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0033 SECOND AVENUE
3 �`�� �� i. _ ,� - _ _ r.., _ ��CK a�P �r.� Home Energy Rating Certificate Rating Date: 2020-08-12 Registry ID: 457131825 Final Report Ekotrope ID: P210DGJ2 HERS" • • Annual • our home's HERS score is a relative 33 Second Ave performance score.The lower the number, Osterville, MA 02655 the more energy efficient the home.To $3,915 Builder: 52learn more,visit • an average U.S.home Rimas Veitas Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 72.1 $1,200 2015 International Energy Conservation Code Cooling 1.0 $61 Hot Water 10.6 $176 Lights/Appliances 27.3 $1,482 Service Charges $0 Generation(e.g.Solar) 0.0 $0 Total: 111.0 $2,919 HERS'Inclex Home Feature Summary: Rating Completed by: n 11ere[nern Home Type: Single family detached uo Model: N/A Energy Rater. Paul Graney Eltomes � '� Community: N/A RESNETID: 2649950 10 Conditioned Floor Area: 4,190 ft2 Rating Company: Home Energy Raters LLC Number of Bedrooms: 3 180 State Rd,Suite 2U Sagamore Beach MA 02562 RefeHom 508-833-3100 e 10o Primary Heating System: Boiler•Natural Gas•95 AFUE 90 Primary Cooling System: Air Conditioner•Electric•13 SEER Rating Provider. Energy Raters of Massachusetts so 2 Woodlawn Street Amesbury,MA 01913 m Primary Water Heating: Water Heater•Natural Gas•0.87 Energy Factor 978-270-3911 �••a� 60 House Tightness: 944 CFM50(1.22 ACH50) so Ventilation: 79 CFM,75 CFM•62.3 Watts,8 Watts so This Home P� ig so Duct Leakage to Outside: 44 CFM @ 25Pa(3.04/100 s.f.) � � m Above Grade Walls: R-21 Zero Ene D n� io Ceiling: Vaulted Roof,R-44 [ad Home o Window Type: U-Value:0.3,SHGC:0.3 Paul Graney,Certified Energy Rater CMIRESM `� `"'r"°'•'' Foundation Walls: N/A Digitally signed:8/12/20 at 1-02 PM Ekotrope ekotrope reportThis does not . or guarantee. r RESNET 2015 IECC R-406 RESNET RESIDENTIAL ENERGY SERVICES NETWORK Registered Energy Rating Index Redo rt Property Organi ation Energy Rating Index Information Builder:Rimas Veitas Company:Home Energy Raters LLC RESNET Registered Rating Address: Phone: Rating No:457131825 33 Second Ave, Osterville, MA 02655 Rater:Paul Graney Rater ID (RTIN):2649950 Date Rated:2020-08-12 Q More Energy Rated Home Calculated Rated Home Cost($/yr) 150 Energy Use(MBtu) Existing 140 Heating 72.1 $1,200 Homes 130 Cooling 1.0 $61 120 Water Heating 10.6 $176 110 Reference ioo Lights&Appliances 27.3 $1,482 Home r 90 Photovoltaics 0.0 $0 e0 Total 111.0 ( $2,919 i 70 'based on standard opereung oondl6ons 60 4ft so— ERI with PV,52 40 This Home ERI without PV:52 30 20 i illl'lJJ ts7,l1JD= Zero Energye 10 o Electric(kWh):6,993.9 CO2 Emissions(Tons):9.5 Less Energy Natural Gas(Therms):871.1 Energy Savings($)"":N/A 02013 RESNET 'Based on the 2015 IECC R406 Reference design home - . . •- MM&Xs _ • •- PASS This home MEETS the Energy Rating Index Score requirement of 2015 IECC R-406 for Climate Zone 5. It MEETS all of the requirements verified by Ekotrope. Mandatory requirements are summarized on the 2nd page of this report, some of which are not verified by Ekotrope. Name: Paul Graney Signature: Pad G," Organization: Home Energy Raters LLC Digitally signed: 8/12/20 at 1:02 PM • •a• - D . • Or'y MORTO�t,'hO4 Company:Energy Raters of Massachusetts z; m Address:2 Woodlawn Street Amesbury, MA 01913 Phone#:978-270-3911 tvo. 98•136 t Fax#: ps a° 4c04eoiT�Tr000�� To determine if a provider is properly accredited go to:www.resnot.us/professional/programs/search_directory (Confirmed and tested) Climate Zone 5 MandatoryRequirements Provision Number Topic Compliance Declsion 2009 IECC Table Building thermal envelope minimum insulation levels and PASS 402,1.1 or 402.1.3 maximum fenestration U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficiencies Certificate required for CO installed in the house R402.4.1.2 Envelope air leakage maximum leakage rate PASS R402.4.1 /Table Comply with air sealing and insulation requirements in Table Checklist required for CO- R402.4.1.1 R402.4.1.1 j R402.4.4 Rooms containing fuel-buming appliances T PASS' R402.5 Maximum fenestration U-factor and SHGC (U-Factor)PASS (SHGC)PASS - ------_ .. R403.1.2 -- v Heat pump controls-- PASS" R406.2 Ducts outside of conditioned space to be insulated to a PASS* minimum of R-6. R403.3.2 Duct sealing on all ducts PASS* R403.3.3 Duct testing for ducts-in unconditioned space - PASS* - R403.3.5 Building cavities not used as ducts. PASS* R403.5.1 Heated water circulation and temperature maintenance PASS* Y systems comply R403.5.3 Hot water pipe insulated to R-3 PASS R403.6 Mechanical ventilation meeting the requirements of the IRC PASS* or IMC. Outdoor air and exhaust dampers installed R403.7 - — _ J ACCA Manual J and S conducted for all heating and cooling ACCA forms required for systems. permit _- - R403.8 -y Systems serving multiple dwelling units to meet the F _ PASS* mechanical requirements of IECC commercial code R403.9 - Snow melt and ice system controls installed where applicable PASS* _ - R403.10 Pools and permanent spa energy consumption meet PASS* - -- requirements for heaters,time clocks and covers R403.11 Portable spas meet the requirements of APSP-14. PASS' �— R404.1 _y High efficacy lights installed in 75-%of permanently Installed PASS V fixtures. These items have been field-verified by the Rater,Field Inspector,Code Inspector,or Builder. IECC 2015 Label 33 Second Ave Ekotrope RATER-Version: 3.1.1.2501 HERS® Index Score: 52 Buildin Envelope Specs _ Ceiling: R-44 Above Grade Walls: R-21 Foundation Walls: N/A Exposed Floor: R-30 Slab: R-0 Infiltration: 944 CFM50 (1.22 ACH50) r Duct Insulation: Supply: R8, Return: R8 Duct Lkg to Outdoors:44 CFM @ 25Pa (3.04/ 100 s.f.) Window&Door S ecs U-Value: 0.3, SHGC: 0.3 Door: R-5 Mechanical Equipment Specs _ _ Heating: Boiler•Natural Gas •95AFUE Cooling:Air Conditioner• Electric- 13 SEER Hot Water:Water Heater• Natural Gas •0.87 Energy Factor Builder or Design Professional Signature: V Air Leakage Report Property Organization Inspection Status 33 Second Ave Home Energy Raters LLC 2020-08-12 Osterville, MA 02655 Paul Graney Rater ID(RTIN):2649950 RESNET Registered Second Ave 22-P2IODGJ2 Builder (Confirmed) Second Ave 33 Rimas Veitas General Information Conditioned Floor Area[ftq 4,190 Infiltration Volume[ftj 46,605 Number of Bedrooms 3 Air Leakage Measured Infiltration 944 CFM50(1.22 ACH50) ACH50(Calculated) 1.22 ELA[sq. in.](Calculated) 51.92 ELA per 100 s.f. Shell Area(Calculated) 0.476 CFM50(Calculated) 1944 CFM50/s.f. Shell Area(Calculated) 10.087 Duct Leakage System 1 System 2 System 3 Leakage to Outdoors 45 CFM @ 25Pa(3.3 44 CFM @ 25Pa 44 CFM @ 25Pa /100 s.f.) (3.18/ 100 s.f.) (3.04/ 100 s.f.) Total Leakage Test Type Post-Construction Post-Construction Post-Construction Total Leakage[CFM @ 25 Pa] 720.0 720.0 96.0 Total Leakage[CFM25/100 s.f.] 52.8 52.1 6.6 Total Leakage[CFM25/CFA] 0.528 0.521 0.066 Mechanical Ventilation Rate[CFM] 79 CFM, 75 CFM Hours per day 24.0, 12.5 Fan Power 62.3 Watts, 8 Wafts Recovery Efficiency% 71.0, 0.0 Runs at least once every 3 hrs? true,true Average Rate[CFM] 79.0 CFM, 39.1 CFM 2010 ASHRAE 62.2 Req.Cont.Ventilation 71.9 2013 ASHRAE 62.2 Req.Cont.Ventilation 1116.6 Ekotrope RATER-Version 3.1.1.2501 All results are based on data entered by Ekotrope users.Ekobope disclaims all liability for the information shown on this report. Building Specification Summary Property Organization Inspection Status 33 Second Ave Home Energy Raters LLC 2020-08-12 Osterville, MA 02655 Paul Graney Rater ID(RTIN):2649950 RESNET Registered Second Ave 22-P2IODGJ2 Builder (Confirmed) Second Ave 33 Rimas Veitas Building Information Rating Conditioned Area[ftq 4,190.00_ HERS Index 52 Conditioned Volume[ft']� `T46,605.00 _ ; HERS Index w/o PV'^ _ 52 Thermal Boundary Area[ftq 10,897.80 Number Of Bedrooms�Y�� - 3 � �~� Housing Type Single family detached Building Shell Ceiling w/Attic I R37,LDF,10",10x16,G1,C U-0.02 Windows(largest)I U-Value:0.3, SHGC:0.3 t_ Vaulted Ceiling(R44,LDF,12",12x16,G1,C U-0.02 Window I Wall Ratio 10.17 Above Grade Walls R21,FG,6xl6,G1 U-0.05 _Infiltration 1944 CFM50(1.22 ACH50) + Found.Walls None Duct Lkg to Outside 144 CFM @ 25Pa(3.04/100 safe.) Framed Floors I R30,FG,10x16,G1 R-30 Total Duct Leakage 196 CFM @ 25Pa(Post-Construction) Slabs I Uninsulated R-0 Mechanical Systems Heating Boiler-Natural Gas-95 AFUE Coo g Air Conditioner-Electric- 13 SEER Water Heating Water Heater-Natural Gas-0.87 Energy Factor Programmable Thermostat Yes Ventilation System 79 CFM,75 CFM-62.3 Watts,8 Watts Lights and Appliances Percent Interior LED 100% Clothes Dryer Fuel Natural Gas .... Percentxteri Eor_LED__ _ 100% Clo hes Dryer CEF � 2.3~ Refrigerator(kWh/yr) 330.0 Clothes Washer LER(kWh/yr) 151.0 Dishwasher Efficiency 278 kWh 'Clothes Washer Capacity 3.3 Ceiling Fan None Range/Oven Fuel T Natural Gas Ekotrope RATER-Version 3.1.1.2501 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. Mass Save RNC PFS 2019 Savings Report Property Organization Inspection Status 33 Second Ave Home Energy Raters LLC 2020-08-12 Osterville,MA 02655 Paul Graney Rater ID(RTIN):2649950 RESNET Registered Second Ave 22-P210DGJ2 Builder (Confirmed) Second Ave 33 Rimas Veitas Annual End-Use Consumption Reference Home Rated Home Savings % Saved Heating[Natural Gas Therms] 1,247.4 942.5 304.9 24.4% Heating[Electric kWh] 66.7 51.2 15.5 23.2% Cooling[Electric kWh] 677.5 649.5 28.0 4.1% Hot Water[Natural Gas Therms] 107.0 105.6 1.4 1.3% Lights&Appliances[Natural Gas Therms] 45.3 45.3 0.0 0% Lights&Appliances[Electric kWh] 6,670.5 6,670.5 0.0 0% Total[Natural Gas Therms) 1,399.8 1,093.5 306.3 21.9% Total[Electric kWh] 7,414.8 7,371.2 43.5 0.6% Electric Savings Incentive $15.22 Fuel Savings Incentive $1,072.13 Percent Savings Incentive $558.77 Rater Incentive' $350.00 Participant Incentive $19646.12 Percent Savings 18.63% Rater Incentive is distributed directly to Rater by Mass Save Program. Ekotrope RATER-Version 3.1.1.2501 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. RESNET HOME ENERGY RATING Standard Disclosure For home(s) located at: 33 Second Ave, Osterville, MA Check the applicable disclosure(s): 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 the Rater's employer has also provided the following consulting services for this home: EIA. Mechanical system design 0 B. Moisture control or indoor air quality consulting E]C. Performance testing and/or commissioning other than required for the rating itself 1]D. Training for sales or construction personnel E. Other(specify) 03.The Rater or the Rater's employer is: 0A. The seller of this home or their agent El B. The mortgagor for some portion of the financed payments on this home WIC.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: Products Installed in this home by OR is in the business of HVAC systems URater Employer Rater Employer Thermal insulation systems DRater MEmployer Rater Employer Air sealing of envelope or duct systems Rater Employer Rater Employer Energy efficient appliances URater MErnployer URater ElEmployer Construction (builder,developer, construction contractor,etc) URater MEmployer Rater Employer Other(specify): Rater Employer Rater Employer 5.This home has been verified under the provisions of Chapter 6, Section 603 "Technical Requirements for Sampling"of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network(RESNET). Rater Certification#: 2649950 To report any complaints regarding this Rater's service, please visit: http://www.energyratersma.com/Feedback_New.html Name: Paul Graney Signature: Pad 644 f Organization: Home Energy Raters LLC Digitally signed: 8/12/20 at 1:02 PM 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 NationalHome 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 102.1.4.6 of the standard and are posted at https://standards.resnet.us The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Form 03001-2 -Amended March 20, 2017 Town of Barnstable a e � Buildi -� n grA }Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept MAM Posted Until Final Inspection Has Been Made. Permit 03¢ . .Where a Certificate of Occupancy is Required,such:Building shall Not be Occupied until a Final Inspection has been made. i Permit No. B-19-4177 Applicant Name: Rodney Tavano Approvals Date Issued: 12/20/2019 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 06/20/2020 Foundation: Location: 33 SECOND AVENUE,OSTERVILLE Map/Lot: 116-065 Zoning District: RC Sheathing: Owner on Record: VEITAS,VIDA R Contractor Name: RODNEY N TAVANO Framing: 1 Address: 141 HOLLINGSWORTH ROAD Contractor License: 3449 2 OSTERVILLE, MA 02655 Est. Project Cost: $ 10,000.00 Chimney: Description: Installation of 3 forced hot air heating and cooling systems Permit Fee: $85.00 Insulation: Project Review Req: responsible CSL B-19-1878 Fee Paid: $85.00 _ Date: 12/20/2019 Final: Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. - -- f Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:. Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed N Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 0 "E Town of Barnstable Building s Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept 34 �� Posted Until Final Inspection Has Been Made. � 16 Permit 0►�,,,,or° Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3404 Applicant Name: Steve Reale Approvals Date Issued: 10/31/2019 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 04/30/2020 Foundation: Location: 33 SECOND AVENUE,OSTERVILLE Map/Lot: 116-065 Zoning District: RC Sheathing: Owner on Record: VEITAS,VIDA R Contractor Name: CUSTOM QUALITY POOLS INC. Framing: 1 Address: 141 HOLLINGSWORTH ROAD Contractor License: 105084 2 OSTERVILLE, MA 02655 Est. Project Cost: $70,000.00 Chimney: Description: Installation of a new 15'x 30'inground swimming pool. Pool to Permit Fee: $ 175.00 i , + Insulation: constructed with an automatic safety cover per ASTM standards. Fee Paid:- S 175.00 Project Review Req: LOT COVERAGE UNDER TWENTY PERCENT. POOL BARRIER TO Date: 10/31/2019 Final: BE INSTALLED BEFORE POOL FILLED WITH WATER. Plumbing/Gas Rough Plumbing: \Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and st pctures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. - --. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT CMazL SE�-r �U9 Town of Barnstable _ Building s Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on-Job and this Card Must be Kept ease. Posted Until Final Inspection Has Been Made.'bsa p,� Permit lllli 1. O►��t Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Pey.mj Permit No. B-19-1877 Applicant Name: VEITAS,VIDA R Approvals Date Issued: 06/24/2019 Current Use: Structure Permit Type: Building- Demolition Expiration Date: 12/24/2019 Foundation: Location: 33 SECOND AVENUE,OSTERVILLE Map/Lot: 11_6_-065 Zoning District: RC Sheathing: Owner on Record: VEITAS,VIDA R w _ Contractor Name: Framing: 1 Address: 141 HOLLINGSWORTH ROAD Contractor License: 2 OSTERVILLE, MA 02655 Est. Project Cost: $ 10,000.00 i Chimney: Description: demo existing sf home Permit Fee: $ 125.00 Fee Paid: $ 125.00 Insulation: Project Review Req: '• Date: 6/24/2019 Final: Plumbing/Gas Rough Plumbing: Building Official �����•�""`"' Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afte`riissuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is `installed- -4j Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5:Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: T Final Inspection before Occupancy Low.Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Building BARMABLE. Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept MASS. Posted Until Final Inspection Has Been Made.t6 Permit 39.��� 3t Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-1878 Applicant Name: Approvals Date Issued: 06/24/2019 Current Use: Structure Permit Type: Building-New Construction- Rebuild After Expiration Date: 12/24/2019 Foundation: 81�-19 Teardown Map/Lot: 116-065 _ - Zoning District: RC Sheathing: cr &_:3 U &— Location: 33 SECOND AVENUE,OSTERVILLE Contractor Name:,., Framing: 1 Owner on Record: VEITAS,VIDA R Contractor License: �` 2 Address: 141 HOLLINGSWORTH ROAD Est. Project Cost: $515,000.00 I Chimney: OSTERVILLE, MA 02655 Permit Fee: $2,751.50 r ( Insulation: Description: rebuild new home consisting of 3 bedrooms 2 car garage attached Fee Paid:i $ 2,751.50 I f Project Review Req: AS BUILT SURVEY REQUIRED BEFORE START OF FRAM Date: 6/24/2019 Final:E. p f Plumbing/Gas Building Official Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the�approved construction documents for which this permit has been granted. s zo Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local ning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. }�} The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4..,Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 9. rfor to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy - Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Application N=ber..... I—K7r ..................... t r+ • .......Other Fee.................:. i�e88. Pc�it Fee..........................:..... .... 163 Total Fee Paid TOWN OF BARNSTABLE Peal by .�................. .. ..... BUIIj3INOPERMIT MV........_.............................Pam...................._................. ..... APPLICATION Section 1 — Owner's Information and Project Location Project Address 3� Village O Skew'vi I 1,2:_. Owners Name F� Owners Legal Address H-0 I S W 120a c State Mpf . zip oa U S T Owners Cell# '� I - q S-7 E-mail ►dA Pit IAS..'Section 2—Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet f ❑ Commercial Structure under 35,000 cubic feet [�. Two Family Dwelling Section 3—Type of Permit ❑ New Construction t ❑ Move/Relocate ElAccessory Structure ElChange of use Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar BUILDING DEPT. ❑I Renovation . ❑ Pool , r ❑ Insulation Other—Specify. JUN 012019 Section 4 -Work Description TOWN OF BARNSTABLE P r cQ w I a j T Act Tmdata&2/9/2019 Application Number.................................................... Section 5—Detail Cost of Proposed ConstuctiontSaST Square Footage of Project q RQ--Y4,Pt-, Oavaoe- U 74&: Age of Structure Is)eW Dig Safe Number Rc 19 a 30So(a 7 s`D # Of Bedrooms Existing 5 Total#Of Bedrooms(proposed) 3 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist Design v , Section 6—Project Specifics QQ vJ Cms�x is 1 b ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas . .❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply _ Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: }?)NIA SA►%i I an using a crane ❑ Yes 12"No Section 7—Flood Zone Flood Zone Designation PA Within or adjacent to a wetland, coastal'bank? Yes ❑ No Section S—Zoning Information Zoning District P,C Proposed Use Q Stl J->o V k Lot Area Sq.Ft. 040 Wo Total Frontage PO . Percentage of Lot Coverage (A.)°o #of Dwelling Units(on site) Setbacks Front Yard Required a�F. Proposed d to,-7 . Rs Rear Yard Required 10 Proposed 1•'��t Side Yard Required I0 �f- Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes 17( No a iLast undated 2/9/2019 Application Number........................................... Section 9—.Construction Supervisor Name Telephone Number Address City State Tap License Number License Type Expiration Date Contractors Email Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Bamstable.Attach a copy of your license. Signature Date Section-10—Home Improvement Contractor Name Telephone Number Address City State zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CUR and the Town of Bamstable.Attach a copy of your HSC... Signature Date Section 11—Home Owners License Exemption Home Owners Name: 1/i A- Telephone Number 7)51- q 19 S-7 Cell or Work Number '7 ^ -'SSI N 5 7 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation by 780 CMR l �f Barnstable. Signature Date 101 �9 APPLICANT SIGNATURE Signature Date (o y I Print Name ` '�/i d � \f`Q.I �tA S Telephone Number 7 k I-'30- 19 7S 7 E-mail permit to: Q_ Ve 6s, C<N" T.,..r.....7..a-.7.t innni o Section 12—Department Sign-Offs ' Health Department ® Zoning Board(if required ❑ Historic District ❑ Site Plan Review(if required ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13—Owner's Authorization as Owner of the-subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name Last=date&2/92018 J BOND NO. 0213SBID3863 i Know All Men By These Presents, That we, Vidas Veitas of 141 Hollingsworth Road Osterville MA 02655 as Principal. and Hartford Fire Insurance Company a corporation organized under the laws of the State of Connecticut having its principal office in the City of Hartford as Surety, are held and firmly bound unto Town of Barnstable in the sum of Four Hundred Eighty Dollars ($480 ) lawful money of the United States, for which payment well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. Whereas,the above bounden Principal has been granted a Road Frontage Permit at 33 Second Ave, Osterville, MA 02655 Now, Therefore,the Condition of this Obligation is Such,that if the above Principal shall indemnify and save harmless the Town of Barnstable against loss to which the Town of Barnstable may be subject by reason of said Principal's breach of any ordinance, rule or regulation relating to the above described license or permit, then this obligation shall be null and void, otherwise to remain in full force and effect. This obligation may be canceled by said Surety by giving thirty (30)days notice in writing to: Town of Barnstable 200 Main Street, Hyannis, MA 02601 and the said Surety shall be relieved of any further liability under this bond thirty(30)days after receipt of said notice by the said Town of Barnstable - - -- No cause of action shall lie against the surety unless commenced within two years from the date the cause of action accrues against the principal. Regardless of the number of years this bond shall continue in force and the number of premiums which shall be payable or paid, the surety's total limit of liability shall not be cumulative from year to year or period to period. Signed, sealed and dated this 6th day of June , 2019 Principal Vidas Veitas (Seal) By Surety Hartford Fire Insurance Company (Seal) By Li-Inda Smit Attorney-in-Fact -\ Direct Inquiries/Claims to: THE HARTFORD POWER OF ATTORNEY BOND,ctic One Hartford Plaza Hartford,Connecticut 06155 Bond.Claims(&thehartford.com call:888-266-3488 or fax:860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: GOWRIE GROUP INC Agency Code: 02-023099 Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut Hartford Casualty Insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford Accident and Indemnity Company,a corporation duly organized under the laws of the State of Connecticut Hartford Underwriters Insurance Company,a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company,a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of Illinois,a corporation duly organized under the laws of the State of Illinois Hartford Insurance Company of the Midwest, a corporation duly organized under the laws ofthe State of Indiana Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut(hereinafter collectively referred to as the"Companies")do hereby make,constitute and appoint Linda Smith - - - its true and lawful Attorney-in-Fact, to sign its name as surety(ies) only as delineated above by , and to execute, seal and acknowledge the following bond, undertaking,contract or written instrument: Bond No. 02BSBID3863 Naming Vidas Veitas as Principal, and Town of Barnstable as Obligee, in the amount of See Bond Form(s)on behalf of Company in its business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof,and as authorized by a Resolution of the Board of Directors of the Companies on May 6, 2015 the Companies have caused these presents to be signed by its Senior Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies,the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. J9���1�> 'I••s �:�wa>.,eari i a 104r �� \jt I ��pvct.�:r:.S A '�F� .. �`�Tvrntv�.� �•ot►t► %%- 979 s 1' lD7s ' I979 ''► v Jm ff \� �� • '�f:�._:���1 Weave• Ip'�>'�a t. .,'cu>ori' •rt>r \�ram`' --_ John Gray,Assistant Secretary rM Ross Fisher,Senior Vice President STATE OF CONNECTICUT ss. Hartford COUNTY OF HARTFORD On this 5th day of January,2018,before me personally came M. Ross Fisher,to me known,who being by me duly sworn,did depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Senior Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. • �UNl� • Kathleen T.Maynard Notary Public CERTIFICATE My Commission Expires July 31,2021 I, the undersigned,Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies,which is still in full force effective as of ,Tune 6, 2019. Signed and sealed at the City of Hartford. Its, l �� ye—,, ��►r•.r� :��.co>.,eu(�',� a ►04 f _a�S���°�r�Nt4��.L_.F neap+ 1907 ! > - t'4nn CAN a J•atN• 1970 �`jai 97 .: 1919 It Kevin He kman,AssistaeVice resident ePOA 2018 natianalg6d June 4,2019 Re:33 Second Avenue,OstervQle MA 02655 This letter a to 11014 you that after ow•investigation our record deterinined that there iS nrai live gas located at 33 Second Avenue,Omerville MA 02655. TJiis letter DOES NOT;preclude the excavator or honwowner from calling 811 before commencing any work. State Jaw requires anyone planning underground excavation work to notify local utififws'by calling 811 to get your underground lines identified foryou prior to doing any digging. The call to 811 is the LAW and must be made in advance of starting work.This confirmation firmation Jetterof a.gas cut-off:DOES:NOT relieve Ow excavator`, of ng the call to 811. it is a State Law requirement _ if you have any questions please feel free to contact rue at Ili 1=907-4236. T hankr you. KaIfiya Mdatyr. 