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Building Permit #189-2017 - 80 MAYFLOWER DRIVE 8/23/2016
BUILDINGPERMI+ o� N�RTN - 1 ,�.i LED 6 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION � Z " o - ��y 7- Date Received 9 " Permit No#: i+ w 2� �SSACHl15E'C Date Issued: Z , l ' IMPORTANT: Applicant must complete all items on this page LOCATION �o 78-� C90 pec'y� PrintC�eZ UV PROPERTY OWNER K_@7 :m g Twc Print 100 Year Structure yes no MAP 07,3 PARCEL:��ZONING DISTRICT: k/R Historic District yes no Machine Shop Village yes. no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building ❑ O e family ❑ Addition Wwo or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District ❑ Water/Sewer DESCRIPTION OF WORK TP BE PERFORMED: o-me_ . i die -t�mv.,�*- .'o w�S o gf 19L.Le0 v/t,Dp32 laf? - aolco Identification- Please Type or Print Clearly OWNER: Name: eesl k:41ey 1-sic Phone: 5 78 GzF8-S/(P3 Address: /0 e :c h l oyes g W 14 of ns' Contractor Name:n,!2*,, 4 C.C.G_,,poA Phone: ht(P30 Email: /V T— Address: &!2 eVd r,:Z1*�e L&ne, miS4s' .I Supervisor's Construction License: G 5 07530a-. Exp. Date: Id- /'/1,7 m t (,,r Home Improvement License: Exp. Date: ARCH ITECT/ENGINEEReL#vt ertice, tl-bevl Q- Phone: 97(6-50a- - S5 SL( Address: (M4 Reg. No. FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ om 00.0 FEE: $ �— Check No.: r7-:7-94' Receipt No.: NOTE: Persons contracts with u gistered contractor do.not have ss to t uaranty fund J Plans Submitted ❑ Plans Waived'❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWER GE 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 /PLANNING DEVELOPMENT Reviewed On 17 I6 Signature_ I COMMENTS- Ree , Snn�,,l� Sv�r�M �u„ted CONSERVATION Reviewed on oko Signature COMMENTSrk,�, HEALTH Reviewed on Signature COMMENTS (NO G � b Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Oater& Sewer Con nection/si nature& Date Driveway D ewa Permit .>LPW Town Engineer: Signature: - �- 01 Located 384 Osgood Street FIRE�DEPAR�TiMENT Temp:Dumpster o.n,ste ,yes_ _ noa f Locatediat o12,4�Main.Street Fi:re•Department.signature%date _ o COMML-NTS __ _ 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) L] Notified for pickup Call Email Date Time Contact Name = Doc.Building Pennit 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 OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks Building Permit Application Certified Surveyed Plot Plan Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses Copy Of Contract Floor/Cross Section/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) Building Permit Application 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 2012 IECC Energy code Engineering Affidavits for Engineered products OTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg. Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doe:Building Permit Revised 2014 i Location No. 1 � F `f Date . - TOWN OF NORTH ANDOVER Certificate of Occupancy $ yo • Building/Frame Permit Fee $ 45�p� Foundation Permit Fee $ Other Permit Fee $ TOTAL Check# � � > ��' Building Inspector 6/19/2017 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number: 189-2017 Date: June 19, 2017 CO Permit Number: 26065 THIS CERTIFIES THAT THE BUILDING LOCATED ON: 80 Mayflower Drive MAY BE OCCUPIED AS new house IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Keylime Inc Building Inspector 0" a This is an e-permit.To learn more,scan this barcode or visit northandoverma.viewpointcloud.com/#/records/26065 1/1 own o ? _ ndover -�/ 6 , . O N+ h ver, Mass, 40 ^ coc"u"tW0C �1' —z-7 �— S U BOARD OF HEALTH Food/Kitchen P E MIT T D Septic System THIS CERTIFIES THAT ..........je—65.....L.. � �N • BUILDING INSPECTOR p g '#�.. ..� . ��� OW19AW Foundation has permission to erect .......................... buildings ........ .. .. ,,,, (� Rough to be occupied as ... �;r4lj, � .. .. ��_lei ......................................................................... Chimney 9f' P'vv1 provided that the person accepting this permit shall in every respect conform to the terms of the application Final 00%Svl / D on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and 4 Construction of Buildings in the Town of North Andover. LUMB/ING INSPE o " //I� t� VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough U PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPIkTOR UNLESS CONS TIORI Roy �.�� C���� 11 , z. -S ,. Service oAM/Z' 1-5 i BUILDING INS ECT R GAS 1 SPECTOR Occupancy Permit Required to Occupy Buildinz Rough S / 1 Display in a Conspicuous Place on the Premises — Do Not Remove Fina ,e.s� No Lathing or Dry Wall To Be Done FIRE DEPAR44ENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det? I� O , Hoene Energy Rating Certificate Property HERS Key Lime,Inc-Ben Osgood Rating Type: Confirmed Certified Energy Rater: Steve Weglarz 78 Mayflower Dr,duplex Left Rating Date: 5/5/2017 Rating Number: ABA6422 North Andover,MA 01845 Registry ID: 792418553 __ Estimated Annual Energy Cost HERS Index: 57 U5e MMBtu cost Percent Heating 18.5 $999 35% General Information Cooling 5.2 $102 4% Conditioned Area 1936 sq.ft. House Type Duplex,single unit Hot Water 9.9 $527 18% Conditioned Volume 17371 cubic ft. Foundation Conditioned basement Lights/Appliances 21.0 $1153 40% Bedrooms 3 Photovoltaics _0.0 $_0 -0% Service Charges $72 3% Mechanical Systems Features I Total 54.6 $2854 100% Heating: Fuel-fired air distribution,Propane,%.1 AFUE. Water Heating: Conventional,Propane,0.67 EF,40.0 Gal. Criteria Cooling: Air conditioner,Electric,13.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. Ventilation System Exhaust Only:54 cfm,12.0 watts. 