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 ©1985-2015 Noresco,Boulder,Colorado. BUILDING FILE REPORT 34 Mayflower Drive Page 4 Floor:R38,FG2,112.16 Information From Quick Fill Screen: Continous Insulation R-Value 0.0 Cavity Insulation R-Value 38.0 Cavity Insulation Thickness(in.) 11.3 Cavity Insulation Grade 2.0 Joist Size(w x h,in) 0.5 x 11.3 Joist Spacing(in oc) 16.0 Framing Factor- (default) 0.0675 Floor Covering HARDWOOD Note: TJlframing SPWABA Layers Paths Cavity Framing Grade Inside Air Film 0.860 0.860 0.860 Floor covering 0.680 0.680 0.680 Subfloor 0.820 0.820 0.820 Cavity ins 38.000 0.000 0.000 Continuous ins 0.000 0.000 0.000 Framing 0.000 14.125 0.000 0.000 0.000 0.000 Outside Air Film 0.455 0.455 0.455 Total R-Value 40.815 16.940 2.815 U-Value 0.025 0.059 0.355 Relative Area 0.913 0.068 0.020 UA 0.022 0.004 0.007 Total Component UA: 0.033 Total ComponentArea: 1.0 Component Uo:0.033 REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 ©1985-2015 Noresco,Boulder,Colorado. BUILDING FILE REPORT 34 Mayflower Drive Page 5 Rim and Band Joist: 1 2 3 Name band cond/amb band cond/gar cond/attic Area(sq ft) 212.0 38.5 15.0 Continuous Ins 0.0 0.0 0.0 Framed Cavity Ins 6.0 6.0 6.0 Cavity Ins Thk(in) 1.5 1.5 1.5 Joist Spacing 16.0 16.0 16,0 Insulation Grade 1 1 1 Location Cond ambient Cond garage Cond-> -> -> attic Uo Value • 0.116 0.116 0.116 Above-Grade Wall: 1 2 3 Name cond/amb cond/gar Cond>attic Library Type R21,FG1,6-16 R21,FG1,6-16 R21,FG1,6-16 GrossArea(sq ft) 2754.00 308.00 37.00 Exterior Color Medium Medium Medium Location Cond->ambient Cond->garage Cond->attic Uo Value 0.058 0.058 0.058 REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 ©1985-2015 Noresco,Boulder,Colorado. BUILDING FILE REPORT 34 Mayflower Drive Page 6 Above-Grade Wall:R21,FG1,6-16 Information From Quick Fill Screen: Standard Wood Frame Continuous Insulation(R-Value) 0.0 Frame Cavity Insulation(R-Value) 21.0 Frame Cavity Insulation Thickness(in) 5.5 Frame Cavity Insulation Grade 1 Stud Size(w x d,in) 1.5 x 5.5 Stud Spacing(in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness(in) 0.5 Note: Updated Grade I BH 10/24/05 Layers Paths Cavity Framing Grade Inside Air Film 0.680 0.680 0.680 Gyp board 0.450 0.450 0.450 Air Gap/Frm 0.000 0.000 0.000 Cavity ins/Frm 21.000 6.875 1.030 Continuous ins 0.000 0.000 0.000 Ext Finish 0.940 0.940 0.940 0.000 0.000 0.000 Outside Air Film 0.170 0.170 0.170 Total R-Value 23.240 9.115 3.270 U-Value 0.043 0.110 0.306 Relative Area 0.770 0.230 0.000 UA 0.033 0.025 0.000 Total Component UA: 0.058 Total ComponentArea: 1.0 Component Uo:0.058 REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 ©1985-2015 Noresco,Boulder,Colorado. BUILDING FILE REPORT 34 Mayflower Drive Page 7 Window Information: 1 2 3 Name Front Front shaded Front door glazing Library Type U:0.30,SHGC:0.29 0:0.30,SHGC:0.29 U:0.30,SHGC:0.29 U-Value 0.300 0.300 0.300 SHGC 0.290 0.290 0.290 Area(sq ft) 94.40 6.00 11.60 Orientation Northeast Northeast Northeast Overhang Depth 0.0 7.0 7.0 Overhang To Top 0.0 0.0 2.0 Overhang To Bottom 0.0 3.0 4.3 Interior Winter Shading 0.85 0.85 0.85 Interior Summer Shading 0.70 0.70 0.70 Adjacent Winter Shading None None None Adjacent Summer Shading None None None Wall Assignment AGWall 1 AGWall 1 AGWall 1 Window Information: 4 5 6 Name Left Rear DH Rear Casement Library Type U:0.30,SHGC:0.28 U:0.30,SHGC:0.29 0:0.28,SHGC:0.29 LI-Value 0.300 0.300 0.280 SHGC 0.280 0.290 0.290 Area(sq ft) 78.30 67.30 14.00 Orientation Southeast Southwest Southwest Overhang Depth 0.0 0.0 0.0 Overhang To Top 0.0 0.0 0.0 Overhang To Bottom 0.0 0.0 0.0 Interior Winter Shading 0.85 0.85 0.85 Interior Summer Shading 0.70 0.70 0.70 Adjacent Winter Shading None None None Adjacent Summer Shading None Most Most Wall Assignment AGWall 1 AGWall 1 AGWall 1 REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 ©1985-2015 Noresco,Boulder,Colorado. BUILDING FILE REPORT 34 Mayflower Drive Page 8 Window Information: 7 8 Name Rear Slider Right Library Type U:0.28,SHGC:0.28 U:0.30,SHGC:0.29 U-Value 0.280 0.300 SHGC 0.280 0.290 Area(sq ft) 40.00 39.30 Orientation Southwest Northwest Overhang Depth 0.0 0.0 Overhang To Top 0.0 0.0 Overhang To Bottom 0.0 0.0 Interior Winter Shading 0.85 0.85 Interior Summer Shading 0.70 0.70 Adjacent Winter Shading None None Adjacent Summer Shading Most None Wall Assignment AGWall 1 AGWall 1 Window:U:0.30,SHGC:0.29 U-Value: 0.300 Solar Heat Gain Coefficient: 0.290 Note: Window:U:0.30,SHGC:0.28 U-Value: 0.300 Solar Heat Gain Coefficient: 0.280 Note: Window:U:0.28,SHGC:0.29 LI-Value: 0.280 Solar Heat Gain Coefficient: 0.290 Note: Window:U:0.28,SHGC:0.28 U-Value: 0.280 Solar Heat Gain Coefficient: 0.280 Note: Door Information: 1 2 3 Name main entry bulkhead garage Opaque Area(sq ft) 25.5 20.5 20.0 Library Type Steel-urth w/brk R6 steel insul R6 steel insul Wall Assignment AGWall 1 FndWall 3 AGWall 2 Uo Value 0.187 0.144 0.144 REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 ©1985-2015 Noresco,Boulder,Colorado. i BUILDING FILE REPORT 34 Mayflower Drive Page 9 Door:Steel-urth w/brk R-Value of Opaque Area: 4.4 Storm Door: No Note: Door:R6 steel insul R-Value of Opaque Area: 6.0 Storm Door: No Note: Roof Information: 1 2 3 Name flat main flat hatch flat over gas fp Library Type R44,BFG16",10-16 R38,FG3,X-24 R38,FG3,X-16 Ceiling Area(sq ft) 1327.00 4.00 10.00 RoofArea(sq ft) 1658.75 8.00 13.00 Color Medium Medium Medium Radiant Barrier No No No Type(Attic) Attic Attic Attic Uo Value 0.023 0.069 0.067 Clay or Cement Tiles: No No No Sub Roof Ventilation: No No No REM/Rate-Residential Energy Analysis and Rating Software 04.6.1 ©1985-2015 Noresco,Boulder,Colorado. BUILDING FILE REPORT 34 Mayflower Drive Page 10 Ceiling:R44,BFG16",10-16 Information From Quick Fill Screen: Continous Insulation(R-Value) 18.4 Cavity Insulation(R-Value) 25.5 Cavity Insulation Thickness(in) 9.3 Cavity Insulation Grade 1 Gypsum Thickness(in) 0.500 Bottom Chord/Rafter Size(w x h,in) 1.5 x 9.3 Bottom Chord/Rafter Spacing(in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic Note: quick fill by SW 8/12/14 Layers Paths Framing Cavity Grade Inside Air Film 0.858 0.858 0.858 Gyp board 0.450 0.450 0.450 Cavity Ins/Frm 11.625 25.500 0.000 Continuous ins 18.400 18.400 18.400 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Outside Air Film 0.858 0.858 0.858 Total R-Value 32.191 46.066 20.566 U-Value 0.031 0.022 0.049 Relative Area 0.141 0.859 0.000 UA 0.004 0.019 0.000 Total Component UA: 0.023 Total Component Area: 1.0 Component Uo:0.023 REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 ©1985-2015 Noresco,Boulder,Colorado. BUILDING FILE REPORT 34 Mayflower Drive Page 11 Ceiling:R38,FG3,X-24 Information From Quick Fill Screen: Continous Insulation(R-Value) 0.0 Cavity Insulation(R-Value) 38.0 Cavity Insulation Thickness(in) 12.0 Cavity Insulation Grade 3 Gypsum Thickness(in) 0.500 Bottom Chord/Rafter Size(w x h,in) 1.5 x 3.5 Bottom Chord/Rafter Spacing(in o.c.) 24.0 Framing Factor- (default) 0.1100 Ceiling Type Attic Note: Updated Grade III and chord thickness BH 10-21-05,name MP 11/04/05 Layers Paths Framing Cavity Grade Inside Air Film 0.610 0.610 0.610 Gyp board 0.450 0.450 0.450 Cavity Ins/Frm 4.375 38.000 0.000 Continuous ins 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Outside Air Film 0.610 0.610 0.610 Total R-Value 6.045 39.670 1.670 U-Value 0.165 0.025 0.599 Relative Area 0.110 0.840 0.050 UA 0.018 0.021 0.030 Total Component UA: 0.069 Total Component Area: 1.0 Component Uo:0.069 REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 ©1985-2015 Noresco,Boulder,Colorado. BUILDING FILE REPORT 34 Mayflower Drive Page 12 Ceiling:R38,FG3,X-16 Information From Quick Fill Screen: Continous Insulation(R-Value) 0.0 Cavity Insulation(R-Value) 38.0 Cavity Insulation Thickness(in) 12.0 Cavity Insulation Grade 3 Gypsum Thickness(in) 0.500 Bottom Chord/Rafter Size(w x h,in) 1.5 x 5.5 Bottom Chord/Rafter Spacing(in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic Note: Updated Grade III and joist thickness 131-110-21-05 Layers Paths Framing Cavity Grade Inside Air Film 0.610 0.610 0.610 Gyp board 0.450 0.450 0.450 Cavity Ins/Frm 6.875 38.000 0.000 Continuous ins 