9a Nstlond CUM Cm 4N5taiW:F FU I A 11IttoiI ':R;�illyi�A'I CGi iyrc�yl t.blki�i�'1<iCpiii • q, 4 Adobe NSTA EV E RS=U RCE One Westwood,wood, Way MA 02090 ENERGY August 7, 2018 Vida Veitas 141 Hollingsworth Rd Osterville, MA 02655 RE: 33 Second Ave., Osterville MA Dear Owner: At Eversource Energy, we're committed to delivering great service. This letter serves as confirmation that, as of 08/07/18, the electric service to 33 Second Ave., Osterville MA has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. Sincerely, fh'L� zy Mrs. M. Feeney New Customer Connects i I From: Winfield,Judith JWinfield@commfiredistrict.com Lf Subject: 33 SECOND AVE OST DISC LET Date: July 6,2018 at 1:18 PM To: Vida Veitas(vida@veitas.com) vida@veitas.com Good Afternoon Vida: Attached is the Water Service Disconnect Letter you need to apply for a Demo Permit from the Town of Barnstable which I did fax them a copy earlier today. If you have any questions or if I can be of any assistance,please give me a call. Thank you&have a great weekend, Judi Winfield,Clerk C-O-MM Water Department 508-428-6691 Centen,ille=OstenFiilc=NTarstons Mills Water Department, P.0 1`10\364-1.1 38 SLAIN SIR P-T MASSACN Usti I'CS 056SS a a��;comm�t ster.tom � "'` re$ (jFtlC,l,f2f' : � S OoAw,orKAmKco„n+.tasicmM:s WATER �K WAIIat F t IN1I FNWNrr �DEPT� SVE ya any rt:c.tso sos:�, l r'AX Ko SCrs.aa-zsns July 6,201 S Barnstable,Town of Building l epirl.ineill 2001MaiJl Stem Hyannis;;NMA 02601 Rc:Account fr557 Veilas,V11 33 Second Avoilue nstcn,itle:MA 'I'o 1tjlom 11 Nlay Concern on'Thursday,July 6,2018 the%vter service%vas disconnecled at the curb siop for the properly mentioned above. 11 i, our undcrstaneling that the owner plaits to dcmo the house and Avill install a new%valcr Wrvice at a later date. tr you llavC ally questions,please call our()fr1cv at 508-42S-6691. ' �rery 1ru►y}outs, 1 cl-aig Crocker Superintendent Mj% r i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information / /Y Please Print Legibly 9 Name(Business/Organization/Individual): 1[ 1 Uldl t +AS Address: '12baA City/State/Zip: J)Sl M I Lp MA QtoSS-Phone#: 7BSI-nq. 1I S7 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with- 4. I am a general contractor and I 6. New construction employees(full and/or part-time).* have hired the sub-contractors j 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling j ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers'comp.insurance comp.insurance.: required] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.I I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other 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-contructors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under 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 ce under the pains andpenalties of perjury that the information provided above is true and correct AeaSi tture: Data: Phone#: '��(-569" 19S7 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 Healtb 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#' CREScheck Software Version 4.6.5 NJ/ Compliance Certificate Project Veitas Residence Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,190 ft2 Glazing Area 20% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 33 Second St Vida& Rimas Veitas Rimas Veitas Osterville, MA 02655 33 Second St 141 Hollingsworth RD Osterville, MA 02655 Osterville, MA, MA 02655 781-589-1957 Compliance: Passes using ILIA trade-off Compliance: 5.0%Better Than Code Maximum UA: 685 Your UA: 651 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. i Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 2,827 49.0 0.0 0.026 74 Wall 1: Wood Frame, 16"o.c. 1,147 30.0 0.0 0.049 56 Wall 2: Wood Frame, 16"D.C. 1,192 30.0 0.0 0.049 58 Wall 3:Wood Frame, 16"D.C. 1,073 30.0 0.0 0.049 53 Wall 4:Wood Frame, 16"o.c. 1,130 30.0 0.0 0.049 8 Window 1: Metal Frame:Double Pane with Low-E 767 0.300 230 Door 1:Glass 140 0.300 42 Door 2: Solid 59 0.200 12 Basement Wall 1: Solid Concrete or Masonry 1,742 0.0 10.0 0.068 118 Wall height: 7.8' Depth below grade: 6.6' Insulation depth: 6.5' Project Title: Veitas Residence Report date: 05/30/19 Data filename: W:\Veitas_OsterviIIe\Permitting\06.04.19_ResCheck.rck Page 1 of10 i Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date I I Project Title: Veitas Residence Report date: 05/30/19 Data filename: W:\Veitas_OsterviIle\Permitting\06.04.19_ResCheck.rck Page 2 of10 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Fleld Verified tk Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, ,Construction drawings and ❑Complies 103.2 !documentation demonstrate ❑Does Not [PR1]1 !energy code compliance for the !building envelope.Thermal ❑Not Observable !envelope represented on ❑Not Applicable !construction documents. 103.1, (Construction drawings and ❑Complies 103.2, ;documentation demonstrate ❑Does Not 403.7 !energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable !Systems serving multiple ❑Not Applicable j !dwelling units must demonstrate ; ;compliance with the IECC ; :Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: I❑Complies 403.7 sized per ACCA Manual S based I Btu/hr ! Btu/hr !❑Does Not [PR2]2 on loads calculated per ACCA Manual J or other methods Cooling: Cooling: :,[]Not Observable l4J Btu/hr Btu/hr approved by the code official. I :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Veitas Residence Report date: 05/30/19 .Data filename: W:\Veitas_Osterville\Permitting\06.04.19_ResCheck.rck Page 3 of10 Section Plans Verified Field Verified Foundation,lnspection Value Value Complies? Comments/Assumptions ; 402.1.1 lConclitioned basement wall R- ; R- ;❑Complies ;See the Envelope Assemblies [FO411 hnsulation R-value.Where interior R R- ❑Does Not; ;table for values. I - , , !insulation is used,verification ; ❑Not Observable j :may need to occur during Insulation Inspection. Not ; :❑Not Applicable 1 I 1 ;required in warm-humid locations: !in Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies ; [F0511 ;insulation installed per ❑Does Not :manufacturer's instructions. (A I ❑Not Observable ; ❑Not Applicable 402.2.9 ;Conditioned basement wall ; ft ft ;❑Complies ;See the Envelope Assemblies [F0611 :insulation depth of burial or I : j❑Does Not ;table for values. jdistance from top of wall. 1 ❑Not Observable ' ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not 1 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Veitas Residence Report date: 05/30/19 Data filename: W:\Veitas_Osterville\Permitting\06.04.19_ResCheck.rck Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 I : :❑Does Not ;table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, (Glazing U-factor(area-weighted U- U- ;[]Complies ;See the Envelope Assemblies 402.3.1, 1 average). ;❑Does Not table for values. 402.3.3, 402.5 ; :❑Not Observable [FR2]1 ;❑Not Applicable ; , 1 1 303.1.3 ;U-factors of fenestration products ❑Complies ; [FR4]1 :are determined in accordance - []Does Not :with the NFRC test procedure or ; !taken from the default table. ❑Not Observable , ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ;': ❑Complies [FR23]1 :installed per manufacturer's ❑Does Not I instructions. ; ❑Not Observable , ❑Not Applicable 402.4.3 ;Fenestration that is not site built - ❑Complies ; [FR20]1 his listed and labeled as meeting ❑Does Not :AAMA/WDMA/CSA 101/I.S.2/A440 [-]Not Observable ;or has infiltration rates per NFRC 1400 that do not exceed code ❑Not Applicable limits. , 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. []Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not ; >= 3 inches in diameter and >_ ❑Not Observable ;11-6 where< 3 inches. Supply and !return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ; !for< 3 inches in diameter. 1 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ) ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids : ;❑Does Not below 55°F are insulated to >_R- : 3 ; ; ;❑Not Observable ; ❑Not Applicable 403.4.1 :Protection of insulation on HVAC ❑Complies ; [FR24]1 1 piping. ❑Does Not : ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2 >_R-3. : ;❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. : ❑Not Observable ; ❑Not Applicable : 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Veitas Residence Report date: 05/30/19 Data filename: W:\Veitas_Osterville\Permitting\06.04.19_ResCheck.rck Page 5 of10 Additional Comments/Assumptions: I I i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Veitas Residence Report date: 05/30/19 Data filename: W:\Veitas_Osterville\Permitting\06.04.19_ResCheck.rck Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Re .ID 303.1 All installed insulation is labeled ❑Complies ; [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, !,Wall insulation R-value. If this is a;. R- R- !❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least'/2 of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable. [IN3]1 Iexterior,the exterior insulation ❑ Steel I❑ Steel ❑Not Applicable !requirement applies(FR10). 303.2 !Wall insulation is installed per ❑Complies ! [IN4]1 ;manufacturer's instructions. ❑Does Not ❑Not Observable I 1E3Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Veitas Residence Report date: 05/30/19 Data filename: W:\Veitas_Osterville\Permitting\06.04.19_ResCheck.rck Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Ceiling insulation R-value. R- R- :❑Complies ;See the Envelope Assemblies 402.2.1, i ❑ Wood 1❑ Wood ;❑Does Not ;table for values. 402:2.2, i i : 402.2.E ;❑ Steel ❑ Steel ;❑Not Observable [FI1]1 ;❑Not Applicable : 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 !manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every ❑Not Observable ' 300 ftz. " ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ? ❑Not Observable IE]Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation >_R-value of the ;❑Does Not ;adjacent assembly. ; ,❑Not Observable , ;❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 :ach in Climate Zones 1-2,and UDoes Not <=3 ach in Climate Zones 3-8. i ❑Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 I❑Complies ; [FI4]1 ;cfm/100 ft2 across the system or ftz I ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ; [-]Not Observable :tests,verification may need to ;❑Not Applicable joccur during Framing Inspection. 403.3.3 'Ducts are pressure tested to cfm/100 cfm/100 :❑Complies [FI27]1 !determine air leakage with ftz ftz ;❑Does Not ;either: Rough-in test:Total ; leakage measured with a ❑Not Observable !pressure differential of 0.1 inch : ;❑Not Applicable ; ;w.g. across the system including ;the manufacturer's air handler ; :enclosure if installed at time of :test. Postconstruction test:Total leakage measured with a :pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air :handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies (FI24]1 :by manufacturer at<=2%of ❑Does Not ;design air flow. ; ❑Not Observable , ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [F[9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable ; 403.1.2 Heat pump thermostat installed ❑Complies ; [FI10]2 on heat pumps. ❑Does Not : , ❑Not Observable ; ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies ; [Fl11]2 9systems have automatic or []Does Not accessible manual controls. ❑Not Observable ' ❑Not Applicable E High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Veitas Residence Report date: 05/30/19 Data filename: W:\Veitas_Osterville\Permitting\06.04.19_ResCheck.rck Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .1D 403.6.1 All mechanical ventilation system ❑Complies ; (F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. []Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not j systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply []Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for ; circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. ; 403.5.2 Water distribution systems that ❑Complies [F13012 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water ; system. Pumps have controls that manage operation of the pump and limit the temperature ; of the water entering the cold i water piping to 104QF. 403.5.4 Drain water heat recovery units ❑Complies [F1311 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat []Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 ;75%of lamps in permanent ❑Complies ; [FI611 !fixtures or 75%of permanent ❑Does Not !fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable ; !lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not L9J []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Veitas Residence Report date: 05/30/19 Data filename: W:\Veitas_Osterville\Permitting\06.04.19_ResCheck.rck Page 9 of10 I - Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 401.3 . Compliance certificate posted. ❑Complies ; [FI7]2 ❑Does Not ❑Not Observable ; []Not Applicable 303.3 Manufacturer manuals for ❑Complies ; [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Veitas Residence Report date: 05/30/19 Data filename: W:\Veitas_OsterviIle\Permitting\06.04.19_ResCheck.rck Page 10 of10 1 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 30.00 Below-Grade Wall 10.00 Floor 0.