2016 MA Residential New Construction-Tier 2' Programmable Thermostat Heat=Yes;Cool=Yes MA Base Code HERS Rating Performance requirement' Building Shell Features 'Compliance is determined by the rater. Ceiling Rat R-44.8 Slab R-0.0 Edge,R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value:0.300,SHGC:0.290 Above Grade Watts R-23.0 Infiltration Rate Htg:805 Ctg:805 CFM50 Foundation Walls R-20.0 Method Blower door test — Lights and Appliance Features ---- —� Advanced Building Analysis LLC Percent Interior Lighting 100.00 2 Woodtawn St. Range/Oven Fuel Propane Amesbury MA 01913 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator(kWh/yr) 691 603 502-1914 Clothes Dryer ff 3.01 Dishwasher(kWh/yr) 270 Ceiling Fan(cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings.O 1985-2016 Noresco,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. j ro Lauf1 er's Affidavit Property Organization HERS Key Lime, Inc- Ben Osgood Advanced Building Analysis LLC Confirmed 78 Mayflower Dr, duplex Left 978-270-3911 5/5/2017 North Andover,MA 01845 Steve Weglarz Rating No:ABA6422 508-328-4630 RateriD:1225336 Builder Weather:North Andover,MA Key Lime, Inc-Ben Osgood 78 Mayflower Drive duplex Left 78 Mayflower Dr C.blg Old Salem Village 978-683-3163 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 dor'implied, from the HERS Provider or Rater as to this New Home. Builder's Signature- - L Date: t.L� HERS Index:57 Rating Reason: Confirmed Rater's Si1nature: b I` I Date: / v REM/Rate-Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. RESNET Home Energy Rating g Standard Dlscosure For home located at: 78 Mayflower Dr, duplex Left City: North Andover State: MA 1. J he Rater or 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 sates or construction personnel E. Other(specify below) 3. (—( The Rater or Rater's employer is: u A. The setter of this home or their agent B. The mortgagor for some portion of the financial 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 Raters 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 L I Employer 11 Air sealing of envelope or duct systems Rater _I Employer Windows or window shading systems Rater W Employer Rater EmployerRater Em to er Rater Employer P Y Energy efficient appliances _ Rater Employer Construction (builder, developer,construction contractor, etc. Rater Employer Rater Employer � Rater Employer Other(specify below): Rater _ Employer Rater Employer I 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_Industry_National_HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Steve Weglarz Rater's Printed Name -- 1225336 Certification# Rater' Si nature — — — —.—_ _ June 08, 2017 Date REM/Rate-Residential Energy Analysis and Rating Software v14.6.4 RESNET Form 0300-2 This information does not constitute any warranty of energy cost or savings. ©1985-2016 Noresco, Boulder, Colorado. 4 6/19/2017 ate' CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number-: 189-2017 Date: June 19, 2017 CO Permit Number: 26063 THIS CERTIFIES THAT THE BUILDING LOCATED ON: 78 Mayflower Drive MAY BE OCCUPIED AS new house IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Key Lime Builders i I Building Inspector This is an e-permit.To learn more,scan this barcode or visit northandoverma.viewpointcloud.com/#/records/26063 I• 0 1 i 1/1 �ORTOy own o A., aAndover,� 2"3 h ver, Mass, 40 Z -7 ZVZ6 ERMIP T T L D BOARD OF HEALTH Food/Kitchen Septic System THIS CERTIFIES THAT • BUILDING INSPECTOR has permission to erect .. buildings on ...... 278 Al..��•.AtA!%fA#WNA. Foundation ........................ ////_ or `• ,T ... Rough & I A/;-9 to be occupied as .../. 4�,�� ��-��':�I� �'� ....... .. .. .�....................................................................... Chimney 9f ����'1 provided that the person accepting this permit shall in every respect conform to the terms of the application 'R s�J 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 o Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. z Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSP OR UNLESS CONST TION ������ 0% ( 2. 2 3 !� � Service 7 .. ..... .... .....CCi ... Q� c�BUILDING INS R Jas GAS I SPECTOR Occupancy Permit Required to Occupy Building Rough s a r: S 1 Display in a Conspicuous Place on the Premises — Do Not Remove Fina ,�� No Lathing or Dry Wall To Be Done FIRE DEPAR ENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. Property Home Energy Rating Certificate HERS Key Lime,Inc-Ben Osgood Rating Type: Confirmed Certified Energy Rater. Steve Weglarz 80 Mayflower Dr,duplex Right Rating Date: 5/5/2017 Rating Number: ABA6422 North Andover,AAA 01845 Registry ID: 838870550 Estimated Annual Energy Cost HERS Index: 56 Use MMBtu Cost Percent Heating 18.3 $986 35% General Information Cooling 5.1 $101 4% Conditioned Area 1936 sq.ft. House Type Duplex,single unit Hot Water 9.9 $527 19% Conditioned Volume 17371 cubic ft. Foundation Conditioned basement Lights/Appliances 21.0 Bedrooms 3 $1153 41% Photovoltaics -0.0 $-0 -0% Service Charges $72 3% Mechanical Systems Features Total 54.3 $2840 100% Heating: Fuet-fired air distribution.Propane,96.1 AFUE. Water Heating: Conventional,Propane,0.67 EF,40.0 Gal. Criteria Cooling: Air conditioner,Electric,13.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25. , Ventilation System Exhaust Only:51 cfm,12.0 watts. 2016 MA Residential New Construction-Tier 2' Programmable Thermostat Heat=Yes;Cool=Yes MA Base Code HERS Rating Performance requirement' Building Shell Features 'Compliance is determined by the rater. Ceiling Flat R-44.8 Slab R-0.0 Edge,R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value:0.300,SHGC:0.290 Above Grade Watts R-23.0 Infiltration Rate Htg:745 Clg:745 CFM50 Foundation Walls R-20.0 Method Blower door test _ Lights and Appliance Features Advanced Building Analysis LLC Percent Interior Lighting 100.002 Woodlawn St. Range/Oven Fuel Propane Amesbury MA 01913 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator(kWh/yr) 691 Cl603 502-1914 Clothes Dryer EF 3.01 Dishwasher(kWh/yr) 270 Ceiling Fan(cfm/Watt) 0.00 Certified Energy Rater- REM/Rate-Residential Energy Analysis and Rating Software v14.6.4 .2016 Norelco,Boulder,Colorado. This information does not constitute any warranty of energy cost or savings.01985 The Home Energy Rating Standard Disclosure for this home is available from the rating provider. a uuffder's Affldavft Property Organization HERS Key Lime, Inc- Ben Osgood Advanced Building Analysis LLC Confirmed 80 Mayflower Dr, duplex Right 978-270-3911 5/5/2017 North Andover,MA 01845 Steve Weglarz Rating No:ABA6422 508-328-4630 RaterID:1225336 Builder Weather:North Andover,MA Key Lime, Inc- Ben Osgood 80 Mayflower Drive duplex Right 80 Mayflower Dr C.blg Old Salem Village 978-683-3163 IMPORTANT NOTICE TO BUILDER Builder affirms in this affidavit that at[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 Providers and/or Raters 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 Builders interest. There is no GUARANTEE or WARRANTY`expressed or implied,from the HERS Provider or Rater as to this New Home. Builders Signature: r Date: HERS Index: 56 Rating Reason: Confirmed Raters Signature: Date: 6 �-7 REM/Rate-Residential Energy Analysis and Rating Software v14.6.4 This information does not constitute any warranty of energy cost or savings. 