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Home My WebLink About0022 SEA VIEW AVENUE 1 4 r i r. k ��v�, .__ .�. ... ._ m .�. ..s .d"'4-. ,. vrr ��-*'..� .: ... .�, ._ n-+�9_��"_e�'-'r'w r .�.� _ �_e�"ti"",.`_�^*""prv^�r7.n � � - �""..�.—".�' N P �oF`"Ero�ti Town of Barnstable O'er V BAI ,ST,BLE, : Building Department-200 Main Street M.�$ �•`p Hyannis, MA 02601 1639. AlEO MA'S Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-3929 CO Issue Date: 6/24/2020 Parcel ID: 162-015 Zoning Classification: RF-1 Location: 22 SEA VIEW AVENUE, OSTERVILLE Proposed Use: Name of Tenant: Sprinklers Provided: Gen Contractor: KENDALL & WELCH CONSTRUCTION Permit Type: Residential - Single Family Type of Construction: Design Occupant Load: 0 Comments: FOUR BEDROOM 2 � Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition TOWN OF BARNSTABLE 1019 MP 29 PM 4-- 18 P o0 i # - �� ION �(7 .00, �j►� LOT AREA Q� 28,350 S.F. ryh �2s 4 . a �o o Aj o J 27000 �P S AS BUILT FOUNDATION PLAN DCE #18-080 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : 22 SEA VIEW AVENUE PREPARED FOR: OSTERVILLE, MASS. M/M HEGARTY SCALE : 1" = 40' DATE : FEBRUARY 22, 2019 REFERENCE ASSESS. MAP 162 PCL. 15 HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE I �` GROUND AS SHOWN HEREON. o C j/; A ,« eH 508-362-4541 O IJO. 2n38 fm�508 382-888W OF S! \.;-, 1 down cape engineering, inc. Cl V/L ENGINEERS f� LAND SURVEYORS 939 Moln Street — YARMOUTHPORT, MASS. DATE REG. LAND SURVEYOR Town of Barnstable eA"„. a Building Department- 200 Main Street 039. �ArEOMA'��`0� Hyannis, MA 02601 Tel. (508) 862-4038 Temporary Certificate Of Occupancy Permit Number: B-18-3929 CO Issue Date: 6/12/2020 Parcel ID: 162-015 Zoning Classification: RF-1 Location: 22 SEA VIEW AVENUE, OSTERVILLE Proposed Use: Permit Type: Building- New Construction - Rebuild After Teardown General Contractor: KENDALL& WELCH CONSTRUCTION Comments: 30 DAY TEMPORARY OCCUPANY EXPIRES 7/12/20 6/12/2020 Building Official Date: �V Town of Barnstable Building s1 Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept aCV welwe %AS& y� Posted Until Final Inspection Has Been Made. Permit 3t° Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-820 Applicant Name: Steve Reale Approvals Date Issued: 04/17/2020 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 10/17/2020 Foundation: r ci1L7�Lp Location: 22 SEA VIEW AVENUE,OSTERVILLE Map/Lot: 162-015 Zoning District: ' RF-1 Sheathing: Owner on Record: HEGARTY,JEREMIAH T&JOHN C TRS Contractor Name: CUSTOM QUALITY POOLS INC. Framing: 1 Address: 22 SEA VIEW AVENUE Contractor License: 105084 2 OSTERVILLE, MA 02655 ? � "'� Est. Project Cost: $80,000.00 Chimney: Q Description: Installation of a new 20'x 40' inground pool. ,Pool and attached spa. Permit Fee: $ 175.00 Pool and spa to be enclosed with a code compliant fence with self ; Insulation: Fee Paid:' $ 175.00 closing and self latching gates. r _ Date: �r 4/17/2020 Final: Project Review Req: 'i�Jr f Plumbing/Gas�Q 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. I // li 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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Building Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept Posted Until Final Inspection Has Been Made. Permit � Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-820 Applicant Name: Steve Reale Approvals Date Issued: 04/17/2020 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 10/17/2020 Foundation: Location: 22 SEA VIEW AVENUE,OSTERVILLE Map/Lot: 162-015 Zoning District: RF-1 Sheathing: Owner on Record: HEGARTY,JEREMIAH T&JOHN C TRS Contractor Name CUSTOM QUALITY POOLS INC. Framing: 1 Address: 22 SEA VIEW AVENUE Contractor License: 105084� 2 OSTERVILLE,MA 02655 Est. Project Cost: $80,000.00 Chimney: t Description: Installation of a new 20'x 40'inground pool. Pool and attached spa. Permit Fee: $175.00 Pool and spa to be enclosed with a code compliant fence with self r Insulation: Fee Paid: $ 175.00 closing and self latching gates. Final: Date: 4/17/2020 Project Review Req: 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 whic0this 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 Final Gas: the work until the completion of the same. I Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: 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: P 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 ek- Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT O fk. S� i Home Energy Rating Certificate Rating Date: 2020-04-27 Final Report Registry ID: 724397340 I� Ekotrope ID: pdWk8Y6d IndexHERSO Score: Annual 22 Sea View Ave Your home's HERS score is a relative 55 performance score.The lower the Osterville, MA 02655 number, • Builder:$2,973 home.To learn more,visit *Relative to an average U.S.home Kendall Welch Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual cost criteria of the following: Heating 78.5 $1,327 2015 International Energy Conservation Code Cooling 0.7 $44 Hot Water 10.3 $171 Lights/Appliances 22.1 $1,174 Service Charges $0 Generation(e.g.Solar) 0.0 $0 Total: 111.7 $2,717 IndexHERY Home Feature Summary: Rating Completed by: Q MmEmrgy Home Type: Single family detached tso Model: N/A Energy Rater.Paul Graney Existing "o Community: N/A RESNET ID:2649950 Homes uo Conditioned Floor Area: 3,072 fe Rating Company-Home Energy Raters LLC Number of Bedrooms 4 180 State Rd,Suite 2U Sagamore Beach MA 02562 Reference - uo Primary Heating System: Furnace•NaturalGas•96.1 AFUE 508-833-3100 Home -90 Primary Cooling System: Air Conditioner•Electric•13 SEER Rating Provider:Energy Raters of Massachusetts 8o Primary Water Heating: Water Heater•Natural Gas•0.96 Energy Factor 2 Woodlawn Street Amesbury,MA 01913 70 978-270-3911 w House Tightness: 1551 CFMSO(2.03 ACH50) 60 s,—ift Ventilation: 80 CFM•10.8 Watts ao This Home Duct Leakage to Outside: 34 CFM @ 25Pa(2.31/100 s.f.) 70 Above Grade Walls: R-20 wner Ceiling: Attic,R-44 Zero EHo gy o Window Type: U-Value:0.28,SHGC:03 Len Fnergy Foundation Walls N/A Paul G Certified Energy Rater 0"15 RUM Digitalllyly signed:4/27/20 at 1057 AM Ekotrope ft ekotrope reportThis does notconstitute 2015 IECC R-406 RESN ET RESNET RESIDENTIAL ENERGY SERVICES NETWORK Registered Energy Rating Index rt Property fganin�i tiio Energy Rating Index Information Builder:Kendall Welch Company:Home Energy Raters LLC RESNET Registered Rating Address: Phone: Rating No:724397340 22 Sea View Ave, Osterville, MA 02655 Rater:Paul Graney Rater ID (RTIN):2649950 Date Rated:2020-04-27 HERS'Inde)( f -• Y, - • • • • More Energy Rated Home Calculated Rated Home Cost($/yr) ; 1so Energy Use(MBtu) Existing 140 Heating 78.5 $1,327 Homes 130 Cooling 0.7 $44 3120 1 Water Heating 10.3 $171 no Reference ioo Lights&Appliances 22.1 $1,174 Home 90 Photovoltaics 0.0 $0 80 Total 111.7 $2,717 70 Based on standard opere6ng oand4ions 60 so ERI with PV:55 40 This Home so ERI without PV:55 Zero Energy 10 Electric(kWh):5,613.1 CO2 Emissions (Tons):9.0 Home so Natural Gas (Therms):925.0 Energy Savings($)**:N/A Less Energy 01013 aE-11 —Based on the 2015 IECC R-006 Reference design home Daxwm t. - . � 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: IDOAd 6WIU?j� Organization: Home Energy Raters LLC Digitally signed: 4/27/20 at 10:57 AM O�y0ORrOwoe OL Company:Energy Raters of Massachusetts Address:2 Woodlawn Street Amesbury, MA 01913 Phone#:978-270-3911 No. 98.136 A Fax#: s9c �AeDITA-00N To determine if a provider is properly accredited go to:www.resnet.us/professional/programs/search_directory (Confirmed and tested) Climate Zone 5 MandatoryRequirements Provision Number Topic Compliance Decision 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 R402.4.4 Rooms containing fuel-burning appliances PASS* R402.5 Maximum fenestration U-factor and SHGC (U-Factor) PASS (SHGC) PASS R403.1.2 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* 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 ACCA Manual J and S conducted for all heating and cooling ACCA forms required for systems. permit R403.8 Systems serving multiple dwelling units to meet the 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 High efficacy lights installed in 75%of permanently installed PASS fixtures. 