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Outside Air Film 0.610 0.610 0.610 Total R-Value 8.545 39.670 1.670 U-Value 0.117 0.025 0.599 Relative Area 0.141 0.809 0.050 UA 0.017 0.020 0.030 Total Component UA: 0.067 Total Component Area: 1.0 Component Uo:0.067 Mechanical Equipment:General Number of Mechanical Systems: 3 Heating SetPoint(F): 68.00 Heating Setback Thermostat: Present Cooling SetPoint(F): 78.00 Cooling Setup Thermostat: Present REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 ©1985-2015 Noresco,Boulder,Colorado. BUILDING FILE REPORT 34 Mayflower Drive Page 13 Heat:GMSS960804CNAA SystemType: Fuel-fired air distribution Fuel Type: Propane Rated Output Capacity(kBtuh): 77.0 Seasonal Equipment Efficiency: 96.1 AFUE Auxiliary Electric: 943 Eae Note: Goodman/Amana AHRI#7365098 NO ECM Location: Conditioned area Performance Adjustment: 100 Percent Load Served: 100 Number Of Units: 1 Cooling Equipment:AHRI 4919372 System Type: Air conditioner Fuel Type: Electric Rated Output Capacity(kBtuh): 46.0 Seasonal Equipment Efficiency: 13.0 SEER Sensible Heat Fraction(SHF): 0.70 Note: AHRI 4919372 Amana 13 SEER 46k Location: Conditioned area Performance Adjustment: 100 Percent Load Served: 100 Number Of Units: 1 Water Heating Equipment:Navien_NPE-240S NG Water HeaterType: Instant water heater Fuel Type: Propane Energy Factor: 0.99 Recovery Efficiency: 0.00 WaterTank Size(gallons): 0 Extra Tank Insulation(R-Value): 0.0 Note: 5.1 Gallons per minute AHRI Certificate 6478773 Location: Conditioned area Percent Load Served: 100 Performance Adjustment 100 Number Of Units: 1 REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 C 1985-2015 Noresco,Boulder,Colorado. r BUILDING FILE REPORT 34 Mayflower Drive Page 14 Duct System Information: Name main Heating System GMSS960804CNAA Cooling System AHRI4919372 SupplyArea(sq ft) 685.5 Return Area(sq ft) 634.7 Conditioned FloorArea(sq ft) 3385.0 #of Registers 5 Duct Leakage Qualitative Assessment Applicable pp e Duct Leakage to Outside: 26.00 CFM @ 25 Pascals Supply Duct Leakage-NotApplicable Return Duct Leakage-NotApplicable Total Duct Leakage: 107.00 CFM @ 25 Pascals Duct Tightness Test Postconstruction Test Duct Information: 1 2 3 Type Supply Return Supply PercentArea 25.0 30.0 30.0 R-Value 8.0 8.0 6.0 Location Conditioned basement Conditioned basement Conditioned space Duct Information: 4 5 6 Type Return Supply Return PercentArea 25.0 45.0 45.0 R-Value 6.0 8.0 8.0 Location Conditioned space Attic,exposed Attic,exposed REM/Rate-Residential Energy Analysis and Rating Software 04.6.1 ©1985-2015 Noresco,Boulder,Colorado. BUILDING FILE REPORT 34 Mayflower Drive Page 15 Infiltration and Mechanical Ventilation Whole House Infiltration Measurement Type: Blower door test Heating Season Infiltration Value: 872 CFM @ 50 Pascals Cooling Season Infiltration Value: 872 CFM @ 50 Pascals Shelter Class 3 Code Verification: Tested Mechanical Ventilation for IAQ Type: Exhaust Only Rate(cfm): 97 Sensible Recovery Efficiency(%): 0.00 Total Recovery Efficiency(%): 0.00 Hours per Day: 20.00 Fan Power(watts): 9.00 Ventilation Strategy for Cooling Cooling Season Ventilation: Natural Ventilation Lights and Appliances Simplified Audit Refrigerator KWh: 691 Refrigerator Location: Conditioned Dishwasher EF: 0.78 Dishwasher kWh/yr: 258 Dishwasher Capacity: 12 Dishwasher kWhNear: 258 Range/Oven Fuel Type: Propane Induction Range: No Convection Oven: Yes Clothes Dryer Fuel Type: Electric Clothes Dryer Location: Conditioned Clothes Dryer Moisture Sensing: Yes Clothes Dryer Energy Factor: 3.94 Clothes Dryer Gas Energy Factor: 2.67 Clothes Washer Location: Conditioned Clothes Washer LER: 105.0 Clothes Washer MEF: 2.830 Clothes Washer Capacity: 4.490 Clothes Washer Electricity Rate: 0.11 Clothes Washer Gas Rate: 1.22 REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 ©1985-2015 Noresco,Boulder,Colorado. BUILDING FILE REPORT 34 Mayflower Drive Page 16 Lights and Appliances Clothes WasherAnnual Gas Cost: 9.00 Percent CFLs: 100.0 Percent Fluorescent: 0.0 Percent Exterior Lights: 100.0 Percent Garage Lights: 100.0 Ceiling Fan CFM/Watt: 70.40 REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 ©1985-2015 Noresco,Boulder,Colorado. BUILDING FILE REPORT 34 Mayflower Drive Page 17 Mandatory Requirements IECC Requirements Verified IECC 04: false Verified IECC 06: false Verified IECC 09: false Verified IECC 12: true Verified IECC 15: false Verified NY ECCC 2010: false ENERGY STAR Version 3 Checklists Thermal Enclosure Checklist: false HVAC System Quality Installation Contractor Checklist: false HVAC System Quality Installation Rater Checklist: false Water Management System Builder Checklist: false ENERGY STAR Version 3 Appliances Has Refrigerators: true Number Of Refrigerators: 1 Has Ceiling Fans: true Number Of Ceiling Fans: 5 Has Exhaust Fans: true Number Of Exhaust Fans: 1 Has Dishwashers: true Number Of Dishwashers: 1 ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grade: false Basement FloorArea: 0 2009 IECC Prescriptive Requirements for ENERGY STAR 0.0 false Slab Insulation Exemption: false Indoor airPlus Verification Checklist: false Notes bath fan watts/cfm from HVI table. clothes dryer EF from CA Ener Comm. rY 9Y REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 ©1985-2015 Noresco,Boulder,Colorado. BUILDER'SAFFIDAVIT Property/Builder: Owner's Name: Key Lime, Inc- Ben Osgood Property YAddress: 34 Mayflower Drive City,St,Zip: North Andover, MAO 1845 Phone No.: 508-328-4630 Ke Lime Inc- Ben Osgood Builder's Name: , Y 9 Model: Model M, finished basement Development: Old Salem Village Phone No.: 978-683-3163 Rating Date: 5/27/15 Rating No.:, ABA5303-12-8 IMPORTANT NOTICE TO BUILDER Builder affirms in this affidavit that all components listed in the Building File Report are accurate and incorporated into this New Home. Builder agrees to permit home energy rating system (HERS) Provider and/or Rater, to randomly verify components solely for the benefit of the HERS Provider's and/or Rater's interest. The HERS Provider and Rater do not create or imply any duty or obligations to Builder or any subsequent owner. Builder is responsible for making any inspections to protect Builder's interest. There is no GUARANTEE or WARRANTY, expressed or implied, from the HERS Provider or Rater as to this New Home. Builder's Signature: Date: HERS Index: 46 Rating Reason: Confirmed R at er's Signature: /l� Date: g REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 This information does not constitute any warranty of energy cost or savings. ©1985-2015 Noresco,Boulder,Colorado. RESNET HOME ENERGY RATING Standard Disclosure For home located at: 34 Mayflower Drive City: North Andover State: MA 1. The Rater or the Rater's employer is receiving a fee for providing the rating on this home. 2. In addition to the rating,the Rater or Rater's employer has also provided the following consulting services for this home: ❑ A. Mechanical system design ❑ B. Moisture control or indoor air quality consulting ❑ C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel 1-1 ❑ E. Other(specify below) 3. ❑ The Rater or Rater's employer is: ❑ A. The seller of this home or their agent ❑ B. The mortgagor for some portion of the financed payments on this home ❑ C. An employee,contractor or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Rater's employer is a supplier or installer of products,which may include: Installed in this home by: OR Is in the business of: HVAC systems ❑ Rater ❑ Employer ❑ Rater ❑ Employer Thermal insulation systems ❑Rater ❑ Employer ❑ Rater ❑ Employer Air sealing of envelope or duct systems ❑ Rater ❑ Employer Rater ❑ Employer Windows or window shading systems ❑ Rater ❑ Employer ❑ RaterF] Employer Energy efficient appliances ❑ Rater ❑ Employer ❑ Rater ❑ Employer Construction(builder,developer,construction ❑ Rater ❑ Employer ❑ Rater ❑ Employer contractor,etc.) Other(specify below): Rater Employer Rater Employer attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8.of the standard and are posted at http://resnet.us/standards/RESNET—Mortgage_lndustry_Nati( The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Steve Weglarz 1225336 Rater's Printed Name Certification# May 27,2015 Rater nature