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass &I Door Rating U-Factor SHGC Window 0.30 Door 0.30 Cooling,Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments I r Town of Barnstable Building erw Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept I BAMMASS. 3.Posted Until Final Inspection Has Been Made. Permit Fo '� }Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made.. 1 Jl ills 1 Permit No. B-19-3233 Applicant Name: VEITAS,VIDA R Approvals Date Issued: 09/30/2019 Current Use: Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 03/30/2020 Foundation: Location: 33 SECOND AVENUE,OSTERVILLE Map/Lot: 116-065 Zoning District: RC Sheathing: Owner on Record: TOBIN,WILLIAM H JR&MARY E& Contractor Name: HOMEOWNER IS APPLICANT Framing: 1 Address: P.O. BOX 66 Contractor License: EXEMPT 2 WALLINGFORD, PA 19086 Est. Project Cost: $0.00 Chimney: Description: 12 X 16 Shed Permit Fee: $35.00 Insulation: Project Review Req: SHED REGISTRATION 192 SQUARE FEET NEW HOME PERMIT Fee Paid: $35.00 B-19-1878 w Date: 9/30/2019 Final: �rtr , ry Plumbing/Gas Rough Plumbing: Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. I The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work:' t Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed" `- 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: • Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: ToN' n of Barnstable pkTHE ro� Buildin g Department Services �y•.mnING DEPT. Brian Florence,CBO SEP 2 2019 sAxxsTIT�T.R Building Commissioner MAIM �m� 200 Mzia Street, Hyannis,MA 02601 TOWN OF BARNSTABLE prED M� www.town.barnstable.ma us Office: 508-862-4038 Fag: 508-790-6230 PERY=# $35.00 SAD REGISTRATION RESIDENT kL ONLY 200 square feet or less -33 S eZe2,ND Location of shed(address) Village Property owner's name Tel one number Size of Shed Map/Parcel# 127 / � Signature Date Hym=Mam Street Waterfront Historic District? Old King's highway Historic District Commission jmisdiction? You must file with Old Kings Highway Conservation Commission(signature is required) Sign off bo'urs for Conservation 8:00-9:30&3:304:30 PLEASE NOTE: IF YOU ARE WI1133N THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. Tg[S FQRM MUST BE ACCOMPANIED BY A PLOTTLAN Q fDrms-sne&e REV:08/6/17 MAY/02/2019/THU 10: 42 AM COMM Water Dept FAX No. 5084283508 P. 002 Centerville-Osterville-Niarstons NWs Water Department P.O.BOX 369-1138 MAIN STREET OSTERVILLE,MASSACHUSETrS 02655 c www.commwater.com OFFICE OF 1 G A coOA11D of WATER &IISSIONERS WATER wAM SUPERINTENDENT ' OEPT. TEL.No.508-4.2"91 �bNS FAX No.508-428-3509 July 6,2018 0 Barnstable, Town of a ai Building Department N "' 200 Main Street Hyannis, ILIA,02601 Re: Account#557 Veitas,Vita 33 Second Avenue Osterville,MA To Whom It May Coucem: On Thursday, July 6, 2018 the water service was discornnected at the curb stop for the property mentioned above. It is our understanding that the owner plains to demo the house and will install a new water service at a later date. If you have auy questions,please call our office at 508-428-6691. Very truly yours, Craig Crocker Superintendent CC/jw L JUL/06/2018/FRI 10: 42 AM COMM Water Dept FAX No. 5084283508 P. 002 CentervilUe-Osterville-Marstons Mills Water Department P.O.BOX 369-1138 MAIN STREET OSTERVI LLF,MA.SSACHUSETTS 02655 www.commwateLcom OFFICE of)BOARD OF WATER CONSCSSIONERS '� DEP WATER WATER SUPERINTENDENT Ns TEL.No.508-428-6691 FAX.No.508-428-3508 July 6, 2018 Barnstable, Town of o Building Department z 200 Main Street f- Hyannis, MA 02601 C) Re: Accouut#557 Veitas, Vita C" 33 Second Avenue N rrn Osterville, MA To Whom It May Concern: On Thursday, July 6, 2018 the water service was disconnected at the curb stop for the property mentioned above. It is our understanding that the owner plans to demo the house and will 'install a new water service at a later date. If you have any questions,please call our office at 508-428-6691. Very truly yours, Craig Crocker Superintendent CC/jw L Town of Barnstable qi RNISTR ILE�iJ4,t,�t C_L :- Planning & Development Department Barnstable Historical Commission "V i �r N',1���r,�i- wwmlown.barnstable.ma.us/hisroricalcommircion COMMISSION MEMBERS: Laurie Young,Chair Nancy Claris,Vicc Chair MarilynFifield,Cleric George Jessop,AIA ?a Nancy Shoemaker - '� l Elizabeth Mumford v� v Cheryl Powell May 9,2018 o � a Re: Notice of Intent to Demolish Structure&Relocate 1 y 33 Second Avenues Osterville,Map 116,Parcel 065 Robert&Jane Shea 41 Lawndale Road Milton,.MA 02186 Ann Quick,Town Clerk 367 Main Street,Hyannis,MA 02601 Brian Florence,Building Commissioner 200 Main Street,Hyannis,MA 02601 Pursuant to the attached determination,after review and consideration of your application for Notice of Intent to Demolish a Significant Building for the property located at,33 Second Avenue,Osterville,Map 116,Parcel 065, you may proceed with the proposed demolition as a public hearing is not required. Please contact Erin Logan at 508.862.4787 or erinloganfa?town.barnstable.ma.us with any questions. Sin ly, &4t,4- Lauric K. Young 1r Planning&Devclopu ni Dopattmett,Elizabeth Jenkins-Director 200&300 Main Street,Hymnis,MA 02601 BPRN-STRBLI TI:JNINI CLERK ,10 allb . Town of Barnstable 1 no p,� �� .1�,Fr _.i;� Planning & Development Department esntasresu. Barnstable Historical Commission www.town.Barnstable.ma.us/historicalcommission COMMISSION MEMBERS: Laurie Young,Chair Nancy Clark,Vice Chair Marilyn Fifield,Clerk George Jessop,AIA Nancy Shoemaker Elizabeth Mumford Cheryl Powell Chapter 112 Historic Properties, Section 112-3 D. DETERMINATION of SIGNIFICANT BiJILDING 33 Second Avenue, Osterville, Map 116, Parcel 065 Pursuant to Intent to Demolish Structure The property located at, 33 Second Avenue, Osterville, Map 116, Parcel 065, is not associated with the broad architectural and cultural history of this area. In accordance with Chapters 112-2 and 112-3 (D), Barnstable Historical Commission Chair has determined that this structure is not a significant building. i Planning&Development Department,Elizabeth Jenkins,Director Erin K. Logan,Administrative Assistant 200 Main Street,Hyannis,MA 02601 i i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# ����� Health Division T5 —71 R_ 6iD11 � S Date Issued .Conservation Division Application Fee , Tax Collector / ' Permit Fee 'T Treasurer SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis TOWN REGULATIONS Project Street Address C)- A y� Village LL L L Owner �i C i- mo .Sy�� Address L�� L� �D /''�r Telephone Permit Request , e4 -,_F1 _ 'Tp h✓*TZ_,C .Qpxi',."OL6e= Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 3 Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes CI No On Old King's Highway: ❑Yes ❑No Basement Type: d-Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing 3 new "— Total Room Count(not including baths): existing __5_ new First Floor Room Count Heat Type and Fuel: ❑Gas 030i1 ❑Electric ❑Other Central Air: ❑Yes �o Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ r Commercial ❑Yes O'No If yes,site plan review#, Current Use Proposed Use BUILDER INFORMATION Name TeleP hone Number Address / L��z✓�ni'r« �� License# /LI G `/'Di►/ ��iG, Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �u/��'Si'[:� ��-S✓ t��-sEe��s� i SIGNATURE — DATE 1/ D 1 FOR OFFICIAL USE ONLY PERMIT NO. ' DATE ISSUED MAP/PARCEL NO. ADDRESS ] VILLAGE OWNER E DATE OF INSPECTION: FOUNDATION ' FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL 4 PLUMBING: ROUGH FINAL GAS: ROUG - m FINAL M N P— }� FINAL BUILDING ��- O Nm yk_ mQ • ; � ' � yam., � mCv` i � s DATE CLOSED OUT J � ,i ASSOCIATION PLAN NO.� a mm v _ f c oFJOE r Town of Barnstable Regulatory Services B ABr�, Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142Arequires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied ' building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. / Type of Work: ,�,�� En�.% ' �' Estimated Cost Address of Work: 1 eZ�✓ �� \ 6tivner's Name; Date of Application'. I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied []Owner pulling own Permit Notice is hereby given that; UNREGISTERED . pWNERS•PULLING THEIR OWN PERMIT OR DEALING WITH CONTRACTORS FOR APPLICABLE HOME IMP GUARMEANNT�'W FUND EORK DO RMGL cE.142A. ACCESS TO THE ARBITRATION PROGRAM SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR wner's Name Date/ Q:forms:homeaffidav i =/ - The Commonwealth of Massachusetts 7- '- Department of Industrial Accidents C� - Office of Investigatio hs 600 Washington Street, f Floor ?� Boston, Mass. 02111 Workers'Compensation Insurance Affidavit:Building/Plumbing/Electrical Contractors p� �q -�q��jst S �^�� r-�a... yr�,,,y.•�s1+�„� . FlppllCtl tci'-ll BNVH nnOD'. 1�,`x�sf,.y n471, r�nnCe,. �'0�WI. +S'.Tb� s 'yt?a.. ?6.. name address' city 1 A state: zip: Ors((,F� phone# work site location(full address)' ❑ I am a homeowner performing all work myself. Project Type: ❑New Construction[]Remodel ❑ I am a sole proj3rietor and have no one working in any capacity. ❑Building Addition .:�..�7"''M'L�t.�!-J'.�..�.�,u��',.:.a�'yi',A':�i�.tb+�i���3iai.��.�"'�a" m:.,.:.� .. ... ..r. _. ._...�,::, ... �:'.�...._.....:_�.:r?•'.;:. ..:_t': .:;•, -.t-,•Y�:_ ❑ I am an employer providing workers' compensation for my employees working on this job. company name: address: city: phone#• insurance co. Volicv# w, �❑ I am a sole proprietor,general contractor,or homeowner(circle one) and.have hired the contractors listed below who have the following workers' compensation polices: Company name: -- address' city: phone#• insurance co. vollicy# company name: address' city phone#• insurance co. policy Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of SI00.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do hereby certify under the pains and penalties of perjury that the information provided above is true ai d c rrect Signature Date l Print name Phone# [0check use only do not write in this area to be completed by city or town official tow n: permit/license# ❑Building DepJ ❑Licensing Bo f immediate response is required ❑Selectmen's❑Health Depa person: phone#; ❑Otherep,.2003) t Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", 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 section 25 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,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 in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name,address and phone numbers along with a certificate of insurance as all affidavits 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. Wowr City or Towns 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. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. .. :� The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street,7'h Floor Boston,Ma. 02111 fax#: (617)727-7749 phone #: (017) 727-4900 ext. 406 Town of Barnstable F1HE Tp�� ' o� Regulatory Services V! • snntasrAZM a6;9• Thomas F.Geiler,Director . Building Division h, �� Tom Perry, g Buildin Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION:. number street village 1 .2 "Ho1�owN>;R": name // home phone# work phone# CURRENT MAILING ADDRESS: 9 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of laud on which he/she resides or intends to reside,on which there is,.or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use andlor farm,structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under'the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with.the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barn table Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and require eats /J • L Si ure of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger.will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimatelyresponsrble. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responstbilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:fonns:homeexempt ) J , G c _ f• l4izx�� . s ' t i 1 � CONTENTS ARCHITECTURAL DRAWINGS: SIB®KE DETECTORS A001 GENERAL REVIEWED A000 TITLE SHEET NOTES&PROJECT DATA A10 BASEMENT FLOOR PLAN BUILDING DEPT. A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN R S L UILDING EPT. DATE A103 ROOF PLAN A201 ELEVATIONS JUN 0`7 2019 A202 ELEVATIONS A203 ELEVATIONS FIR DEPARTMENT DATE A301 SECTIONS TOWN OF BARNSTABLE � BOTH SIONAWRES ARE REQUIRED FOR PERMITTING STRUCTURAL ENGINEERING DRAWINGS: S1.01 BASEMENT/FOUNDATION&FIRST FLOOR FRAMING PLAN S1.02 SECOND FLOOR&ROOF FRAMING PLANS S2.01 GENERAL NOTES&TYPICAL DETAILS S4.01 SECTIONS AND DETAILS S5.01 SECTIONS AND DETAILS S5.02 SECTIONS AND DETAILS CIVIL ENGINEERING DRAWINGS: C2.0 PROPOSED SEPTIC SYSTEM PLAN Barnstable Bldg.De t. Approwd by' Pernnit#:o����� 8 a WN H U W F- U r < a VEITAS RESIDENCE OSTERVILLE, MA VIETAS RESIDENCE ssssouncnva osrrav��wn.MA TITLE SHEET PERMIT SET 05.30.19 A000 ` !E _ .I x Y BAXTER NYE rae . al S BAXTER NYE DEVELOPm LDT PROTEC1IaN-DE1MounaN ENGINEERING& ' \ AND REHIRDNO ON NaN-CdF�IaB/o LOT ,rw ,a.D • SURVEYING LOT 0TWERAGE By 4,1113 sc.c200 FLOOR AREA"TO 7,219 Si.CBCE - - BUDDING IQ]OIT. 2-1/2 mom OR w R _ al Engineers 00"GUMe UPLAND AREA a INS PAROL:24.06ft SF. and Land Surveyorsistered Professional LOCUS MAP GENERAL NOTES' 78 North Street -Jrd Floor Hyannis, Massachusetts 02601 THE INT NOT TO SCALE 1. THE OF THIS RAN 5 To OM DWW SITE CONDITIONS AT TALUS. Phone- (508) 771-7502 2 MOOS AREA 6 COIPII✓ISE1D OR Fax- (508) 771-7622 PER CURRENT Aggg4ppg ECORM www.boxter-nye.com -To—I I" OEIEk VIER R.VEMAS BOOK 31=PACE 242 fE�LL PAR BOOK 27,PAE 13E EDT Is I DETAIL "B„ ASIESSON's MAP Ilk PAISEL 00 1 PROJECT BE NO MARIL AS SHOM ON THIS RAN 00 DETAIL "A" A ZONING IMPORNATM i+ zOhw BMW..RC SFR�D�aLBL_ CORNER 10 19 HH2615ir _ _ _ _ _ _ AREA-s7 9'� P - N 81W10-E - - -- C9J'DH FIND MR.LOT FRONTAGE-20' }^r SURVEY WAG NAE YN MDT mM-1o0' M z DJ=v-at.s7 NAVose y�A -17 (SEE DETAIL A) E0�—'N �tl-—JV_ NL... _ W 'VN W W W W WOMUMI SMUTS:Miia-70'OR 2 WE 12 1�-10' s d. C 91 GO R-71JM C 2_PL reS r±LN C —C —C —C rl�," wlNlw Em CaFRAE-zDi �? C SECOND AVENUE �� �bND AI/EI� 1- Pm°'"1E"RATIO"°'° Z (35' MADE PER PLAN BOOK 43 PAGE 81) N m DwTaAr DISTRICTS svnNEER Esnum EaaD p �N — EOP - - - _ S A ORE SFARON HAS NOT BEEN PFRSORMD FOR INS SITE THERE YAY V RV� �O N 81'00'10'E a` N YO"E 14117 W/DN1 FIND E RODS IEY WHIM FASEIETR.TA NCS,MOR7CA=MIT OF WAYS Iva• W7 v DH FIND 24J.w DEED --pp�� N 81'O(110-E EM NOT INDICTED.F EEEIEwED ro E NDE API!,A ORIE SEARCH A LOT CORNER (SEE DETAIL C ,1i„ I /uP p D M>uD SURK onExs AND sU1REn ro aQEEN NYE C s u L O TO DRILL HOLE 1 4b y{(/ aESS o!_1OQ FOUND S & THE PROPERTY LINE YSORIWION SHOWN 6 EASED ON CUdENT A ILAB E I v I -- V O RECORD INFORMATION COMMPC OF RAMS NA DFIDS THE DMNO FEATURE D SUPAtl a.a2' SHOWN EEREDN WERE DETAINED FROM K ON THE MM FIELD SURVEY o, �I / I PERFORMED ITT SUTER NYE a 9AI1E111G ON JUE 1.�18. 7. CUE '00 PANEL MEHR 211 W57 J THE FLOOD F1DOD 1NALUIfF ROE Yw AVi61R5 TO ODEE NINE AREA AS ZONE[ I DETAIL "C" ° �d E CO SULTANT PER PASS OS OMVER AS OF WAS/2M& SITE DOES NOT APPEAR TO E 07M AN ACEC(AEA OF Os11Gl EMWO14M91UL CONCERN} 51T DOES NOT AiFiVi To E WRw!K AREA OF FSTNAIm H49TAT OF RARE LIIIAFE K N/F YARK PETERS YAPPED ON MASS as OLIVER PER NIESP'SW-HAUNTS OF RARE RLIhE'FOR USE ERR LORETTA KFNN(Dr h i 11. \ O,S, f I O DE MA FRANCS PROTECTIONACT EQ O AARONS(]ILO N 101' DEEDMAP B55 OOK LOT OeB I SIZE DOS NO APPEAR To tIXTAW A ORIFED VERNAL.POOL AS YAPPED ON MASS NX5 ILIVFR 1 PER NEB'CFNI6ED VERNAL POOLS 1 il'I GRAVEL DRIVE 1 .j PREPARED FOR: z / S SITE DOES NOT SPEAR To E fDBV A tEILAND E901RE AEA AS MAPPED ON YASS as Paaa ' SYSTEM Vida Veitas 7 1 " 511E DOS NOT APPEARro E 1Nn1E'1 A PRIORITY HAarAT AS MAPPED ON PASS aS OLIVER PER 8 68Ck River Road 1 H mew A60RITr HAETAIS 6 NAE SPETYY FEN EPEES UINDER THE MASSACHSETiS Hingham, MA 02043 >E 1 1 N g °DANK SPEW ACT.R RI ATIOS(sI oD 101 9 1 1 DEIELLI c SITE DLES NOT APPEAR ro E tRBI A STATE N4NOVED ENE 1 GROUNDWATER RECHARGE 71.4' \ ° tS ESS : �'', E PROTECTION AREA t3 a SITE APPEAI6 ID E WIEEI A 20E OF COIITEI11101 To A SALTWATER ESTUARY(BAfElSM9E S?'-•g FLAGSTONE S' 7 EaH in zo-Ol ` wAIKWAT BK i 1 m PROJECT TITLE L R11RINSE VALVE ;1N1g '`R^ N/T JONIFER WASS 33 Second Avenue O®BOOK I3701 PG MI B• UTILITY INFORMATION SHOWN NER S EIN: AGE MAP 116 LOT ae4 Osterville,MA 02655 IE CONTIMICTERLOCATION SHALL C(NTACf DIG SAE(ATTIE I-T LEAST 2 H AND UTILITY T COPSES ro LOCATE THE LOCATI011 IF ALL DDSIeD Ui111ES AT LEAST R HOES PL80R ro DE START OF Ij CONSTRUCTION. UDERR DOM IIXD INFRASTRUCTURE, IN NI A E, CONDUITS ARC LIES ARE N/F YATMEW At I.AURT KF11EY j A�y,�IlII w pit?``•`�Y, SHOW FROMMIIIE G E W r(PLY.MAY NOT H ro THOSE D WON MUM NC HAVE OM BOOK 27e94 PG 128 6I I ' To E REO 9An ON THE AVM-49 E UTILITY RECAPS NORD HXOH THECONIRACIOIR YAP 116 LOT 132 ADM RED E.gAR F m ILLY POASI E FOR ANT'AND A wE E L DAMAGES CH MIT OCCASIONED BY THE CONTIEWTO'S FAILLE To LOCATE STD INFRASTRUCTURE AND UTILITIES DUCKY F FEUD er CONDITIONS OFFER FROM PAN MUFMATIRA THE CO TIMCTOt 9WL NOTIFY THE DMJIEER SURVEY SPIKE C1 I IMMEDIATELY FOR P0690E REDESIGN ELEV-]1.J$ 0 I s N VIDA VENT \�®NA— Sam Ei'OSIAPON FROM PLANS HAS®1 CONED ION OBSERVED EVIDENCE O'UTILITIES ro LOTJ EA�24 066t55F I E1ElID A 1E1 OF iMOE ILBEAOROIRD UIUTES HOWEVER,UOOC FXCAVAl10A IE OGCf IDCATION OF CEDE MID FEATURES CANNOT E ACCURATELY COMPLETELY AND RRL40LY 1` 0.55t ACRES I (2)APPR010YAYE DEPICTM ■ERE ADOTIONA.RR MOM DEWED NUNATION 6 EOLEA THE CLIENT 5 ADVISED E7057PE Fae'LEACH THAT EXCAVATION MAY E NECESSARY. PI PITS PFA NEALYII „pry II ; DEPT.SKE UTILITIES NOTED HNOR AS*COMPILED"AM SAIM BASED ON SOURCE INFORMATION (DECO D RAMS)OBTAYED FROMpEE1TY COMPARES AND/OR WACE'AITES.LOCATIONS OF 16'R AR$EIHACK i -- -- "COMP EO•MUM SHOWN ARE EIF OIA E CO ARWOTE OILY ---32 CALC.1 -D®I20.ao' slag FENCE - s 81 W'46"W E)QSTING SEPTIC SYSTEM INFORMATION(SEKED FROM 9711C SYSTEM INSPECTION REPORT BY J. CB FIND 81D4.4B-W FIND JO00 (� R,1p INN ON FEE AT BOAR OF EA.IH e (SEE DETAIL D) SEE DETAIL E) (SEE DETAIL IF) N/F 5� IvOOK p�DRWNE HEA EY N/TPC,50 A BOOK HAUSEN TOWN W� SEANCE SHOWN ON THIS RAN FROM EATER OEPKf1ENT STIFF 0-ST-T DATED i 314 YAP 116 LOT 133 I YAP I LOT 071 E.&W UE 9 0M ON DES RAN ENS FEUD LOCATED INDICATING OVERHEAD SERVE FROM O B Y DATE DESCRIPTION UIIRY POE 2 ON 6/1/1E SHEET TITLE T 27' Existing Conditions 0.43' o Plan 9 o.R1' s i L - SHEET NO DETAIL "D" EC 1.O - I I - i o, DATE:MAY 30, 2019 oDETAIL "E" DETAIL "F" 20 0 20 40 9 _ s SCALE IN FEET F S C A L E:1'e 20' DRAWN BY; JAC CHECKED.BY;SIFT 7 JOB N0;2016-020 F1LE;2DIs-075 O SEP11C CONSTRUC110N NOTES: B M X T E R N Y E TYPICALSYSTEM PROFILE 1.ALL SYSTEM COMPONENTS 91NL BE INSTALLED IN ACCORDANCE NTH TITLE V ENGINEERING SL:MEMNG OF THE STATE SANITARY CODE DATED SEPTEMBEA 9.20113.AS AMENDED NOTE: ALL MATERIALS SHALL NEST H-20 LOADING REMMIU47S THROUGH THE DATE OF THIS PLAN.&ANY LOCAL RULES A REGULATIONS FRAMES ANTI COVERS TO WIIIOI e•OF FINISHED GRACE OVER GARBAGE CINDERS NOT ALLOWED NTH THIS DESIGN. APPUCABLF_ OW NO OUTLET TEES. RISERS Q COMERS SMALL E WATERTIGHT nMSH FLOW IMEY-SCOD 2.ANY CHARGE TO THIS PLAN MUST E APPROVED IN WRITING BY THE TGECR. BAX TER NYE A N�NOT E CHANGED WITHOUT PRIOR DMA WITHIN E A RUSH MADE AK BY THE 7AC GRACEBE rR�n ND mWn ro E wEmwrt wIH Novi aTaOa/ III ONE awER TO slew rnAa:. a NHEN caNsauc-IS CONPLETm.PINK-TO BACOTENB;NOTu'r nE ENGINEERING& N�OINK-= SV41 E BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. OONIFCig11�8DWFF CrI 4.ALL SANITARY DISPOSAL SYSTEM PIPING TO E 4•SORWIE 40 PVC.DNIESH SURVEYING TOP O TI N-0132 FOR n NNAz j4f :j ALL ovAaETa(/' OTMERNSE NOTED HEREIN. .: I LI 4•PW:AL a FROM INN - -au SVN b P.CI e . 4• ND PLe 4•sDH 40 Fx W 14- a IF THE SOILS ARE FOUND TO NOT E CONSISTENT VAIN THE TEST 14O E DATA ' OM IOff NL FI ST Y(rO E LEVEL) (D FEASTEXCAVATE UNSUITABLE MATERIAL.TO TIE-C HOIZON'IP REQUIRED.FOR A MN N-]0.15 IOL x OUT.20.P0 RUER FIIE HOIZONTAL.DISTANCE OF S'SURROUNDING THE LEAQ/NG FIELD.AND RFRACE Registered Professional Engineers .1 m LE a PVC R ZL FROM D-BOX Pm MDn O DHIEHRS�TOdY WITH CLEAN SAND PER 310 CMR 1a253 TO THE TOP ELEVATION O'THE S -PVC TEE Y e SOH 4D PC and Land Surveyors LIQUID RIFFLE Q- 4 aA PK G.INSULATE ALL PIPES AGAINST FREEING AS REQUIRED N4EN LESS THAN S OF I4D-E11, MIA'N-N.80 SOP Ox Oa1A.63 NON LION 24:^ GO 0 0 0 0 o COVCE 78 North Street- 3rd Floor OOIOEIE e,Da19FD r CRUSHED. '- URCO[®nH 7.THE SEPTIC SYSTEM DESIGN oafs NOT M40MM GARBAGE COLOR DISPOSALS. Hyannis, Massachusetts 02601 ., .• .' STONE OeE STONE M•-tr 8.CAUTION:TIIE CONTRACTOR SINE CONTACT DIG SAFE(AT 1-688-MG-SAFE) wm2NNx MAIN,NJOW TE PEAIO¢Div IiOP OI5[Nsm SRO[ 9 MEN AND UTILITY COMPANIES TO LOCATE ALL ERASING UTILITIES AT LEAST 72 HOURS Phone- (50B) 771-7502 •�.•'c-"?:••s•,'i 7:....i:.�.•..••• ;..:�.'. �IF�IIQI BQ7( SATJ. EFOE IKE START OF CONSTRUCTOR.THE CONTRACTOR SHALL DETERMNE THE a swu E Imum ro THE t INOamlf BEwa.n eIt•uri 1.500 OALLOII!��TAN( • UOO TIEPIN N S➢IC T7NI OEPTUH O OlnE HEY IIFIlN RA LIE 51101EY 08-0 N-m E DTUAL -SL coOfON[Iwx um/0 IOOOa EXACT LOCATION.BOTH HORIZONTALLY AND VERTICALLY.OF ALL COSTING Fax- (506) 771-7622 SIN ro E N$TNMD ON A LENT 9MC BASE Iq NWIWu1mWWMR®H�ro DEV-A4 U7WTIES BEFORE THE START OF ANY WEN.THE LOCATION OF EXISTING www.baxter-nye.com 51oE7'STISW-III OR E01M1 UNDERGROUND UTILITIES ARE SHOWN IN AM APPRoxWATE WAY ONLY.MAY NOT TO E F69NUD ON A LEVEL SABLE Blg 4 FEET iv Fob LFACHM COMM L®OMLOO e FEET 24 FOES E LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY 94=30 SOI GWION Ifm OIYEA OR EQUAL VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR AGREES TO 7 FEET 29900 E FULLY RE9'ON9BE FOR ANY AND ALL DAMAGES WHICH MIGHT E e FT7 34 Pon lO0- OCOASIONED BY THE CONIRACIQYS FAIWRE ro LOCATE THE UTa1TIES EXACTLY. IF ELEVATION INFORMATION 0IFFFAS FROM PLAN IMPONATON.THE CONTRACTOR mRT SHALL NOTIFY THE ENaNEm IMMEDIATELY FOR POSE ALE REDESIGN.AT UTIUTY 4"8'-H20 IN LOCATION INVERTS OF WITH PR( ) ENoss1N VERIFY FIELD THE LOG G cs, GAS. 'e�ma pq LISP / AMO 11MF 1 4 1 O .. _.O. m�E IgpITpR I -I 20•DIAL- I TELEPHONE dT HE ENGINEERS S DI RELOCATE E CONFLICTING WITH SHALL PRESERVE INVERTS PER THE ENGINEERS DIRECTION.THE CONTRACTOR SHALL PRESERVE ALL ® ® ® O ® ® ® I UNDERGOURO UTILITIES AS REQUIRED. !O!FMASS�W r NNE YA2 COVER9.THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON A E SOREMATIG FAIN- "\ 7 - - QDIQILE rJ94 LAYOUT SHALL E AS OE7FRYI/FD BY HAIL APPROPRIATE UTILITY COWARY. v ® ® ® ® ® ® ® S P i3 STAMP N H T . «..:•: r ETLCM DOINe miN 1oz. msaIE 0 Ep Y LEACHIM IMM391MLWIN 0Ta O1A"Nor 1 SCALE-1In V VN►L Np,43183 w A7P OAC OTN`S'D'L"T A NyT+ pH sfONa� (8/ - cOfBI0 ro C8I111 26J L - . . .. -- - N 810010 E }'L INSTALL SILT SRO( SURVEY MAC NAIL :.�v �JZ AT CATCH BASIN ELEV-31.37 NAVD88 (SEE DETAIL A) b 'J - IGVrR.IR'SeVN W -W W -W �-� GCB R-`1.D4 G 2_PL GAS IMIaIN G G -G G +1�"n .Y N S U L T A SE No--A VENUE 4 ILL p .. 