'These items have been field-verified by the Rater,Field Inspector,Code Inspector,or Builder. IECC 2015 Label 22 Sea View Ave Ekotrope RATER-Version:3.2.3.2422 HERS@ Index Score:55 Building Envelope Specs Ceiling: R-44 Above Grade Walls:R-20 Foundation Walls: N/A Exposed Floor: R-30 Slab:N/A Infiltration: 1551 CFM50(2.03 ACH50) Duct Insulation: R-8 Duct Lkg to Outdoors:34 CFM @ 2513a(2.31 / 100 s.f.) Window& Door Specs U-Value:0.28, SHGC:0.3 Door: R-3 Mechanical-Equipment Specs Heating: Furnace- Natural Gas- 96.1 AFUE Cooling:Air Conditioner- Electric- 13 SEER Hot Water:Water Heater- Natural Gas-0.96 Energy Factor Builder or Design Professional Signature: Air Leakage Report Property Organization Inspection Status 22 Sea View Ave Home Energy Raters LLC 2020-04-27 Osterville, MA02655 Paul Graney Rater ID(RTIN):2649950 RESNET Registered Sea View Ave 22-pdWk8Y6d Builder (Confirmed) 22 Sea View Avenue final Kendall Welch General Information Conditioned Floor Area[sq. ft.] 3,072 Infiltration Volume[cu.ft.] 45,900 Number of Bedrooms 4 Air Leakage Measured Infiltration 1551 CFM50(2.03 ACH50) ACH50(Calculated) 2.03 ELA[sq. in.](Calculated) 85.31 ELA per 100 s.f. Shell Area(Calculated) 0.829 CFM50(Calculated) 11,551 CFM50/s.f. Shell Area(Calculated) 10.151 Duct Leakage System 1 System 2 Leakage to Outdoors 50 CFM @ 25Pa 34 CFM @ 25Pa (3.12/100 s.f.) (2.31 /100 s.f.) Total Leakage Test Type Post-Construction Post-Construction Total Leakage[CFM @ 25 Pa] 50.0 219.0 Total Leakage[CFM25/100 s.f.] 3.1 14.9 Total Leakage[CFM25/CFA] 0.031 0.149 Mechanical Ventilation Rate[CFM] 80 CFM Hours per day 20.5 Fan Power 10.8 Wafts Recovery Efficiency% 0.0 Runs at least once every 3 hrs? true Average Rate[CFM] 68.3 CFM 2010 ASHRAE 62.2 Req. Cont.Ventilation 68.2 2013 ASHRAE 62.2 Req.Cont.Ventilation 65.5 Ekotrope RATER-Version 3.2.3.2422 All results are based on data entered by Ekotmpe users.Ekotrope disclaims all IiabiBty fa the WormaWn shown on this report. i Building Specification Summary Property Organization Inspection Status 22 Sea View Ave Home Energy Raters LLC 2020-04-27 Osterville, MA02655 Paul Graney Rater ID(RTIN):2649950 RESNET Registered Sea View Ave 22-pdWk8Y6d Builder (Confirmed) 22 Sea View Avenue final Kendall Welch Building Information Rating Conditioned Area[ft2] 3,072.00 HERS Index 55 Cond t onii ed Volume[ftj 45,900.00 HERS Index w/o__PV 55 Thermal Boundary Area[tt2] 10,294.90 Number Of Bedrooms 4 Housing Type Single family detached Building Shell Ceiling w/Attic Windows(largest)I U-Value:0.28, SHGC:0.3 R44,LDF,12",10x16,G1,Unfinished U-0.02 _Window_%Wall Ratio-I0.20 - Vaulted Ceiling I None - ] Infiltration 11551 CFM50(2.03 ACH50) Above Grade Walls I R20,LDF,6x16,G1 U-0.05 Duct Lkg to Outside 134 CFM @ 25Pa(2.31 /100 s.f.) Found.Walls I None Total Duct Leakage 1219 CFM 0 25Pa(Post-Construction) Framed Floors I R30,FG,1 0x1 6,G2 R-30 - - _S1abs(None -- Mechanical Systems Heating Furnace- Natural Gas-96.1 AFUE Cooling Air Conditioner- Electric- 13 SEER Water Heating Water Heater- Natural Gas-0.96 Energy Factor Programmable Thermostat Yes Ventilation System 80 CFM - 10.8 Watts Lights and Appliances Percent Interior LED 1006% Clothes Dryer Fuel Natural Gas Percent Exterior LED-- 1000/0- Cloth Dryer CEF - 3.4 Refrigerator(kWh/yr) 594.0 Clothes Washer LER(kWh/yr) 130.0 Dishwasher Efficiency 269 kWh Clothes Washer Capacity 4.8 Ceiling Fan None Range/Oven Fuel Natural Gas Ekotrope RATER-Version 3.2.3.2422 All resrdts are based on data entered by Ekotrope users.Ekotrope diisclalms all liability for the Information shown on this report. Mass Save RMC PFS Savings Report Property Organization Inspection Status 22 Sea View Ave Home Energy Raters LLC 2020-04-27 Osterville,MA 02655 Paul Graney Rater ID(RTIN):2649950 RESNET Registered Sea View Ave 22-pdWk8Y6d Builder (Confirmed) 22 Sea View Avenue final Kendall Welch Annual End-Use Consumption Reference Home Rated Home Savings % Saved Heating[Natural Gas Therms] 1,422.7 1,031.0 391.7 27.5% Heating[Electric kWh] 318.4 236.7 81.7 25.7% Cooling[Electric kWh] 635.9 557.2 78.7 12.4% Hot Water[Natural Gas Therms] 162.5 103.5 59.0 36.3% Ughts&Appliances[Natural Gas Therms] 42.7 42.7 0.0 00/4 Ughts&Appliances[Electric kWh] 5,226.2 5,226.2 0.0 0% Total[Natural Gas Therms] 1,627.9 1,177.2 450.8 27.7% Total[Electric kWh] 6,180.5 6,020.0 160.4 2.6% Electric Savings Incentive $56.15 Fuel Savings Incentive $1,577.69 Percent Savings Incentive $744.33 Rater Incentive' $350.00 Participant Incentive $23378.18 Percent Savings 24.81% Rater Incentive is distributed directly to Rater by Mass Save Program. Ekotrope RATER-Version 3.2.3.2422 All results are based on data entered by Ekotrom users.Ekotrope discla ms all liability for the information shown on this report. RESNET HOME ENERGY RATING Standard Disclosure For home(s) located at: 22 Sea View 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. 02. In addition to the rating, the Rater or the Rater's employer has also provided the following consulting services for this home: El A. Mechanical system design []B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel E. Other(specify) M3.The Rater or the Rater's employer is: []A. The seller of this home or their agent [IB. The mortgagor for some portion of the financed payments on this home 0C. An employee, contractor, or consultant of the electric and/or natural gas utility serving this home [14. 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 []Rater Employer Rater Employer Thermal Insulation systems URater MEmployer Rater Employer Air sealing of envelope or duct systems Rater Employer Rater Employer Energy efficient appliances []Rater Employer Rater Employer Construction(builder,developer,construction contractor,etc) Rater Employer Rater Employer Other(specify): Rater Employer Rater Employer W15.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.htmi Name: Paul Graney Signature: Pad Gh ne* Organization: Home Energy Raters LLC Digitally signed: 4/27/20 at 10:57 AM 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 asset 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 hftps://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 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 enaiv Posted Until Final Inspection Has Been Made. Permit t Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-18-3929 Applicant Name: KENDALL&WELCH CONSTRUCTION Approvals Current Use: Structure O Date Issued: 12/27/2018 �, Expiration Date: 06 27 2019 undation� Permit Type: Building-New Construction-Rebuild After p / / Teardown Map/Lot: 162-015 Zoning District: RF-1 Sheathing: AlY Me Location: 22 SEA VIEW AVENUE,OSTERVILLE # Contractor Name:-. KENDALL&WELCH Framing: �/ t'��11K 'Aft ' Owner on Record: HEGARTY, LAURI CONSTRUCTION 2 Address: 22 SEA VIEW AVE r..... J .. _Contractor License: 128405 Chimney: OSTERVILLE, MA 02655 Est. Project Cost: $800,000.00 1 Insulation: Description: rebuild 4 bedroom home Permit Fee: $4,205.00 Zfv Fee Paid: $4,205.00 Final: 00 Project Review Req: UNFINISHED ABOVE GARAGE. LANDING REQUIRED AT BASE w- r OF STAIRS TO ATTIC.TEMPERED GLAZING REQUIRED IN Date:,' 12/27/2018 Z HAZARDOUS LOCATIONS. pp Plumbing/Gas Rough Plumbing: Final Plumbing: Building Official y �I' Rough Gas: i ! Final Gas: 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 thetapproved construction documents for which this permit has been granted. Electrical 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 Service: work until the completion of the same. 1 L-.�.�._ _ Rough: 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: Final: 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Health 6.Insulation 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department 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). i DW:678.469 10-16-96 02:2I CTF#:142368 BfRHSTRBLE LRND COURT 8EGISTRYN 1)-Ep 7, 20267.dcc QUITCLAIM DEED } '!�Y �r�►fll.i± We,K.PRESCOTI'LOW and SUSAN T.LOW,both of 577 South County Road, Palm Beach,Florida, for consideration in the amount of EIGHT HUNDRED FORTY FIVE THOUSAND and 00/100($845,000.00)DOLLARS,paid, grant to LAURI HEGARTY,Individually,of 71 Tower Hill Road,Osterville Massac husetts, with Quitclaim Covenants The.land situated in Barnstable in the County of Barnstable and Commonwealth of Massachusetts, bounded and described as follows: ? NOR711 WESTERLY by the southeasterly line of Washington Avenue,Thirty- five(35)feet; NORTIII?ASTERLY by land now or formerly of I-lelen L.Jones,two hundred ten(210)feet; SOUITIEASTE-RLY by Sea View Avenue,thirty-five(35)feet;and SOUTHWESTERLY b land Y now or formerly of Louise R.Kimbark,two hundred ten(210)feet. All of said boundaries are determined by the Court to be located as shown on plan 15502- A dated July 1933,drawn by Newell B. Snow,Engineer,as modified and approved by the Court, and filed in the Land Registration Office at Boston,a copy of a portion of which is filed in a Barnstable County Registry of Deeds in Land Registration Book 14 Page 50 with Certificate of Title No.3380. SOUTHEASTERLY by Sea View Avenue,one hundred(100)feet; SOUTHWESTERLY by a Way,two hundred ten(210)feet; NORTI.IWF-STERLY by the southeasterly line of Washington Avenue,one hundred 000)feet;and I 20267.dee NORTHEASTERLY by land now or formerly of Emily O.Harris,two hundred ten(210)feet. All of said boundaries are determined by the Court to be located as shown on plan 14389- A dated June 1930,drawn by Newell B. Snow,Engineer,as modified and approved by the Court, and filed in the Land Registration Office at Boston,a copy of a portion of which is tiled in Barnstable County Registry of Deeds in Land Registration Book 11 Page 37 with Certificate of Title No.2582. All of said land is subject to restrictions as set forth in three deeds:one given by William J. Bride et al.Trustees to Erastus Scudder dated September 1, 1974 duly recorded in Book 121 Page 405,and two given by Joseph C. Stevens to Calvin 11.Prescott,one dated September 20, 1982 duly recorded in Book 151 Page 170 and the other dated October 3, 1882 duly recorded in Book 151,Page 172. So much of said land as was a part of Sea View Avenue as originally laid out is subject to rights of all persons lawfully entitled in and over the same,so far as such rights are now in force and applicable. For grantor's title see Certificate of Title No. 74029. WITNESS our hands and seals this �� day of October, 1996. K.Prescott Low Susan 1'.Low 1 r ,.