Vd ly Date RESNET Form 0300-2 BUILDER'S AFFIDAVIT Property/Builder: Owner's Name: Key Lime, Inc- Ben Osgood Property Address: 34 Mayflower Drive City,St,Zip: North Andover, MA 01845 Phone No.: 508-328-4630 Builder's Name: Key Lime, Inc- Ben Osgood Model: Model M, finished basement Development: Old Salem Village Phone No.: 978-683-3163 Rating Date: 5/27/15 Rating No.: ABA5303-12-8 i i I IMPORTANT NOTICE TO BUILDER Builder affirms in this affidavit that all components listed in the Building File Report are accurate and incorporated into this New Home. Builder agrees to permit home energy rating system (HERS) Provider and/or Rater, to randomly verify components solely for the benefit of the HERS Provider's and/or Rater's interest. The HERS Provider and Rater do not create or imply any duty or obligations to Builder or any subsequent owner. Builder is responsible for making any inspections to protect Builder's interest. There is no GUARANTEE or WARRANTY, expressed or implied, from the HERS Provider or Rater as to this New Home. Builder's Signature: Date: / 19 / S HERS Index: 46 /l^ ) Rating Reason: Confirmed Rater's Signature: /�� D / 1 I I J g ate: REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 This information does not constitute any warranty of energy cost or savings. ©1985-2015 Noresco,Boulder,Colorado. MVIBIONB BY LI , eloc,� vetJT 21ogE v�T L LovvER u>n�7 �� Vlu�(. 91 DIL1G I v/141YL OILJ wci ` 1 G7 _ g� IG GTa 0 Ce- C1 R,O.OE 1 - - -- - -.- --- +-t----- - - - ��A - - - - ^� Q Q HT 61CF- LF.FT .,I D ,BII:,��QII z z . General Notes 1. STRVLT "I, -_ -------- -- A.Dealgn Load- ®BNng space 4 - - . 40 p.s.f.IN M0 pa.f,dead t.Floor 2.Floor®aleeping s0ace B0 p.c.F.11-110 p.s.f,dead ---- ----- - 3.Roof "'."danau 50 pe I.live/15 p.af,dead B.A111,Deflection(Floor) 1 60 1.With gdp,um«Iling below 2.No gdp,wn celfiry bel- 11240 1240 - 0.Sall beefing_path,2000 p.s.F. _' ......-. ..._ _ NOTE:Deslgn lead,and site eondl.-should be v,Hfled Wlh local b nla ore_d.letl Ioading 9madlrcgulre lPnasalond re1111 c, 2.LONLRETE� A.Slabs on grade-3500 p.s.l.(2B day abength)on 4"sand ar 0ravel fl0 Wth 6d a10 welded W re mesh. B.Fourdelbn wells 8 footlnga-350 op...1.(2B day strength) 3.POUNDATIONS - A Fw14gs hall be plaebd on undlstmbed or anglrieerbd fl0 to a depth regp[red N local Mdlding codes ane frost epolDau. Iris • B.U,.loncd•uWl shall support a medmumd T-0^unbel-p,.a L.D.nW&oRr,(baa mental• conte of-Phekk Wakng compound .. W (t]C . .. - -D.Viale roafing(habitable'Patesbelowgrade).hroPIHhotMRWfill > �Qr n embrane umlerpropJf" E. e Brit DMn-IFutzil a 6"perforeted drain tits al perimeter d beee bexmenl Tops didnm fo tie covered W 15M feH and a minimum of q Ir 9revel Slope Hie 3116"per fool to pdd d dlsdferge - '_ - __ F.Teudte Protectton-A,r-,I red by tote$cones. - b.Anchor Bdia 1/2"x17(A301)®6'-0"O L and Wlhln 17 d each end 1.STRVLTVRAL STEEL - AAlls..othelsteelrok. ,at ASTMA-36 SW FO -' B.Unlea,othevA,e rested,Provide a 2"rwm uwod,N of eppropdab - - .. .. .. •°Lr Q .- Wdih bokeJ to the top flerya of dl stat-bemrm W kr 310"DIA bdM .. .. staggered z at 2'-0 O.L.ddgidy fasten ell wnneding reften end)dsn. _ ~ �r.v 5.LARPENT® RY A.F ming Lumber 1.S JcWs loft,I a ReFers-BPP to•015 E•1.3 3.Bel,StHn an,411 grade. 5 E•1.3 l 4.SFa6,othe s-01 grade. ....-- 5.UNess oMendae noted,pravlde: -- _ a)Double Mtndm lalsta d p Mmm ®tll floor ppeninga_ b)Daubl IdsU undtt all parallel eNtlona. --�- ' r e)1,cars bddafr ®earn Iblat bad. - --'- -- B.Floor ..w Fl 1.6 eneral.d(-. plyod(L-0 52116 INT APA W/EM Glue)urdm 1/2" I ��'''t'''t'''t''��•.-I�j�''�' rpt'! ,' - - pLyaod(-d. '"Int INT APA)W tlt Wilding paper bebue b i d (•OPTIONAL 3/4"TDG(Undeaaynent INT APA)Wth no eub Boor.) -- 2.Bair d Toilet Arca+-Use ureter re,letent plp p d(undedaynent LL plugged EXT-APA). L.Ededor Sheadnq 1.Wtlb-1/1'PkWod(L-0 24/01NT APA IWEXT.61ue) r ('OPTIONAL 11/2"Insulation board Wth Oland,11x4 caner bradbg In frame. 2.Roo 1/7 Plywad(L-D 2410 INT APA MEXT.6hm) I mrG1•AIiJ(l j/! wdLL D.intedor Finish ��I 1.Garai - 11'2h gyp."n board,uLha m,,,I dm ttareinforcing. ogb,aped p8edce8snagn,daerde. 2.BatN be covered Wth - . -y.• __ � - 8 Tdlet Area-Ux ureter resistant gypsum board. 6.Mlsflel ANEOUS A.Unlea,ok -noted provide: 1.1=14. R-131n dl e#tHorumlla for 2k4r wnatructbn _ R-14i1,ail eraarid,-9.for 2sr6.w to tan ' 1 -FfRST FtOOIZ 19 3 �F R.19Mfloorov .h.gted,pmea - - R-331n calhedld wiling akached dlredy to rod }{--- -_ -- - 7E'CIM(7 Ft.CL7tZ R-33 M top Roor cening' �--- - - - TO.I•AL 5-F- 2 4&60'`!.C 2.Neper BaMm-In,tan e 2 hill.polylhj-vapor bawler on the warm.Idc d all I-Lebon. - 3.Glm.s-doubia W Wlmlwr glm,door.8.AM-les.Nen 30"above the Boor. a check loco)[odes ler g1g requlrkmenl,. F 83 H T �LE-�/. EA� T3,0-49 ■CAIG �i1F1/C'S JOO O. Ttau dwwh�rte at rte iatt nota here pn aw far too 1M locationn BtbdiM.Pltbpwtlon � ■„G@T a tae b >r"m i61111Wto the Iemtlfae o - nwdtlUNIT M CONTRACTOR TO VERIFY 0/ n IYt10te ALL SITE CONDITIONS AND � ft - tMOlrt 1 ttirklell - DIMENSIONS IN FIELD'' I penrtlplgLl of Orrl.&tato Afeociege. DO NOT SCALE DRAWINGS 0a BMG@TO 1 ' weIVIB10NB BY LVLS --- . •`_ C�/-/NEG'r Td tjE rNE.Q Wi7N 2 eo"`/5 I —I - tFPI 40 /l1b11zi itv- - - ` lvb SLIM W 41 Dn Q 1 � 1 I I Z-_. --- - CIO 3.2"x24IIX To, I�AtE- _- ( P i _ Q V I 1 t caN�ecr rogeraee g w�3evws 3%a eld' - _.I I rio I-01------ f, E31" IA'-DII ------ I I-� F ... 5 P E.. - coN,�sr _ I Gu }� COF-- G3�-m1C1 ✓I -\ 2/I��EL,9M81 LS 5/.f X ll�j u/ 4;anac_Y —--3. „ng,,- ..... tn SS,r010 FLIvr a k4 aN , _. _ .. ....._._ _ _..._... - A , e I I � A1ri F.rFa...1 a �- B eO4R0 xus u - 1 41 — t ' -_. -'----�-' -- 2-2{G 9111 P-n•l I _� �Jt.1G FtrXJ I� I I rr — M AIGJ I. 14 _ 1 � I 1 IDIS Grl� WaPo�J�d:r' is � o x N . \' 1 Z - - bp _10 — ! } -- -- - CP/L1�1 CY W/3 ROW5.5”ale"O-C I I if t h`>/, 1_ I I 1 1. - 1 STAIR WELL i5p Q,(4 oo - FiRST T Ei , I A nNOL' OL7 .21_di f',Ey.p H•1 I,p i I I 1 F -- ..._. ----- - 9I""_IO/✓ J0/9T _ I SEE 9P667_5 �Oal`G26114/A4 _ '6c 2-F rRAMJNC/ _.. - TO f/T Jo/9T U-iEO GOR 4?<)474GE aw'Q -''- - Sr214P- Tor Q6 21_d' 161_011 Z�-O 20 1-011 O 3 , IClo' 2FP7-70-11�8 AVL ` 1611 0,C CU/✓/JECT 7aQBTNCR .,.. ... - - `''+ron..cN�� "`a`� wl 3,aw/9 ZOIv J w aZo cry l/ �I J ��U, l.Ja�`IDN IiaH I !`a I I I`'�l ala UNIT M v v 7 ao.�o ---- eM prwd now wen PnDnd ---- -- ---- - I, 11 !or wnd w e et the bugon iood.Kkkdbe end Joe NO. / II'_ IIOI f to um is exp/@eYy Mlllted to the identified bcmbn. R_or mvo&wion by am MIAW,in whA or in( ,i<fdow am"tfMto SEE T7`-•` " - CONTRACTOR TO VERIFY PmIleeeien Of Q..f.fNne AMOeietle. 'c ..,. _ ALL SITE CONDITIONS ANDA3 _ _C DIMENSIONS IN FIELD DO NOT SCAT E DRAWINGS Oi ■M�lT■ . - REVISIONS j i W Q Q a GI' ' O r -f Li AQeA J Z-3*Wo 8 - `CLO � 9 _ -: pp��yyyy•��yy��.. �I"� i2.3'Jf6 9.0 j IIJL -f7�JI as m p for N Soy I - — pI i�I NGI �I �' SIU L4 Z A z O z .�r - V-A 11 LZT W� D� __ B'°. - ---- -- TC Fry 3 -- - Yee 70 - �� g. � �I I t L�✓i NG, hoo ts a _ - _ .haaa-H__._ 10 -- WN c .c ■cwL■ Thus dwwko and general not"wwo br Ww V/-)f,I E roe No. per-y� /�,� for tae at dw booUoll kldicoted.PIt6Ycoden and `U'UNIT M -G I 1 `-t�� FRA un is axpm*limited to the klm&w wo mi. SHEET 1 v p—01 r�0"i-by&"Ml�'In wf'b a CONTRACTOR TO VERIFY p-•k prdWftd wltlw dw written ALL SITE CONDITIONS AND _ I,SII porn"n of G.J.Bnxw Aosoeista. '`I1 �' Q i DIMENSIONS IN FIELD - DO NOT SCALE DRAWINGS . OI ■H■■ PiVIB10NB ' I y BeACED W&LPAZI- AMTto44AL CA-44FcnaI-I5 F02 ALL WALLt 5602.10.S -r eHILlQLr� c,A4riHuouS :5reucTMAL PAI4F-L 5HF-AniNaC� - of 13 MIT PAP Er- ALL oTNE2•HAIWI Zt PM BFIOWN lZl bE MICT F@. IMcvrJl=o�iMA11G� WITH 7ADLE Ro z,u) - oF THE. h'A6P cone 7114 EDIT aw. .. 91 MI'�D L'-SA POO Qhs F�rE - EACra e&rrEf? vFJ 1T 6�I61IOG G�PJ>GE ICC AJD IUouL - 5E:E FLAIJ3 ALJD '-d'up PROM_. . sEcnoN FoR HUeOlm CLIPS /'-?'- _ --- L•2�,GAp I'F-, ,t CEIULA ktoT Awo GEILII-J C.� / / COAT�ezw die.'40,e- "T •G Era —_ VCU ' -.. RAFEJ2 CDIIFI T2G Y106L� __..._._. _ _ ._.-.._ 2KeLac�InJC.I 2",cd'�nwb-t6llo• _ d T ST �aNNECT oz{WAu- 3-8d peiz t3GG \ WITH TYPEWI OV-5 -Tit=1,141E \ ---- - _ i✓I-�.t/J�JUt:.L .- fTvc�--.... > 'Al)T C 0o? wl f+ _�_..---' 2 K 0LGYiGILlO� I Ir i A3rN C Ia�2 WITh'F -_ -` _ 0161'o.c ' Ic � Ml"PiahlLTrwlohl - - Ar �7UD RIM 5 11 TYPCA.L n \,lol9T 3PAhJ.. :_ i 'To FIe3?J019T j W C pq �oIJuE^T TI-I F , x.11-�L L--.f'1 I-...EAVE E � Q --- WALL9HEATIIItJG '.IGd u n EVER IG OF _ ._ ..._. ,.