1� Fri///yES�WIDE PER PLA BOOK 43 PAGE 81) I N xw;w__ s l eP _ tH _N 8100Y0-E __ i .. N 8 10-E 14127 w� 24J.40 P FN G120. -OEID 120. _3 -- - - N BFIDZIOrE -- - LOT CORNER (SEE DETAIL C u 4 CON MIN EDT UP,43 TO DRILL HOLE I PROPOSED OETALL_n . a7 `� 4TIWEYL FOUND PROPOS UNDERGROUND PREPARED FOR: NO � ELECT=DAT.k COMM. `) p I Vida SERVICES -- - - 8 SERVICES ,,, GERM------- ,P TP P 4-SON 40 PVC VERY ry' SRHE.TE N EMSTNG ZONING TABLE 8 Backk River Road WITH ANIMAL �� e•QNIDeD nae 12113'IO]'X-20 LEACHING PROPOSED Ix •tt� DNLI� ' I'' PROPOSED GAS OVERLZONINAY OSTRICCM RSEP.RPao moss-gc11GN Hingham,MA 02043 04AMBER WITH(2)500 ASPHALT SLAB ELEY-32&7 H SEND AUDWFD USE SINGE-FAMMY RESIDENTIAL ALLOT PFECAST CIA1�7t5 DRIVEWAY y S EXIST USE' 9NQEiAYGr RESIDENTIAL f USE,' 9NG7E-FA Y RE9DFNTAL ZaZ7 SF NOIRES v LF 4•SON . Tpe PRO'TNT FLOOR-2.827 S 40 PVC O?1l h PROP 2ne FLOOR -1.]B3 SF 1.t®THNI M LL NOEO AT Wei �EK NO®W�0.V08 ]lF 4-SON i 1I•__, EXIST TOTAL.BUILDNG AEA-1.898 SF TOTAL.FLOOR AREA 4090 S' 40 PVC O 2W In 3 s W DFmNH¢WMA eE IMx7wE0 a A aWA1nIa ONa N/G uaRx PETERS A 14a 1•S O'ER ASSESSOR RECORDS) mod.: " MAYW PON TOP BTfP tl�No wo (%txlgTra KENNEOI F I G DWELLING RESIDENTIAL SUTIDO FWW N75 -3.637 SF ,mnaAL SRO¢As OeOnw OTwO NO I®,OWE m OCNIwr PROJECT TITLE DEED BOOR 20129 DY SS CST. MI TOE RAZED O ANY MEASURER USED Te TRAP SOOMENT.ALL SIW,E1T SIUEA MAP 116 LOT Deb Box G. 1 N O I COST EE.DCS ROTPRINT-1.112 S IELOIEO WASHED R 1� TO P SUC W Y NRT E 1500 GAL H- �; I EXIST BURGS TO E OMOUSOD PROP TOTAL-SITE BUILDING FOOTPRINT-a777 S IvamO MOECTgN Np MNANOpNIa W,u E wOAmm AS I®Ea 33 Second Avenue SEPTIC TANK Q 16Y 32 TOTAL.PARCEL AREA 2 068E S Osterville,MA 02655 z 11.3 O O -- EDSTING PROPOSED 8 FAQ LOT AREA 87020 SF 87120 S 24,066 SF 24066 s• F UGE TWOFIORI' 20 FT 120 FT R 16 Ui 1•SON CO j fO IUTAG ACKS N FRONT ACK FT 7C9 26.7 FT 4O 3i4u `'e•P g ACN o e.3 a CiIOH N> BTABLM COHBTiL E)8T MTA SEIBA 1a FT 8a8 Fr T.2 FT YAL SLOG HDONT STORES 2]STORES ON 30 FT 3 STORES4 ON 0 FT 2 STORIES FT aW �L(=TUW441L . ` i, C - YAx FLOOR AREA RATIO OL30 3010 N/A M17 4,190 ®,., YAL LOT COVQNAE STRUCTURES. •PIE-0]SIBIG NON-COMEO APING mSWTIN r&MoDWED SHED teat `: `'?? .32 ! LEACHING AREA REQUIREMENTS 12P. N® NITROGEN LOADING LIMITATION.PER BARNSTABLE HEATH DEPARTMENT ARTICLE XV. �L J150 . '�, N/F JEN IFER WAS$ PROTECTION OF SALTWATER ESTUARIES, REGULATION 360-45(B)(1)(b): SOIL LOGS DAM AL1aueT 2t 20e 8 �`` i oeD BOOK 13791 PG.311 MAXIMUM ALLOWABLE FLOW SHALL BE WHATEVER IS CURRENTLY PERMITTED. MAP 115 LOT Osa F (PERC #15753) "�'�'� a �? ALLOWABLE FLOW: SOIL EVALUATOR: BOARD OF HEALTH AGENT: W STEPHEN MATSON. P.E. DON DESMARAIS R.S. N/F MATTHEW e:LAURIE KELEY 330 47D PER EDOSTING SEPTIC PERMIT OCG BOOK 27894 PC.128 f .E24N l 1 TEST PR 1 TEST PR 2 TEST PR 3 TEST PR 4 E MAP ne LOT 132 )R Jl240 -` Rf51DEHML'J BEDROOMS CS.E-J1.63 GS.E-31.6,E C.S.E-J1.7t CASE-31.43 I. / ) V� K 1TD GPD/BmR00M �_-y DATE DESCRIPTION R.Ev� Ilk I Ci `• 'd DESIGN ROW-JJfI GPO A;7.5 YR 2S/1 SANDY L04Y A;7.5 YR 2.s/1 SANDY LOAM k 7.5 1R z.s/I SANDY LOAM A:7.5 YR 2s/1 SAW L04u EIEV-31.32 HANGERS/ y, SHEET TITLE i N VIDA VFJT �- GARBAGE GRINDER(NOT INCLUDED)-N/A 8- ElEV=J1.1t B- ELEV=J1.1f 8" ELEV=J1.2t 6• EIEV=J0.93 Mla 116.LOT 065 ` G LOT AREA-24066t SF I ` EXISTING aSSP005 AND PERC RATE- <5 MIN. /INCH (CLASS 1) 8;7.5 YR 7/6 SANDY LOAM R 7.5 YR 7/6 SANDY LOW R 7.5 YR 7/6 SANDY LOAM 6;74 YR 7/6 SANDY LOAM Proposed Septic 0.55t ACRES I SURROUNDING STONE TO LIAR-0.74 CPO/SF' --I JO• P ;I E PUMPED AND REMOVED 30• ELEV-29.It 30• ELEV-29.If JO- ELEV-29.23 EIEY-2B.9t System Plan I uN L EX HINC AREA OF SAS REQUIRED:ED: 3W GPI/G74 GPD/SF-446 SF MIN. C. IOYR 7/6;COED-FOIE SAND C;10YR 7/8;FEW COB SANG C; 10YR 7/6;FEWMEDFXCOO SAND C. IOYR 7/6;FEW COB SAND FEW COBBLES FEN'COBBLES NEW COBBLES FLIP COBBLES 132• ELEV- SHEET NO (2)8.5L 14.8J'W LEACHING CHAMBERS;4.OF STONE ON SIDES AND ENDS OF CHAMBERS 132• EIfV=20.6t 132' ElEV-20.63 132• EIEV-20.73 20.43 CALC120.1J'-DEED 12G00' i E.�.TKADE cT-7:L'E SIOEWAl1 AREA: _ s 8104'46•w (12.83'+25').2'E(2) - 151.3 SF NO WATER OBSERVED TO I3Y NO WATER OBSERVED TO 13Y 2,O -�TJ� -� - 20AL PERK AT 54 (F3EV-20.n PERK AT]4•; d S 810E 46 W FIND JO.UO' BQIIDM AREA f1283' 2K'1 -3208 SF (ELEV� CelbH FNO CB/DH FIND <2 YIN./INCH. <2 YIN./1NCH. (SEE DETAIL D) SEE DETAILL E) (SEE DETAIL 10TAL EFFECTIVE LEACHING AREA 472.1 SF D ATE:MAY 30. 2019 o N/T STEPHEN J IV e:CA7HERINE HENEY N/F JAMES h LESLEY HAUSE R F) SYSTEM OEM CAPACITY-472.1 SF 10.74 GPD/SF-349.4 GPO>3M GPD-OK. 20 0 20 40 DEED DOCK 29860 PC.50 GEED BOCK 2!735 PG 314 YAP 118 LOT 133 I YAP 118:DTI OT V 1 CERTIFY THAT ON JULY 2007.1 HAVE PASSED THE SOL EVALUATOR ETOY/UTION SEPTIC TANK SIZING.]JO GALLONS PER MY x 2DO%-660 6KLLONS APPROVED Br THE OPARTYER E ENVIRONMENTAL PROTECTION AND THAT THE NWu USE 1500 GAII MINK RM RFPTIC TANK PER i 5 ABOVE ANALYSIS WAS PERFO7NFD BY YE CONSISTENT WITH THE EQIIED SCALE IN FEET TRAINING,EXPERTISE NO EXPERIENCE IENE DESCRIBED IN 310 OMR 15.017 SCALE:1•- 20' SIGNATURE DATE DRAWN BY: JIG CHECKED BY:SYN 7� JOB NO:mi6-02] F I L E:m18-M SPANg 8 ABBREVIATIONS: SYMBOLS LEGEND: GENERAL NOTES: ZONING INFORMATION: AT LV.L. LAMIWITE0 VENEER LUMBER INWEST CL CENTERLINE LAM LAMINATEILAMINATED WRC. WESTERN RED CEDAR 1. GRIDLINES "- nn 1. CODES:ALL WORK SMALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE. PROJECTADDRESS: PL PROPERTY LINE LAV LAVATORY W.G. WATER CLOSET Y IY v.ixIs BTMEDRKua. 33 SECOND AVE 0 DIAMETER L.F. LINEAL FEET WD WOOD 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS.USE CALCULATED DIMENSIONS ONLY. OSTERVILLE,MA P 0 POUND OR NUMBER LOC LOCATION W.F. WIDE FLANGE __ XAXIS NOTIFYTHEARCHRECT IMMEDIATELYIF ANY CONFLICT EXISTS. (E) EXISTING LP. LOW POINT W.H. WATER HEATER o- I I JURISDICTION: (N) NEW LT LIGHT W/O WITHOUT 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO INITIATING THE WORT(.NOTIFY BARNSTABLE,MA WIN WINDOW THE ARCHITECT OF ANY DISCREPANCIES. ABV ABOVE MAS MASONRY WP WATERPROOF ROOM ROOM NAME 4. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT.PROVIDE ALL BUCK-0UT ASSESSOR'S MAP PARCEL NUMBERS: ACC ACCESS MAX MAXIMUM WR WATER RESISTANT 2. ROOMREFERENCE ACOUS ACOUSTICAL M.B. MACHINE BOLT WT WEIGHT ROOM NUMBER BLOCKING,BACKING,AND JACKS REQUIRED FOR INSTALLATION. MAP 118.LOT O65 A.D. AREA DRAIN M.G. MEDICINE CABINET FLOOR FINISH FLOOR FINISH AD). ADJUSTABLE MDF. MEDIUM DENSITY FIBERBOARD 5. VERIFY LOCATION CALL EXISTING WORK. ES AND E AS-BIG:CAP.MARK AND PROTECT AS NECESSARY TO COMPLETE THE WORK.PROVIDE AS40UILT PLAN OF ALL UTILITY LEGAL DESCRIPTION: A.F.F. ABOVE FINISHED FLOOR MOO. MEDIUM DENSITY OVERLAY LOCATIONS. SEE SURVEY BYBAXTER NYE ENGINEERING 8SURVEYING ALB. AIR INFILTRATION BARRIER MECH MECM/WICAL 3. DOOR REFERENCE 191 DOOR NUMBER ALT ALTERNATE MLAM MICRCLAM 8, ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. LAND-USE ZONE: ALUM ALUMINUM MEMB MEMBRARE APPROX APPROXIMATE MR METAL 4. WINDOWSKYLIGM REFERENCE O WINDOW TYPE 7. SERVICE WATER PIPES IN UNHEATED SPACES TO BE INSULATED. SEE CIVIL ENGINEER DRAWINGS ARCH ARCHITECTURAL MFR MANUFACTURER B. PROVIDE FIRESLOCKING AT ALL LOCATIONS REQUIRED By THE MIN MINIMUM MASSACHUSETTS STATE BUILDINGCODE. BD BOARD MISC MISCELLANEOUS 4, BUILT-IN REFERENCE ® BUILT-IN NUMBER SLOG BUILDING MTD MOUNTED 9. PROVIDE DRAFTSTOPPING AT ALL LOCATIONS REQUIRED BY THE ffi BLKG BLOCKING MAT MATERIAL MASSACHUSETTS STATE BUILDING CODE. S' BM BEAM MUL MULLION B.O. BOTTOM OF A � 10. MOUNT ALL DOOR HARDWARE HANDSETS AT IV TO CENTERLINE UNLESS LAND USE REQUIREMENT YYY!!! BOT BOTTOM N NOR THDRAWING NUMBER OTHERWISE NOTED.VERIFY WI ARCHITECT. WA NOT APPLICABLE S. EXTERIORELEVATION 11. USE CAST IRON WASTE LINES FOR ALL PLUMBING IN CEILINGS AND WALLS. REQUIRED: PROPOSED: CAB CABINET N.I.C. NOT IN CONTRACT A201 SHEET NUMBER a C.B. CATCH BASIN NO NUMBER - 12. ALL INSULATION MATERIALS SHALL HAVE FLAME-SPREAD RATING NOT TO EXCEED 25 AND A LOT SIZE: 2 ACRE .552 ACRE FL+J CEM CEMENT NAT NATURAL SMOKE43EVELOPED RATING NOT TO EXCEED 450.PER MASSACHUSETTS STATE BUILDING CODE. FRONTAGE: 20'MIN. 12O CER. CERAMIC C.I.P. CAST-IN-PLACE CA OVERALL 13. CLEAR DEBRIS FROM ALL VENTILATION DRILL HOLES AND NOTCHES. B SETACKS: 211'FRONT YARD SETBACK 28.7(NORTH) C.J. CONTROL JOINT O.C. ON CENTER CLG CEILING O.DW OUTSIDE DIAMETER 14. THE CONTRACTOR IS REQUIRED TO COORDINATE BETWEEN THE TRADES THE SEQUENCE 1O SIDE IREAR SETBACK 14.6( T CLKG CAULKING O.D. OVERFLOW ORAIN 6. BUILDINGSECTION 1 DRAWING NUMBER OFCONSTRUCTIONANDTHE REQUIRED REVIEW AND APPROVALS FOR THE HOUSE 32.4(W ) CLO CLOSET OFF OFFICE A301 SHEET NUMBER TO BE CERTIFIED AS ENERGY STAR COMPLIANT. 32.0(WEST) CLR CLEAR ON OVERHEAD. HEIGHT RESTRICTION: 30B'(PITCHED ROOFS) MEETS HEIGHT LIMITS C.M.U. CONCRETE MASONRY UNIT OPNG OPENING CNTR. COUNTER OPP OPPOSITE COL COLUMN OP.HD. OPPOSITE HAND CO NC. CONCRETE COIN. CONNECTION PE RF PERFORATED 7, DETAIL SECTION 1 DRAWING NUMBER COM. CONTINUOUS PE RP PERPENDICULAR g501 SHEET NUMBER CORR CORRIDOR PL PLATE C.T. CERAMIC TILE ARAM PLASTIC LAMINATE CPf CARPET/CARPETED PLAS PIASTER CTR CENTER PWD PLYWOOD PNL PANEL DBL DOUBLE Pq PAIR �1 W DRAWINGNUMBER DEMO DEMOLITION PRCST PRECAST 8. DETAIL CALLOUT 101 SHEET NUMBER DTL DETAIL PT POINT DIA DIAMETER PTO PAINTED I VICINITY MAPS: DIM DIMENSION PTN PARTITION J DN DOWN R RISER GROSS BUILDING AREA: D.O. DOOR OPENING OR DOOR RA RETURN AIR N OW DISHWASHER RAD RADIUS 9. ELEVATION REFERENCE i.O.SUBFLOOR DESCRIPTION HOUSE: MG DRAWING R.B. RUBBER BASE f1Ev:tOPO-Iw.9) SITE ELEVATION f" R.D. ROOF DRAIN (PROD.LOCATION) FIRST FLOOR: 2.827 SF E EAST RET RETAINING SECONDFLOOR: 1,363 SF U EA EACH REF REFERENCE BASEMENT: 2,027 SF EL. ELEVATION REFR REFRIGERATOR 1 DRAMNGNUMBER W ELEC ELECTRICAL REIN F REINFORCED TOTAL: ].O175F ENCL ENCLOSURE REM REMAINDER 10. INTERIOR ELEVATION REFERENCE 2 014 SHEET NUMBER 7635E EQ EQUAL READ REQUIRED 9 GARAGE: EQUIP EQUIPMENT REV RE VISIONIREVISIONS/REVISED U EST ESTIMATE RGTR REGISTER EXIST EXISTING R.H. RIGHT HANDEXP (RM ROOM /�\� OR EXT EXT RIORWN EXPO EXPOSED/EXPOSURE 11. REVISION REFERENCE EXPANDED/EXPANSION R.V.P. RADON VENT PIPE J )� PREVIOUS REVISIONS.REFERSTRECENTREVIWON CLOUDED.SMSOL REMAINS Q N.W.L. RAIN WATER LEADER \��/( REVISION DAMN ICATED F.D. FLOOR DRAIN ALONG RIGHT MARGIN. BUILDING CODE INFORMATION: F.E. FIRE EXTINGUISHER S SOUTH F.F. FINISH FLOOR SA.F. SELFADHERED FLASHING N F/F FINISH TO FINISH SAM. SELF-ADHEREOMEMBRANE O - BUILDING CODE: FIN FINISH S.C. SOLID CORE 12. NORTH ARROW INDICATES NORTH MASSACHUSETTS STATE BUILDING CODE,9TH EDITION FDN FOUNDATION S.D. SMOKE DETECTOR FLASH FLASHING SCNED SCHEDULE ENERGY CODE: - FL FLOOR I FLOORING SECT SECTION 20D91ECC(ADOPTED BY MASSACHUSETTS JULY 1,2010) FLUOR FLUORESCENT S.G. SAFETY GLASS F.O. FACE OF SH SHELF MATERIALS LEGEND: F.O.C. FACE OF CONCRETE S.I.P STRUCTURAL INSULATED PANEL ' F.O.I.C. FURNISHED BYOWNER-INSTALLED HT SHOWER BY CONTRACTOR BHT OR SHEET F.O.M. FACE OF MASONRY SHT.MTL.SHEET METAL MOOD BLOCKING ® PLYWOOD F.O.S. FACE OF STUDS SHTG SHEATHING SHIM F.O.F. FACE OF FINISH SIM SIMILAR FR FRAME SL SLAB PROJECT DIRECT FRPF FIREPROOF S.O.G. SLAB ONATION ® FINISH WOOD ® FIELDSTONE FRPF FIREPLACE SPEC SPECIFICATION OWNER ARCHITECT: FIG FOOTING S.P.F. SPRUCE.PINE.FIR RLMAS 8 VIOA VEITAS HUTKER ARCHITECTS FT FOOT OR FEET S.F. SQUARE FOOT(FEET) 141 HOLLINGSWORTH RD 533 PALMER AVE. FALM FURR FURRING $Q,IN. SQUARE INCH(ES) PHONE-'LIE.MA 02655 PHON 1lfH,MA Fllf NTURE S.S. STAINLESS STEEL GATT INSULATION _ EARTH PHONE ]81.5SR.1 BS] 1 PHONE: 508.54OA004 F.W. FULLMOTH STA STATION -III-III FAX: FAX: DA SAWYEd GA GAUGE STD STANDARD - CONTACT: VIDA VETAS CONTACT: AMANDA SAWYER GALV GALVANIZED STL STEEL G.G. GENERAL CONTRACTOR STOR STORAGE RIGID INSULATION GRAVEL sTRucr STRUCTURAL CIVIL ENGINEER STRUCTURAL ENGINEER G. GLASS BAXTER-NYE ENGINEERING B SURVEYING VEITAS B VEITAS - GLAM GLUEiAMINATED SUSP SUSPENDED78 OR GRADE SYM SYMMETRICAL MARNIS�MA 02601FLR B39�GRANIE MA 02104E 101 G.W.B. GYPSUM WALL BOARD 781.843.2863 T TREAD CONCRETE CEDAR SHINGLES FAHXO.,NE' 5508,771.762Y FAX:771.7502 NEI 781.849.2065 T.B. TOWEL BAR MASONRY UNIT _ CONTACT: JOHN LAVELLE CONTACT: RIMAS VEITAS - H.B. HOSE BIB T.C. TOP OF CURB H.C. HOLLOW CORE TEL TELEPHONE HDR HEADER TAG H.D.O. HIGH DENSITY TTER&G OVERLAY T NRAZZO CONCRETE ® BRICK VENEER TONGUE AND GROOVE HDWD HARDWOOD T.G. TEMPERED GLASS H HARDWARE THK THICK HEEMM HEMLOCK T.O. TOP OF APPROXIMATE LOCATION OF SITE H.M. HOLLZOW ONTALMETAL STEEL VIETAS HORZ HORIZONTAL T.O.S. TOP OF SLAB I TOP OF STEEL H.P. HIGH POINT T.O.W. TOP OF WALL RESIDENCE MR HOUR T.P.H. TOILET PAPER HOLDER HT HEIGHT TYP TYPICAL 33 SECONOAVB HVAC. HEATING I VENTILATING U.N.O. UNLESS OTHERWISE NOTED ® ALUMINUM 09TERVIU.B.MA /M CONDITIONING H.W. MOT WATER VCT, VINYL COMPOSITION TILE I.D. INSIDEOIAMETER VEN VENEER IN INCH VENT VERTICAL WOOD FRAMING INSUL INSULATION VEST VESTIBULE (CONTINUOUS) INT INTERIOR Z.C.C. ZINC COATED CAPPER pGpENERE NOTES J.B. 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I:IJ.'} y''51�:11'.'}il I�«,T:'IT;1. 1i�.�.. 7f('i'r I .Lrf7"T'�r},• fit ssnoa, N Et£:9Pat4• x.1 7A 71 AA 2R 7.f IA t.l IA x.1 a.a 7.1 4.6 12 1.9 1.7 1.9 4.a 1.1 7.1 OA 7.1 2 WEST ELEVATION ,,,...e.v'•'''0' F- U 1.6 La Id 7,1 IA 1$ 1.9 11 La 1.1 x.x LQ 1.7 2.1 /.1 1.9 1.2 - - - - - - - r--1 - - - - - B.,,x.xwo.Nflm+ 11i Tri14'- 7•,' .. - - - - Ixrv: � �7???• rr }T 11 ''Ur1'• 7-Tii(•i T- 'T.f I\ I\ r'�•t.Yl re4tT•.••f�•� !\ -fy•. , I\ Y i I r� �• .��}.4�.�11 . :.�.�.f r \ r \ f�a. ?��.. / \ ,�c � I•` r \ `�•.F B T - - - - - _ �. I;Y.'lxJ..ri. .1. I.�:.:' - - - - - - rD.secorowenDa+ 1 ljT rllt , y, rL6r.I,osw• 1. 1'`*�'+ a ., .�y!{. k.C`�y.I.F_[..•y�1�14 x'I ap T-ti•4,t 4 r� r7, _ _ - _ _ _ _ _ - a O..,wd I 1' 1 7 T J". i ,. I. :1.L' ( t \ Yf, 1 x(I :tip t, i.l;y?�U i"T'i r . r ;t1 �� Y�Ga'I.r _ _ '� F - - - - - - - - - - - _ T J: T.. _ _...-._. _.... I, I\ 4; I\ t I\ l\ l\ �� I. r \ (�T r \ J \ VEITAS ., +, ! \ r \ RESIDENCE . - -- I \ 99 98COND AVQ • A .. 031FIRMA.MA � . .. . ... 