• , �, of V:1 C) Z4 ...a t. 7 a c• /\y�ry�j rrJ �i � ea wi/ a � t Y r " v -. , 1 r 1 a1 .FT :R' C7 ��1 M••t U, N1 JK C„ k C CCI CYJ n') I I 20267.dee COMMONWEALTH OF MASSACHUSE-M Barnstable, ss. October /1 , 1996 Then personally appeared the above named K.Prescott Low and Susan T.Low and acknowledged the foregoing instrument to be their free act and deed,before me- Ad /9' b4"ad-' 919� N Public My commission expires: 91/ I GARNSTABLE REGISTRY OF DEEDS A6 o® DATE(MM/DDJYYYY) CERTIFICATE OF LIABILITY INSURANCE F03/23/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Sharen Rabesa MURRAY& MACDONALD INSURANCE SERVICES INC PHONEl . 508 289-4160 ra No: E-MAIL ADDRESS: sharen@riskadvice.com 550 MACARTHUR BLVD INSURERS AFFORDING COVERAGE NAIC N BOURNE MA 02532 INSURERA: AIM MUTUAL INS CO 33758 INSURED INSURERS: LEE ANDERSEN INSURERC: INSURER D: PO BOX 993 �, INSURERE: FORESTDALE MA 021344 INSURER F: COVERAGES CERTIFICATE NUMBER: 250431 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1�TR TYPE OF INSURANCE J=iffia SUER POLICY NUMBER MMILDDY MM/DD/YYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR A Er PREMISES Ea occurrence $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ JECT POLICY❑PRO LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINEDSINGLELIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED N/A BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Poraccident UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X _PESTATUTE ERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 100,000 A OFFICER/MEMBEREXCLUDED? I NIAI NIA N/A VWC100602213112018A 01/03/2018 01/03/2019 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more apace Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. Sole proprietor has not elected coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Kendall & Welch Construction Inc ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 490 IAUTHORIZED REPRESENTATIVE Osterville MA 02Ei55 "`ter C l I Daniel M.Cro y,CPCU,Vice President—Residual Market—WCRIBMA (91988-2014 ACORD CORPORATION. All rights reserved! ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 02/12/2018 16: 46 5087602211 OCEANSIDE INS PAGE 01/01 ACC CERTIFICATE DATE Wiwvw C F LIABILITY INSURANCE F2/12/201 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND.CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDEk. T S CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICI S BELOW, THIS CERTIFICATE OF INSURANCE b0ES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORI D REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:' If the certificate holder is an ADDITIONAL iN URED,the polioy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights tot to certificate holder in lieu of such endorsements. PRODUCER N MEf Christian Barber, CIC The Oceanside Insurance GroupPHONE (508)790-79ss A�N (508)775-0500 PAX ac Na MAIL JE.chriatian@oceansideinsuranee.com ADDRE 52 West Main Street INSURERS APFORDINO COVERAGE NAIC Hyannis MA 02601 INSURER AASSOCiated Employers Ins CO INSURED INSURER D t Dennis Bechtel 164 Parker- Road INSURER C: INSURER D: INSURER E- West Barnstable MA 02668 INSURERF: COVERAGE$ CERTIFICATE NUMBER:CL:L8212o5828 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERI INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TH CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANC12 AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM , EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. EK ILTR TYPE OF INSURANCE AD i _PQLICY NUMBE POLIC EFF IPD/OCY brfyyYi LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS�MADE OCCUR AGE TO RENTED EMISES Ea ac r $ MED EXP An one person $ PERSONAL 6 ADV INJURY $ GENT AGGREGATE:LIMIT APPLIES PER; GENERAL AGGREGATE $ POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGO $ OTHER: AUTOMOBILE LIABILrIY COMBINE tSINGLE LIMIT $ ANY AUTO BODILY ALL OWNED SCHEDULED INJURY(Par person) $ AUTOS AUTOS BODILY INJURY(Per exieern) $ NON-OWNED HIREDAUTOS AUTOS PR 'er I A GE $ 8 UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I RETENTIONS $ WORKERS COMPENSATION P OTW AND EMPLOYERS'LIABILITY YIN R �STATUTE ANY PROPRIETORIPARTNER/F mcurIVE E.L.EACH ACCIDENT $ 100 0 0 (r Yea,deeaiho under OFFICER/MEMBER EXCLUDED? N I A A (Mandatory in NH) wCC-500-SOlA2!iC-20�8A 1/22/2016 1/22/2019 ,E.L.DISEASE-EA WPLOYE $ 100 0 10 DESCRIPTION OF OPERATION below E.L.DISEASE-POLICY LIMIT I$ 500 0 0 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(AOORD 101,Additional Remlllka Schedule,may be attached if mare apace la required) Insuranco coverage is limited to the terms, cortditions, exclusions, other limitations and endorsement o the policy. Nothing Contained in the certifiC&te Of insurance shall be deemed to have altered, waived, or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION (508)428-4907 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Kendall & Welch Construction Co. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 32 Wianno Ave. Sto A5 ACCORDANCE WITH THE POLICY PROVISIONS. Osterville, MA 02655 AUTHORIZED REPRESENTATIVE C Barber, CIC/MC I 01988-2014 ACORD CORPORATION. All rights reserve 1. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 1NS025(zol4ol) Oct. 5. 2018 3: 53PM DOWLING & O'NEIL INSURANCE No. 1250 P. 1/1 Client#:44089 2CAPTAINSCR DATE(DWWPo/T YYYI ACORbm, CERTIFICATE OF LIABILITY INSURANCE 10►05/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTERTHE COVERAGE AFFORDED BYTHE POLICIES BELOW,THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the Gerti(lcate holder Is an ADDITIONAL INSURED,the pollcy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement-A statement on this certircate does not confer rights to the certificate holder In lieu of such endorsement a . PRODUCER CONTACT NAME: Dowling&O'Neil InsuranceAgy NC ER:508 A C No•5oE7791218 973 lyannough Road E-MAW- ADDRESS: P,O.Box 1990 TNSURE S pFFOAnING COVERAGE NA1C A Hyannis,MA 02601 INSURER A om Nam 14788 INSUREo INSURER B: Captain's Crew Painting,Inc. INSURERC: 29 Checkerberry Street Hyannis,MA 02601-2418 I INSURER E;R9SUR : INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWrTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. UMrTS SHOWN MAY HAVE BEEN��R�pE��IDUCED BY�PAID �CLAIMS. TR TYPE OF INSURANCE ADO UBA POLICY NUMBER MMD PANE/Yl'YY LIMrrs A GENERAL LIABILITY MPT1775f= 1/11/2018 0711112019 EACH OCCURRENCE61,000,000 X COMMERCIAL GENERALUABIuTY ISES Ca0001RT dlOa $500 000 CLAIMS-MADE Al OCCUR MEDEXP(Any one raDn $10 OOO X PbDed_250 PERSONAL&ADVINARY $1000000 OENERnLA13GREOATE s2,000,000 OEN'LAOGREQATELiMiT,WPUESPER- PRODUCTS-COMA/OPAGG 32000000 POLICY X PrtRO- X LOC $ CT AUTOMOBILE LW BUTY COMBINED SNGLE LIMIT Eo oe ANY AUTO BODILY INJURY(Parperenn) $ ALL OWNED SCHEDULED DODILY INJURY(Poe eoddenl) 3 AUTOS AUTOS NON--OWNED P OPERIY QE $ HIREDAUTOS AUTOS UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS.MADE AGGREGATE $ DEO I I RETENTION 5 $ A WORKERS COMPENSATION WCT1775F 7/11/2018 07/11/2019 X I WCSTATU• OTN- AND EMpPpLpO�YERS'''UABILnY YIN ,ITS Of�,T21EM6ERfXCLU0E07 CUTNE� NIA E.L.EACHACCfOENT 500000 (MandalorylnNH) E,LDISEASE-EAEMPLOYEE $500,000 Iryyes as Bwbe U ntl6e OESLIRIPTIONOrOPERATIONSbakm E.L.OISEASE-POLICY LIMIT $500000 DESCRIPTION 09 OPERATIONS I LOCATIONS I VEHICLES(Allach ACORD 101,Acdklonal Remarks Schodole,B more span Is required) Insurance coverage Is llmlted to the terms,condltlons,excluslons,other limitations and endorsements- Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy previsions. CERTIFICATE HOLDER CANCELLATION Kendall&Welch Construction SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BECANCELLEebBEFORE THE EXPIRATION DATt THEREOF, NOTICE WILL BE DELIVEAFO IN 108 Parker Road ACCORDANCE WITH THE POLICY PROVISIONS. Ostervills,MA 02655 AUTHORIZED RE P R E S E NTAT I V E � w ®1888-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #9220108/M220187 L51 10/11/2018 12: 36 5089572781 MARK SYLVIA INS AGCY PAGE 01/01 �� . CERTIFICATE OF LIABILITY' DATE(MM/D IYYYYI INSURANCE 10/11/2018D THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CON'rRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,Subject to the terms and conditions of the policy,certain policies may require an endorsement, A statement on this certificate does not confer rights to the certlflcate holder in lieu of such endorsement(s). ROOUCER CON MARK SYLVIA INSURANCE AGENCY LLC -PHONE -•—Merle )Sylvia95 PHONE (508)957-2125 nb asss: kris marksylviainsurence.com _ 404 MAIN ST INSURER(S)AFFORDING COVERAGE NAIL# CENTERVILLE MA 02532 INSURERA: TRAVELERS INDEMNITY CO OFAMERICA 25666 NSURED _ INSURER 8: AP CRESWELL CONSTRUCTION INC INSURER C;_ _ _y 200 WHISTLESERRY DRIVE INSURER E; MARSTONS MILLS MA 02648 INSURERF; JP.OVER.AGES CERTIFICATE NUMBER: 324244 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WI11CH TI•113 CERTIFICATE MAY SE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED eY THE POLICIES DESCRIBED HEREIN IS SUr3JECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, _ TR _ Y TYPE OF INSURANCE POLICY NUMBER P061CY 6FF POLICY M DDIYYYY LIMITS _ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S CLAIMS-MADE �I OCCUR PREMISES(Ea oecurrenco) 5 —_.. ..._.. MED EXP Anyannpnrnnn) $ _ .. _ ...._ N/A PERSONAL 8 AOV INJURY $ GEN'L AGGREGATE LIMIT APPI,IF,5 PER: GENERAL AGGREGATE $ POLICY PRO• ( 1 JECT U LOC PRODUCTS-COMP_/_OPAGG S OTHER: - $ i AUTOMOBILE LIABILITY j OMntlINEOSINOI,E I.IMIT S ANY AUTO BODILY INJURY(Pnr pnr9on) 5 A OULED N/A BODILY INJURY(Pnr arrldnnt) $AUTOS AUTOSSCHE AUTOS HIRED AUTOS NNO—WNED PROPERTY DAMAGEAUTOS S - ee.Ldcclden�_ I S UMBRELLALIA13 _ OCCUR 5ACH0_CCURRENCE S EXCESS LIAR CLAIMS-MADE NIA AGGREGATE 15 DEb RETENTION WORXERSCOMPENSAriON AND EMPLOYERS'LIABILITY Y/N X_ ER UT , ERµ ,ANYPROPRIFTOR/PARTNERIEXECUTIVE B.L.EACH ACCIOE,NT S 1,000,000 OFFICER/MEMSEREXCLUDED7 N/A NIA N/A-. 