------._------- A .I W�8d �G o•G / BQAGE WALL � ... O b,L I4AII_5 C2%i K 1131 -- IGdtJd.IL�(3%y,C,l�" ' tg, IIX14u LVL 121 G>riE �+ ..._. I .1ct9T sPAJ-t .� Bd _a I RIM L'Y�4R0 - Z ,__To FI.ArF- L,_r wI - r7 . \ tLcm -F1L17I2 R2AMIIaCt —. . PERFxNDIGULaR TO y.; --. t2R 21I�e" -)(T. P�.t F"T t=L-I GIIQ•G �,r�A.M 11JCt )�iY A3O9 AL.(CHOR ALT 911 g/BII E.KT IZ'r WITH HUT W4&C-HI3.Z 3jyN MIN IZ!'HAA F2dM FSG 211/611 :�urAE:T1E9 gwJO HAA. G'-d' ac-_'.. 97J10•c, 1-IGd NhIL' CEILI To P-aF�rF-e _ ae:As flow oM aRAwwGS _. �', - - rtlU 2.L'IILT,S. WALL %ejMI54LJ ./ .__-- _ ----. ---- - 2"xlt�l rzFr-IGIlOC - t2Nv81_32uoG �1MP5oLJ TIES RRAL'R!G P08 TN.9 FROIaCH 33 RASED ON ELCI'ION H6Ua10 OF TRE'r'^6D3IIONOI GS-D HACHOSETIV9 D Ta BUHDDiG CODE FOR �l �j�, J�� 16:3 FAAtH,YDWELLCIG9 AND ALTERNATIVe DFbIGNS AR HIDICAILOON / �`•5A�n�,F I—'" _'� TB80RAR'O:GE.W NOT MOD3FY DOOR OR—,DM OFENDiGR•T•.c AND3.00w'rtON5 OR HE—AND LII3GTH9 OF WALES AR H3D--D • _ ON TtR AR<NIIC'ORAL DAAWING9 WITH OVF APPROVALOPTIa6 weERASTRIE MAYRM T—ON-CONPORMANCa WFIHi@ F.'.ry II-I9Ulr — LvrG=DNrs orr�cone p Z'hCloll GEILI ICI bIST 2-ei,411 tZ Gd 16110,0 AQP 1, u pGA21 WALL_ W F� O 5 `'r1 - - _- - - -- Ty C F Ing 9P� Fb_ B75 E=/.3 R6Pl-24.TY/'„ _ ¢arrEes tit6P/-yo =i!'/8 Grit Qc. _ A0✓ANTQ4t-Xe.&W Z _�le no.eca A► __ .._�. _- Z ---'tP-' '- ------p��-'�•�� __ ...``- CONNECT CB/L/Ntj Jo/9r ..219 ILJSUL 7-',QAA-r G9 u n u 411 (,(JLki PL.dJOL' 2-2'lx�' TL.I __..._nT-_....._...------ ------ -----`-- P - x._--.._..._._...__ ._---r-------'----'- Q Z'2'3cG 91 LL - I 11 v✓elz el'Geu*H VI'J�. - - BILL ��A� -— --- * GK(.-Lv/lu W:r to I 1 AWHOL eal. GM1L_v� -REI LOwEe geADE loll 2q"K I Z I cmc FTC, r�.YWA7 — ?JSCGI-ISI a6 UNIT M r ff 7� I goMid notN were '01 -- - M --- Th—*awkw.� ;5 TSIRU JO■ N for Wa M ffla location - I --^--'- n�cated.PuhRcHion end _ _ -----------'-__-- _ H�= Ileo b aapnaely amibd to the IdeMil'wd bcation. �s Rft-Of Wodlwti011 by&W 1MtW,in WwM of I �' �I atF�l DP CONTRACTOR TO VERIFY swear In pit,is pm*W w*4W the wftB, "'� I _� ALL SITE CONDITIONS AND perm S"of G.J.Bnaw Ameletes r DIMENSIONS IN FIELD A4 s a R DO NOT SCALE DRAWINGS •°•R reN O• iM! I - .__..-_ o E1C7ERIOR DE 19. WALL GRACING FOR THIS PROTECT IS BASED ON SECTION 602.10 OF THE%III F.bRION OF REVISIONS F 4 SpKUG sPAc.c apocw° CKS,PORCHES&STAIRS 9-10-13 STRIiCITJRAI,GENERAL NOTES: -IF -"71, _I1,.-,��_-_ s__s•c r.,c,41 I THE MASSACHUSETTS STATE BUILDING CODE FOR IRI FAMILY DWELLINGS.IRI'21109AND DECKS,PORCHES AND EXTERIOR STAIRS TO DB DESIGNED FOR THE ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR FOLLOWING LOADS. WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND LENGTHS OF WALLS AS I3 __ L AILLVL BEAMS SHALL BE BOISE CASCADE VERSA-LAM.OR APPROVED EQUAL INDICATED ON THE AROHTECFURAL DRAWINGS WITH OUT APPROVAL OF THE LIVE LOAD 4OPSF"SNOW DRIFT IF APPLICABLE AND WIND LATERAL AND ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES ENGINEER AS THIS MAY RESULT IN NONCONFORMANCE WITH THE WALI•BRACING UPLIFT FORCES. RECOMMENDATIONS AND SPECIRCATIONS.E-2,00.000 PSL Fb=3100 PSI REQUIREMENTS OF THE CODE. I�4• �• GUARD AND HANDRAILS:200 LBS.IN ANY DIRECTION AT ANY POINT. ALL COLUMNS DESIGNATED ONDRAWINGSAS VERSA-LAMTOBE BOISE '20. THESEGENERAL NOTES AND ALI.THE PROJECT DRAWINGS TO WHICH THEY ARE APART OF Sff-,qqN INFILL COMPONENTS:30 LBS.HORIZONTAL ON AN AREA EQUAL TO 1 SQ.FT. CASCADE 1.7E 26511 FF DO NOT KNO'i'CH OR CUT LVL BEAMS OR PENETRATE ARE INTENDED FOR THE SPECIFIC LOCATION AND PROTECT INDIACTED. -HD6 TND.'gDaD FOD END oFl-ExsR STAIR TREADS:THE GREATER OF 40P$F.OR 300 LBS.CONCEN RATED LOAD. WEFHANY HO LES EXCEPT AS ALLOWED BY MANUFABTURER DO NOT DEVIATE FROM THE DETAILS,DIMENSIONS AND MATERU.LS SPECIFIED WITHOUT WITH Nur!wASIR:Q oR le�tir 2 ALL LVL IN MEMBERS IN BUILT UP BEAMS OF 7fBtFE MEMBERS OR APPROVAL OF THE ENGINEER 61oc/n4A 121. ATTRECOMPEION OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERViSORIS ;Faµf-eAlt',iH DECK CONSTRICTION TSC BUILDING CD E SECTION RSNTLAL FTHE RUCTIOON LESSTO BE CONNECTED TOGETHER AS SROWNON DRAWINGS aP.Ftro0.Jdt1' I' eOuN ra'e5 3�8° 'Fgscr.l (^gSTeR OF THE MASS.STATE gUILDBiG CODE FOR RESIDLYTTAL CONSTRUCTION. 3. ALL LVL INDIVIDUAL,MEMBERS DN BUU,T UP BEAM$OF MORE THAN THRFF TO PROVIDE A CERTDTCATION TO THE OWNER THAT ALL WORK WAS PERFORMED Leoc c a. o K NOTE:NEW SECTION ALSORMI 3 REQUIRES TDECK LATERAL LOAD MEeffi_ TO BE BOLTED TOGETHER WITH 3 ROWS OF%"dia.BOLTS, ACCORDING TO THE DRAWINGS.DETAIS,NOTES,MANUFACTURES INSTALLATION CONNECTION.SBE ALSO MASS.AMRDMENT 70 SECTION FOR ANSUASME STANDARD 818.21-1981 @ 12"DO.STAGGER OR OFF SET EACH ROW REQUIREMENTS AND THE 81"EDITION OF THE MASSACHUSETTS BUILDING CODE U -- - --- 2•Nw b'N G6NTER SPRcfrVG G+U PSG DEC UNCONDITIONED PORCHES FOR I&2 FAMILY RESIDENCES. 1 K L/9q p BOLTS SHALL BE PLACED IN SNUG HOLES,WITH AM EDGE DISTANCE OF I dFr Z 8 -to- D EG K r;"oO REFER TO AMMERICAN FOREST&PAPER ASSOCIATION(AF&PA)www.nweon, 2' AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT,OR AS SHOWN ON P APRESCRIPTIVR AFSiDENTLLL,WOOD DECK CONSTRUCTION GIIDE(DCA609) DRAWING. - ----- ENGINEER:LAWRENCE H.OGDEN P.E, l' E:STDG pEGIC.S Iq�' ®`ISI ro Ip 4�DC 9°oc. ASREWISEDMAY RESIDENTIAL CONS. 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MIMMUM AS LISTED BELOW I 198 FAST MAIN STREET CONSULT A REGISTERED DESIGN PROFESSIONAL FOR ITEMS THAT ARE NOT TO 3 LVLS USE 3-X 3.5",4 LVLS USE 4.S'X 3.5",5 LVLS USE 6"X 3.5"OR ON GEORGETOWN,MA.01833 .81hPiOH DTT2 10-1-TO 12' wfDE .(-"Oc. CONSULCOMAREGLANCE WITH THIS GUIDE - ,DQcK POET coNNELTORS 12'-1' Te 14' w De 4"oc POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5"SOLID EACH SIDE 97&351-8318,c01978-502-5921 RZVZ 7.7 FASTER "ASTER TECN1V fC4l BJLLfTIN SIhflSONSTRONC-TIE ALSO PUBLISHES HELPFUL GUIDES TO DECK - 6. ROOFSHEATRING TO BE ATTACHED TO FRAMING WITH 8d NAILS @6"OC.® D EGr CONSTRUCTION. NOftSf 1.Ria RSg2.i 2:_I,_Tac 2009' LEDC E'¢ 7Fo 0" Jol sr FOR PANEL EDGESAND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES w+ IN5TA4ATQN QRcceDURES ANO oTTJ ER T WALL SHEATHING TO BEATTACIIED TOFRAMING WITH ed NABS 6^OC. 7o De c¢R Ozw e1:_ PROTgata. Pee REOVf REh F_rS PANE,EDGES AND I2"OC.FORA[YFR,UONGNIE.MBERS NOT AT PANEL EDGES. J - ALL WOOD FRAMING MATERIAISTO BE PRESSURE TREATED. @ @ s �ps N q.rD PReszORL` T�eATeQ w^a0e¢ ALL EXTERIOR CONNECTIONS TO BE CORROSION PROTECTED. ° CORNER STUDS TO BE ATTACHED TOGETHER WITH 16D NAILS @ 12"OC.OR AS Z =V, 4 PLRF DECK LEDGER CONTRACTOR TO COORDINATE TYPE OF CORROSION PROTECTION SHOWN ON DRAWINGS - N R-cgM,CNi.ft. Dr, CONN•DCITAfL GUNA/Ecn O7{ REQUIRED WITH THE TYPE OF PRESSURE TREATED LUMBER SUPPLIED FOR $ GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH'TYPE W OR TYPE S - ZROWS EXTERIOR FRAMING AND TNF,CONNECTION MANUFACTUERS SCREWS IN MFNO F 518 WITH ASTM C1002®72"OC.AND SHALL PENETRATE i SEC :e PReRAT:fl.. D.,C15 1:gDGCR R Nb 0.N0 WgrERPF'OPCIN C. 'g<( OTN80.5 PPxw ° RECOMMENDATIONS FRAMING AMIN.OF S/8"S. MIN In,Vm RhM INYa NNLR 5.ub0..R H4OM w,0. / 9.ALL OTHER FRAIIIING TO BE PER THE 8'H.EDI7ION OF MASSACHUSETTS STATE oc n 9 EID OF 9RCK VWLIMS'A I M A,Woe NOPBD �^e~paw yFI' „ BUILDING CODE,IRC2009,FRAMING LUMBEREI-875 P,4 E-1,300.000 F.ti s� - N wne oN F: P epu;Meq• a,,• w1-U 10. ALL JOIST AND BEAM HANGERS TO BE BY SIvffSON STRONG TID, _ gcK 0 S-N. - ] INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. 2 I - HAAz6E R W �nx ne win e .DECK LATE F/!2- .1_Dg9 CDNNl•LT Iplj Nw.,,,�.0..•p Ta ewa.I,wn o+.... LEADSPECUN F HARDWARE RY. SESIM SONEQUIRE ALLOW THE AT IS CIEHT 0 0 3Rows -- -4- AVE - ya'nr-.<,Pop sv^crn r0. a z=a nAr nw.recrfp IBRD TIME FOR DELIVERY.USE SIMPSON HURRICANE TIE A77HE SAVE END • - ,.,.<« OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS AND HARDWARE 1211"^fw ° vain n,a as z,.no.,ea•. ]cn„ TO BE CORROSION PROTECTED PER PRESSURE TREATED LUMBER r-- . • • -_ GI_ Ao.+eu i w:i �.•.-.>">r RECOMMENDATIONS. NS.OR STAINLESS SAND SLMPSON STRONG TIE x" MANUF RES w.N ] O A.D 0 0 • ALL ca.•.,•wa+,o ae - i,•# RECOMMENDATIONS,OR STAINLESS STEEL. 