01985-2016 Noresco, Boulder, Colorado. i RESNET Home Energy Rating Standard Disclosure For home located at: 80 Mayflower Dr, duplex Right City: North Andover State: MA 1. The Rater or 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 E. Other(specify below) 3. [] The Rater or Ratees employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home t 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: HVAC Systems Installed in this home by: OR is in the business of.Thermal Insulation Systems Rater Employer Rater Employer Air seating of envelope or duct systems Rater Employer Rater Employer— Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Rater Em er Construction (builder, developer, construction contractor, etc.) Rater Employer Rater Employer Other(specify below): P y Rater Employer Rater Employer Rater Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider 1 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_Industry_National_HERS Standards.pdf. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Steve Weglarz Rater's Printed Name —_-- 1225336 Certification# Rate4' n —'-- _ June 08, 2017 Date ---_—.— REM/Rate-Residential Energy Analysis and Rating Software v14.6.4 RESNET Form 0300-2 This information does not constitute any warranty of energy cost or savings. r ©1985-2016 Noresco, Boulder, Colorado. • 4 [,ISTING CDING 16 0000, 0000, TIG TING LqUlLG a+� . 'IOSTING - o D / ILDING 1 o ooe iultiq 7o�� � - • Zo►� -.0000, ' .' �/STING � . . - • i CE. /5NDA TION - FOU -- UNIT 11112 0 ETAIL) /® 7 30 / .01 Sla 77 j / o • o .�;LO roper' dn- CA Af f \�9s / oll ✓fid. � � ' / (. Plans Submitted ❑ Plans Waived❑ Certified Plot Plan ❑ Stamped Plans ❑ [Public YPE OF SEWERAGE DISPOf-L Sewer Tanning/Massage/Body.Art flO Swimming Pools ❑ Well Tobacco Sales El - Food Packaging/Sales ElPxivate(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF e U FORM PLANNING DEVELOPMENT Reviewed On-.. 116. Signature_ 1 -~ COMMENTS ges, �nrw>v+LIQ 5.1STn �� G /CONSERVATION Reviewed on Signature COMMENTS Pz a -------- HEALTH . Reviewed on Signature COMMENTS N Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/si nature Date ! 9 / Driveway Permit �i DPW Town Engineer: signature: FIRE DEP _ _ Located 384 Osgood Street _t AR�TMENT' - Teirmp)Dumpster aon;site- ,yes t Locatedtat;124�MainStreetoe - - }Fire of si - gnature/date T s ,- %Ale COMMENTS - � �.10RTFLI Town of t 6Andover No. 9 � All - 1 * oLwK, h ver, Mass, 0 Z' jam! COCMIC"NWIC.[ �1• S U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System THIS CERTIFIES THAT .........14-6.Z.:....�,r�...... �i ° BUILDING INSPECTOR � . �.V,.At#�fA��A.4W Foundation has permission to erect .......................... buildings on ........ .. 'I � ' t /♦ Z Rough to be occupied as ... �r .........•............................................................ chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR- UNLESS CONST TION Rough Service .. . . ..... ..... .......... .... Final BUILDING INS ECT R 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. nome Energy RaMng Cerdficate Property HERS Key Lime, Inc - Ben Osgood Rating Type: Projected Rating Certified Energy Rater: Steve Weglarz 80 Mayflower Dr, duplex Right Rating Date: 8/17/2016 Rating Number: TBD North Andover, MA 01845 Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost HERS Index: 56 Use MMBtu Cost Percent Heating 18.2 $990 39% Generallnformation Cooling 5.1 $102 4% Conditioned Area 1497 sq. ft. House Type Duplex, single unit Hot Water 3.0 $335 13% Conditioned Volume 12288 cubic ft. Foundation Unconditioned basement Lights/Appliances 18.5 $1013 40% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $72 3% Mechanical Systems Features Total 44.9 $2512 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Water Heating: Instant water heater, Propane, 0.97 EF, 0.0 Gal. Criteria Cooling: Air conditioner, Electric, 13.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 59.00 CFM25. Ventilation System Exhaust Only: 29 cfm, 12.0 watts. 2012 IECC Duct Leakage Requirement" Programmable Thermostat Heat=Yes; Cool=Yes 2012 IECC Requirement - Infiltration < 3ACH50" 2012 IECC Whole House Ventilation Requirement" Building Shell Features MA Base Code HERS Rating Performance requirement" Ceiling Flat R-40.1 Slab None " Compliance is determined by the rater. Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.290 Above Grade Walls R-23.0 Infiltration Rate Htg: 2.90 Clg: 2.90 ACH50 Foundation Walls R-0.0 Method Blower door test Advanced Building Analysis, LLC 2 Woodlawn St. Lights and Appliance Features Amesbury, MA 01913 Percent Interior Lighting 91.00 Range/Oven Fuel Propane 603 502-1914 Percent Garage Lighting 80.00 Clothes Dryer Fuel Electric www.advancedbuitdinganatysis.com Refrigerator (kWh/yr) 691 Clothes Dryer EF 3.01 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REWRate- Residential Energy Analysis and Rating Software v14.6.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Home Energy RaUng Cerdficate Property HERS Key Lime, Inc - Ben Osgood Rating Type: Projected Rating Certified Energy Rater: Steve Weglarz 78 Mayflower Dr, duplex Left Rating Date: 8/17/2016 Rating Number: TBD North Andover, MA 01845 Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 55 Heating 18.4 $996 40% General Information Cooling 4.9 $97 4% Conditioned Area 1497 sq. ft. House Type Duplex, single unit Hot Water 3.0 $335 13% Conditioned Volume 12288 cubic ft. Foundation Unconditioned basement Lights/Appliances 18.5 $1013 40% Bedrooms 2 Photovoltaics -0.0 $-0 -0% Service Charges $72 3% Mechanical Systems Features Total 44.8 $2514 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Water Heating: Instant water heater, Propane, 0.97 EF, 0.0 Gat. Criteria Cooling: Air conditioner, Electric, 13.0 SEER. This home meets or exceeds the minimum criteria for the following: * Duct Leakage to Outside 59.00 CFM25. Ventilation System Exhaust Only: 29 cfm, 12.0 watts. 2012 IECC Duct Leakage Requirement* Programmable Thermostat Heat=Yes; Cool=Yes 2012 IECC Requirement - Infiltration < 3ACH50* 2012 IECC Whole House Ventilation Requirement* Building Shell Features MA Base Code HERS Rating Performance requirement* Ceiling Flat R-40.1 Stab None * Compliance is determined by the rater. Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.290 Above Grade Walls R-23.0 Infiltration Rate Htg: 2.90 Ctg: 2.90 ACH50 Foundation Watts R-0.0 Method Blower door test Advanced Building Analysis, LLC 2 Woodlawn St. Lights and Appliance Features Amesbury, MA 01913 Percent Interior Lighting 91.00 Range/Oven Fuel Propane 603 502-1914 Percent Garage Lighting 80.00 Clothes Dryer Fuel Electric www.advancedbuitdinganalysis.com Refrigerator (kWh/yr) 691 Clothes Dryer EF 3.01 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: tj�0, REM/Rate- Residential Energy Analysis and Rating Software v14.6.