6HUBIK61636616 09/2212.018 09/22=19 - (MnittliftritVesci In under E.t.,DISEASE-EA EMPLOYEE $ 11,000,000 AIf yag 1198CflD9 Undar D, OF OPERATIONS halm E.L.DISEASE-POLICY LIMIT S 1,000,000 N/A ESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD tot,AtlOitlenal Remorke Schoaulo,may bo attaelted If more apace In raqulre(l) orkers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization Is given to pay /aims for benefits to employees in states other than Massachusetts if the Insured hires,or has hired those employees outside of Massachusetts. his Certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the sue date of this certificate of Insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Batch toot st www.m.lss.gov/lwd/workers-compensation/investigations/. ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN endali & Welch Building Co ACCORDANCE WITH THE POLICY PROVISIONS, OS Parker Rti AUTHORIZED REPRESENTATIVE {j stervllle MA 02656 Daniel M(C'to• Y,CPCU,Vice President-Residual Market-WCRIBMA 01929-2014 ACORD CORPORATION. All rights reserved. CORD 25(2014101) The ACORD name and logo are registered marks of ACORD IL AL �f CERTIFICATE OF LIABILITY INSURANCE DATE10105D/YYYI) 0/06/18 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND ORALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and Conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: JIM HINDMAN Schlegel&Schlegel Ins Broker PHONE 508-771-8381 9-No Iac o: 508-771-0663 34 Main Street A- MAIL : SCHLEGELINSURANCE MAIL.COM West Yarmouth,MA 02673 i INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: NGM INSURANCE COMPANY 14788 INSURED INSURERS: TRAVELERS CAPE COD SPRAY FOAM INSURERC: PROGRESSIVE 49 SISSON ROAD INSURER D HARWICHPORT,MA 02646 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILT POLICYEXP R TYPE OF INSURANCE WV POLICY NUMBER MMID POLICY E F MMMDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR -PREMISES Ea occurrence) $ 500,000 MED EXP(Any onePerson) $ 10,000- A MPK9358X 11/16/17 11/16/18 PERSONAL&ADV INJURY $ 1,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 ElPRO- POLICY JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED NGIE LIMIT Me ccident $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ C AUTOS ONLY x AUTOSULtO 07881343.4 06/08/18 05/08119 BODILY INJURY(Per accident) $ HIRED NON-OWN,ED PROPERTY DAMAGE. $ AUTOS ONLY AUTOS ONLY Peraccident) S UMBRELLA UAB OCCUR EACFIOCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTIONS $ WORKERS COMPENSATION PER TH- AND EMPLOYERS'UABIUTY Y f N STATU E ANY PROPRIETOR/PARTNER/EXECUTIVE .�13 07/23H8 07/23/19 E.LEACHACCIDENr $ 600,000 B OFFICERIMEMBER EXCLUDED? a N/A 6HUB6B13036a (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 600,000 If yes.describo under DESCRIPTION OF OPERATIONS below _ E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD lot.Additional Remake Schedule,maybe attached If more space is required) CORPORATE OFFICERS HAVE:ELECTED TO BE COVERED UNDER THEIR CURRENT WORKERS COMP POLICY CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN KENDALL AND WELCH CONSTRUCTION ACCORDANCE WITH THE POLICY PROVISIONS. 32 WIANNO AVE SUITE AS OSTERVILLE MA 02655 AUTHORIZED REPRESENTATIVE bookkeeperkan dw@gmail.com, t O 1988 2016 CORD CO ON. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of A R A�V CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 9/4/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Ileu of such endorsement(s). PRODUCER CONTACT NAME: Karen Bernier _ Eastern Insurance Group LLC PAC.N.E:xtl. 774-213-0873 ac No):781-586-7704 439 State Rd. E-MAIL ADDRESS:]cbernier@EasternInsurance.com P.O. Box 79398 INSURERS AFFORDING COVERAGE NAIC# North Dartmouth MA 02747 INSURERAMerchants Insurance Group INSURED INSURER B Merchants Mutual Insurance Com 23329 Rons Excavating Inc. INSURER C: 81 Echo Road, Unit #1 INSURERD: INSURER E: Mashpee MA 02649 INSURERF: I COVERAGES CERTIFICATE NUMBER:CL1843005134 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER �IOLICY D /YEYri i MMLDD� LIMITS LTRIN X I COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE '$ 1,000,000 CLAIMS-MADE ❑X OCCUR A A RE A i I PREMISES(Ea occurrence) $ 100,000 J I CMP9148246 S/1/2018 5/1/2019 MEDEXP(Anyoneperson) I$ 5,000 J i I PERSONAL&ADV INJURY I$ 1,000,000 i I GEN'L AGGREGATE LIMIT APPLIES PER: i GENERAL AGGREGATE $ 2,000,000 i X I POLICY F]JEST J LOC I I I PRODUCTS-COMP/OP AGG $ 2,000,000 I I OTHER: i _ $ AUTOMOBILE LIABILITY I i COMBINED SINGLE LIMIT I$ Ea accident A HALL AUTO I i BODILY INJURY(Per person) $ 1,000,000 ALL OWNED SCHEDULED , AUTOS ;�AUTOS I MCA7013915 18/16/2017 8/16/2018 BODILY INJURY(Per accident) $ 1,000,000 �i HIRED AUTOS NON-OWNED I I i PROPERTY DAMAGE $ 1,000,000 AUTOS i i Per accident _ $ 5,000 Medical payments X UMBRELLA LIAB X !OCCUR 1 EACH OCCURRENCE Is 1,000,000 B EXCESS LIAB ;CLAIMS-MADE 1 i I AGGREGATE Is 1,000,000 DIED il X I RETENTION$ 10,000 ICUP9147746 5/1/2018 5/1/2019 Is LWORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN i I X STATUTE X ERH ZANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A ' E.L.EACH ACCIDENT Is 1,000,000 OFFICERIMEMBER EXCLUDED? B ,(Mandatory In NH) { WCA9094537 5/1/2018 5/1/2019 E.L.DISEASE-EA EMPLOYER$ 1,000,000 If es,describe under DESCRIPTION OF OPERATIONS below I i E.L.DISEASE-POLICY LIMIT 1$ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION catrina@kendallandwelch.co SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Kendall and Welch THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 108 PArker Rd ACCORDANCE WITH THE POLICY PROVISIONS. Osterville, MA AUTHORIZED REPRESENTATIVE Karen Bernier/KABJ ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) z en Rabesa MurrayandMacDcnald ( 2/2) 09/04/2018 03 : 01 : 30 PM -0400 I C�® GATE(MMIDDIYYYY) ��. CERTIFICATE OF LIABILITY INSURANCE 09/04/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS U PON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. i IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsoment(s). RODUCER UACT Gabriel DeSouza Murray&MacDonald Insurance Services,Inc. ONE ac No Ext: (508)540-2400 AIX No: (508)289-4111 550 MacArthur Blvd. ADDRESS: gabriel@riskadvice.com INSURER(S)S)AFFORDING COVERAGE NAIC# Bourne MA 02532 INSURERA: Kinsale Insurance Company NSURED INSURERS: Safety Indemnity 33618 Kendall&Welch Construction Inc INSURER C: PO Box 490 INSURER D: INSURER E: Osterville MA 02655 1 INSURERF: COVERAGES CERTIFICATE NUMBER: Master 18-19 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TR TYPE OF INSURANCE INSD WVD POLICYNUMBER PAM/DDIYYYY MMIDD/YYYY LIMITS X COMMERCIALGENERALLIABILITY WAR RRENCE $ 1,000,000 x CUUMSMADE DOCCUR PREMISES awrrence $ 100,000 MED EXP(Any oneperson) $ 1,000 A 0100052521-0 06/13/2018 06/13/2019 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE U MIT APPU ES PER: GENERAL AGGREGATE $ 2,000,000 POLICY Ej PRO- JECT LOC PRODUCTS-COMP/OPAGG $ 2.000,000 OTHER: Employee Benefits $ 1,000,000 AUTOMOBILELIABILIIY OMBIN 0 $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ BP OWNED X SCHEDULED 6207210 08/04/2018 08/04/2019 BODILY INJURY(Peracadent) $ AUTOSONLY AUTOS HIRED X NON-OWNED $ AUTOSONLY AUTOS ONLY Peracadent PIP-Basic $ 8,000 X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS UAB CLAIMS-MADE 0100052529-0 06/13/2018 06/13/2019 AGGREGATE $ 1,000,000 DELI I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN STATUTE I I ER ANY PRO PRIETORIPARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED (Mandatory In NH) E.L.DISEASE-FA EMPLOYEE $ Ifyyes describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached Ifmore space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN CART ACCORDANCE WITH THE POLICY PROVISIONS. 158 Parker Road AUTHORIZED REPRESENTATIVE G` Osterville MA 02655 f. 'TAP ©1988-2015 ACORD CORPORATION. All rights reserved. CORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Type: Supplement Card KENDALL&WELCH CONSTRUCTION Registration: 128405 P.O.BOX 490 l Expiration: 04/05/2019 OSTERVILLE,MA 02655 i CA 1 0 ZObI.05l11 Update Address and return card. Mark reason for change. Renewstl C7 Fmpntent O LostCard ... _ °~ Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR '-' - Registration valid for Individual use only 1; 9 r: _ tom::, TYPE:SuoolementCard Registration Ex iration before the expiration date. It found return to: p Office of Consumer Affairs and Business Regulation 128405 04/05/2019 10 Park Plaza-Suite 5170 9 QNDALL&WELCH CONSTRUCTION Boston,MA 02116 RONALD WELCH 54 KOMPASS DR. FALMOUTH,MA 02536 Undersecreta Not valid without signature IVM l� F€ Office of Consumer Affairs and Business Regulation 10 Party; Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Type: Partnership KENDALL&WELCH CONSTRUCTION Registration: 128405 P.O.BOX 490 Expiration: 04/05/2019 OSTERVILLE,MA 02655 CA 1 L 20hA-Oul17 Update Address and return card. Mark reason for change. 'a ��r l�r.it(urniunru�/�r�^l�ir.;.;rrr�nJr//.; Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only f{ TYPE:Partnership before the expiration date. If found return to: •.g: Registration it to Office of Consumer Affairs and Business Regulation 128405 04/05/2019 10 Park Plaza-Suite 5170 KENDALL&WELCH CONSTRUCTION Boston,MA 02116 DAMON L KENDALL N.0 54 KOMPASS'DR. _ FALMOUTH,MA 02536 Undersecretary Not valid without signature i I • i i ®� Com'onwealth of Massachusetts " Division of Professional Licensure Board of Building-Regulations and'Standards Cons rvtiip rvisor cs-ossasa.