2f'wIw 11.THE CONTRACTOR SHALL BE RESPONSIBLE TOOBTAIN AND FOLLOW THE 2' ,- s 3 h,• c 4 .;< - gGRBLJr, w ° MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND '� 'N IND OITIOA1Al_ �r W _ 'E RT .B6AM I4AAJlrE9S IG O 9PEC�ICATIONS FOR LVL BEAMS NOTES: - W 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTERUPTED SUPPORT ,SCREwS TO 08 FASTEN MASTER TRIKS LOR „c zM1,r ws� ALL THE WAYDOWN TO THE FOUNDATION OR ONTO LVL BEAM. V.SIMPWN SDw SCREws .4 :Lr :cr.. ,I•,4 _ ^-_p+:j oe.a rreca °,•... .. w 13.BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD 1 seR➢RAWTnes Foa Lantra os scvEw,ANf, Q A _ CONDITIONS THAT On CE NrER F-k CmG. 'ti••"T"°"'c`f" ca,ze s.r,0. ]0.,z w.+0.s0.cvs=loss A - e ., , , Ps ARE WITH CONSTRUCTION.IO THE ATTENTION OF THE E)ALLSMEMBER LVL DEAAL9 TO RAV%%C'R!N•5 ENGINNER PRIOR 70 PROCEEDING WITH CON57RUCT70N. PROM ONc SmE A 2.6 ,�,_. A,� / K-- - 14.COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT sI At L 3 OR 4 MXMIIER LVL MOM ONE sine IV HAV% DRAWINGS INCLUDING SHOP DRAWINGS. SCUM"IST.M ONEon DRASYMCR O 15.ALL COLUMNS.BEAMS AND PLATES TO BE A-36 STEEL. II USR'rYN:oP SCRew seernlaD DONII' __ u., Ass re s..r^.+ a c°.z.cp •.,eea ero a r-r o•.,e 76.ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT py 0.v FIIIIN'I'ITlrl'%Af;k'.APACITY MAY ND'I'li T. INSTALATION MANUAL. n11RDl,A'ni 17.LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND O •I e Sj'.i p ZOOF .4T -_ ,;.F D Fl AILOFCONNECITNG ry, SNOW LOAD 50 PSE,DECK 1,i.40 PSF WIND LOAD 100 MPH.EXPOSURE R. LVL MEMBERS TOGETHER - ------- 19 18.FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING 0.i y H��.�O� LDEN.FX. F�{Y+=_- ]1"b sin Har PROJRCT: MINIMUM BEARING CAPACITY OF 2 TONS/SQ FT kAJN _ TYY'Gi,:- $EGtl011 ., J -% LAWRENCE - .: D_ � EAST STI;_ (V•'7 T-@ GEORGETOWNMA.01833 ------ LAWRENCE H.OLDEN.P,$. GENERAL NOTES D`Z 979.352-8318,ceil 978-502-592]• < 198 EAST MAIN S7BEEF 7__._-_.. .. 978J52-&T16,0978 502..5821 LVL CONNECTION DETAIL . -1,._:.,r!( .:vt Mfa 14"wND gGAPD dll crla rollna3 rcrl Mxn 13Pg :.0 Tu :E 0E-.,.E,J YvD STa<K.TtAAI, ea t°/n eoN EDN PMIZR. IG&a 12"OG �,•RLoz3 ZerW a zr ero<x;^p s,r a R�a.3v¢aARi -(3h"..fol) r+a...<i�rn e�wgur Bare/p, s..�^rNn�ane.saPan, __ I ) ; M f5/ng1e Door PFN _ c :I 4 �e,x rids;•a 0..c :..E G+PSC+ BOPd9 r31 F"r b/Pek BbekN,g I Nsidir ro we1W rebb R Paq eNrl Mr w •Fat.!-T0 ��a��.,r�W,u eO2 A7-.1/w»'m•0.R6o].b.l.xl ]X Bl 9 R UA OUit TND C 13 g6 Gomver pyHR+l/aiw J I0. Noll (JI-0.e xU®6-o.c _ _ _ d PYfw Plev ra9lrkva rarra eveP pe�ao�(I/a.I annrf -TS- CCPNEa ?UT L .r]e,w er s.0.,e",a u-ac. '/i P8 1•l°- gyp\C ICO2 + d <' yt* SnmHWzonfolf m (f�ll,mo 5, - PSDC 60110.0 y - fapJ 7C -2 kae rorty eo'a.� b _-_ - ry OO - necr 'Sr•e°N"g - W�PRDAwcG i � •W' i ", .,rn Be a er O a"o c - 'RLE M Ac. ,•• ,nw,m rolN A �• xrS'roc nr °�lemm zr BNcrorq Ors'o.c eIIAPfrA'I ICA e12"x ' L" c.,J n �wgoreg 1' P - .O'oe.rpp.J ISN �. C on nr,r,.e n ro arsr.,•. a'/a.:ie1) reg �ci Na/ro � ) .,,/•.m.ne.a•N,n p G .- ' . '' F ] b m 0.,•a°,waw, e . I r J/�efeaNs $11egt01NG tTaWl® 9/�� -��' '• �Ji Lov,ec Pla eeeaa e"rzC ab9 / BC rorh rn e'0..c. 1 J of M1e 24" --+x n -uA�lr GE '. I`/ NAIr.NG blef w' Q y � >mw ba abAa �t; � tpalp_i I�fel _V EE ET I Nhr - E PANal6AGH f'oI 1 V'J- k A°c�rcr 9 _ Oxy W F C role 1/r]'r O.11�' � a enweehr � borer rnr u/�in mY N° -4-Aa 4nwr ar„eA PYw A1C, Q Z ' Mm kt.rro PM1(fJP1-� (Jf o/emcn.all nfe-J _iAIL IN51DG CtMn,eR DaTA1f. ? GR ,1S- 0 � �I6a 6nIt>NerY �i D�5 allN/Bbckxg.3'e.0 Rotel ' J„,/eNra:+s ;,+uv�zo..rA� �D aow.zraO.y,arwzz.. _ F n'0. ,7. °S0.• r mrte`�ouae cr'e.o - . .. CrPsf,M Pa'al/�/ 1 Perpern�lC�V/ c*Isprf a..:? Ho 'w -s'e•afcrx Bwe. sngwaa�snro uar,y n. GBrBg'B DOOr W ^Deep..�un I BOARD �Yembvd.,bn, I(' � n er aAw e„0. x p rm r /<,<„ sun!ITwa , !o'F/Dor A°em� eo F/Dor Frain/n9 ... w]l�•�, N x.,e-�= / _ 0.r/P>'+s n�.J $hBath�lKi RBCIu/r91HB/kb NAuNG paofw, METHOD GB-GYPSUM WALL PANELS CONSTRUCTION aB>a+a rwn.Jmre� _ z rm&e1L•Oc B 'X 9ea:•n9fe 16'oc CODRDr NAR' C3 Ms"..111) r.m o rsf e.. PFM wITN cAPxC Melhcd N°tioe"c Be roes DOOR FDhhIN6 �• s-°��' DerA,ES _ , ' 2rw o a•"•� w .v rAzloa ofr a•�,JDz er a°r n .T J 6:inn M z ma Tram/tAa Rec)u/rdrmenta Lery ogd� �I i Y� NuwP:a _ �g oD]°*roo pY _ Term ee we,,,°, -o'0.e Loco aaN Yevmwn 2 Sorts rper pini FON, G40.gGE COauER DETArL rald/rJ ^^�,CM/ng�,/� N'-]arwy yfa 4�4 >•�.° 978-502-592/ Per dicu/or /Y•o.rrr �rV�.rl u r.d. •vu Ap � 0.e rein J vz =o r3s- Porolle/ A ��' E-meJl:lhoc>enaeomeese-nse .,I �"' � ma mbi/ung. Th/e dBlefl 1e xirBmet/c, to F/orto F/or Fj�LOr�ry_mina to Floor Frgmino - x�An�o+ REp 1' I NOTE:THIS DRAWING IS SCHEMATIC w. POR THE ees F"u 4w/on P/en for Alen Carroll . ` .. m b r d .• WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE 8^'EDITION W,11,--1�rvjtM_"ersd Rotel/� Co/onla/Ore/'t! ,ra - PURPOSE OF SHOWING REQUIRED CONNECTIONS n9 Braced W.11 Pone/Ado'lionol Connections OFTHE MASSACHUSETTS STATE BUILDING CODE FOR I&2 FAMILY DWELLINGS. or$rMD$!r elKl A-h -0.1i0. � wlJ wnhs,w/rw SEE PLANS POR LAYOUT,DETAHS,FRAMING °Pe 978-902-013/ so, '- (or oil exterior wal/5 602.J0. IRC2809 AND ALTERNATIVE DESIGNS AS INDICATED ON THR DRAWMGS DO NOT _ OITINR WALL eRACNG DETAILS AND ALL OTAER MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND elene�Cd'ert/r�,COm _ i2 - - :_- - (METHOD CS-WSP STRUCTURAL REQUIREMENTS LENGTHS OF WALLS AS INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT CONTINUOUS STRUCTURAL PANEL SHEATHING APPROVAL OFTHE ENGISEERASTRIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING REQUIREMENTS OFTHE CODE ' L _ 1 .1 All other nor/ng not shown to be _ � C,h: esNFouao - Inconrormonce with fable P602.J(1) "-' --"-------'---'I'-----------'------ $IN GtE RAGE D PROJECT: _ LAWRENCE H.OGDEN.P.E. at the Mass. Code 8th Edition .LAWRENCE H.OGDEN.P.E. f WALL BRACING I I D - 198 EAST MAIN STREET 198 EAST MAIN STREET N MA.01833 GEORGETOWN, M.T9oD t� GEORGETOWN,MA.01833 ' A - 97&352-8318,cell 97&502-5921 DETAILS i 978.352-8318,ce8978-502.5921 0 Pc I �eALR I 5 . p.Vi6FON8 BY elDcr- vP-lr 21ogE v�T Q ue.v7 v/i6j YL SiL7 WiCi'51 01"C4 \ . x Be W O - i I Z FT: - - - -- - -- - - - - - a x �5 I Dr- 6 .Y• 1�-• 811 I'dl' ---- ----- -Y .F. z D L� A 11 1 ��I_I1 av �eloc,�vw.i1 � - Ger)eral Notes 1. STRVLTURAL --- A.Design Loads 40 p.s.f. dead Md70 p.s.f. ----------"— - 1.Floor®gving space 2.Floor®aleepin9 space 30 p.of.Ilve/10 p.s.f.dead - --- — 3.Roo' `"darow 50 P.sf.Ilve/19 p.s f.deed B.Allawablp Deflection(Floor) 11360 1 g ..be lw :Hogjlp affblob1/240 B.Solbeanngap8dtY200ps1L - - - NOTE:Design and afflend site eorrdlbats stba vedflea ugh local - _ --- - bullding wdae end <ale speclat`*ndldon,ou ns ch ss salamisnow.,r,or n drodntic loading mn�rcqulm profasslone review. _ , 2.-0NLRE — A.Slabs on grade-9500 p.s.l.(26 day strength)on 4-sand or grovel flit - Wth 6x15 MO wetdrA Wra mash. B.Fourddlon omits 8 m0bn91-3500 p.s.l.(25 day strength) 3.FOVNDATIONS � A.Footings shell be pieced on undisbubed or ergl'eared fla to a depth n _ requlmA by'Iocet bullElrlg codes and frost condlBom --` •� • B.Unrdnf,00fi•lodes shill support a m of rap alklo u rig a ad flit ., L.DemppYooflng(basaneMs}tun eoeta of mphalllc tongn'g compound , i .. WdeTroofln9(tmbilable spaces below 9mda}Wu pLJ ted mopped felt .. - - rrlembrans nate WropAng. E.Foumind—Onat 4hetnl1a b"peRoroted drain all d Pedmater of - "- _ A in basement Tops"n.to be covered a15a fah and a mtrllmum a Ole - _. 16"woreor gravel Elopa the 3/16"per Fool to polo!N discharge. ..F.Tem,1m ProleWOn-Alm Wmd by local wdes. -.. ._-:. =-- _V b Mchor Bolts 1/Y-x17(A301)0 6-D O L ane WINn 17 aF each end `- 4.BTRVLTURALSTEEL A.Allless tta sleetshall meetld e a A-36 - _ -" '1 - -- B.Unless 0ihewLu noted,provide e 2 nom wood sill of eppropdelt - � �� .. .. .. - .. - W [•„ O Wdth bolted tome top flange OF dl sted beams W b 9/6"DIA bdb .. .. I.w LT] staggered at 2.4'0.C,ddgldl feller dl lore—ting rell and jolda. S.(;ARPEHTRY A.Framing Lumber I.Sails-113 m*Stud"grade .. 2.dotets d Rafters-SPP Po•515 0.1.3 ai 3.Bemis B Glds-SPF Po•015 E•1.3 � - I�I ) Z 4.Stairs 5biroare-al grade. 5.Unless Nhewiaa noted,proNaa. _ a)Double He�erjo15L+8 Mesmer®dl floor openings_ r - -. - b)Doubt Joists urderell parallel partitions. ----- ------------_---_ c)1x3 cross bddgln9®sash fnist ba} - B.Flom La 1mRkal 1.General Modrs-1/7'pl,. o d(L-0 921161NT APAYJ/EM Glu<)umlar 112' pyaoed(rmdedagnert lNT APA)Wth bWlding peptt beEueen �'"t''t'a't'a'�.