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company 54 Third Avenue, Burlington, Massachusetts 01803-0970 (800)876-2765 NCCI NO 40959 POLICY NO. WCC-500-5007581-2015A PRIOR NO. WCC-500-5007581-2014A ITEM 1. The Insured: Key Lime Inc DBA: 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 09/15/2015 to 09/15/2016 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: Bodily Injury by Accident $ 1,000,000 each accident Bodily Injury by Disease $ 1,000,000 policy limit Bodily Injury by Disease $ 1,000,000 each employee C. Other States Insurance: Coverage Replaced by Endorsement WC 20 03 06 B D. This Policy includes these Endorsements and Schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules,Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. 1 Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium I INTRA 285896 INTER SEE CLASS CODE SCHEDU E Minimum Premium $575 Total Estimated Annual Premium $575 GOV GOV Deposit Premium $578 STATEt CLASS MA 5645 1 State Assessments/Surcharges $48.00 x 5.7500% $3 �5-,1�' This policy, includingall endorsements is hereby countersigned gned by .... 07/30/2015 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 permission. : The Commonwealth of Massachusetts z f Department of Industrial Accidents i :d I Congress Street,Suite 100 Boston,MA 02114-2017 www mass gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual): KG +h,ia , Address: / m /leY%kc g. 4>e► y 11- City/State/Zip: 1City/State/Zip: Phone#: Are you an employer?Check the appropriate box: Type of roject(required): 1.❑I am.a.employer with employees(full and/or part-time).* 7. New construction 2.❑I am a sole proprietor.or partnership and have no employees working for me in 8. 0 Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑Demolition 3.Q I am a homeowner doing all work myself.[No workers'compAnsurance required.]t 10 F1 Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12.0 Plumbing repairs or additions 5.QI am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13. Roof Tepairs These sub-contractors have employees and have workers'comp.insurance.t 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.Q Other 152,§1(4),and we have no.employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. T Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must-attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer Mat is providing workers'compensation insurance for my employees.' Below is the policy and job site information. f _ Insurance Company Name: �56�c►�T�9 C H1 PL� C�Q.S X(Js:vEi¢h G e Ccs Policy#or Self-ins.Lie.#: wGG`SOD^.�Dd;'�51�3(—o��!�/� Expiration Date: /: d Job Site Address:��$r c�JC7014 t( ko-o e,2 City/State/Zip: r194t1ne, 41 14 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains andpenalties ofperjury that the information provided above is true and correct. Si nature. L Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 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 apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall. enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill-out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub=contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no 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 Ihdustrial 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' compensatioii'policy,please call the Department at the number listed below. Self-insured companies should'enter their self-insurance license number on the appropriate line. - City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Department's address,telephone'and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street, Suite 100 Boston,MA 02114-2017 Tel. # 617-727-4900 ext. 7406 or 1-877-MASSAFE Fax#617-727-7749 Revised 02-23-15 www.mass.gov/dia Massachusetts -Department of Public Safety Board of Building Regulations and Standar s Construction supen-isor License: CS-075302 BENJAMW C OSOOO 69 Old Village Lade ° !(rr North Andover WA of' �- Expiration Commissioner. 12/04/2016 ._.�,..»,,.,t...._•.:.k,..y':_.!.-.;.i:..A._._!....;._r.:.»: II ' . : z.T _.i.I.. !.;'..i...Y.!.; ;r :.. :rA , i !a........ _....-i.�...., ^.i i.Ti.... -r.:•r'- , .,..,..:._..... T, " !: T'T !_ri�.'.'_..ti..:_'•.T•1 T.,�j.:..Yl. ..:._,..l.rn...A._,._..._. ......M...». .. y r _!Y..:�_:.A..i...T.i.......1...._ - y i itT k o - - : ......._,......... I ............,. ...k... ! : ..__ IL. : , ji r ^_.. _.:.....A..!._!. . . ! !i tr :. :? _ ._ . t ..A.. nT. ..:.....1-! :.:!..i: r . . ,.1.._.......t. 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Exte/ror Bearing WO// Headers - Maximo Spans at stud rim to first Joist , i Table 8502 . 5 (1) See Plans and Sections ' ' (round ;,rtoty Building dth for Hurn/cone Clips ed toe nvne s 6,oo Load 50 ;asf and Ceiling Rafter -"--'------- �•��r, eaA�p 2O, ZS 36, connections. $14ALL Gvn,FQp,,% ! �Jperb/oak B/aek/ /ze an NJ o A5Tm ng NJ S on NJ c 13 R Cormect ory-[ty Toe Nal/ ScRew aervGytl _ _ 7awore / .. .. 2-�X 5=ft" 2 �2" 2 4-7" (3) - 8d nol/s 'lt'a8 1 '/q ,r " o�"o p� aenti' - Support/n " 2 „ .. 9 2-•2xfQ 7=3" 2 � 3 2 5'-7" 2X Blockin 5/g b s 1 5�8 C�ppZ Roof 2-2x12" 8-5" 2 7=-3" 2 6-6" 2 per block (typ.) 9 tad roe„ails 61 o o. I Ce 3-2x8 �7�5" 1 6'-5" 2 5'-6 2 (3) - 8d nails 6" o.c. rtyp� 9 3-2x10 3�-J" r 710" 2 T-p" 3-2x12 f0N7 2 9=2" 2 8-2" 2 Note: tr ' 2 ✓o/at , x Blocking T Connect Drywall with __. ' ,ype W or S screws ® 12" o.c. - DQ�16LE Supporting 2-2x8 5' 2" ' 2 4=6" 2 4-0" at H()i°-%2OP1 ttal per ASTM C 1002 with o c�-�d Na/le gt,�caeac Roof, 2_2x10 �!¢" 5 -6" 2 5'-0" 2 minimum penetration of 518" avert'tb° ;y� !` Ceiling & 2-2x12 r s7-4" 6 -5" 2 �lcl4'CJtfl%17g clD%/7t (tip.) �"�'/� _ 'e�k,,,q �to��zil. One Center " " " 3 ✓o/et or 3-2x8 6--5 2 5-8 2 5-1 2 All Horizontal Sheathing Joints under �Stun•5 B ati g 3-2.r1Cf 7=1/� 2 l��`ft" 2 6'-3� 2 to be nailed with 8d nails 0 6' O.C. � - /rota or 4�Lix�ctic to Blocking unless otherwise 2X Blocking 16" o.c. ed na/!o-2 v2"x o./p° f�R/on 2 '2 9-2 2 6� 1 2 7=3' 2 of stud rim to first Joist !' 'mor Hated on Framing Plans lr�'�ane-3 tr!^x.o./sti": ' ""a// RBG1�rtaEp, _ _�y wNeti Support/ng 2-2x8 4-= 7" 1 4=0"a,. 