- empires:07/1vzozo z 4 RONALD W WE LGH O 85 BRIGANTINE,DR r HATCHVILLE MAC 011536 Commissioner ' I F Generated by REScheck-Web Software CNJ/ Compliance Certificate i . Project Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 21%, Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 22 Sea View Ave Osterville, Ma 02655 ::Compliance: Passes using ILIA trade-off Compliance: 4.5%Better Than Code Maximum UA: 424 Your UA: 405 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. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,388 38.0 0.0 0.030 42 First Floor Wall Assembly:Wood Frame, 16"D.C. 1,665 30.0 0.0 0.049 61 Door: Solid Door(under 50%glazing) 61 0.410 25 Door: Glass Door(over 50%glazing) 163 0.270 44 Window: Wood Frame 202 0.270 55 Second Floor Wall:Wood Frame, 16"D.C. 1,222 21.0 0.0 0.057 55 Door: Solid Door(under 50%glazing) 19 0.410 8 Window: Wood Frame 236 0.270 64 Floor:All-Wood Joist/rruss 1,556, 30.0 0.0 0.033 51 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 780 CMR 51.00: Massa setts Residential Code, 9th Edition, Energy Efficiency requiremen check Version : REScheck-Web and to comply wit a andatory requ're ents listed in the REScheck Inspection c clist I .2 f/i Name-Title ignature Date Project Title: Report date: 11/28/18 Data filename: Page 1 of10 i REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Requirements: 90.0% 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 Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 (documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the (p� :building envelope.Thermal ❑Not Observable ; ;envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 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 (dwelling units must demonstrate ;compliance with the IECC ; ;Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based ; Btu/hr ; Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable 110 Manual J or other methods Btu/hr Btu/hr approved by the code official. ; ❑Not Applicable ; 103.1 ;Solar-Ready Roof: New detached ❑Complies [PR4]1 ;one-and two-family dwellings, ❑Does Not ;and multiple single-family 'dwellings(townhouses)with >_ ❑Not Observable 600 ft2 (55.74 m2) of roof area ❑Not Applicable :oriented between 110 degrees :and 270 degrees of true north ; ;comply with sections AU103.2 ; :through AU103.8 (RB103.2 ;through R13103.8). Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Report date: 11/28/18 Data filename: Page 2 of10 f Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 3%1.1 AP covering is installed to ;❑Complies :Exception: Requirement is not applicable. [F011]2 protect exposed exterior insulation :❑Does Not i and extends a minimum of 6 in, below 10) ❑Not Observable grade. ;❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies {Exception: Requirement is not applicable. [FO12]2 installed. UDoes Not t ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 11/28/18 Data filename: Page 3 of10 i Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance ❑Does Not ® ;with the NFRC test procedure or ❑Not Observable ' ;taken from the default table. _ ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not table for values. 402.3.3, 402.5 UNot Observable [FR2]1 ;❑Not Applicable , 402.1.1, ;Glazing SHGC value(area- SHGC: SHGC: ;❑Complies ;See the Envelope Assemblies 402.3.2, 'weighted average). ! :❑Does Not ;table for values. 402.3.3, ; 402.5 I ;❑Not Observable [FR3]1 ;❑Not Applicable , 402.1.1, 'Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. (FR1]1 ® ;❑Not Observable ; ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's ❑Does Not !instructions. ❑Not Observable ' ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 Hs listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable !or has infiltration rates per NFRC ,400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [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 ;Exception: Ducts located [FR12]1 I insulated >= R-8 where duct is ❑Does Not :completely inside the ® ;>= 3 inches in diameter and >_ ❑Not Observable 1 building envelope. R-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 Ifor< 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ;.Requirement will be met. [FR17]2 above 105 QF or chilled fluids ! ;❑Does Not below 55 QF are insulated to>_R- �j 3. '❑Not Observable ❑Not Applicable 403.4.1 Trotection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 11/28/18 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 >_R-3. ❑Does Not :[-]Not Observable ' ❑Not Applicable 403.6 Each dwelling unit of a residential ❑Complies :Requirement will be met. [FR19]2 building provided with ❑Does Not continuously operating exhaust, supply or balanced mechanical ❑Not Observable ventilation that has been site ❑Not Applicable verified to meet a minimum airflow per Section N1103.6. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 11/28/18 Data filename: Page 5 of10 Section Plans Verified JField Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 JAII installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not J provided. ❑Not Observable ❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies !Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not I j []Not Observable ; ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies 'Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the (� :underside of the subfloor, or floor ❑Not Observable ; iframing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing, or continuous ; insulation is installed on the :underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing members. 402.1.1, 'Mall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not 1 table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass ;-]Not Observable [IN3]1 ;exterior,the exterior insulation 0 requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ❑ Wood ;❑Does Not i table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable fl j :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 11/28/18 Data filename: Page 6 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. ❑Does Not [1`I2]1 ;Blown insulation marked every 1300 ftz. (:)Not Observable ; ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ;Requirement will be met. (FI18]3 mechanical and water heating ❑Does Not systems have been provided. ; []Not Observable , ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies ;Requirement will be met. [F[7]2 ❑Does Not ❑Not Observable ❑Not Applicable 402.1.1, ;Ceiling insulation R-value. I R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ;❑ Steel ❑ Steel ' 402.2.E ;❑Not Observable (1`I1]1 UNot Applicable , ; 402.2.3 Vented attics with air permeable ❑Complies :,Exception: Requirement is [FI22]2 insulation include baffle adjacent ❑Does Not :not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable []Not Applicable j 402.2.4 ;Attic access hatch and door ; R- ; R- :[]Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the ;❑Does Not ;adjacent assembly. 1,❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 lach in Climate Zones 1-2,and :❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ; I ;❑Not Applicable 403.1.1 Programmable thermostats ❑Complies :Requirement will be met. [Flg]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 ;Exception: Requirement is [FI1012 on heat pumps. []Does Not :not applicable. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [FI26]2 through one-or two-pipe heating []Does Not ;not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable ; temperature. 403.3.2.1 ;Air handler leakage designated ❑Complies :Requirement will be met. [FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 11/28/18 Data filename: Page 7 of10 i Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies. Comments/Assumptions & Req.ID 403.3.3 !Ducts are pressure tested to cfm/100 cfm/100 I❑Complies ;Exception:All ducts and air [F12711 ;determine air leakage with ; ft2 ft2 ;❑Does Not handlers are located within ;either: Rough-in test:Total ;❑Not Observable conditioned space. leakage measured with a ; pressure differential of 0.1 inch ;❑Not Applicable 1w.9.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 Iw.g.across the entire system 1 ;including the manufacturer's air ;handler enclosure. Post- construction or rough-in testing I ;and verification done by a HERS Rater, HERS Rating Field Inspector, or an applicable BPI (Certified Professional. , 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies I Exception: All ducts and air [FI4]1 (cfm/100 ft2 across the system or ft2 ft2 :❑Does Not handlers are located within <=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa. For rough-in ; :❑Not Observable ; tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.5.1 Circulating service hot water ❑Complies ;Exception: Requirement is [FI11]2 systems have automatic or ❑Does Not :not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1.1 Heated water circulation systems ❑Complies :Exception: Requirement is [FI28]2 have a circulation pump.The ❑Does Not :not applicable. 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 !Exception: Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Not !not applicable. 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 ;Exception: Requirement is [F130]2 have recirculation pumps that ❑Does Not :not applicable. 