- ('OMONAL.3/4"T6G(Unded.pnerd INT APA)W BI ro wb flwrj 15 2.Bath 8 Toilet Aram-USC wa ar m.'em I pkyuood(undedeyneM 4L ._ plugged EXT-AP%.). _ c,1z L.Er6edor5heagng 1.Willa-1/7 F16und(C-0 24/O INT APA MEM.Glue) - ('OPTIONAL j1/2'Inevl■kn board Wih tllagrmtl 1rA caner bredlrrg In trema. 2.Roof-117 Ptyrood(G-D 24/0 INT APA YVIE%T.GWe) I Iztiaral•�I L.�' W.dLL' D.In[edor Finbh j 1.General-Unless othanalse IndlLded,ell b,mdorwdis 8 c<Ilings ere to be covemd W thlit A 1?gypsum board, ah metal`*mer rolnfarcing, Wed 8 sanded. - �:- --— •I 2.Bath 8 Toilet Mea-Use Water redstart 91mon board. b.MSLEL HEOUS A.Unless Moolle rioted pmAde: 1.Insulatbn R-13 In ail odeder wage for 7x4•comlrudlon R-19mauwttFarwauarpr7w"wnalrawan I rrRST FtOotZ 1333 JF 9-19 In floor war unheated specs I f - . in aaBtedral ch calling attaed dtrectty to roof }}—— -- — ----i---YL �F*CA��F •�IZ• I�j•�'3 F- R-33 W r+ R33 In top Boer slings' T AL '5-F 2000'9•-F 2.,/aper Banlar-Install a 2 roll.pokylv4ene velar bender on Bta warm to.of NI Insulation. _ 3.Glmsdoubie tr ,stulellon glass doors 8 u,M—leas Itten 30"obwe the floor. a ra cheek local codes for gl-Ing requircmants. JDAIr. ' � ViiR/cS JQfi tMeo drawkgr,.Rd gMurr rotoNo.3/ for uyo at IIIc b'-d-i'diat d.P'Ibl(ptloo IoM � .�.■T ws is 6gMu1V Wed to dw MwwW bmil UNIT M whill CONTRACTOR TO VERIFY P11 01 W W d RNttlOdr n 01 ALL SITE CONDITIONS AND I P-r it t 1lM Ill IN FIELD"- pMnduloR of O,J.9nolo Auocbta. DO NOT SCALE DRAWINGS al BFafifiTO wervleloNe ev L VL c oN,v�E[:T ToljEr,UE2 y•vw.1e- P-F"PI40 lild� I z•z' re1 kAZo P105 Q Ito - ............ - - -4 -�— @P�?I r � FIEdu = O I oQr - I�.� 3 Z'i4" Gr/G"D•G 1 � _- —' —-- a"<�' 2 2i1X ro P-AM -- — .. — E.!%„>< v%q:LVL. A _.. r.v lE;CT rogeraez I rto I I' IGI 1 �1.. �N4GE B; -17 I ' COI-IG fGn'IT �'x l l�8� O LAM I p 5' x IIT n`J;t'JO LVL I �� - 5/ /4„ W/g°�GpLi_Y OL 4 W/tF/SPI2lNl�F: ' PGA CIO 'lot I, ..,i✓� I/ L• _ .., Er �.el -'-wSP V' FI .rr ^i,^'fig G t\) Fnu 11 I Ic � 4 2OA120 DL US ii II - q,u I -- - V G - I10 Q1,4NY- ri� N a ._._. . - .- --I ,2 FPI - - O e>P _ 73 1 I— AI _ I i _ fz)--- I W13 A2~5 S”8 16" 71 0 I I- f"�h�{-'l'-•� I I - - 9�AIR WELL I I I � 4 K4 F RST FL,,P T a L riFlOL' dL7 1:'Qp� 9664 66 3Heer s baa�i ,5i?LJM/hr7 .G?,5,�c,reE/f�J✓/�, ,r2'�qune eP ---- -'— --- - " G 201^OI q•I- n c,",mow -- ._- - Z•2"+Clog I GII cuNwECt 7aGgtNCR � . . .- W/3.00,13$"La le.-0-r- Flu IY CN q0 Fr)A VI i i-I IS A�-� I �-�u, I �r�i�H ISA H - UNIT M newer I%"*-In a nd o n"nap wen MMW - _._. _.___ _ _ o JOB N I, I II fm uthe Wagon kdatitPbed Lm b eptP8e4 M*e11 0d%detlWWAbn. II II_ I f,-to � e Rewe or MMAMUM by elq Mtod,In%t,*of „WA,kD "Now tlM lerhtln SEE I? •� ^ TO VERFY pN1111eet011 a QJ-NlelO n• - ..:.-.,... - .. ALLL SIITECCORDMONSIAND DIMENS1014S Itd FIELD DO NOT SCAI E DRAWINGS A3 ' wwvleloNe I / +tV fzl Q 54 JIB`? d _ y A CLQ � 1 a tm- D12 t _ I' - T'-o1 _ I�, z oc. - ln D o >✓ m �ED 3� ' v I Aad P _o 1-4 15TU —N t_n 2-3 (cg3o Z� Ir --iv �:e- - G I Ln 2.Bfx 019 o I U 38 3 z!' Z'(G lot- F- _ IG-O 9 o I C�' _ -� --- _ o _ O _ I WA > d r 4CIE ai 0 N I tY 91w waw I CQ ta>CI u--- i z - N LLT c- 10 lot I�I — - - - - - - - - - - 00 - lo-0 O -II\ 7 0 eine TMa bswYpe snd ttwNnsl Rota wswbrspwsd �cQ�I C7 G2'9�Z (� _ fa IIs At fhs Wit w pll w wa and utvrr M I �p roe No. Ins b or Woy Booted to the idmlifled Irstlsli. F L�� I L- A .HERT/ pNW M fQpfOdUL't1011 wq RUlflod,h wIWN d CONTRACTOR TO VERIFY in put Y PrOWW WWW dw wlfttmALL SITE CONDITIONS AND I+ I I,�N pw""=of G.J.9Rno Aaooista. '`II �',�SII DIMENSIONS IN FIELD - 00 NOT SCALE ORAWINGi lA ,2 . M YHBY REVIB10NB II I eeACEO WELL PAIJE_AOOIT101JAL C4JNECTIOI45 F012 ALL E-ATEP-1012-WALLt 5G0Z.10.S eo.1rIHUou9 f5reUCTUIZAL PANEL SHzArHIQCj .. A>'15 rhT�F111.1Crem ALL oT�4E_HAI LIHC I.Or 9HOWt-I TC 5E VD 1 MPAPE� . I HGv�IFOF2MA*- F_ WITM 'rADLE 3roz,3L1) _ I CIF THE I-1A� CODE 71-H EDIT101,1. r 91 MP-oiTN2.3A L°4 Ram p�FT� To EAC14 WTEH vFaJT Bu I Gn e G GjPdGE IGe Awc; WA-me OHIeLD - 3o Iuc"_ . SEE FLAA5 AIJD '-o"up PROM MLTIofJ Fol �'oGL OF OWF --------'- Z-eA40 IE. n HU2FuCL.I-IE CI.iPS � - - -- �,t GFJ4►IPq.b19T i.0'AFr_2 rau�ec71aJ3 / cO11T 9CC I'E4 cola"e-m _. 2X 0 UGLI1 JGj \ 12J' el'e 4e`yivtb'I GII O.E Q all r -Gol-INeCT o;zy�wu- . '3-Yid OER Ziac WITH TyPI:W V-5 _Tit?1,1 IL i 'Cl?ElJ 5 t✓IZ"O.G FPJZ - Z X BLA.GIIJB I - W A3rH C 1oco2 WITI4_ MIN PEEtiir_Tr4A-noN - AT GTUD RIM C S > 5/gyp TYP{CN.. `.10197 3PA.1.1.. .. 70 F12S•r J019T _.. ... . ....... .. _ -__.___.__ w �oaQW T P F _ TIQt- .. AT E-AVE L- d IJALL9rIEA•I-II N•G ..:._--------__..---_----- . ->' 3•IGdII Q E5QACE W ...... _ I dc-5T -PAI Ila 11X1411 LVL 121Cr_4F_ y ed,d GO p.C _ _ 1 RIM 2.Y.14RD _ _-FLGb12.PRAMIWCt ..- . PpE�R.�.P,,,��.JOIGULARTo } n ZIIICI211 PAF" EAF"r1=1--IG"p.G Rrx42 F2A.M I V..lt:� y�Y ABo7 Q.4I410 R 5.1-T 91I�I Y• g�e'I EXT le'( Z_" HUT WA9Hejp_ 3;"M1W IZ"'MA(Fwm mro 211 d1 Caw-AM nF-5 A00.,MA)( G'-d O.C. .... (+ 92J O,G 1-16d I�htlO Oe.:As 9140w 01H vPAwI1J4q5 _ caILIWr, TO P-AP"TF-L - MILL 2.90155. WALLS HWJ_ -/ &")(Id' P-FT- I61104- � 1------_ --- ---- - w.w.ex,.cD+creaimsraorecroD.�smon secnonuouooR 2` w"Y' °JZII DAG Tes�TMRnmox oET�.mAsswceuscrrs srAT><Roaowc mnE roR i �iMP�Lo TIE - 'TaR38UMP/0'1°G,4�.00NOT UDIPYOOORORRN'OCUOWOc"R °X 2'sA TO p-�F r. 22 Axo LUGnONS OR REI—S AND LLN4TR.9 Ox WALLS A9 DIDIU'reD ON'ERR AeCNIYCIORALDMWDIG9 WIlH OVf APPROVAL OF TxR - ,.. .:• :;: RNGOS¢ER Ae ll115 MAY RRSIILTIN NON{ONreBAGNCE WILB'IHB _ ( --._-___—... _— --- 6HACDSGA6 GIX[MR"IR OPTR6 CODL F JV II-I�UV - p �. Z",�lo" GEILIrHCt �blsT 2•a"X 4" • 12 �1a11o.c e REP/ ¢O //�Q" Y•, hath.......•-_ m - - �"i W o^ _. Lop ov le,^ � G � 91M P!50/,/H 2:5 A - -- AlueelCA/JE G+G//�I . 2°XG° -----Gj14 �'��u bG RI LL. -- _ 7-YP/C41- �Zn EI(T i G Q TY VC .. _..._ _. -��... F 85 d.-/.3 R6Pl-2 u_ /„ j, tY W ^ O _ AD✓AN T64 kL..EldZe _�!b '.1 -,.. ►�' Z Lv Ll —�-A- ---- -' -- -�-- - +�'--- TO SQA rr" V117-1-4L 19 1u19U1. 1 __ - _...-_.___._._ Z <G-I G O•G 4j, COLYi FL C7or- 2-Ply 6GI PTu I LL- -lop -4 U✓ER D"G2uOH '91'JI-E. - BILL °SEAL. �- _ li Kf'j'IO�IG W W M 1 �1� QLJGNJF: E�L-frJ GMILV --- - --- LO IAl l=2 CI 12ADE -- - ..... 1011 29°XIZ° Qat PTCI -- _ - - - - -- 2x4" Y�YwAY. .. 2PXG1-Iol N — -- - -— UNIT M CNr K o o ■ r I BOO 1' IIIOio YIY�y�mpyn��Ild I1�� I � �^ xG6 ¢04p,y 7 IZOI� ■Cali/ ^--T i^^�AMM wNo JOY NO. , for use st the bCMbA eldiceted.PubRcetbn end II_I Ir�I use Is expressly Rm+,N to the Nontifled WAdw. f.{ Rou"or wadwd-by ally ANHIpd,in wh*or - I II I 11 i Nt °f` CONTRACTOR TO VERIFY A4 - V In W.is p/ehlblbd ylli w the w ftan � I ALL SITE CONDITIONS AND Pwnl s"of G.J.Bmw Aweofetee 1 DIMENSIONS IN FIELD si°•sreN�'� w DO NOT SCALE DRAWINGS OI YN! ~--POk-'-CHES&STAIRS 9-10-"-'�'-"^•--T"17^'---' 19. WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.IOOF THE N"'HUMON OF REVISIOMB 4 F. HX7BRIOR DECKS, STRUCTURAL GENERAL,NOTES: THE MASSACHUSETTS STATE BUILDING CODE F'ORI&2FAMILYOWELLMGSD DECKS,PORCHES AND EXlERIORSI'AIRS TO 139 DESIGNED FOR THE ,IRI'2009ANSrKwG J n<_l.e spnc�uc �e ..°'4 f I ALTERNATNE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR II"Ir FOLLOWING LOADS. 