121N� l . iTr T O.Gpei5UBR0pi - a�°°•'"' ELEVATIONS 7.! a1 IA a1 Ls 7.e x.a EAST ELEVATION D.Tr1•+ A ^l0' i II I � • E = I � I O I . Z- I x i t b ♦ Z —4- r�` :i :IE# I I I I I I I lb s I � n�wa sraE ao� wa ms ^� I I I I I 0 ® OOO � O O y® 000 � 0 O � � O�O �IObp x � < fie? esszFm PEv 1 m vmm m <o0> mz� HUTKER ; N m ARCHITECTS W O ® O ® O O O 0 �3 aE aI �.z�1. Ili[ . y � J fill I fill - � � n § k Aq nu " k � —lit _ A 2,10111 m �, 3 H 3 3 3 CD I! • I i 1 i ! C II O I�! ! F I 3 / l a a F€' tllr SSx i -a:N'TT ...✓. � ? '--'—r=r„�_l.s—•sue,—�_i I F I �: -2 !; Ig I I I� f la I I I� I f I� Ip ml I$ m I� Ul �F .Z1 G oSRD't� SSYE 1>�t SLTa9. f � x . m mm w =o D 1-1 U T K E Rgo �. W cn z qR. `z� T'?m ARCHITECTS 'o A 'x HUTKER ARC H I T E C T S WINDOW SCHEDULE ' UNIT MANUFACTUREF MODEL DESCRIPTION UNIT SIZE(W X H) R.O. (W X H) LIGHTS SCREENS INT. FINISH REMARKS A Marvin CUAWN3660 Awning 3'-0" x 4'-111/8" 3'-1" x 4'-115/8" 4 Yes Painted A2 Marvin CUPCA3660E Casement 3'-0"x 4'-111/8" 3'-l" x 4'-115/8" 4 Yes Painted B Marvin CUAWN3254 Awning 2'-8" x 4'-51/8" 2'-9" x 4'-5 5/8" 4 Yes Painted C Marvin CUAWN4072T Awning 3'-4" X 6-111/8" 3'-5" X 5'- 115/8" 4 Yes Painted D Marvin CUAWN3072T Fixed 2'-6" x 6-111/8" 2'-7" x 5'-115/8" 4 Yes Painted D2 Marvin CUAWN3072T Awning 2'-6" x 5'-111/8" 2'-7" x 5'-115/8" 4 Yes Painted E Marvin CUAWN3636 Awning 3'-0" X 2'-111/8" 3'-l" X 2'-115/8" 2 Yes Painted F Marvin CUAWN3636 Awning 3'-0" X 2'-111/8" 3'-l" X 2'-115/8" 2 Yes Painted EG Marvin CUAWN1824 Fixed 1'76" x P-111/8" l'-7" x 1'-115/8" 1 Yes. Painted Manufacturer to submit shop drawings and tabulations to Architect and Contractor for approval. Manufacturer to provide Tempered Windows as required by code. Exterior Material and Finish: Aluminum Clad, Color TBD Interior Material and Finish: Primed Pine Glass: Low E2 w/Argon Impact/IZ3: YES, all windows to be IZ3 rated Divided Lites: 7/8"square edge SDLS with Stainless spacer bars Interior Divided Lites: Rectagular(Square Edge)divided lite Hardware Finish:TBD Screen Frame: Primed Wood Screens for Interior Screens(Awnings) Screen Mesh: Bronze Extension Jambs:Windows to be installed in 2x6 walls with 6 9/16"extension jambs,unless noted otherwise. VEITAS RESIDENCE OSTERVILLE, MA 1 ISSUED FOR PERMIT -05.30.19 HUTKER ARCH I T E C T S DOOR SCHEDULE LOWER LEVEL UNIT LOCATION MANUFACTURE DESCRIPTION ITYPE SIZE R.O. LIGHTS INT. FIN. HRDWR SE REMARKS { 001A Basement TruStile Insulated Inswing 3'-0"x 6'-6" 3-21/2" x 6-81/2" PaintedE- 1-3/4" door FIRST FLOOR UNIT LOCATION MANUFACTUREf DESCRIPTION TYPE FRAME SIZE R.O. LIGHTS INT. FIN. HRDWR SE REMARKS 101A Entry- 101 Simpson Custom Inswing w/side light 4'-11" x 7'-51/2" 4 Painted TBD Tempered. (3'-C" door slab) 105A Sunroom - 105 Marvin Custom Sliding patio door 6'-5"x 7-51/2" 6'-6" x 7'-6" 4/slab Painted TBD 106A Family Room - 106 Marvin Custom Sliding patio door 6'-5" x 7'-51/2" 6'-6" x 7'-6" 4/slab Painted TBD 106E Family Room - 106 Marvin Custom Sliding patio door 6'-5" x 7'-51/2" 6'-6" x 7'-6" 4/slab Painted TBD 109A Mudroom - 109 Simpson Custom Inswing 3-0" x 7'-51/2" 4 Painted TBD 110A Mudroom Hall - 110 Trustile TS1000(C) (BV) Swing 3-0" x 7'-51/2" Painted TBD Garage - Fire Rated 120A I Garage - 120 Simpson Custom Inswing 3'-0"x 8'-0" 4 Painted TBD 120B Garage- 120 Custom Overhead Overhead garage door 9'-0" x 8'-0" Painted SECOND FLOOR UNIT LOCATION MANUFACTUREf DESCRIPTION ITYPE SIZE R.O. LIGHTS JINT. FIN. HRDWR S REMARKS Marvin Door Notes: Manufacturer to submit shop drawings and tabulations to Architect and Contractor for approval Exterior Material and Finish: Aluminum Clad, Color TBD Interior Material and Finish: Primed Pine Glass: Low E2 w/Argon Impact/ IZ3: YES, all windows to be IZ3 rated Divided Lites: 7/8" square edge SDLS with Stainless spacer bars ' Interior Divided Lites: Rectagular(Square Edge) divided lite Hardware Finish: TBD Screen Frame: Primed Wood Screens for Interior Screens (Awnings) Screen Mesh: Bronze Extension Jambs: Windows to be installed in 2x6 walls with 6 9/16" extension jambs, unless noted otherwise. VEITAS RESIDENCE OSTERVILLE, MA 1 ISSUED FOR PERMIT -05.30.19 90'-1' IA I it A I Q Z I it _ i 1 Ivm UM1 u n UM1 l i - � y vile v - 10'YAALL I 1 I Q _ _ .;.�L_.Q _ J I - f ._ - - 2 TYP.U.N.O. , I 9-0 N 2 EOUAL SPACES 9•_28• - I I 2'-0'FT&. TYR U.N.O. , L__-- -- - ----J r- I I II 'L I 2I If L, < I nH IS'-5 •O 1III I1IIL____U_r_ _ ___3 __C J _9_U__ -fi___=--U�J 1I 11I�L._ 5•_g• 'Q A _2_1__e_.III z_1 ItII1 _ _d ___ =II 1 OF 10 MIL.V APOR BARRIER A _ 7 4'CONCRETESLLAB ON GRAD E REINF. 31-81 nYOIF bx&-W2.4xYA2.9 OVER 2 LAYERS J -I L 24,-bl- 2 EQUAL SPACES J1 A 1 � I I 10'_u1• � A e a r 4 EQUAL SES PAC b•-I , L_____J v a_J I I I L I � I o I 3 Q I --- -----� e I iiI 4•CONCRETE SLAB ISRADE OVER 1 - L I L 1 I I 1 - 2 YERS OF 10 MIL. APOR BARRIER. 1 r 1 r----_ UNEXCAVATED - ' I I 6'GARAGE 4 b L________ _____ __ -__ __ ___J 1 Y 1. ' -I L 1 1 WALL I I 1 1 1 I Q 1 I I 1 A NOTE,. ALL FLOOR TFW5 ES O I 4^\i^� ,- , A YT104ER�E INaO MCEILIN&360 oBELOW / \ 1 --` I--------------J I I I I m THE E STS TO HAVE FLAIL / L-------------------- I `J I JACX.ET. X'-II W-4' S'-3 4'-4' Ib'-6' 11'-0' 24'-6' BASEMENT/FOUNDATION PLAN FIRST FLOOR FRAMING PLAN SCALE.I/H'•I'-0' SCALE.1/5"W-O' GI-INDICATES LOCATION OF SWO LALLY COLUMN. FOUNDATION N01E51 C2-INDICATES LOCATION OF 4'11)LALLY COLUMN. FLOOR FRAMING NOTES% 4'0 LALLY COLUMN CAN BE REPLACED WITH HOLPOOYM LEGEND. 1.FOR TYPICAL DETAILS 4 GENERAL NOTES SEE ORAMN6 52.01 2-513'm LALLY COW INSTALLED TOGETHER(00) I. FOR TYPICAL DETAILS AND 6ENERAL NOTES 5EE DRAMN65 52.01 nR152,02. - THOU 5202 (I �• INDICATES LOCATION OF 6520(SIMPSON)n/2J5 UP. ALL LALLY COLUMNS TO HAVE CAP 4 BASE fe HARDWARE. 2. FOR PLATE HEIGHT.SEE ARC UTECTURAL DRAYUN65. �/ 2.REFERENCE SLAB ELEVATION SHALL BE THE TOP OF SLAB ELEVATION A9 NOTED ON THE PLAN. 3. FRA111N6 LOMRACTOR HIOfE� REFER TO ROOF AND FLOOR PLANS FOR LOCATION+OF P05T5 AND JACK 2 INDICATES LOCATION OF 2-051b(SIMPSON)w/2J5. STIA5.HO575 AND JACK STUDS SHALL EXTEND DO CONfII�lOLSLY TO THE FOUNDATION nALL(Rims S.ADD CORNER BARS IN THE WALL FOOTINGS AT CORNERS AND INTER R11TED BY A BEAM OR JACK STUDS.AT ALL JACK S7UD AND P05T LOCATIONS PROVIDE HATONM6 /�_ INDICATES LOCATION OF HOU5-50525 n/2JS UP. •T'INTERSECTIONS. BLOCKING STUDS BELOW FIRST FLOOR SHEATHING DOM TO F020ATION WALL OR LVL BEAMS. (�� 4. X-6'LVL INDICATES THE NR48FR 17F 1 V.5 W LVL5. (4)-. INDICATES LOCATION OF 2-0514(SIMPSON)n/BJS UP. X-H'LVL MICATES THE NUMBER OF 144'x T 14'LK5. X-10'LVL MDKATES THE NUMBER OF 1 V:9 1y LVLS. (�5�. %-12'LVL INDICATES THE NR40ER tk I$'x II 76'LVLS. V INDICATES LOCATION OF 0514(SIMPSON)n/2J5. X-14-LVL INDICATES THE RIMSER OF I b'x 14'LVLS. %-16'LVL DO CATES THE NUMBER OF 111'x 16'LVLS. (6)_--. INDICATES LOCATION OF HDU2-SD925 n12J9. %-IB'LVL'.: THE NR�OF 1$'x IH'LVL'5. 5. R-'INDICATES RA LASER LOAD. 6. 'AW INIMATT5 THE NUMBER OF FULL HEIGHT KIN&STUD5. 1. *.V UIDICATES THE NR•EER OF JACK STID5. B. I-W-*DO'CATES PARALLAM P05T SEE PLAIL 4. 1 1 1 INDICATES FLUSH FRAHNS WITH HANGERS OR TOP CHORD BEARING FLU5H FRAMING. 1 IT 11 1 10. INDICATES TIW"JOB RLgf TS CONi OVER MALLWARR5. 11. TALL I HEA(DERS IN 6'WALLS SHALL BE 3-2.6 UNLESS NOTED OT ERMSE 12. ALL HEADERS RI 4'WALLS SHALL BE 2-2x10 U14LESS NOTED OTERYUSE. 19. IN 6'WALLS.PROVIDE I JACK STUD 4 1 KING STUD AT END OF EACH OPENINS AND HIDER CONCETTRA-LOAD W-05 NOTED OTIERNSE.IN 4'W IR ALLS,PROVIDE I JACK STUD 4 1 KING STUD AT BID OP EACH OPENING AND UNDER CONCB/TRA.LOAD UICESS NOTED O1HE14KISE. 14. O INDICATES 2x_BEARING WALLS BELAML 5EE BEARING WALL SC4EVLLE FOR SIZE 4 SPACING OF WALL STUDS. `ETA OF MSS 15. AT ALL INTERIOR LOAD BEARIN`s WALLS AND ALL NON-LOAD BEARING WALLS OVER B'4'IN HOW PROVIDE ONE RM OF WOOD BLOCKING AT MID-IEKMT OF 5TUD5. 2 IMANTAS cy 16. 'SW,l9ehR WALL'OR ti 6IDICATE5 SHEAR KAU. VEITfS %TRUCTU 11. FOR 5HEAR WALL ELEVAnO6 AND DETAILS,SEE OKAYING 59-SERIES. 0. IH. SHEAR KkL ANCHORS SHALL BE PROVIDED AT THE BIDS OF EACH SHEAR WALL.P051TIVE ANCHORAGE SHALL �O FG/S TEa�' .4 BE CONnNVUS THROO iHH ALL FLOOR LEVELS AND H/5T TERMINATE AT FO IVAnO 5.FOR ANCHOR REOIIm,ec S,SEE SEAR PULL ELEVATION. SSDNAL E ' ` 14. PROVIDE P03T CAPS AT ALL POST COLUMNS TO SECURE POSTS TO 6IRDER THESES OR LVLS. V E I TA S ll V E I TA S 004�9 %.M PIµ NO BASEMENT/FORDATION 4 FIRST FLOOR FRAMING PLANS G. enelneers VEITA5 RESIDENCE 639 ernnue 51ree1,Suue 101 DRAHw eY eH4co Br APPD Br P.SK R:W"°• 33 5ECOND AVE. SI LOI BHeffill %i-lhu 11.02184 1 OSTERVILLE,MA TEL(761)643-2663 FAX OS N649-2005 - 2x10016'O.G. I I i1 I I 0 .2]i 9- 6 HEADER! SK2 .U.N.O. I `@ -.9.0 2xS016'OD. I INS JOISTS BELOW. - - /^\ USE W-16d F NAILS 0 EA.END gg OF CEILING JO 5 TO RAFTER(TYPJ tv U 1 p w J . I b TYPICAL ROOF CONSTRICTION 5/0'OSS PLACED PERPENDICULAR TO SUPPORTING L 2-10'LVL RAFTERS r/2-8'LVL MEMBERS NAILED K40d RING SHANK NAILS AT 6'O.G. Q TYPICAL FLOOR CONSTRUCTION CEILING 15T5(1 0-LVL 0 EACH ry SIDE OF -IO'L RAFTERS) �2 ry __ -___ -J' --- ry 9/4'ADVANTE C, PLACED PERPENDICULAR - • O pl _ TO SUPPORTING MEMBERS GLUED 4 NAILED 5100 rJlOd RING SHANK NAILS AT 6'O.C. 9 m -,: h - --J -14'LVL V 2 ry i .0 J 0 n FRAMING 5W2 ry / J ry -10 LVL 7T L -2xlo _ -1 L' - - _ _ 2 W • -- m 1I I -F�i'1���, - � I1�I'I �1YV 9-2xIO - L SW1 _-� SHY M1� ,� SKIM1 N r- SHADED AREA INDICATES - _ - - - 2x10016'O.L. LOW ROOF(1YP) � SKI 2xi0016'O.G. ROOF FRAMING PLAN SECOND FLOOR\LOW ROOF FRAMING TTp.U PLAN HEADERS SCALE,1/5'•1'-0' SCALE,1/8'•I'-0' YP. NA. ROOF FRAMING NOTES, 1. FOR TYPICAL DETAILS AND GENERAL NOTES SEE 92,01 TO 92,02. 2. FOR RATE HEIGHT,SEE ARCHITECTURAL DRAWIN69. FLOOR FRAMING NOTES: -H-OLDDOWN LEGEND, 1. FOR"CAL DETAILS AMD 60CRAL NOTES 50 DRAKH&S,52D �1 >-.I THRU S2D2. INDICATES LOCATION OF C520(SIMPSON)n)2J5 UP, `/ SHEAR WALL DETAILS 2, FOR PLATE HEIGHT.SEE ARCHITECTURAL ORAKN&S. 9. FRAMING CONTRACTOR NOTE, ALL POST AND JACK STUDS SHALL EXTEND DOWN (2)-. INDICATES LOCATION OF 2-G5I6(SIMF50N)w/2J5. GONTIN.OV9LY FROM THE ROOF THROWN ALL FLOOR FRAMING TO THE FOUNDATION S. HtANPN6 CONTRACTOR NOTE, REFER TO ROOF AND FLOOR PLANS FOR LOCATIONS OF POSTS AND JACK `J/ UNLESS INTERRUPTED BY A BEAM OR OTHER SUPPORTING MEMBER. SNEAK WALL NOTES, 5TUD5.POSTS AND JACK STUDS 94ALL EXTEND DOWN CONTMIOIJGLY TO THE FOUNDATION WALL UNLESS INTERRUPTED BY A BEAM OR JACK STUDS.AT ALL JACK STUD AND P05T LOCATIONS PROVIDE MATCHING L/ INDICATES LOCATION OF HDUS-5D529 w/2J5 UP. W 4. X-6'LVL INDICATES THE NUMBER OF I W x 5 It'LVL5. 1.SHEAR ALL 5W OW 1; BLOCKING STUDS B9. FIRST FLOOR SREATHIN6 DOWN TO FOUNDATION WALL OR LVL BEAMS. X-8'LVL INDICATES THE NUMBER OF I V x T 14'LVL5. V16'PLYWOOD(05B);ONE SIDE (4 r--• INDICATES LOCATION OF 2-G514(SIMP50tU r✓3J5 UP. X-10'LVL INDICATES THE NUMBER OF I%.x 9 it-LVL5. BLOCKED 4. X-6'LVL INDICATES THE NR£ER OF I%'x S K'LVLS. X-12'LVL INDICATES THE NUMBER OF I*4'x It 16'LVLS. Ed NAILS 0 6'O.C.AT EDGES 4 IN FIELD X-8'LVL INDICATES THE NR�R OF I V x T b'LVLS. X-14'LVL INDICATES THE NUMBER OF I a3'x I4'LVLS. X.IO-LVL INDICATES THE MM13ER OF I V x 9 It LVLS. (5 r� INDICATES LOCATION OF C514(SIMPSOW n/2J5. X-16'LVL INDICATES THE NUMBER OF I Y4'x 16'LVLS. 2 SHEAR WALL SW2; ROOF X•12'LVL INDICATES THE NA48FJR OF 1%.x II 1b'LVLS. X-IB'LVL INDICATES THE NUMBER OF I b'x IB'LVL5. X-14'LVL INDICATES THE NFOER OF I$'x 14'LVL5. - 7/16'PLYWOOD(055);ONE 5117E X-16'LVL INDICATES THE Na•BER OF 1 ai'x I6'LVL5. Go--- INDICATES LOCATION OF HDU2-SD525 N./2J5. S. 'R•'INDICATES HANGER LOADS. BLOCKED i_______________i_______________i_______________l X-IB'LVL INDICATES THE MA4BER OF 114 x 18'LVL5. Ed NAILS o 4'O.G.IN EDGES - 6. 'xJ5'INDIGATES THE NUMBER OF JACK STUDS. 8d NAILS 0 6'O.G.IN FIELD S. 'R•'INDICATES HANGER LOAD. T. 'xK5'INDICATES THE NUMBER OF FURL HEIGHT KING STUDS. 9.SHEAR WALL 5W9; Q $ 6. 'xK5'INDICATES THE I4UA16ER OF FULL HEI6W KIM STUDS, I/2'GWB;BOTH SIDES UJL i a J T. 'xJ5'INDIOATES THE N.lEER OF JACK STUDS. 8. '...LAM'INDICATES PARALLAM GOLUh41. NO BLOCKING ; i i 7 1 ! •6 SCREWS TYPE S'-I Ly'I .04'O.L.AT EDGES I 6. lAN6oa'INDICATES PARALLAM FIST SEE PLAN 9. INDICATES FLUSH FRAMING WITH HANGERS. 9 } } } R INFIELD i TIES,SEE�AND -I I L LOLATIOtj ON PLANS ` 9. l i i INDICATES FLASH FRAMING MTI NANSERS OR TOP CHORD BEARING FLUSH FRAMIN5. 10.�i--1-�NDILATES TRUSSES/JOISTS CONTINUOUS OVER WAL.LS/HEADER5. 