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 j water piping to 1049F. 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 11/28/18 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.5.4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. 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. 403.6.1 All mechanical ventilation system ❑Complies Exception: Requirement is [FI25]2 fans not part of tested and listed ❑Does Not :not applicable. HVAC equipment meet efficacy and air flow limits. ❑Not Observable , []Not Applicable 403.6.2 Installed performance of the ❑Complies ;Requirement will be met. [FI32]3 mechanical ventilation system ❑Does Not tested and verified by a HERS Rater, HERS Rating Field [-]Not Observable Inspector,or an applicable BPI []Not Applicable Certified Professional, and measured using a flow hood,flow ; grid, or other airflow measuring device in accordance with either , RESNET Standard Chapter 8 or ACCA Standard 5. ; 403.6.3 Ventilation devices and ❑Complies ;Exception: Requirement [FI33]3 equipment are tested and ❑Does Not does not apply. certified by Air Movement and Control Association ("AMCA")or ❑Not Observable Home Ventilating Institute ❑Not Applicable ; ("HVI")and the certification label is afixed to product.Where multiple duct sizes and/or exterior hoods are standard options,the minimum size shall not be used. I 403.6.4 Sound ratings for fans used for ❑Complies 'Exception: HVAC air [FI34]3 whole building ventilation are ❑Does Not :handlers and remote- rated at a maximum of one sone. :mounted fans need not meet ❑Not Observable ;sound requirements.There ❑Not Applicable ;shall be at least four feet of ductwork between the ;remote-mounted fan and :intake grille. 403.6.5 Owner and the occupant of the ❑Complies :Requirement will be met. [FI35]3 dwelling unit provided with ❑Does Not information on the ventilation design and systems installed, ❑Not Observable including instructions on the ❑Not Applicable proper operation and maintenance of the ventilation systems.Ventilation controls ; shall be labeled with regard to their function. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 11/28/18 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.6 All ventilation air inlets are ❑Complies [F[36]3 unobstructed and located a ❑Does Not minimum of 10 feet from other vent openings that constitute ❑Not Observable known contamination sources. ❑Not Applicable Outdoor forced air inlets are covered with rodent screens..A whole house mechanical ventilation system does not extract air from an unconditioned basement unless approved by a registered design professional. Where wall inlet or exhaust vents are< 7 feet above finished grade in the area of the venting an identification plate is permanently mounted to the exterior of the building at a >= 8 feet above grade directly in line with the vent terminal. 404.1 ;75%of lamps in permanent ❑Complies ;Requirement will be met. [FI611 !fixtures or 75%of permanent ❑Does Not !fixtures have high efficacy lamps. ! j Does not apply to low-voltage f ❑Not Observable lighting. ❑Not Applicable ; 404.1.1 Fuel gas lighting systems have ❑Complies !Requirement will be met. [FI2313 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I I i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 11/28/18 Data filename: Page 10 of10 780 C M R 51 .00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 30.00 j Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.27 Door 0.27 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments i �tNE Town of Barnstable Regulatory Services SA STAM, Richard V.Scali,Director EQMptA Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, �-�"�� a ,as Owner of the subject property hereby authorize t�ev�dc.Ll l lsh u"lcU to act on my behalf, w in all matters relative to work authorized by this building permit application for: a� 5�V'i e�A-v e_ 05-tecv�112 MA (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and acce ted. 4 Signature of Owner ature of Ap llc-40 Print Name Print N e I /2(s h )o t g Date i Northside Design Associates From: Logan, Erin <Erin.Logan@town.barnstable.ma.us> Sent: Wednesday,April 18, 2018 3:56 PM CTo: 'Laurie Young (lyoungovl@gmail.com)' Subject: 22 Sea View Avenue, Osterville, Map 162, Parcel 015 I h Laurie, Confirming our conversation of this afternoon,with regards to the captioned property,due to the extensive fire damage, you have advised that the homeowner may proceed with a full demolition without further commission review. I will mark my files accordingly. Best Regards, E.x zq Erin K Logan Administrative Assistant Town of Barnstable Planning&Development Department Old Kinb s highway Historic District Committee Barnstable historical Commission 200 Main Street,Hyannis,MA 02601 Phone 508.862.4787 erm-logan@town.barnstable.ma.us l I 1 Centerville-Osterville-Marstons Mills Water Department P.O.BOX 369-1.138 MAIN STREET OSTERVILLE,MASSACHUSETTS 02655 0 www.commwater.com OFFICE OF u WATER BOARD OF WATER COMMISSIONERS ER DEPT.�y WATER SUPERINTENDENT TEL.No.508428-6691 �bn5 FAX.No.508428-3508 VIA FAX November 19, 2018 Town of Barnstable Building Department 367 Main Street Hyannis, Ma 02601 Re: Acct# 79 i 22 Sea view Ave, Osterville Dear Mr. Perry: Please find this letter as notice of termination of the water service to the above residence. The owner plans to rebuild and service will be restored at the appropriate time. Should you have any question please call. Sincere,y' ince ely, 'e& Glenn Snell Asst. Superintendent GES/bf 11/07/2018 WED 11.' 06 FAX 781 441 8765 16001/001 I EV E RS=U RCE W sMo�Ma8aechusen9 02080 ENERGY November 7, 2018 Jerry Hegarty 21 Oak Ln Osterville, MA 02655 RE: 22 Seaview Ave, Osterville, MA 02655 Dear Jerry Hegarty: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of 11/7/18, the electric service to 22 Seaview Ave, Osterville, MA 02665, has been removed. Based on this information, there Is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at (888) 633-3797. Iy, ~- Wa da Pimentel Electric Services Support Center i I i natl®nalg rid November 13,2018 Jerry&Lauri Hegarty 22 Seaview Ave Ostcrvillc,MA 02655 To Whom It May Concern: RE: 22 Seaview St., Osterville,MA This letter is to confirm that there is no live gas service to the above property. can be reached directly at 508-760-7439 should there be any further questions. Sincerely, C M"Ivv ._ Ellen Whelan Gas Connections Rep National Grid 127 Whites Path S.Yarmouth,MA 02664 (T)508-760-7439 r rHISCERTIFICATE CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 02/09/2018 IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS E DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES IS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED ATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. APORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to Lie terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the ertificate holder in lieu of such endorsement(s). ACT P DUCER 10083_002 NAMNEE: 10083 10083/2 wling&O'Neil Ins Agcy a7c°.No.Imo: (508)775-1620 W.No.: 9 3lyannough Road EMAIL cimaii@doins.com annis,MA 02601 ADDR SS: INSURER G COVERAGE NAIC III su • A.I.M.Mutual Insurance Company 33758 IN RED INSURER B: D tail Siding Inc .INSURER C 5i Wolley Road INSURER annis, MA 02601 INSURER E: INSURER E.:. VERAGES CERTIFICATE NUMBER: _ REVISION NUMBER: HIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD DICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, XCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.P IN TYPE OF INSURANCE '11�sR�vB� POLICY NUMBER fPAMIDDNYY MM/DDmYY LIMITS L GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ PREMISES Ea occurrence CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL 8 ADV INJURY $ GENERAL AGGREGATE $ rEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ OLICY ECOT• OC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident AUTOS AUTOS ( ) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS MADE AGGREGATE $ IPDD�E DRII f7RETENTION $ $ pMO ApIQN X TOLAOT OR /N B�MECUTIVE Y E.L.EACH ACCIDENT $ 5 0 a lc MEE RR I( N] NIA VWC-100-6022850-2018A 1/26/2018 1/2512019 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ DESSCRePTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000,00 D SCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) RTIFICATE HOLDER CANCELLATION ndall 8 Welch Building&Remodeling P .Box 490 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE terville,MA 02655 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ORD 25(2010105) The ACORD name and logo are registered marks of ACOR,D I 0 0 ° tl ° tl ° tl ° D ° o ° Effective Date: November 29th, 2018 0 tl tl Western SuretyCompany ° LICENSE AND PERMIT BOND e KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 64434884 0 ° ° ° tl p Thatwe, Kendall and Welch Construction Co, Inc a of Osterville , State of Massachusetts as Principal, o and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of ° Massachusetts ,.as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , as Obligee, in the penal sum of Five Thousand and 00/100 DOLLARS($5,000.