1. AI]-LVL BEAMS SHALL RC BOISE CASCADE VERSA-LAM.OR APPROVED EQUAL WINDOW OPENING SIZES AND LOCATIONS OR HEIG11TSANDLENGTHSOFWALLS ASINDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT APPROVAL OP THE LIVE LOAD 40PSF.,SNOW DRIFT IF APPLICABLE AND WIND LATERAL AND ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING II UPLIFT FORCES. RECOMMENDATIONS AND SPECIFICATIONS.E-2,000,000 PSI,FIF 3100 PSI. REQUIREMENTS OF TIME CODE I'} GUARD AND HANDRAILS:200 LBS.IN ANY DIRECTION AT ANY POINT. ALL COLUMNS DESIGNATED ON DRAWINGS AS VERSA-LAMTO BE x'20. THESE GENERAL NOTES AND ALL THB PROJECT DRAWINGS TO WHICH THEYAREAPARTOF -r�i b 5lmpzfJl{ INFILL COMPONENTS:50 L.S.HORIZOBOISENTAL ON AN AREA EQUAL TO 1 SQ.FT. CASCADE 1.7E 26+0 Fq DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE ARE INTENDED FOR THE SPECIFIC LOCATION AND PROTECT INDIACTED. T"p.TNREADeD Foo Ewo of 1.EDcsa STAIR TREADS:THF.GREATER OF dO PSF.OR 200 LBS.CONCENTRATEb LOAD. WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABT'URER DO NOTDEVIATE FROM THE DETAILS.DIMENSIONS AND MATERIALS SPECIFIED WITHOUT TR uar L WA$IieTi oR Jo„„r 2. ALL LVL.INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR APPROVALOF THE ENGINEER eA<;6'oG ux j21. AT THE COMPETIONOFTHEFRAMINGWORKTHELICENSEDCONSTRUCTIONSUPERVISORIS .FOFLEkkaJE OF THE CONSTRUCTION IS COVERED INSECTION 8302.230E 77E81e EDiTTON LESS TO BE CONNECTED TOGETHER AS SHOWN ON DRAWINGS. TO PROVtDEACERTIFICATfON TO'I'IIEOWNER THAT ALL WORK WAS PERFORMED pP.Ptepl'JOR' ' eoux+E CTa'<S 3�8� 'FgSer4 IyyTeR OF THE MASS STATE BUILDING CODE FOR RESIDENTIAL CONSTRUCTION. Leoc e k L NOTE:NEW SECTION 8502333 REQUIRES A DECK LATERAL LOAD 3. ALL L VL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE ACCORDING TO THE DRAWINGS.UETAI.S,NOTE$,MANUFACTURES INSTALLATION o K CONNECTION.SEE ALSO MASA AMBDMENT TO SEC ION R60110 FOR MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF W&a.BOLTS, j ACCREQORDING T TS AND THE em EDITION S. THE MASSACHUSETTS BUILDING CODE z-^'N UNCONDITTONED PORCHES. ANSUASME STANDARD 818.21-1981 @ 12"oc.STAGGER OR OFF SET EACH ROW FOR IR 2 FAMILY RESIDENCES. _eNTe1 SpA_" GO p5F DECK LDPD BOLTS SHALL BE PLACED IN SNUG HOLES,WITH AMINAMUM EDGE DISTANCE OF `• D7r Z 6 w 1D E D EC Ic G" REFER TO AMMERICAN FOREST&PAPER ASSOCIATION(AF&PA)nwW. _m 2. AND WITH STANDARD WASHERS AT BOLT HEAD A-10 NUT,OR AS SHOWN ON �� P A PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GLIDE(DCA6419) DRAWING. eJ '.AA(3Z,Stot PECK 6lp4 -- B-i"To 1Ci -Dr 5' AS REVISED MAY 2013,MASS AMENDMENT 8301.1.1. 4. ALL LVL BEAMS TO BEAR ON BUI.T UP POST OF A MINIMUM AS LISTED BELOW 2 ENGINEER:LAWRENCE H.OGDEN P.E. CONSULT A REGISTERED DESIGN PROFESSIONAL FOR ITEMS THAT ARE NOT TO 3 LVLS USE 3'7E 3.5",4 LVLS USE 4.5"X 3.5",5 LV'LS USE E'X 3.5"OR ON 198 EAST MAIN STREET .JlfnPioW D7ri 10�-l�to IZ' wrDE A-I eG. INCOMPLIANCE WITH THISGUIDE. GEORGETOWN,MA.01833 .. - ,D&GK PD 6T CONNECTORS Iz'-1" 'ro 14' w oe 4."el POST AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. 978-35RGET,WN.M-502-5921 ReFEa ro FASTEN SIMPSON STROrNG-TIP,ALSO PUBLISHES HELPFUL GUIDES TO DECK BEARING ENDS OF __ 5 ALL BEAMS TO BE BLOCKED]4 5"SOLID EACH SIDE - MA5TE0. TECNIvrcAL BULLErrN 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WTCH Bd NAIS@6"OC.® DEC- LeO 1 CON31'RVCTTON. N\7TG51 I.0.tP R 4 2;z-_'i, 1 RC of><j' Po R r PA J or sr 1=oR PANEL EDGES.gND I2"OC.FOR ALL FRAMING MEt.'IDERS N07 AT PANEL EDGES ; - - - -� I ON pR oce o ua Es ANv OT E R ALL WOOD FRAMING MATERIALS TO BE PRESSURE TREATED. 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH ed NAUS @ 6-OC.@ Pvcv„ esanc.w- p- ;,q.tT T- To Da coaa OzmN:. PRPTF.GTe..p PER REOU REh E.TS ALL EXTERIOR CONNECTIONS TO BR CORROSION PROTECTED. PgF>Q-®GES AND I2"OC.FOR ALL FRAMING NMEFIDERS NOT AT PANEL EDGES. J §IMPAPN AwrD PREz uRG ?B,'CATeV. IrJM 804 SCORNER HON7NO DD� GSATTACHED TOGETHER WITH ISD NAILS @12"OC.OR AS 1 _ RBGgTwGfiDattPVS - OEC V, LEDCvE R. CONTRACTOR TO COORDINATE TYPE OF CORROSION PROTECTION ZROWS GUNNeCHOTq REQUIRED WITH THE TYPE OF PRESSURE TREATED LUMBER SUPPLIED FOR 8. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITHTYPE W OR TYPE S T,BEC '.14& AT,O.. ATE LROGCR CONN..1?HTI11L EXTERIOR FRAMING AND THE CONNECTION MANUPACTUERS SCREWS IN ACCORDANCE WITH ASTM C1002@ I r OC.AND SHALL PENETRATE 2"1- RECOMMENDATIONS _ FRAMINGA.WN.OF S/8" 4� F4g4 HINb AIAD WATERp R'ooP N(e 6N OTHBRS -- S. MIN 1h,Vm 2,-CONN EC1TgM5 "li-B'A4N ° 9.ALLOTHERFRAM`NGTOBE PER THE 8'R.KDITIONOFMASSACHUSETTS STATE eRD of vproc u,Vle55, OTReR,WoeNOPBD ,,.,..R ' v^'A „ BUILDING CODE.ItC2009.FRAMING LUMBER"75 psi,E-1,300-COO Pv .. oNF`AAM,N'(a PPI .S 6R ReouuRGO• w ate 10. ALLJOLSTANDBEAM HANGERSTOBEBYSINOSONSTRONG TIE, pNPgeia DQ514N ^"c ., teat - .DEChC LATEP:AL. L OAy CONN SGT tO. H�,,...,ez).P r=•�...i'.,e o.vm.,. INSTALLATION AND NAILING TO BE PER i'f"" o _w 4v 4• MANUFAORDERA LOWS SUFFICIENT N0.:WeR W µ•vv .- w r. m N Tux r.ve SPECI+�D HARDWARE MAY REQUIRE ~ TP,r•oop srnazn.v xNT''"-" 2.w acs cw„T rc IdEAD TTMEF'ORDELIVERY.USESIMPSOON HUURRICANETHEATTHESUFFTCIENT e o ,.Au✓ ry--.--- ___ _ z •AVE END ��- OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS AND HARDWARE P 2�c^ m • GL FFF TO BE CORROSION PROTECTED PER PRESSURE TREATED LUMBER ~- ° • • -._ w.� e8a u:i P - _ppeR toe MANUFACTURES RECOMMENDATIONS AND SIMPSON STRONG TIE ITh' '7- • • -�.�>z" 04 wlxpvw aAt �'++•"ewes m er- _-ex„ ,r. P n e.neo - Rn rF nor rweu s,Meev.. z ,,.x z.,o L+«er I THE - wa TION RECOMMENDATIONS AND N + RECOMMENDATIONS,OR STAINLESS STEEL. > .� 1.771E CONTRACTOR SNAIL BE RESPONSIBLE TO OBTAIN AND FOLLOW - � � MANUFACTURES 2 s T 4 r.r•'• -.a C �1�rmM1 s� C-INURE'$LATEST BEAMS A ,E 3 M. .. - I AT rtI BEAM HANGLR5 T�--n 3PECIPICATTONS FOR LVL BEAMS NOTES: a O 12. ALLSUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNTNTERUPTED SUPPORT SCRlws TU Ol YnsrlN MASTER'TnDNS LOK A we °L ALL 771E WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. OR,.mr-N EDW SCREWS Q z - .Tt :v, • .,, _�_..:%+.e su ..«..w;: IgTT° '� w t3.BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD ECY.DNAWINGS FOR LF.NaI'R OA SLEE\V M1, ON CENTER EYAMG. '�`°'•""e`'P• s nw TOP w,.,J.a tvs zroeh - I CONDITIONS THAT ARE DIFFERENT THAN DEPICTED to THE ATTENTION OF THE z)ALT.z MWOER LVL DEANS To HAVE M:REW'S j ENO INNER PRIOR TU PROCEEDING WITH CONSTRUCTION. PaoM On SIDE. 14.COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT 3)AI•L 3 OR 4 MRMBER LVI,1EMIS TO IIAVE A MTM ¢" �_,,,•„,: - ,,.°.�.p y �u�.Ka z- c... ova «.oo,. ao.e' c,eTT,,.Lr DRAWINGS INCLUDING SHOP DRAWINGS- SCREWS FROM ONE SIDE ENM H J 15.ALL STEEL COLUMNS.BEAMS AND PLATES TO BE A- OTR..x_e.N(HED ON DRnwwcH 0 5eN5 .v ., i� 8eso'+L pe:rer'e..,,e 36 STEEL, 4)USE I YPE Ot'i('REW SPEDDF DDO NCI' wI _ "e,.. a•n.z.e P",• Tyn evonL u.,..or ° 16.ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT %u TTI In'9 AS e-.ArACMMAY NOT OE 9 ./e''4 A•.o ewLr °'/�n•].'s.+ev pI a.o�.w TNSTALATION MANUAL. MEODA'1P_ O 17.LOADS FIRST FLOOR LL 40 PSF,SECOND FLOOR 30 PSF,DL IS PSF,ROOF GROUND DETAIL OF CONNECTING - 5.+7 RODE RT f. SNOW LO`iD50PSF,DECK LL 40 PSF WIND LOAD TOO MPH.EXPOSURE R. F y'- Z -T� 18.FOUNDATION TO DE CARRIED DOWN TO UNDESTURBED SOIL HAVING A LVL MEMBERS TOGETHER Iy�I T(c _ Section •p, J - z*b era Poor i.LAWRENCE�$OGDEN.P.E. - PET',y. � ' iD- � MDlQu1UM BEARING CAPACITY OF2 TONS/SQ F7 � 'ter :,r y�� '- •eo198 EAST R7PAllV STREET (VOTES _ GEORGETOWN,MA.01833 LAWRENCE H.OGDF.N.PJi. GENERAL NOTES D'-Z 978.332-8318,ceB 978-502-5921 198 EAST MAINGEORST71EFTf 978.i52-8'3G 19 u 978-- 502.5921 LVL CONNECTION DETAI U . n.orc =O:�,,.:F.. -ti-•Tk.:_r e:, GAP.AA•'n / SRAU A/G Dc +-:EO !TMD STDVf%I.Pht /nm avava m/W ' Brp'e a/r Spots D6TA'IEO?, T�IJ55 :. '+_ � FM'D,L IGd a12.OG n sRe023(U or ela cewtea. 'h ..Tal) .»«ixmmrte cxegn siruon o zx Bro.0"p a Re3UPn]- s.. ,,,eine sewn __ u o w nm ro Lint..o-v S/ngla Door PFH n0 Oq 4 ad fw r,n/lP u 6'a.e. • vwn>crwa. 'i ::eE G+Pato✓.DmxD l3J pr Brack Bleekkg I l/or.L-ee sx�mrre� Ppy uirl,Trim r.R,h>pa" SNA�ee,FoF.�:TO aw ab+/Pw../ I dab Rtci b.<t/sd Frgvn as0].IO.I.A, pX Blxhmg s:._. - :%+rfi C 134 _ Comact UyfLlfl!u/N I P� I fa Po.y EIDE rvvght c)b^ng mrN (J)TYBe rwea (1 SGRP_W LF!'.rGTA -_ \\P•n a eT b we®._ _ _. T ...P,iro Pmv ad requ..eH M,r/a svge p troch X) poor. ror"oe mrh - OUTJiDE COPNeP Dr'Mr{- -�'QT�•'a.e. ' r tae»•or 'K;.a 1'4-" \ . � §' ASPS c Ioaz roma E�S 66 1 5/g- C TCO2 - ea roe/mn^a•o.�. ^ 5 i ! In i..Bmch/np mrpmmum pmernrron o/J,B' p!Ho,4vnfol ;3 1 I 11 N 00 w].o.. N�„ "Bet^ eT..prTn-r II -_ tiJ,;ELe � .r e+vA rrn P�/mol ,e..ee nett. M.•I � Q m a..°.,a roos,J'n Jou"� e..ee.amnr, r F stem r .'.n,ee.ryp.J ►•� C � r JF A%+�A /:, - sRvnmrNc �aYi•-r ) rnmlo a r, el�Erg = $ ...er m win r wi hq 4 g +.. c onn`�i6r�i.w..,r h di J P' r ak,Lrae _ _ NeD 24 .b/aea __ m:,e,. fi..,. G 3 cvx.»Frw.e.. 3 � v S Paw rrwT Gad er sAw Q•7 C„) v STnnlrswl eau+r`' e ET. \rE_ PN4EL BRGr+ wI I ,vu- 1 'rj a�r,..w VV y 5 Reozb.a] Iapm mlu max• - - W F O . of 9 r'ex A yu er45e cec. Q r(rpJ (JI- a n h e ret,A L 1N5iDe COP^/@P. DlTArL G S. O _ mrN: lap ar:tts NsrM1 � I yl " � A-4/' p I� 'C z bv!/Bbch+.9 , . e//M.Gbck J•m.� M�1 Note: *Edi t20arAt' ']'�' - - a T. Q Nvn]PnN tteer^nvo n - - - _ ( -w-t, ----- -"i - F cNPSPm Pia!/a/ PP.>pe/a�/du/a• =�vnP.