4.SHEAR WAIL TYPE 2ND FLOOR � i � � }' } } I I I 1/16'PLYWOOD(OSB);ONE 5117E I I 1 i IO. 3}--�--E� UNDULATES TRIFEESV1715T5 COHfINIgf�OVER YlALL55UlEEADEERS. II. ALL HEADERS IN 2x6 INTERIOR WALLS SHALL BE 9-2x6 UNO. BLOCKED 1 I I ALL HE IN 2x6 EXTERIOR WALLS SHALL BE 9-2x6 TARO. 8d NAILS*9'O.G. _AT EDGES 12. ALL HEADERS IN 2x4 WALLS SHALL BE 2-2x10 UNO. - ______ ______ r----___ __- 8d NAILS O 6'O.G.IN FIELD _ _ � II. ALL HEADERS IN 6'WALLS SMALL BE 5-2.6 IbLE56 NOTED OTHSRMSE. . �--- { 19. PROVIDE I JACK STUD AND 1 KING STUD ON EACH SIDE OF ALL DOOR WINDOW,AND 2x6 WALL PLYWOOD SHEATHING p i p 11 ALL HEADERS M 4'WALLS SMALL BE 2-2x10 UNLESS N'ifED OTI®tY05E, FLUSH FRAYS OPENINGS,AND AT EACH END OF BEAMS UNLE55 NOTED OTHERWISE. Typ. J i J 19. IN W WALLS,PROVIDE I JACK STUD 4 I KM STUD AT END OF EACH OPENING AND UNDER CONCENTRATED LOAD 14. PROVIDE HURRICANE ANCHORS AT EACH BEARING POINT OF ROOF JOISTS AND LVL5. UNLESS NOTED OTERWSE.IN V WALLS,PROVIDE I JACK STUD 4 1 KING STUD AT END OF EACH OPENING AND J J I J J UNDER(.ONLEMRATED LOAD UNLESS NOTED OTERMSE. I5.0 INDICATES 2x...WALLS BEARING WALLS BELOW. a HOLDDOWTRS SEE TYPE AND ,o 14. O INDICATES 2�_BEAR MALLS 000yL SEE BEARING WALL SCHEDULE FOR SIZE 1 SPACING OF 16. AT ALL INTERIOR LOAD BEARING WALLS AND ALL NON-LOAD BEARING WALLS OVERJ LOCATI ON PLANS i WALL STUDS. &'-O'IN HEIGHT,PROVIDE ONE ROW OF WOOD BLOCKING AT MID-HEIGHT OF STUDS. HDV/UDL17�WN ' 0q( 96'0 AIrR RODS !y B. AT ALL INTERIOR LOAD BEARING,WALLS Alm ALL NO N{DAD BEARING WALLS OVER W-0-IN HEIGHT. ' (+i � S1 IT. 'SY7',SHEAR WALL' OR® INDICATES SHEAR WALL SEE DRAWING 2x6 WALL UST FLOOR i 04'-0' L.7YP. PROVIDE ONE ROW OF WOOD SLOCKI S AT HO-IEI6NT OF STUDS. tit OF MA S9 SERIES DWSS FOR SHEAR WALL SCNEDULE AND DETAILS. i p\• `rS,9 L i � 16. 5Yk'.�1EAR WALL'OR®INDICATES 51EM WALL. C' IB.INTERIOR SHEAR WALL ANCHORS SHALL BE PROVIDED AT EACH END AND EACH --------1._____ ___ _____________ 1 - = VEITASS S LEVEL OF SHEAR WALLS. EXTERIOR SHEAR WALL ANCHOR LOCATIONS SHALL BE A5 IT. FOR SHEAR WALL ELEVATIONS Alm DETAILS,SEE DRAYUNG 58-SEWES. %T CTU INDICATED ON THE PLAN TYPICAL WALL DETAIL SHEAR WALL ELEVATION 18. SPEAR WALL ANCHORS SMALL BE PROVIDED AT THE ENDS OF EACR SHEAR WALL POSITIVE ANCHORAGE SHALL D. 19.SEE ARCHITECTURAL DRAYUN65 FOR ROOF SLOPE. BE CONTINUOUS TQROIISH ALL FLOOR LEVELS AND MUST TERMINATE AT FOUNDATIONS.FOR ANGIOR 20.PROVIDE P05T LAPS AT ALL POST COLUMNS TO SECURE POSTS TO GIRDER TRUSSES RECUIREMINIS BE SHEAR WALL ELEVATION �O�S O/STEVL- OR LVL5. 19. PROVIDE POST CAPS AT ALL POST COLUMNS TO SECURE PO575 TO GIRDER TRUSSES OR LVLS. SUOMAL E R E 'T�\Si • E ' TA S SCALE DATE 9lGT PLAN NO.O. SECOND FLOOR 4 ROOF FRAMING PLANSll 9�EGT MD. engineers a «�, DRAM«N3f APPD OT vex 9 VEITA5 RESIDENCE 639 crate street,suite 101 w. Brem ee nln�aenux•Iao215a 33 SECOND AVE. 51.02 TEI.I16116R5-2859 FAXD8I)549-2U55 191e RV RV OSTERVILLE,MA , and acn . D '�o' ss; RQd°sg ��'� po Rd o'To6__n R�-_ R 8 g 6 g gg gs�" 0°RFR0s p0a0 ? - o gs �3 0 $sg^' R R sso g a a ° a ° a � A w u = p ? ro ;+ a• a s ut u r ��o$1P$$ponDSP�i19i SD13P_�4gggdke9 RR goysT l-ID D__o D_DD g o n r •v oD °s" �o$° ^"udg s, Qo�RS6Spnr�'d `6 �Y_a� = _4oa o a- o?000 �D= O $a� lx$ Q_ mm� 8o�ls� nS ��S O � p O �S g�go-6$$_ zzoo a'o'3g o$ � ^�.cz��s�° � o R$ �_°��q4� g°G'g=^-S� °m�• $s4 °o� $ �'_8sg�"o�g� 1Sg 3`$ °s-s p0 ^ t, °gd$ism n_ 'n $z mNN Cl A ag, dn° 6g °g "0'SgU �.Ifl1ffRic $�a°SRq,�YI�RPO�oR o18= sgpo $S�w �8so4 ^ /� 8- rzN rn�- so-u ° dsggd D v �$"� ,g�grgr$r gs�o R� -S 2qs$ SnSnug� ^° d? - D n �'^ S Q� R °S$ Bsp a ° 1A $Sg 5-R $g RgRg°os^Ouou $W�s n0 0 4 �J� g5 rn �SG1��$$� �$ gffud ��°rS•6o»gg "oss"mslogsm r3'¢ ao � �QoB°- °S 'Rggg �D n'R nQ ° yS 2 ° g°y 3 �0� 7,g -4 -r0 0g 41 �F^ 0 3 $ �bg °dS 'W4 sss � a `@� g gg oo oss sio,..t j51 °^ = 5 ^s$Sq 3 e'^ oogu boo �^ g R°xO3 $ og o 10e gD og. '° gad "� pR$ ossoo aoo8 n o $b . m9p y rrry xTTTmmmmm m ^ y d�d o <x2 P• FymO �D�� s y5(�4j'^� aAtaur- � zF�o g ° [y-4r9 xx TTTmpmm�"_m _O N;M 5I 6r.il Si�6o � 8$ �} $-Epoa T " oo�s�od ,�I�QTQ$4lmoso3ell R��ya�1 s °^ S 00W OE g'000g °io $ggp° u ° g He jon S 6 ° T �0 g tippl ptip�A pp'o r°OZI rcl rp �- ~$$z4'g j p r�mm'pp SO (�O}' NR^V�p Oo Q�g3 pg ��6 J Ob yc p� y a ELpn uo � nsgo gg^ N � 13 4' 21}',WIDTH OF BEAM ADD I-�4x4'-0'LONG AT TOP OF WALL AT POCKET FOR TOP OF PLAN WALL EL. SEE PLAN ONE CONT. TOP BAR WOOD FRAMING PL AN AN ADOL-4 FOR POCKET EL. SEE PLAN 2 LAYERS OF .?4*PT PLYWOOD 10•FK'PRESSURE TREATED PLYMOOD SECTION TYPICAL LVL/WOOD BEAM POCKET DETAIL SEE ELECTRICAL PASS. FOR ADDL INFORMATION •4 DOWEL S'L FOUNDATION 24• WALL z z4 DOWEL pi BOF EL VARIES.'. .:;. 1L________- SEE PLAN ________L_________a lY MIN-BARE REBAR h4 MIN) z 22'-0'LONG OR 22'-0'OF riq AWG BARE COPPER CONDUCTOR TO MEET THE SEE PLAN REOVIREMENTS OF NEC ARTICLE 250 FOR CONCRETE ENCASED ELECTRODES SECTION ELEVATION A—A tQm ONE(1)LOCATION MINIMUM REOUIRED PER BUILDING,SEE ELECTRICAL DRAYUNGS. COORDINATE WITH GENERAL CONTRACTOR FOR LOCATION OF REBAR CONNECTION AND TO PROVIDE ACCESS TO THE REBAR CONNECTION UNTIL ELECTRICAL INSTALLATION AND INSPECTION ARE COMPLETE. CONCRETE ENCASED ELECTRODE I N OF MASS 9 ? IMANiAS °y VEITAS %TRUCTU 0. �O FC/STE9N \ kSS/ONAL V E I TA 5 I V E I TA 5 DATC 9 QT nAn TYPICAL DETAILS N� Up•.I.4' NWd49 52.02 u39 c o'. a chfiw<101 engineers VEITAS RE5IDENCE DaAWN eT c ac eT APPo er o sc ate No. Brelnittc Mcvachu«aty 02164 33 SECOND AVE. TEL IT8116482663 FAXO811849-2065 7:H Rv RV OSTERVILLE,MA vl— WALL SHEATHING WOOD STUD WALL WALL SHEATHING WOOD STUD WALL SEE PLAN SEE PLAN SEE RAN SEE PLAN '-Jb•DIA.ANCHOR BOLTS O 4'-0.OC. DIA.ANCHOR BOLTS O 4'-0.O.G. 2x&PRC-5SI1RE TREATED PLATE 2x&PRESSURE TREATED PLATE WOOD STUD WALL WALL SEE PLAN SHEATHING FLOOR SHEATHING SEE PLAN 0 4-0 O.C. ROD FLOOR SHEATHING FLOOR SHEATHING SEE RAN FOR TOW EL. SEE PLAN FOR TOW EL. SEE RAN FOR TOW 2,b ESSURE PR SEE PLAN SEE PLAN WOOD STUD WALL EL.SEE TREATED W SILL 5EAL BEYOND RAN GRADE VARIES NI'.. GRADE VARIES -II .:• SEE ARCH.AND �' •P.T.RYWOOD SEE ARCH.AND L� 1 SITE DW65.TYP. SITE DWG5.TYP. ' (- 9'V IP FORS O FOR SLAB E 4 EL.4 REINEIN F. ;p REIN.SEE PLAN Ir WOOD I-JOIST FOR BEAMS PITCH ��p� SEE RAN I SEE PLAN SLAB > 2,4 P.T. WOOD I-JOIST 4 , rJFLACK JACKET yry ol6'O.G. (THIS LEVEL ONLY) m _ PAF I , L 4• LALLY COLUMN GAP I Z • • 1'-b• Q o I J F F SEE RAN - I COLUMN ��qf1 SEE RAN LL 2-+5 GONT.T48(TYP) 2-5 GONT.T4B(TYP) SEE PLAN SEE PLAN IEM SEE EO. EO. FOR BOF EL. 9• 6' 9' SEE RAN I SEE PLAN 2'-0• PAPER JOINT FOR SLAB PAPER JOINT FOR SLAB FOR SLAB EL EL.4 REINF. Ir EL.a REINF. I I SEE RAN SEE RAN SEE PLAN I SEE PLAN I REINF.,SEE RAN . 2--5 CONT.T4B 2-a5 CONT.T4B I b b 4� 5-4 COW. SECTION a SECTION s j SOP EL.VARIE5 '�j BOF L.VARIES IWo16• SEE RAN SEE RAN SEE RAN SEE RAN 2 I SEGTION Bia=1-o 4.o SECTION 3 5)a••r-0• 4.0 1 OF Mgss 9 2 IMNNTAS `y VEITAS $TRUCK 0. �O /STERQ" �SSATNAL V E I TA 5 V E I TA S 9 e DATE 9 @T R/H ND. SECTIONS AND DETAILS Y@ET UD•.I'4' o412Sna @n81nQEP4 VEITA5 RESIDENCE 09 G.ww s—•Saho 101 ° c aco M A-0 M 55 SECOND AVE. 54.0 amint e.Mawch 11 021S< T5H4 �, OSTERVILLE,MA TF.L(7SI1643-2663 FA\(751249-2005 LVL OR - 8' GIRDER TRUSS NOTE BOTTOM CHORD SHIFT FLUSH FRAMED JOISTS AND WOOD TRUSSES AT POSTS TO AVOID INTERFERENCE 2' 2' WITH 1[5 4 BOLTS JACK STUDS I-STUD KING MIN. Inual Man TM_ NN Nan Nn SEE PLAN NOTES AND Ibd COMMON NAILS 160 COMMON NAILS 'DIA.TNRU BOLTS Nln Ruin INI11 (JACK SIASTUOO MIN)ON 2 ROWS AT I2'O.G. 5 ROWS AT 12'O.L. 2 ROWS AT 12'OC. _ alp' Nln gill Nn O ION Ran IINn �PLAN ry IIIIIII IIIIIII IIIIIII LVL5 OR 2X FRAMING FLOOR 91n:ATHINS unu muu nun see PLAII it NN nun nuu = 91111 nut nnm = I u n n LVL 'a nnn nnn v L0.VL 2x._ 0 iv 2-h•VIA.BOLTS 1A � I EACH 51DE BOLTS I I = D D jy 2-LVL „ -LVL ry 4-LVL WOOD POST b• IE it 5ADDLE R I I I I 1• I SEE PLAN SEC R I I 9 �-iPLY BEAM-iPLY BEAM 3 PLY BEAM 4 PLY BEAM SIMPSON cc OR JACK STUDS 1-5TUD KING MIN. I I See PLAN NoreS AND COLUMN CAP TS POST—�I I JACK STUD MARKS ON TYPICAL MULTIPLE PLY L\/L BEAM DETAIL UD MINJ SEE�"" RAN.(TO BOAL SIDS TO EOI/AL OR TYPICAL WOOD POST TO TYPICAL STEEL POST O+AC g LVVGIRDER TRUSS DETAIL TO LVL DETAIL TYPICAL JACK STUD DETAIL POST FROM LVL OR 2x JACK STUDS I-STUD KIN&MIN. POST FROM ABOVE SEE PLAN SEE RAN NOTES AND BUILT UP POST JACK 5TUD MARKS ON FLOOR GONT FROM ABOVE PLAN.(I STUD MIND SHEATHING FLOOR FLOOR SHEATHINV SHEATHING SEE HOOD PO T BUILT UP SEE PLAN POST COM FROM ABOVE LVL OR 2X..._ CBE55 USP COL. 1 BASE BY 51 fol FOR 5LAS EL.4 REINF. ( ) OR EQUAL I¢1 SEE PLAN • I 1 I I FLUSH FRAMED FLUSH FRAMED ' I I` HEADER OR BEAM HEADER OR BEAM PROVER SIZED AND • POST SEE SCHED. PROVIDED BY TRUSS LVL'5 OR 2x5 ^ 4 4- ,a POST SEE SCHED. OR FRAMIN6 SUPPLIER SEE PLAN FOR REACTION ' - SEE PLAN . JACK STUDS 1-5TUD KING MIN. e , SEE PLAN NOTES AND JACK STUD MARKS ON �(i-m,�oR POST IN WALL POST AT END OF WALL LVL OR 2x HANGER DETAIL EXCEED THE NUMBER TYP. POST BASE DETA I L OF JACK STUDS ABOVE TYPICAL JACK STUD DETAIL 2x..STUD WALL 2x..5T 17 WALL Y 2x..STUD WALL 2x..STUD WALL 2x..STUD WALL SEE ARCH.DWEf. WALL SHEATHING WALL 5HEATHINV COOT.2x..TYP, CONT.2x..TYP. SEE ARCH.DWGS. SEE ARCH.OASS. SEE ARCH.DW6S. SEE ARCH.DWGS. SEE ARCH.DW&S. 2x4 GONT,NAILER WEB SnFF TYP. CONT.2x..TYP. CONT.2x..TYP. LVL BEAM CONT.2x_TYP. 2-LVL'n SOLID FLOOR SHEATHING FLOOR SHEATHING FLOOR SHEATHING BLOCKING FLOOR SHEATHING LVL BLOCKING FLOOR SHEATHING COOT.LLV TYP. FLOOR SHEAh11Nb SEE RAN TYP. SEE RAN TYP. SEE RAN TYP. SEE PLAN TYP. SEE�-�TYP' SEE PLAN TYP. I L TJI SEE TJI SEE RAN TJI SEE PLAN TJI SEE PLAN TJI SEE RAN PLAN WEB STIFF.TYP. TJI JSEE N 2-2x..CONT.TYP. CONT.L��' LVL BLOCKINb WEB STIFF TYP, PLAN JOIST HANGER TJI SEE PLAN FIRE BLOCKING TYP. 2-2z..COOT.TYP. 2-2x..CONT.TYP. COOT.10'LVL 2-2z..GONT.TYP. LVL BEAM WALL SHEATHING 2-2x..CONT.TYP. 2x4 CONT. 2x..STUD WALL 2x..STUD WALL SEE AR"'DW&S. 2x..STUD WALL WALL SHEATHING 2x..STUD WALL NAILER TYP. SEE PLAN SEE ARCH.VAS . 2x..STUD WALL WALL SHEATHING WALL SHEATHING SEE ARCH.PASS. SEE RAN TYP. SEE RAN TYP. SECTION I SECTION SECTION 3 SECTION a SECTION s SECTION e 3/4'•1'-0' S.O 5/4'•11-1' $.O 5/4'c 1'-0' s.0 5/4'-1'-0' .O 5/4'=1'-0' S.0 5/4'-1'-0' S.O OF Mass 9 = IMANTAS °y VEITAS 6TRUCTU 0. 0 FC/STEPQ' �SS�NAL ` V E I TA SIN V E I Tn S � a,� PLAN NO. SECTIONS AND DeraLS engineers VEITA5 RESIDENCE 699 Or 111r SI—I,S.ur 101 GKO a'' APPD eY D11'�w. 33 SECOND AVE. 55.01 SmInIm M—ch—It,02164 p� RV RV ' TEL 17611643-2663 FAX47SM49-2065 OSTERVILLE,MA 2xI2 2xI2 SEE 2xIOaI6'OZ, ARCH- 2xIO RAFTERS /HANSER ryp. TYP. 4-16d PACE NAILS SEE TYP. ARCH. 2xIOQI6'O.C, 2-2xI2 WHANSER TYR SIMPSON ANCHOR H25A TYR SEE 2xeolb,04./- ARCH. 5IMP50N ANCHOR H25A TYP.AT EACH RAFTER N' TYP.AT EACH RAFTER SEE ARCH. SEE --------------------- -------------------------------------- -- ARCH. --------------------------------------------------------------------------1-1-i 4-16d FACE NAILS EXTERIOR V rBEYOND o EACH END(TYP). STUD WALL EXTERIOR TYR 5TVO WALL SECTION I SECTION 2x12 2-10.LVL Tyr. SEE ARCH. 2-10'LVL DETAIL A 2-11'LVL(I EA,SIDE OF 2-10*LVL SIMPSON ANCHOR H25A EXTERIOR 2x60I6'OC. 57vo WALL TYP. END OF SHEAR WALL I END OF SHEAR WALL lb*41 TKRU ITS SECTION (I EA.SIDE Of 2-10'LVL EXTERIOR STUD WALL DETAIL lit'•1'-0* 5.0 ,"k OF MgSS IMANTAS VEITAS $TRUCTU GISTE NAL fNG 9GALE ogre %Orr PLAN ND. SECTIONS AND DETAILS VE I TASIVE I TAS W 1 04A 7"' VEITAS RESIDENCE engineers tft- 639 Onnit,Sirml,Suit,101 A-0 55 SECOND AVE. 55.02 FAX(7811849-20&9 Bminli-Mamclut.wil 02184 TOM OSTERVILLE,MA Foundation C ertification in Osterville, MA Address: 33 SECOND AVENUE Prepared For: VIDA VEI TAS Assessor's Map: 116 Lot: 065 Baxter Nye Engineering & Surveying Community Panel Number 250.001 0757 J Registered Professional F.I.R.M. Map Zones: X Engineers and Land Surveyors Plan Reference: PLAN BOOK 27 PAGE 135 LOT 18 78 North Street, 3rd Floor DEED BOOK 31356 PAGE 242 Hyannis, MA 02601 Phone - (508) 771-7502 Fax - (508)-771-7622 Owner: ADA R. VEITAS Project Number.: • 2018-025 Scale: : 1" = 30' Date: 09-10-2019 DH CB ? ® UE FND "d gECON� BOOK 43 PAS 81)— N gt•pp'10� E o� N 81'00'10 DEED 120.00 CpLC.M.23 LA rn IP FND �! c� 1n N O Cl) O pD � O � n N � Z N Z n o0 om co r55 o pE1ER5° � v o LOT Des jib 0 o � 32.2' EXISTING d FOUNDATION 15.0' .7 _ _ LOCATED 08/27/201 9 N/F QiN�FER91 pT311 D�'6 jte LOT OM FM !c V,UR1E 6 Y ND� jis LOT 136q4 PG. j2 N CB/DH VE14 FND �N D�pREA 2K ES SF 0.55t N N DEED 120.00' FNDCB/ CB/DH CALC.120•23 � W FND S 81'04`�- NA)SM NFgsp p0 314 0M 0j1e L 071 u 11-LDING DEPT SEP 2,7 2019 Notes: TOWN OF g 1. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE MAY BE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MO OF WAYS ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE ENGINEERING & SURVEYING. 2. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD INFORMATION.CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY BARTER NYE ENGINEERING & SURVEYING ON AUGUST 27, 2019. 1 CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. oF���assgc THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. ZE �p1.Li3N cn 0 t40.48687 T taosS�°�,o� fm SU'M REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE D:\2018\2018-025\SURVEY\PLOT\2018-025 FND ASB.dwg, 9/10/2019 2:14:36 PM, Bluebeam PDF