2 ,�-8" Roof a Connect Wall & Roof Sheathing r�ippt.is. r`2-2x10 5-8" 2 4=11" `>.2 4'-5" 3 with 8d nails ® 6" o.a Joist - �aoiki�o ,t Ceiling & r' 2-2x12 fi-6" 2 5=-g" 3:, " 3 Two Centel 3-2x8 5'-•9" 2 5-1" 2 4=7" at pane/ edges and Pa—rallel RkoEa2•�a Bearin r 3-2x10 7'-1" 2 6=2" 2 �5-7" 2 12" o.c. in the interiors. _ Per Etndlcul�r �stc ,ana 2 to Poor Prt�min Hoo 3-2x/2 8=2" 2 7'-2" 2 �=5" 3 Alternate Attachment — A to F/obr Fresmincr 16 ,9a• 1 3/4" staples (3) - 16d nails 9 16" o.c. ETROD G.&GYPSUM[VViILI P !� ;IVJ = Number of Jack $tads su at 3'O.C. at panel edges of Bracewall into PANELS CONSTRUC1TUN pport/ng each e p and 6" o.c. at interiors Joist/Blocking { 8d Toe Moll @ 6" o.c. / -- Rim Joist to Platet O.C. acin (�') 2X BJocking ® f6" o.c. / 1/2 1 at stud rim to first Joist > - Hurn'cone clip lRoof Simpson H2.5A 2nd side /f req'd 1/4" Shrinkage X Rofter on inside `� �'"°" Gap (min, ) Joist - 8d Toa Nail Q' 6' o.c. 2 # 6 I I 3/4" Sheathing Jaist to Plate Blocking ON.) � n p 7" a �� Fdsc/a M LUS Hangar � 0 1/2"dla. A307 Anchor Bolt with Soffit Double Shear Sfropping nut and washer. 3 1/2"min._12' max Q.C. n from end and max. 6-0" ox each plate 0.C, r, "' paainq Spacing L Be ant Wallboard N ar as shown on the drawings. "O( l�.()A,,T aA t., °4° fi Mlnlmum 2 Bolts o a __ ,a per Wall PJoto. e tandar��' Soffit side If req'd> Rush l�rOMed Beom C •�� �{ t2. t l C 8d nails - 2 1/2"x 0.113" Q..:0 O 16d Halls - 3 1/2"x 0135" C - a � p 7" �?�'a Icy '1 U � Braced Wal/ Pane! FV Zj 4 Additional Connections for - I I. . �` a L 0/1 exterior walls 602.10. Continuous Structural Pone/ ® O �. Sheathing Method CS—WSP 2-YFlra Mocking 40.1 F`� All other na//ing not shown Nofos; TF�J4Al E�6��a to be in conformance with °---�2x&*or✓alst 1. tScreWs to be: Fasten Master Truss Lok. See drawings INV L table R602.3 (1) of the for length of screw and on center spoc/ng. Mass. Code 8th Edition Center Beam 2. All 2 member L krL Beams to have screws from one side. J. All 3 or 4 member L 14 Beams to have screws from both (2) - Loysrs 7/2•' rype-x sides unless athenv/se noted on the drove/ngs. wo/tboord wrap around 4. 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March 25, 2016 978—902-0131 ft _ Stole opplies for 11x17 drawing E—moil.• olonfdrofting.com ,C ,„ Heoder to emend c b aver all Pane/ 3 _ aver E - 16d Connect Sheathing to Connect Plate to Header with b'd nails Sinkers Stud Header w/th 2 rows In 3" o.a Grid as shown ry F ry to Header .three 2 x 12 Basement Girder - Max. Lolly Column Spacf 10d Halls 12" o.c. , - �- Sheathing edges �' '� ( with continuous beoring wa//(sf abor - robe R502 . 5 (2) d!Re:rrc ntlll •'� 1•: 7 y �+• 1• a o• p 9•a .e o•}• - ..�•-, '1 Yl a A"(. O q. .}, o, a 4• •A..p V• BuIlding Wid JL;{. � ''^5"'" 28' 30 b y•a O p••}•p• .7 2A/' r i 77pp . kn[4it•T � t 't. - ^z,.• "1' b e e•yO O.. .. w aet Simpson L'�,'",�¢ 5#io 43,,•ass• } ,� Supporting " at each end f p 3 rows 8dnods( ) or ai -. � Roar 10""2 9�-�1(�' -�"� g�2" 8-f0" 8=6" 7'-f0" on inside face o�wal/g ® 12"'o.c. t y + Supporting �'� a�, ^�° 57RA,P TO 'i p(� �'� n o,� 4 � Two Floors ;x�''�" 6'-11" 6-9 6-6- 6-p^ ori 7" y o r %- Connect Plate to Header II ii m o � " Three ?loots 5`8 5 with 2 rows 16d Sinker . Sheathing Splice 11 11 N0i19 o3O.C. loco Mon 3d F q� Blocking for sheathing 11� 11 ° c gplca131N01aEnd Walloon C O tr O b 4' above top Of II b O O p+?cm,mnana,& a w a"" �a foundation. Connect Bd Noi/s-A/l Studs, b q - f__._......_.,.._............._........•.,.........•,.. ,.._...............,.•,,..... o° a h with (3) - >6d Sinker Nal/s Pates, S+Y/s Br - 1 0" 6' 0" Ead W Id1lalYon dlloWaMa ioM140n toddt •rn f attTEndpltlrnatlDP+SP/6PF/HE} C� Blocking ® 3" a.c. ,. bl U °'r (max. (max.) + Madelp0. f.,.._._,....,..................... ........•.....,.,_...._....•... d y 6 T_ ................._.,._......,.._......I Connect Studs with 2 rows j......� ............................_._........_....°"...........I,......._,e�.. . I o 10d naris 0 4 a c II II " SrHD+c + 11 eSa; a 1, +tA'IGt,G6Ti ai 1:.0d¢A fiCJrNp Pfi%M1}U:P A:nnytR 2.bnaAb Isa#"xx breah:Goyp+7 2,M a:rn:J:plau tart MirtGGtls ,,, k$b nP:p17,y f{'^wY mol, :IIA:,J NPA'I Ina.'CJI„IC;lS aWn(n �. 3 f!Y U!i!ICtS!n1Ui I.'LINIIiltlY•1(1151!'�•s5la InNtlk^M.(Cly?h _.--_..,.�,--._/ — IG LL`i Pn w�92. - Anchor Bots w L- d.�K..THnlar,EJ�bWteY,o Iea:i;,tp.br2:em:r, with 2"X2 x3/16" Wosher P/o#e �p 1/2" d/a. (min.) A.307 steel nuasad b 4iW An .��_ lX G"I"�O 'tE+n+abla avQt G'sn saD,'o am kds,efcads. _ AJ07 Bolts, 7" embed, (min.) ``�" £'''"' '"` anchors bolts with a mfnfmum F'fQ81uy-idfp,(i�.�$aMl.'I:t a°{Mid:D Dl 9:N?+PAJ Ia?d+Y1, embedment of 7" Into 1`aundOtipn, Rewtlnat e>.x.atwnpru.r6m dx W[?s+I:tsdv nna k+nrKu;;n;,. PreSCrip#iue DeSJgn 'g7- [Based / /RC 2009 2 bolts (min-) per st//plate, Portal Frome ,-4" 4"min, and 12 Max. from eoch Simpson SND 14 Strap Tie Section R602 Coadinote with Gara e ®nd of the sl//plate section. Hold Down at each end (min.) Door rough opening - of wall panels (typ.) See r;oroge Door (rnin.) 1?/"Embed. (min.) in Conc. Sheathing Cs�! ®moor ' , & L7 p requirements �f C,3'�1'l,P7C�' .X�1�®t,�/®l��' ��qL../9P-�'I�I e/�t�' Anchor�®Anchor (�/t . a � ' O 1 - #4 Rebar within 12"of Solid wt Tap of Walt 2x Bottom Plate Blocking Lally column cop 2x Bond Joist 2x floor Floor Rlm 1 - 4 Rebar Lally Simpsom LCC 'Joist ,foist ,,/o/st '# co/umn I or equal ® Mid-Height Anchor Bolts SI/.' 1-2,Y6 p,�, Q , Lolly bottom &base q� 1-2x6 kA p/ote embedded in concrete slob onCre to W/S%// ,S'epler - Foundation c 2'-0" (max) o a 'StOnd®r~d Sil! Lolly �o/�ara�n Can the ver--Sl/ .. W10 R404 . 1 . 2 (1) De tail ®e to>/ fbundction � ,asa,arF Reinforcing 9AsG a y FridoY, Mcg•y 13, 2016 0 97766 4 Capyr+ghP-Colmra/O,nfthg AB fNghts Reserwad Colonio1 Draftin 9716 -90 rno/�' alan�cdrafting.cam 75'-6" 20'-10" 1'-0" 20'-10" 5'-0° -- - 5'-6" 5'-6" - 5'-0" 10'-4„ -__-_-_-_-_--__-_- Precast _-_--_-_----- Concrete -- - U p Bulkhead P ----- 1v---o--_-_--___•-_ -------------------------- ---__-- -- -_ _-__---- _- -----__- , -_ ----- -------- ------------------------------ -------_--------------------------- •D d > d 'D d d 'p d � > �' a o v• ---------------'------------- -----_ D --------_-'------_---_- 3-0 -- d d �-O" - --- - -_-_ • •--- ------- ---------------------------------- ------ 1 1 �----- .--------------------------- ; ' ' 1 '•0 i Install Passiv>' i 1 1 r—•�--�, D'• 1 •e 1 I 1 Install Passive , , ' ,• 1 Rodon Mitigation i Radon Miti otion ( ' ' 1 1 System g System — 1 4 1 1 1 'Q 1 {; 0 1 c 1 ' 1 1 • 1 O I � 1 ° , a , e, , I i I 1 •'a 1� 11 1 3 ' •, � ' ° i Nei ib Ol ' 21. Q 1 C a ; 5'-0" 5'-0" 5'-0" 4•-9„ 3..� 3, 4,-9,. 5,-0„ 5'-0" 5'_0" 1- 1 1 •' 1 1 ( �' 1 1 1 ' 1 I I I I ; I , 1� •v II .