�_� Ito onw ' ?J �• ems/'• l sr�.on s,uo usr..p n. GN'BC�B DOOr w r Flo B '9 Aimless emen,rse°C I BOARo , ~ m rJ/Y'rWee PIM NWwdsys ad h r ,. . �J °1/7eath RegWrement8 rT Z syw•wo to Floor'Frem� to Floor Frain/rel �.c�„/.,, �-�-' vvPem, NMum6. j Zaor.z METHOD GB-GYPSUM WALL PANELS CONSTRUCTION 02�1 e m,® L6d exi 2,`Oc ro rnr.b. COpEDnaATL X37' wrnh eAPT°E Mae/T�d PFNPFN B p ro Npe 0 e-e r e Twnvr rL DDDR PYAMIN6 ELOOTc I rnrr� II,Tn /m Prvte J"a.c DeTk,IS �(p.J .bol _1 rem. lave) Y+�-�: Ri0]/O.JJ IRC Apee Lir n> d m Geroge Door P epa ed ey: °„ I M` E .ij9°�j r� Peroend.i:'.c'.u;•la<.r ree„vna-J 1/ 12'meM.eereovrM.nr nr912s.' m .m Fremlta RDe/Nb4u/ement 4:mn2 11-1 ER DETAIL a ogd PoL9e78.y-5/E0Orxg?-ge5re9s?nmI ng "S"1TL�,."..-^''-•.�s m h.�rn ColndC/�,/.,!!.O,x.r�rmPw•m-/�.r]I i/euL.aJy mw!!+atr!,/One gsv'e'DrorrbSvaTsafc�In`�D e� e - r��` E-roe/%lhogsn+eomeastne! �� R+�de/^+7 Tyle deea/l m eehamee/<, to Floor Firm=g L.Floor Finn,ino NOTE:THIS DRAWINGIS SCHEMATIC FOR THE see Fouxlel/on Plen rot A/en Cd 11 O a r ( PURPOSE OF SHOWING REQUIRED CONNECTIONS WALL BRACING FOR THIS PROJECT IS BASED ON SECTION 602.10 OF THE BTM EDITION l!/ell Pe l ng[ha end lacer/on Co/df/e/OnN!/nJ llarsmrg l.r Broced Doll Panel Additional Connections HS.FRAMING OF THE MASSACHUSETTS STATE BUILDING CODE FOR I&2 FAMILY DWELLINGS. OF&THD&t]'ape JzfA-h<r HO/ea 97690?O/3/ xt]mw,•m SEE PLANS FOR LAYING,DETAILS ' -"- Tar all exterior wnr/s 602.10. I IRCID09 AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO NOT OTHER WALL,BRACING TINTS AND ALL OTHER MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND d/aneCO>'art/rlg.GOAI _ `� ' METHOD CS-WSP STRUCTURAL REQU@EMENT$ LENGTHS OF WALLS AS INDICATED ON THE ARCHITECTURAL DRAWINGS WITH OUT T'-• CONTINUOUS STRUCTURAL PANEL SRBATHING APPROVAL OPTHE 6NGINEER,kS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACINGREQUIREMENTS OF THE CODE ry All other nailing not shown to be -_i-, i ._T-__ a PROJECT. eHBowRo - t I in conformance with Coble R6G23(7) -T pBOJECi,c _ LAWRENCE H.OGDEN.P.E. �^,RA"E oars L of the Mass. Code 8th Edition. LAWRENCE H.OGDEN.P.E. 198 EAST MAIN STREET rr•. -€ 198 EAST MAIN STREET NVALL BRACING V D _ iGEORGETOWN,MA.01833 GEORGETOWN,MA.01833 M'oTH OTa Peet- 978-352-8318,ce11979-502-5921 DETAILS 978-352-8318,ce11978-502-5921 I ■CALF r .._ __. _-_- Jo■ rva. bA Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 333,250.00 m $ - $ 3,999.00 Plumbing Fee $ 499.88 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 499.88 Total fees collected $ 5,098.75 34 Mayflower Drive Lot 4 563-15 on 12/17/14 Single Family home t%ORTH Town of - ..:: to No. * t _ ,� � 2 h % h ver, Mass COC NICHE WICK 1' �A �V S BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System L THIS CERTIFIES THAT k4.1. �..... BUILDING INSPECTOR . .. jf4t .. .. .. ... . ... .... has permission to erect ....... . buildin son . ." .off�r... Foundation .............. .... ..... .•e.... .... ...... Rough to be occupied as .......�1.. . .. �.... . . ws Ailvery .kayoll. ...................................................... Chimney provided that the person acce g this permit shall 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. tooFinal - PERMIT EXPIRES IN 6 M THS ELECTRICAL INSPECTOR UNLESS CONSTRU N S TS Rough Service i ........... . ....... . .............................................. 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. The Commonwealth of Massachusetts Department of IndustrialAccidints Office of Investigations kvi 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): e . Address: /ll �P�7�•Gy e. City/State/Zip:ilyA.4641,0 ow 4i¢ Phone#: F'7$-67*3"3!lP Are you an employer?Check the appropriate bo . Type of oject(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.# Remodeling ship and'have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. workers' comp.insurance. g, ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.❑Roof repairs insurance required.]t employees.[No workers' comp.insurance required.] 13.❑Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. i Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. lam an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. _ Insurance Company Name:. 41WC4<� j d1� 4FiOS .7s - Policy#or Self-ins.Lic.. VeC -S"L0"50�7,ft��'a?D/�� Expiration Date: 9 y�S�" �S Job Site Address:��m ;VX 0Wr/.`1�e City/State/Zip: VD /-114/�,, 04 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as requiredunder 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. I do hereby certtfy under thepains and penalties ofperjury that the information provided above is true and correct. Si ature. L. - Date: 42 A& Phone#: S 0��.307�—flb•�G 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#• 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 contract of hire, 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 apdrtments and who-fp ides 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-.employmeht,be.deeTed to be an"employer." MGL chapter 152,§25.Cf6)a�so;states.#m `tevory state or local licensing agency. 11 w thhold the'issuance or ermit to operate a business or to conlldstruct'6ungs in the commonwealth for any renewal of a license or p 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 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 for 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 affidavii for y&rtt f ll out in the event the Office o£Trrvestigati ni;'has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference n#mber. In-addition an applicant thatiust$uliintinufiti"le 'eimit/license applications in an P p pp y given year,need'only`submit orie'aii%it ulcticating 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 Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate tog ive us a call. The Department's addre8s,.telephone and fax number: . n Yom:: :; The Coxnzxaonwealth.of Massachusetts- -; Department o:fIndustrial Accidents Office of Investigations 600 Washington Street Boston,M.A.02111 Tel,#61.7-727-4900 ext 406 or 1-877:MASSAFE Revised 5-26-05 Fax#617"727.7749 www-mass,govfdia i Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction supei�isor License: CS-075302 I�f ,T I's ��! ,�``` •*» ' BENJAMIN C OSOOOD 69 Old Village Laie ��(3 1 North Andover Na 01.845 Expiration Commissioner 12/04/2016 I V r WORKERS COMPENSATION AND EMPLOYERS LIABILIiYjINSURANCE POLICY - INFOR'MATION,PAGE. Associated Employers-lnsurarrce Company'' 54 Third Avenue, Burlington, Massachusetts 01803,wom (800}.87C�- 765 : NCCI NO 40959 POLICY N0. WCC-500_5007581.-2014 PRIOR NO. I WCC-500-5007581--2013Al ITEM 3 1. The Insured: Key Lime Inc DBA: r,c; Mailing address: 10 Hepatica Drive FEIN:,".';"1218 North Andover,MA 01845 Legal Entity Type: Corporation Other workplaces not shown above: 2. The policy period is from 09/15/2014 to 09/15/2015 12:01 a.m.standard time at the insured's mailing address. 3. A. Workers Compensation Insurance:Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers'Liability Insurance:Part Two of the policy applies-to work.in each state listed in item 3.A. The limits of liability under Part Two are: Bodiiy Injuryby,Aocident, $; 1,000,000 each accident Bodily Inlu"y .Q11seas+e.=$.._ _ 1,000,000 policy limit Bodily Injury by.Disease .$,.�� employee 1,000,000 each _. C. Other States Insurance:i Covera e.R -Endorsement WC'20 03 0813 9 �aced b:Y D. This Policy includes these Endorsements and Schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of'Wules Classifications;Rates and Rating Plans. All information required below is subject to verification and change bylaudit:+z,=! Classificafions------ Premium Basis Rates Code Estimated y Per$100 -- --' Estimated No. Total Annual Of Annus, ; Remuneration Remuneration Premium I INTRA 285896 i INTER SEEI CLASS CODE SCHEDU E i Minimum Premium $575 Total Estimated Annual Premium $4,217 GOV , GOV Deposit Premium $1,086 STATE'CLASS MA ,. 5645 MA Assessment Chg. ----- $3,778.00 x 3.4000% $128 This policy,including all endorsements,is hereby countersigned by �"`"�-'� 07/31/2014 Authorized Signature Date Service Office: M P Roberts Insurance Agency 54 Third Avenue 1060 Osgood Street Burlington MA 01803 North Andover,MA 01845 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, used with Its permisslon.