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed General Contractor Town of Barnstable by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until November 29th 2019 , unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thir� � ' ,�lays from the mailing of said notice, this bond shall ipso facto terminate and the Surety shy l .r up ,l heved from any liability for any acts or omissions of the Principal subsequent to said daKeR-:R §,,of,;Vhe number of years this bond shall continue in force, the number of claims made ago-n'siiis bo a` the number of premiums which shall be payable or paid, the Surety's total limit of lra �y shall not b0 emulative from year to year or period to period, and in no event shall the Surety's total h It ,,Q144axceed the amount set forth above. Any revision of the bond amount shall not be ° ° cur ul we. -@ se,$�\b ° Ca�® 6 tl ° '�1Odj��.�tl'a p 0 Dategil 1is46tt%v 29th day of November 2018 0 ° tl ° tl o Kendall and Welch Construction Co, Inc u p�1 Principal e tl / ° o o Principal ° WEST E SURETA COMPANY ° B ° I ° y ° o Paul T.B at,Vice President o o Form 532-12-2015 ° tl . ° tl ° tl ° tl © 0 ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 29th day of November 2018 before me,the undersigned officer, personally appeared Paul T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }44bbbbbbbbbbbbbbbb4b44b4} 8 M. BENT . S NOTARY PUBLIC SE— 8 M. 8 SOUTH DAKOTA a Notary Public—South Dakota }4bbbb44444bbbbbb4bbbb44} . My Commission Expires March 2, 2020 ACKNOWLEDGMENT OF PRINCIPAL STATE OF ss (Individual or Partners) COUNTY OF On this day of before me personally appeared known to me to be the individual_ described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public C� E U o w p�q 0 a w z 4-4 V] 0 p W a 0 vo w "o Western Surety Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That WESTERN SURETY COMPANY, a corporation organized and existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin, Wyoming, and the United States of America,does hereby make,constitute and appoint Paul T. Bruflat of Sioux Falls State of sn„th Dakota its regularly elected vice Presi d n as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed,the following bond: One General Contractor Town of Barnstable bond with bond number 64434884 for Kendall and Welch Construction Co, Inc as Principal in the penalty amount not to exceed: $ 5,000.00 Western Surety Company further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety Company duly adopted and now in force,to-wit: Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attomeys-in-Fact or agents who shall have authority to issue bonds,policies,or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds,policies,undertakings,Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Vice President with the corporate seal affixed this 29th day of November 2018 ATTEST WEST E N / URET COMPANY By L.Nelson,Assistant Secretary Paul T Bruflat,Vice President �`,s�eop�g�ga-esrer�dpe �, STATE OF SOUTH DAKOTA ;-'CZ P��`• COUNTY OF MINNEHAHA .....•.., ®oo. �IDN 4giOe On this 29th day of November 2018 before me,a Notary Public,personally appeared Paul T. Bruflat and L. 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Application Number.... -31 aY......................... MAS& ........... ......... 1639. 3UILDING DePT Permit Fee Other Fee........................ DEC 04 2018 Total Fee Paid......V.3..,3..o........................................ ...... TOWN OF BARPi�Wlf LERNSTAPL EPermit Approval by.... . On../.;)2-7.J/....... BUILDING PERMIT �5. ..... .... Map...... .. ...............Parcel.......0.)............................... APPLICATION Section I - Owner's Information and Project Location •Project Address Sea, V I 14V-le Village a's T4-f1kJ,-i I f� Owners Name ilerelVIIA nL � , Owners Legal Address 2 5 ec., t/-ie c4/ i City State K/a zip Owners Cell# 5Pd`- ? 6iq 6F9 ? E-mail A&-tr I � -;) Section 2 -Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet 0 ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 -Type of Permit F-1 New Construction ❑ Move/Relocate [:] Accessory Structure F] Change of use Demo/(entire structure) El Finish Basement El Family/Amnesty El Fire Alarm Rebuild ❑ Deck Apartment El Sprinkler System ❑ Addition ❑ Retaining wall Fj . Solar El Renovation ❑ Pool El Insulation Other-Specify. Section 4 - Work Description 6? ell Tf,r -5-lTm� Twke, Last updated. 11/15/2018 Application Number.................................................... Section 5—Detail Cost of Proposed Construction JD o Square Footage of Project 2- Age of Structure Dig Safe Number d # Of Bedrooms Existing b Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist.❑ WFCM Checklist Design Section 6—Project Specifics UkWiring ❑ Oil Tank Storage Smoke Detectors Plumbing Gas ❑ Fire Suppression 'Heating System ❑ Masonry Chimney ❑Add/relocate bedroom I Water Supply Public Private Sewage Disposal ❑ Municipal ❑ On Site 7 Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: t(/t( I am using a crane ❑ Yes No T— Section 7—Flood Zone Flood Zone Designation ' Within or adjacent to a wetland, coastal bank? Yes ❑ No I , I Section 8—Zoning Information Zoning District — L Proposed Use Lot Area Sq. Ft. Total Frontage Percenta e of Lot Coverage r tag _ g g � ,�� #of Dwelling Units (on site) l Setbacks Front Yard Required Proposed -7J , Rear Yard Required I Proposed 0 Side Yard Required Proposed �-- �— Has this property had relief from the Zoning Board in the past? ❑ Yes No i Last updated: 11/15/2018 Application Number........................................... Section 9- Construction Supervisor Name_?PA tVe L-CL, Telephone Number S O?- Address 5 j`I "�I�� /' �City TCt'14 I'f State Zip Z> 2,5-?6 License Number�fS'r OFF g?'ILicense Type C 57 Expiration Date 0 Contractors Email /lc�,�l Gt/1d[ IC oCe# �6 S 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 documentatio�re * by 7-WCMR and the Town of Barnstable.Attach a copy of your license. Signatur / Date Section 10—Home Improvement Contractor Name 90n (/�/ �C Telephone Number 5"0 S 6 �� -2 Address Pf?/',I L� l` ity ®5"TYPju(e State Zip Registration Number Expiration Date !7 L� 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 require d the Town of Barnstable.Attach a copy of your H.I.C... Signatur Date 1�'��" 2� Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number 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 Barnstable. Signature Date APPLICANT SIGNATURE Signature Date Print Name IZw W6 Telephone Number .5 0�' E-mail permit to: _0.4 re)Oe, 0, kP_ A A � �an� ti e I G� ► �� Last updated: 11/15/2018 i Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ i i Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval j 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 updated: 11/152018 PROJECTS NAME: I ADDRESS: D�t PERMIT# PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX 13� SLOT C: q Data entered in MAPS program on: 4�aa�� BY: L . `r °` h q/wpfiles/forms/archive Insulation Certificate: 22 Seaview Ave Osterville Number and Street city Barnstable county Subdivision tot Number Permit Number Description of Installation ROOF Product Open cell foam Lot Number Thickness(inches). 10 Thermal Resistance (R-Value) 38 EXTERIOR WALLS Product_Open cell.foarn. - Lot Number Thickness(inches) 5.5 Thermal.Resistance(R-Value) 20 GARAGE CEILING Product Open cell foam Lot Number Thickness(inches). 8 Thermal Resistance(R-Value) 30 BASEMENT CE]UNG Product,Fiberglass Batts Lot Number Thickness(inches) 6 Thermal Resistance(R-Value). 30 Exposed foam in the attic is coated with ignition barrier paint DC315 Declaration hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards. Kendall and Welch Construction General Contractor(Builder) nso Number 06/25t2019 Signature and Title —Cape Cod Spray Foam LLC _ S-1.11878 Sub-Contractor(insulation Installer) se Number _manager: Ivan'Pauliuchenkat 06/25/2019 Signature and Tide I Town of Barnstable Building 8ARD18TAB1.E, 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 i - "AS& Posted Until Final Inspection Has Been Made: Permit i63a a�� Permit 111 �,� Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-18-3928 Applicant Name: KENDALL&WELCH CONSTRUCTION Approvals Date Issued: 12/27/2018 Current Use: Structure ' Permit Type: Building-Demolition Expiration Date: 06/27/2019 Foundation: P� Location: 22 SEA VIEW AVENUE,OSTERVILLE r y Map/Lot: 162-015 Zoning District: RF-1 Sheathing: Owner on Record: HEGARTY, LAURI Contractor Names e.`,KENDALL&WELCH Framing: 1 CONSTRUCTION Address: 22 SEA VIEW AVE 2 ' Contractor License: 128405 OSTERVILLE, MA 02655 I `� I Chimney: Description: demo exsiting home 1 Est. Project Cost: $ 10,000.00 i Insulation: Permit Fee: $ 125.00 Project Review Req: � Final �r Fee Paid: $ 125.00 Date: 12/27/2018 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. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open fo public inspection for the entire duration of the 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. Service: Minimum of Five Call Inspections Required for All Construction Work: ` 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 a NOV/19/2018/MON 03:29 PM COMM Water Dept FAX No, 5084283508 P, 002 CentervifUe-OstervfiUe-Marstons M Us Water Department P.O.BOX 369-1138 MAIN STREET OSTERVO,LE,A'tASSACHUSETTS 02655 www.commwater.com OFFICE OF u WATER �► BOARD OF WATER COlY M1SSrONERS DEPT. WATER SUPERINTENDENT TEL.No.508-428-6691 �oNs FAX.No.508428-3508 ViA,FAX November 19,2018 a � . Town of Barnstable Building Department 367 Main Street Hyannis, Ma 02601 Re: Acct#79 22 Sea view Ave, Osterville Dear Mr. Perry: Please find this letter as notice of termination of the water service to the above residence. The owner plans to rebuild and service will be restored at the appropriate time. Should you have any question please call. sincerely, Glenn Snell Asst. Superintendent GES/bf I FtHero� Printed On:3122/2019 Complaint Call Report . 