- I -- , .- ; ' 1 10 0 1R1. (3)-2xl2.1 -� ' b� I 1 ° 1•) - b1� , � 41 � 1 •D 1 1 I I 1 I o 1 1 N w\'v0y30O��. iI111;1I1 ..p°D°a••/,. i,1111;111 Inp 1I1,1;1I1 .•D•° ii;'- ----- I i,i 1i OI -�-'-1--1i--I'_'�-Ii-- ,r �' I 1 1l'1' D••a..' I11'1 d3` - 12L 0(typ) , i , i ^1 N� 3 1/2 ° i • a AT O .Lally Column 1 t I I ( 4 egd -- - ------ a © I 4" (min.) Concrete Slob °0 -4 with approved vapor o ; ; e• ; p barrier beneath— O i i ° ---------------• 1 1 1 ♦a v ' ' I I 1 1 1 I ;_______________ a 1 00 - e I ' I 1 •a 1 1 `-- -' `-- -+ 1 ° 1 1 '^• i 0 i i • I i t a. I� -I-- -I-- 1 1 5 O�• 1 , ' Q -----------------------------------------------------------1 '° 4'-8., _ 4 -9" 3 _ 5'-7.o,, O,. O a • • 1 1 I i a i i o• i 81------------------- 4-A -------------"-_-----1 ,° i 1 I a • -------------—--——--- - - - - - - - - - - - - - 1, i 31/2" dio. Lally Column 1 I ocket - - - - - - - - - - - - - - ; 1 a �. Beam P ------------------------------------- ' ' w/2'-6' sq. x 1=0" dp. ft g. i i 6"w x 6 dp x 9"to// i - - - - _ _ _ _ _ _ _ _ _ _ ` ' D ' ` ------------------------— _------ 2 EO ( 10 req d) ; ° ' ; ( 4 req d) 22'-0" 4'-6" 4 i D , i N '° M -5' 9'-8" -5. 01' 1 1 10" Conc. Fdn. o v 20" w. x 10" dp. Ft o , with dampproofing (typ.) ' 4 ' , ; 1 --------- ` --- --------------------- ' . ♦a v ♦a ♦ _--__-___..-____-__-_..__-_____----..-..---------- ----------------------------------------------- 1 15'-6" 1'-0" 15'-6" 32'-0" Duplex f F-o un da tion Plan ©Copyr qn!-Co aria!0-1'6,V Ax Aghb Resor,J 3/16" = 1=0" Drawing dote, Colonial Drafting Mooch 25, 2016 978—902--0 131 Scale applies for 11 x 17 drawing E-moi/.• olon(Ocdrafting.com 0 ( 2. ew, Post � 1 1 111 I 1 ' Post i 1 1 1 r a 11.. — 1 I J 1 I 1 I 1 1 1 I I 1 1 1 I 1 ----------------—------------------------------ I ---—----`--"-^`_ •, r..: �, is I 1 SEE r 1 ; 1 r\ I 1 I 1 1 1 i I I 1 , 1 I I f I 1 1 1 1 1 I 1 1 1 1 1 u 1 E 1 l i I I 1 I as D Wy Al ?. { P r,'T T S�� ` � �sstoroat A * 1y E '��°•: M'f'r � `rs i � � ' 2. All members are 1 x 10 C 16" WALL BRACING FOR THIS PRO:BECT IS BASED ON SECTION 602.10 OF I'IIE S I Wal/S below.are indicated solid(u"n.o.) OF THE MASSACHUSETTS STATE]BUILDING CODE D,PIONdashed IRC2Q09 AND ALTERNATIVE Walls above are /ndicoted ALTERNATIVEEOR ic�c2 F'AMILa?DWELLINGS,AS INDICATED ON THE DRAWINGS.DO NOT MODIFY DOOR OR WINDOW OPENING SIZES AND LOCATIONS OR HEIGHTS AND - � ' LEI NGTHS OF WALLS AS INDICATED ON THE ARCHITECTURAL DRAWINGS WITH.O lT APPROVAL OF THE ENGINEER AS THIS MAY RESULT IN NON-CONFORMANCE WITH THE WALL BRACING RE �//"�� �IC�c�/^ ��""®I�'%/�' O�I�'�1 TO BE METHOD CS OR AS NOTE THE CODE.ALL EXTERIOR WALLS ALL STORIES D ON DRAWINGS SEE DETAIL SKEET D--1 Q Cop�rgh(-CaJpnfCpl LW//h'rt�yy Aq ggh(a l�axrhy 3/76,.' = 1'-0" Dm W117 date: CB�loOSA �✓ra //�� _ __ Friday, Uoy 13, 2016 978-902-0131 _Scale app/res for 19 x97 drawing _ �.�..�ol/• pla�y�droffln9.00m rr' 75'-6" 21'-43/4" 20'-11'b" 1/s" 20'-111/2" 1V-1 03/4" 10'-4=/4" 5'-0" 10'-1 5'-10" 5'-10" 10'-1'h" 5'-0" 5'-101/4" 3'-5" x 3'-5" 3'-5" x 3'-5" g . .,w .:...,.." . .:>.. ., w ,,, ..> -.. :«'• .,i A.'. ,MM ��. -10" x 4'-9 4'-9" i - i I I ; Dining Kitchen I i � � � Kitchen ; Dining Gara e Finish ----- O 0 0 O Garo e Finish 5/8'�Type—X I Actual cabinet layout i Actual cabinet /ayout Q, moy wry may wry -I Jr/8' Type—X o Gypsum Wallboard O b 0 0 Gypsum Wallboard on Garage side I I ; on Garage side ,. I I ; Garage 3'-10' 7'-6" 23/4" 3'-6" 5'-103/4' I € I 5'-103/4" 3'-6" 23/4" 7'-6" 3'-10" O O O Garage CA o O i a ----- --- ----------- --- - L --------- ----------------------------------------------- L/L to --- --- - _ / ; Garage/House ' , ' - - - �� Entry Door a ; ©O En try En try ©O '0 o Goroge/House 20 minute (min.) N I o I N En fry Door o fire rating � - -o o- - 20 minute (min.) s 'I _4_0 _ 4'—G" I fire roting ; o _4" - - - y� Closet0 04`° € Closet O 16' x 8' Garage Door "?< ; a 9' x 8' Goroge Door with Transom window 4'-6"« 11'-41/4" 11'-4�/" 4'_g^ with Transom window Y ED to Living Living Q, o, 6'-3" 6'-3" 22'-0" 4'--:6" 4'-6" 12'-6., N o r o I I to 4�9^ , 3'-5" x 4'-9" `L 9` 3'-E" x 4'-9" �• 2'-9" 2'-8" 5'-0" 2'-8" 2'-91/4" 2'-91/4" 2'-8" 5'-0" 2'-8" 1, 2'-9" 15-101/4' 31h" 15-101/4" 32'-O„ Duplex z16- 15 First Floor Plan Drawing date: Colonial Drafting 3/16» = 1'-0" Mooch 25, 2016 978—902—OiJi Scale applies for 11 x 17 drawing E-moi/.• olon(uledrafting.com f;�r I t J 1:: �..�, � ' �,)�R� �,•l.�.. ° �1 -:,1'�a�} I'�,� �a.�.,y. '.:3i �,,1 f�.s; (@:� a }r,,l�' ,w.. '�..? ��I�C"1�-`, � <:,; �'���� �' /3�t c, '� � �! t�•^i w'a p is 'T`' + $e J L J L J L J L J L J L J L J L o 2 - 2x 10 -:� L wmv { Garag - � R ^ � r � r � r• � r � r � r� � r- � r Door Hendee below .?.- 111 2x8 be/ w' : ''�" k #A ` 2x8 below +� 22'-0" t2 Header below m 12'-6„ 8 C ?,� m .; eA ae S 11 7- 1 7 a X " 4-L2 IA Q 0 O� L.,U t 0 rt 1- OR. LP-S4, 2 FA,$T ,v P t4 E z b r', All members are 2 x lO 0 16" o.c. (u,n.o.) y�o �G 277 5 0;'0 � TIP,fix,�,S L.0L, E'," I(, " ,0 C _ Wolls below ore indicated solid � t'��� Walls above are indicated dashed F�SiaNAL Et"t LV 1/4 lex 15 C olonlodl Ion Ah.Po'gntReser�ep Drawing date. A/air Carr0/l 31/2" 32'-101/4" 18'-2 2'-8" 4n 9'-5=/4" 2'-6" 4'-6" 9'-2/''z 4'-6" 4'-6" 9'-21%z" 4'-6rr 2'-6" 9'-5%a" a,x x z 4'-9" _ 10" x 4'-9" n x 2'_10" x 4'-9' 2'-10" x 4-9" 2'-10" z to s Bath `° M Bedrm 1 v v M Bedrm 1 `° Both c+ C1 x 0 F 2_0" 0_ w r �, , y , qz I O0 1 o O n1 e 0 X, � a cV z x: 1, 1o3'-6" 5'-31n' 0 _ ' 7'_6° 4r-291/ 2r-8" _ 2r-8" -2r 1: 3 2,%Z' 5'-31/2" 3 647 _6ias o N .OI I o z r r r r r - ' 5'-51/2" � 5-51F'�Computer Computer o1 w 1 Bath o Bath a 2 1 O Attic -- O 0 Att;c ©o , Starr f Stair 5'-8" 4'-5" �-_' � 10 x 4 5 -- --- s "------ ------ T-10" z 4'-5 5'-6" x _5,. .. p nAL [ 'x iw s k LO F 1 - '� 6'-13/I" 5'-10" 2'-9's'4" 2'-3" s s, /i; 2'-3" 2'-91 n" 5'-10" Bedrm 2 Bedrm 2 11'-113'4" 5'-0-4n s 5'-0;%4" 11'-1 13/4rr 7K 7K s O o q qo O CO Q)I I to 5'-6" 4'-o^ 5'-6" x 4'-9" `0 t ^, 81/4" 2'-8" 2'-8" 81/4" 3'-6" 9'-0" 3'-41 a" 3'-41ia" g'_prr 3r_6.r 15'-101/4" 31/2" 15'-101/4" 32'-0" ® Colonial Duplex 41 16- 15 Drafting Second Floor Plan 0 CCPghl-Non Coro///Cdunio/Oro Ah Poghft ReterroJ 3/16" = 1'-0" Drawing date: Ilan Carroll Friday, May 13, 2016 978-902-0131 Scale applies for 11 x 17 drawing E—mail.- alan®edrafting.com P,C A 4EA p y -- -- --- -- - --- -- - - - - - - - -- -- .- _ - _- _ --_ _ ( f;5 I -1 I a Ir r l 1 I 1 1 1 ` 1 I P _ .. .... _.._ a .. .-� .. __ _ -__ 6 1 1 - I• -� I1A 1 '� � , , 1 , r� f1� f: St ilnrl __A11A 7 At-- Pu11g1�VV�/ InaulatC3d ; 1 1 gip, � !, r i r r qj r m (0 b nn 1 1 �1 All members are 2 x 12 V 16" o.c. ¢ r Wblls (bearing) below are indicated so/fd L Y Wal/s (bear/n9 above are indicoted doshed Du A t tic FrQIming j,lgP7 Friday, MaY 1J, .2016° CoPyn9ht—Colo�iol Dip/ry�g All Rlghts 170Sff ad Colonial Drafting a R i �,1'v�$N`: "�� ,•-''° `''ice C3 1„+ ������.ft-r� �1�:•�'��4[r d rot. - --- --- ------ --- -- —• _— _ +dR. .� �'�,` ' -_ __ _-- 1 , 1 1 Q I , t 1 � 1 1 i � ' 1 i 1• , 1 1 I 1 1 1 I + 1 1 1 Q 1 1 + 1 1 1 � 1 1 1 1 1 1 f F , O ' , I 1 1 1 ^ 1 1 1 1 ' 1 1 1 + 1 -- --- - J 1 I NP I I 1 1 � i — --------- — —• ^- °4� FSSf�htAl EN��� All members are .2' x 10 @ 16” o.c. 2 x 12 Ridge Boards 16- 1,55 . R- oo f Plan /-�rscf'ay, Moy 7.3; 2016 omfNng A#AW?ts Reserved Colonial Draft!179 97�--902-01jI _._... E-fnoiz- v/on�tcdroffinn r,m Me tal Drip Edge - --- ---- ----------------------------------------------------------------------------------------------- ------- ------------------------------------------------------------------------------------- I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ice & Water Shield I Composite Roofing` ; W Ridge (typ.) I ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ------------------------------------------------ ; i i L -- - -- ---- - - -- --- ----- - - - - - - - - - - - - - - - - - - ; •---------- f 7 �, ----------- ---- -- --- 7 --- 7 7 v �� Indicates roof slope direction and Pitch in 12 inches. Duplex , 16-- 15 ROOF Plan Thursday, May 12, 2016 © Copyright—Colonia/Grafting All Rights Reserved Colonial Drafting ' t 97c6—902—0 13I E-moil.- alon®cdrofting.com Ridge Board 2 x 8 Collor Tie ® 4�-0" a.c. Slope Cut, (5) - 12d Nails 12 7 Roof Framing - 2 x 10 (see From' Pons for spacing) '72- Plywood 2x4 ® 16"o.c. NO 8d - 6"o.c. perimeter 2'-0" bearing wall 12"o.c. in field Finish floor Attic Froming - 2 x 10 (see Froming Plans for spacing) Subf(oor 3/4" T& G Sheathing Solid Fire Blocking -------- Nail 8d - 6" o.c. perimeter & 12" a.c. in fie Latero/ Bracing /d Foscio i Needer r Soffit L--- - ' I 1 � r __ I ,i/4"plywood continuous r I support r ' t Stair Stringer 2nd Fr. Framing - 2 x 10 � (see Framing Plans for spacing) Stair Top De tail 3/4" T& G Sheathing Noll 8d - 6" o.c. perimeter 1 12"o.c. in f/e/d Exterior Wall / 2x6 ® 16" o.c. �----"--_' 92 5/8" studs Solid Fire B/ackin °_ _____= 1/2 Sheathing g Nail 8d - 6" o.c. perimeter & Lateral Bracing E________= 12" c.c. in field 5" 71" Trevd '� 0 E IL_________ (�-- � ® y OJ ^ h Q ' v o r--------- � LIUi 1st Flr. Framing - 2 x f0 p=====____ -- -^- (see Framing Plans for spacing'm , Finish floor 3/4" T& G Shea thing ____ Subflocr Nail 8d - 6"o.c. perimeter _ Stair 12"o.c. in r,e/d 5==•==_------ - - - - Strynger Sill URM --------- ( 1 ) - 2 x 6 (P.T•) x 6 4 ( 1 ) - 2x6 (K.D.) ( 2x9 ' e Solid FL_=======re Blocking a 6" 1'-6" < & Latera/ Bracing .D Approx. Finish Grade ` x 1 n Heodrvom Clr. � 6'-8- minimum to stoir below °.•• Basement Beam IF p�• Conc. Fdn. Stair Base Detail & Ft g. ,e a;e Lally Column & Ft'g. •aD f=====___= j ° �d n o Concrete Slob d. Pnij:n1to-Y cpfvw-cww;ol omftiny o rSghte i?-e e __ 16- 1 Drawing date: Colonial Drafting0 Main Buildin Sectionl/4" = 1'-0" Friday, May 13, 2016 978-902-0131 Scale applies for 11x17 drawing E-mail: a/andlcdrofting.com 2x Ridge Board - 2 x 8 Collor Te 0 4'-0"o.c. Slope Cut, (5) - 12d Nails Roof Framing - 2 x 10 12 (see Fromin Plans for spacing) 112"Plywood 7 Attic Framing - 2 x 10 Nail 8d - 6"o.c. perimeter (see Froming Plans for spacing) 12" o.c. in field 3/4" T& G Sheathing Nail 8d - 6" o.c. perimeter 12" o.c. in Field Fascia 2x Ridge Board Soffit 2 x 8 Collor Tie 0 4'-0' o.c. Slope Cut, (5) - 12d Nails Exterior Wall 2x6016" o.c. 92 5/8" studs Roof Framing - 2 x /0 (see Fromin Plans for spacing) 7/16" (min;) Sheathing 112"Plywood Nail 8d-6"o.c. perimeter 12 Nail 8d - 6" o.c. perimeter 12" o.c. in field 2nd F/r. Framing - 2 x 10 12" o.c. in field 12 (see Firming Plans for spacing) .� 3/4" T& G Sheathing Nail 8d - 6" o.c. perimeter Framing - 2 x /0 12"o.c. in field (see Framing Plans for spacing) i (Gorge Finish �Garaye Finish 5/8 T)pe-X 5/8 Type-X Gypsum Wollboord Gypsum Wollboard on Garage side on Garage Side) Sill ( 1 J - 2 x 6 (P.T.) ( 1 ) - 2x6 (K.D.) Concrete Slab D Approx. eD finish Grode Concrete Slob , a e a• a a a. D a,a o a. a a. a e. a a. a e. p �D C 4 c• �,a q a. OD• 'Q.o D. .D O Conc. Fdn. & Ft g. a°a a e 0 .vdn n F'odn e've .e•ve 0 Duplex f 16- 15 Duplex ,f 16- 15 Comp ter--Bath Garage Cross Section Cross Sec tion 1/4" = 1'-0 1/4" = 1'-0" O CoF.ignf—Cdon of Drafting All ft/,M R&s~ Drawing date: Colonia/ Drafting Friday, May 1.3, 2016 978-902-0131 Sco/e applies for 11x17 drawing E-moil.• o/anOccirafting.com I I��na�aa AC tiUSP'I"1'N '1'A'I'E BIJILDINCi CODE FOR 1&2 FAMILY DWELLINGS,IRC2009 AND ALTERNATIVE DESIGNS AS INDICATED ON THE DRAWINGS.DO LVOT MODIFY DOOR OR I. ALL LVL BEAMS S WINDOW OPENING SIZES.ANI)LOCATIONS OR HEIGHTS AND LENGTH$OF WALLS AS SHALL:BE BOISE CASCADE VERSA-LAM,OR"PROVED EQUAL INDICATED ON THE ARCIIIT�CTURAi,IDRAWIN�S�VdTII OUT APPIIOVAL OF TIME � �`� � ' ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES EIVGINEEIB AS THIS MAY RESULT.IN NON-CONFORMANCE UT A THE WALL BRACING ""` 046i; � i;c,l,ve. RECOMMENDATIONS AND SPECIFICATIONS.E=2,000,000 FSI,Fb=3100 PSI. REQUIRE,MENTS OF THE CODE. �"g ALL COLUMNS DESIGNATED ONDRAWINGSAS VERSA=LAM TO BE BOISE 20. THESE GENERAL NOTES AND.ALL THE PROJECT DRAWINGS TO WHICH[THEY ARE A PART OF �` m CASCADE '1.7132650 Fc,DO NOT I NOTCH OR CUT LVL BEAMS OR PENETRATE ARE INTENDED FOR THE SPECIFIC LOCATION AND PROJECT INDIACTED. z R.•C7\V 5 WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFAIBTURER DO NOT DEVIATE FROM THE DETAILS,DIMENSIONIS AND MATERIALS SPECIFIED WITHOUT � _.... . I e .2. ALL LVL INDIVIDUAL,MEMBERS INBUILT UP BEAMS OF THREE MEMBERS OR APPROVAL OF THE ENGINEER. _ LESS TO BE CONNECTED TOGETHER AS SHOWN ON DRAWINGS. 21. AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR IS 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORT{WAS PERFORMED MEMBERS TO BE BOLTED TOGETHER WITH 3 RO`VS OF'/z" Iia.BOLTS, tl� C ACCORDING TO THE DRAWINGS,DETAILS,NO'T'ES, MANUFACTURES INSTALLATION ��M sP��i,v�. RE z ANSI/ASME STANDARD 818.21-1981 @ 12"oc. STAGGER OR OFF SET EACH ROW REQUIREMENTS FAMILY S AND THE$ EDITION OF THE MASSACHUSETTS BUILDING CODE „ FOR 1&2 FAMILY RESIDENCES. BOLTS SHALL BE PLACED IN SNUG HOLES,WITH A MINIMUM EDGE DISTANCE OF 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT, OR AS SHOWN ON DRAWING. 4 0 .':3 C� 4� .vs 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW'.2 ENGINEER: LAWRENCE H.OGDEN P.E. To 3 LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5", 5 LVLS USE 6"X 3.5"OR ON 198 EAST MAIN STREET , ("OST AS (DESIGNATED ON DRAWINGS ORON STEEL AS SHOWN ON DRAWING. GEORGE, MA.01$ 3 _. 5. BEARING:ENDS OF ALL-BEAMSTTO BE BLOCKED-14:5"SOLID EACH SIDE _- 978-352-83IS,- coli 97&502,5921. _ _..A_ 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH$d NAILS @ 6"OC.@ 4.1.LA4. :i a PANEL EDGES AND 12"OC,FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC.@ NOT`>ES: PALL EDGES AND 12"OC.FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES, 11 SCREWS TO BE FASTEN MASTER TRUSS LOH CORNER STUDS TO BE ATTACHED TOGETHER WITH 16D NAILS @ 12"OC. OR AS OR SIMPSON SIDW SCREWS SHOWN ON DRAWINGS SEE DRAWINGS FOR LENGTH.OT SCREW AND 8. GYP"BOARD TO BE ATTACHED TO FRAMING WITH TYPE W OR TYPE SON CENTER SPACING. 3 SCREWS IN ACOORIDANCE WITH ASTM C 1002 @ 12"OC.AND SHALL PENETRATE ) ALL 2 MEMBER LVL BEAMS TO HAVE SCREWS ,,I 2FROM ONE SIDE. ' FRAMING A MIN.OF 5/8- 3) ALL 3 OR 4 MEMBER LVL BEAMS TO HAUL: 9. ALL(OTHER FRAMING TO BE PER THE BTR. EDITION OF MASSACHUSETTS STATE - - _N SCREWS FROM ONE SIDE UNLESS OTFSERWISE NOTED ON DRAWINGS. BUILDING CODE, IRC2009.FRAMING LUMBERfb=875 psi, E= 1,300.000 psi 4) USE TYPE OF SCREW SPECOU,D DO NOT 10. AL,I.JOIST AND BEAN( HANGERS TO BE BY SIMPSON STRONG TIE, SUBSTd 'UTE AS CAPACITY MAX NOT BE INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. ADEQUATE. SPE]CDPD HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT DETAIL OF CONNECTING LEAD TIME FOR DELIVERY. USE SIMPSON HURRICANE TIE AT THE SAVE END LVL MEMBERS T'OGET'HER( OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS AND HARDWARE TO BE CORROSION PROTE � CTED PER PRESSURE TREATED LUMBER �N _ . R MANUFACTURES RECOMMENDATIONS AND SVVIPSON STRONG TIE 11RECOMMENDATIONS,OR STAINLESS STEEL. :'.. . THE CONTRACTOR SHALL BE 1RESI'ONSIISLE TO OBTAIN AMID FOLLOW THE fi'�n►AJ MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND � �' °' � —'_� CL SPECIFICATIONS FOR LVL BIEAMS . 12. ALL SUPPORTS UNDER BEAMS To HAVE SUFFICIENT ALL THE WAY DOWN TO THE FOUNDATION OR ONTOINTERUPTED SL1P'r a►._... �" - FORT .., .. - _..._ 13. BRING ALL DISCREPANCIES,PROPOSED DEVIATIONS AND ACTUAL FIELD AV V 4Tl`6sVAL; CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF TBE Al ?BAJA �t Aiy&e rzs IENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 14. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT � DRAWINGS INCLUDING SHOP DRAWINGS. wl OF 15. ALL STEEL COLUMNS,BEAMS AND PLATES TO BE A-36 STEEL. o �� 16. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT N INSTALATION MANUAL. v IT LOADS FIRST FLOOR`'LL 40 PSF, SECOND FLOOR 30 PSF,DL 15 PSF,ROOF GROUND SNOW LOAD 50 PSE,DECK LL,40 PSF WIND LOAD 100 MPH.E%POSURE B. � 18 FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A 4A EO MINIfIMUM BEARING CAPACITY OF 2'TONS/SQ FT " .:.._..:._,....._ �-.__.,.:........,,,______..,�..-_.....____..,.. .,...._ LAWRENtE 11.OGDEN.lP.3c. r�L f� ��A c.�r�r V 1 LCAT f Q��Y�RAI,l�QT�� ; 195 EAST MAIN STREET f c "t'r• A,v P o'v e'fk , GEORGETO 1 MA.4i�33. LVL CONNECTION DET��i .Ia� h �� ��4 978352-8318,cc . ��u tin j 1 EXTERIOR DECKS,PORCHES&STAIRS 9-10-13 41 r _ _SPAC.tVG SPRING SPAGtArc spACluc� FOLLOWINGOADAS D E XTERIOI[�STAII�.S TO BE DESIGNED 1lI THE LIVE LOAD 40PSF.,SNOW DRIFT IF APPLICABLE AND WIND LATERAL,AND UPLIFT FORCES. GUARD AND HANDRAILS:200 LBS.IN ANY DIRECTION AT ANY POINT. W�;1� �} gp p... �� r� O ONENTS:50 LBS.HORIZONTAL ON AN AREA EQUAL TO 1 SQ.FT. r STAIR S " ENT> raF G�e�'-. S �LTI2EAD :THE GREATER OF 40 PSF.OR 300 LBS.CONCENTRATED LOAD. •..w�'9� BSD,aJv. � �!����� Ll�rt1� . ,...._,,........ . „ K CONSTRUCTION IS COVERED IN SECTION R502.2.2 OF THE 8 EDITION DEC OF THE MASS.STATE BUILDING CODE FOR RESIDENTIAL CONSTRUCTION. ' r L vr,z. K, L, NOTE:NEW SECTION 11502.2.2.3 REQUIRES A DECD LATERAL LOAD 2"' eoti S.AMEDMENT TO SECTION"R6 2.110 F �- CONDITI r p. oca . y[,!, ��N 1 1 5P 4G r n1G Ct 0 P'154' DrrG� (p ONEID PORCHES.S CONNECTION. � ®R i D c_. D� r �,t' REFER'I'd)A161M1 121 AN FOREST&PAPER ASSOCIATION AFdlt PA c 10": III +^G t, A.PRESCRIPI'QVE D DECD CONSTRUCTION GIME(DCA6-09) + Rl+'S$IDI�'NTIAL WOOD ' "'" �"� "`1 to q O 1,j,DC~ 5 cue . AS REVISEID MAY 2013, MASS AMENDMENT R301,1.1. CONSULT A REGISTERED D DESIGN PROFESSIONAL,FOR ITEMS THAT ARE NOT 7. ,..�i .v,.,... 1 C tl i 11 -rte a} t ,>zp- .... c I _ L3 c t t=t 1 -TIE ALSO PUBLISHES HE'LPFUL GUIDES TO DECD .. ...,.. ..:..._.... .. 1� STAR 'I'� N v t.dt � ` h ' c c a R M o�sr aR CONSTRUCTION. �A s't'E SIMPSON STRONG . ...... .... . . ��cr; ! EU �R f t av5 TA L-L AM 1 pN r k oce P UP-ES 14jl) ra'T1•-4 E R R aulkCM>wr'� ALL WOOD FRAMING MATERIALS TOBEPRE SSURETREATED. I ,•-.,r,,,,, i ALL EXTERIOR CONNECTIONS TO BE CORROSION PROTECTED, -" p $ P. tM�pS NI luta CL'��gd . .., I;�., CONTRACTOR TO COORDINATE TYPE, OF COIZROSION PROTECTION E L S. ?G . .. ONNp- cfO1i 'toe 4 REQUIRED WITH T IE TYPE OF I2GSSURE TREATED L,UMBE R S UPPLIED FOR EXTERIOR FRAMING AND THE CONNECTION MANUFACTUERS RECOMMENDATIONS. 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CpNL t FAsrevCRS 2x10 L�DGEKt ^-�-- REMoVG' stDiNG q /' SPEciPIP-D FOfk'TWI*r: 'C. vO ;k$ A _ iE .4, ,.o'cnn/vac,T 0. q.z�a tp2} A,-L- t_uA�ae R Ta a� t+o �xlsnNa NovS.@ NoTB 1 pRFSSURIL T?CA--rCP L•tDc-RR• WrrI4 CONTIZACrOR TO 5+t Psoti Bcr. FOR 6..6 poor 2 Rows 3'/p t hccvPATCLK LOcgTe j�p 1N OF�y I Rum—, d' '��aF.tJ'+.•",;?,Ft:,°• �j'�:. ,t",? C�4P�DRBI. iaG4 POR 4.4 post FASTEN IMuTER $TVP$ 7D 6N5VR. �`:` '► — �— LP-De-PP. Lo IZ L@.DG51_ Lo K.INSTA•LLATIOA) S LAWS Pair alqvaon AG a G �,RDEP_ /6T n t. PrRE GEVTER�(? ON o (iOip N Q S£E SIMPSON .1DLST HA�uGEP LV$,2{05S , N EX 1 S-1'1 Ala $T v+l1$ t:� 0(�ir�1 Nxecx(;"' F,%,pat S:,'� <c:,?"' VLA'J - —P�1R or SIrnpSON ..�,•"�"r t~n ,y '" PT �,4C6•aR tkGB 6 GAPS F ta.12 6.6 post r, 81m A[N7 F fAt�"F:' Pl`IWOVP A-CA.mx AGE 4- CaPS FOR 4111- P09•r 1V0'VF_ 1, Gni REFVLG`( ht' Grrac% oiyi1 ? S(ACEas TEN". 4'. dS/�� 6N6 PDYv i i i i i 5 P$ONPVO't'iF•K EN4.iNDt2 BeFORE_ {7fL0CGE0Ir1JG ••, t t , , Preeaat Canerele `r'.,. .. A%dQ 6G FOR G.-r- PO1.,YT 5�0 r IF r 'DE.TAIL GAN NOT F3 E: rEgvJ .� `'� ANctlott 13o�,T 4c.[catgPl l>NP (3 V A.5 5*0wH ' >...,�a.__p.,eq�q •--^--" .0 ? � s 24`�>� 13 lb FoGT ,A��y i .,�,,,, trn .....•�......�.' ,.,.e. 6iht�o /6�Y� f �/Yitl'V•ftNo PXI 'tn:OeIECT: UNDISTuReED to A t - 5C.Er MAL^4' I SOILF GE4,000TOW 9{19"502.M p+'• �° ', C gs^ t s k.1. ,` •, + g ....._._-..-..._ - _...,.._.... ................_. .., g, .. +