22 SEA VIEW AVENUE, OSTERVILLE lE0 MPS• o Case# C-19-175 Case#: C-19-175 Address: 22 SEA VIEW AVENUE, Date: 3/19/2019 OSTERVILLE Owner Info: Property Info: HEGARTY, LAURI MBL: 22 SEA VIEW AVE 162-015 OSTERVILLE MA 02655 Owner Notified?: Complaint Details: Type of Complaint Classification of Complaint Method of Complaint Interior-Exterior Maintenance, Building Low Priority Phone Code, Complaint Summary: Property suffered fire damage and is open to the elements. Health received an RFS also. Action History: Action Taken Date Description Fee Inspector Close Case 3/21/2019 $0.00 lauzonj Inspector Assigned to Complaint: lauzonj Filed by: andersor Comments: Comment Date Commenter Comment 3/19/2019 andersor Status update required. 3/22/2019 lauzonj SITE INSPECTION 3/19/19. ONGOING CONSTRUCTION OF A NEW SINGLE FAMILY HOME. BUILDING IS SECURE. COMPLAINT TO BE CLOSED. Date: 3/22%2019 Town of Barnstable Town of Barnstable Fj"E Teti Building Department Services Brian Florence,CBO TO''NPj OF BARNSTAB KA � Building Commissioner LE wELEL as. 9�Dren 3�� 200 Main Street, Hyannis,MA 02601 r 1{8 0r T 16 www.town.barnstable.ma.us Office: 508-862-403 8 ,... Fax: 508-790-623 0 COMPLAINVIN UIRY REPORT ,``-�.STON Date: v ( Rec'd by: Complaint Name: Map/Parcel Acd D �� Location {'— Address: Originator Name: Street: Village: State: Zip: Telepho e: Complaint Description: t FOR OFFICE USE ONLY Inspector's Action/Comments Date: Inspector: Additional Info.Attached Q:forms:complaint Revised:08/16/17 REVISIONS BUILD/,vG E HEGARTY RESIDENCE jy�� A P 22 SEA VIEW AVENUE OSTERVILLE MA. D"�t-% 04 ;984,9NO. REVISION GATE IV u, lu LIST OF DRAWINGS PAGE# I SHEET# DESCRIPTION rn 'z - w z ozz x ZZ �..,,,�,.� �.y��o COVER SHEET: w lta,�%b�/`/I m l f w 4o ya.►_I C' PROJECT INFO.B DRAWINGS(NOIX a o o Z �� l� � a �'2ZG1G�fiG � 1 A_O FOUNDATION PLAN W w�¢ � ((tI{� .. � 2 A_1 1ST FLOOR PLAN a Lx7 F 1 E, -. �11'�1N111`��W�' j . r• f• • • O 3 A-2 2ND FLOOR PLAN F-m a Z w Z O W V r t Ib 4 A.3 ATTIC FLOOR PLAN TYPICAL NOTES w v F Z�' $ t r - ` 5 A_4 ELEVATIONS 1.PRCONDITIONS�PRIOR TO AND ALL DUSTING ONSTRLCTM a y z W O a 6 A_5 ELEVATIONS AND NUTIFT DESIGNER OF ANY DESCREPANaE9 ARDIOR O O w c�N w f°Z '�• CHANGES THAT MAT BE e1CaJNTEAED. U F-2In Z r IL 2 ] A_6 BUILDING SECTIONS 8 DETAIL O O w i F¢F 6 CL w W Z.CONTRACTOR SHALL NOTIFY DESIGNER. IF AT ANY TIM ©z u :L)3 u�0.0 THMOIGNOfr CPM5TRIXTIGJ ANY EXISTING CONDITIONS ARE 8 q_7 BUILDING SECTIONS Foam THAT MAY PREVENT THE SUCCESSFUL COPf'LETIOI OF ANT PORTION OF PROPOSED BUILDING.CONTRAC CIZ SHALL BUILDING SECTIONS ' 9 A.8 NOnFY DESIGNER OF SUCH Pmoft TO MAYJNG ANY ADJUSTrt 2NrS OR ALTERATIONS TO PROPOSED BUILDING AS • r PRESENTED IN FINAL CONSTRUCTION DOCMTENTS. 10 A-9 DETAILS 3.CONTRACTOR SHALL CONSTRUCT AND rIAIHTAM TEPfPORART NALLSf5HICRIG ETC.TO ILVNTAN/PROrECT EXISTING HOICE - - -- 11 A.10 DETAILS AND STRUCTURAL INTEGRITY OF EXISTING HOJSE. lY 4.CONTRACTOR SMALL SCHEDULE AND PROTECT FRO" 12 A.11 FRAMING TIE-DOWN DETAILS WEATHER ALL 005TMG HOUSE CO IPO7ENrs AND INTERIORS STRING CRES, CTYII AND CONSTRUCT CESS R T T 13 S-1 SUCH PROTECTIK105URE5 As WHAT BE NECFSSART TO ENSURE � tST FLOOR FRAMING PLAN SUCH PROTECTION. •' 14 S.2 5,STRUCTURAL ENGIREER/DE9N1gR TO PERFORM FRArU G 2ND FLOOR FRAMING PLAN INSPECTION WHEN FRArU G 15 CO'FLETE AND PRIOR TO ENCLOSURE BT INTERIOR WALL PLASTER BOWRD/FINI514. 15 S.3 ATTIC FLOOR FRAMING PLAN A0 16 S_4 ROOF FRAMING PLAN w w SMOKE DETECT RS REVIEWEDco A Z z LE BUILC'I G DEPT. DATE O Z A DESIGNER_ FIRE D- TWENT DATE BOTH SIG AT eES ARE REQUIRED FOR PERr-.71TTING 141 main street Los NORTHSIDE DESIGN ya_rmouthport MA 02675 ASSOCIATES phone:508.362.2210 Baxnstable Bldg Dept. fax:508.362.5269 northsidel@comeast.net Y�gd by www.northsidedesign.com App ��— 392� TITLE perncut#. COVER SHEET STRUCTURAL ENGINEER CIVIL ENGINEER BUILDER/CONTRACTOR down cape Taylor Design engineering,neeri nj� inc. CONTRACTOR TO PROVIDE FALL PREVENTION OR ALL WINDOYI /'� WITH 9ILL5 ABOVE TY ABOVE EVEN GRADE PER CODE.ALL Y 9 WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL LLC OF F CIVIL ENGINEERS/LAND SURVEYORS ASTMCOMlF20�`WINDOW T14E RE"OPENING DEVICES SWILL BE SERF ACTING PROTECT N: SHEET AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF 939 Main Street Yarmouth port,MA 02675 A 4•DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING 18-05 WHEN THE WINDOW OPENING LIMITING DEVICE IS INSTALLED IN ph.508.362-4541 ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIoN9. downcape@downcape.com DATE: 10/12/18 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16.O.C.UNLESS OTHERWISE NOTED. B C D Al Al A.8 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16-O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WNDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR - - - ASSUMES RESPONSIBILITY FOR ,' �� _ �' ANY MISSING OR INCORRECT r 1� w B SONOTUSE DIMENSIONS NOT BROUGHT TO FOOTING 20) THE ATTENTION OF THE BF FOR LUl,yl DESIGNER.ry D SuvFDRr ABOVE (TYP.) % '�' , i , ; II i 4 - 11-0 E DROP HALL FOR n BILrd TYPE C 11 BULKHEAD ______ _ 2.10 P.T. D 11 VERIFY W •^.r-,__?.r» 7 _ LEDGER W(2)1t' SLAB TO < s ti 4 Du.BOLTS•16' �' '1 NO. REVISION DATE GRADE Hr. r _ �` 1 = �. .it:i SS:i±Y�Ty^°'•,"'"..-.' f__..C»':i: "; -_ ,t y.,:r,;T`,i:a6_ijt;•r-. �� 1 1 �yY' L 0 COPYRIGHT f ,Aa4' _______________ _ __ __ ______________^�•'� 1 II NORTHSIDE HEREBY EXPRESSLY 1 RESERVES ITS COMMON LAW 24•CONBC. i ;, r, _ i I ql i 14 '-a4 COPYRIGHT. APRON 1 .t ;a I T" POCKET I THESE PLANS ARE NOT TO BE -- - -- - ----------------- -T ..------- --------=------------ ------ REPRODUCED.CHANGED OR Y` o .r LYL DBtOPPm , •ti-_.. xy ra_ '-' COPIED IN ANY FORM OR MANNER 1 r „ .,.y ,n,Wi a` ;-•� 1.'Sr%..:r:,,..::.�it7�. :1`n.' iS._ I •^r _________________ 'r "`� WHATSOEVER WITHOUT FIRST rr---------=- ------ --- y ---- -------- - ------------- -- �. 1 1 I ': , J b p DIA CONC. ��`=ici j OBTAINING THE EXPRESS WRITTEN T9 444426' IEFKDH WALL i ;=.I q • pPOCICET rFlLL1�dN O► �L7ET p bCp� p}FNON PERMISSION``� NORTHSIDE DES AND IGNCONSENT ASSOCIATES. W STD.BA9E PLATE I i I •ll COLUM4MD.CONIC. I , 42 -rf D1,L ANCHOR i i �wu.L 'fi ry p FGorING(rn•) '�C' WALL ON CONTINUO,� .:;•, BOUT TYP. 1 W ANCHOR BOLTS•3x• , 'J _ _ b5aa'•caNORETE I I D.C.MIN.r E7'BmMENT 5• 11 N Nri4s4 4'PLATE WASHER , s: b�tal0US p _q FOOTING. i ;� BUILDER: I 1 (TTP.) I ,.- cOWCRETE 1 1 I 1 A FaorING. 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I CONCRETE FHDN WALL ON , , ,y 1 I 1 e I I I 1 1 I I 1 1 CONTINUOUS 117540' I i CONCRETE FOOTING. ;� ' I I Lvl DESIGNER: 1 i_ , €-2� F r----- --� i' NORTHSEDE i i `_ 1 4 - i i4 _I__• _I 1 !_ "'-� DESIGN �;• 1 GARAGE SLAB i L_) 'T , I 1 1 I I I I I 1 1 I 1 = 1 ,_�4 ASSOCIATES DEEP CONTRACTION I € ■IIIIIIIII�R p N�■ ■ �� !■ ■ sa� ■ I I WALL 1 1 4•COW.SUB ON 10 MIL , wilii J01Nr cur WITH FJ1RL7 , xa 1 ■ I I' 1 1 I 1 I I I 1 :1 1 i s VAPOR RETARDER ENTRY SAW 1 v,; Hr.CHANGE , J ` , L , ` M 1 I 1 '• 1 ` 1 I I I 1 1 :1 ODTIN[r1VE RESIODlfIAIa COIN EADAL DESIGN BACKMLL WITH CLEAN 1 !w L_________� _-�-- __ ____- __-__ ___-_ ____.t I ✓ I 9a'DUI.CORRUGATED 165 MNN STREET'YARMMKPORT-MA 026T5 1 - , COMPACTED FILL I 1 = I PR61 SLAB k'PER FOOT I t y;`!^.:i:•:i-`i:.i:!:.=:r.5:. ' ` II �1-----x'" )1-9fYn-1(�J POCKET I ,, j WLVARaM STEEL 15091362-2230 (SM)362-9602 L DROPPE? 1 I BED, WGRAVEL NORTHSIDEDESIGN.COM (TTP) NORTHSIOEIDCOMCAST.NET I I BASEMENT SLAB 1 CENTER 4'CONC.SLAB ON 10 MIL 1 1 BSPIT WINDOW 4 f 1 i ' 1 ' -_ ° I VAPOR RETARDED '? 1 ' WINDOW FL. STRUCTURAL ENGINEER: TS 444x.2W DROP TOP OF FNDN I " 11 1 1 ' STD.B OL PLATE WALL Ir 0 GARAGE , (l I - ------ - _ '� BAQCFILL WITH LEAN 1 1 ABOVE(TYP.) TAYLOR I it2-Ml DIA,ANOIOR 1 DOOR OPENING, I $r 1 F `-�jr.. r _ COMPACTED FILL I , I BSOLTs TMP. 1 (TYP.) I' I I +, "1 ` 1 I `s I _-- _ _1__-- _-- ___-- 1 �xrER ESIGN LLC I �•. 1 :BSMT WINDOW j -• j 1 j 1 )`,`•ht:a, i;.:.r ..;, �a'..<..;°s^ F..,;Y: f"'!'r. . .a%;. I UNDER IST FL.WINDOW - I dG 1 uv InL ` ---I ---A+-'-------------- - ----------------- :ABOVE i --------- ------------------------------------------------- APRON ' I 11 1 - '^'' .ti.;a`S. 1 .r•�• _- ar...� �?� 'ati.+. '%�zr'.•i.`. ''•' _ ! R:3.-'r,T�'-'Ec�,_ _,.� .r.� � _ ---"- 1 AID P.T. ._ _____-___________________ y 1 1 LEDGER W(2)1<' IA.BOLTS•IG' 1 I I O,C.(TrP.) ,: (FL2)2112 P.T., I U Ji561 Im THICK x W-O•(MIN.) `I 1 i I I CONCRETE FNDN WALL ON, F I 1 CONTINUOU910Sa0' '-0 I CONCRETE FOOTING. _ (2FL B P.T., G4L•P.T. I IPOST ABOVE 1 s I �/ .i I 'Z' 1 �i! 1 I FOUNDATION NOTES I ENCE L --'-- -'----------------------'------'------------; I THICK i SEA VIEW AVENUE FNON WALL oN OSTERVILLE,MA. I I cwnNU01/3 10%aC I CONCRETE FOOTING.MAIN FOUNDATION WALES TO BE IW POURED CONCRETE I ` 1 W-3000 psi, W 2"5 BARS TOP It BOTTOM.FOUNDATION 6.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION I ------------�---- ----J I WALL TO BE ON 10'x20'STRIP FOOTING.PROVIDE 3I05 WALLS MAINTAIN 4'-0'MINIMUM COVER. 1 HORYL.BARS CONTINUOUS IN STRIP FOOTING W KEYWAY.ANC 7.PROVIDE W®STIFFENING PLATES AT BEARING POINTS OF I TITLE PROVIDE a5 VERTICAL DOWELS O.C. EXTENDED BOLTS • STEEL BEAMS(TTP.). ABODE TOP OF FOOTING.PROVIDE --------------- ------------ FOUNDATION MIN. 96'ANCHOR BOLTS '- 32'O.C. MAX, MIN.7'EMBEDMENT W 343�'PLATE STRUCTURAL WAS44ER. 6.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL PLAN N V1 2, ALL STRUCTURAL STEEL COLUMNS TO BE 35'CONCRETE q CONTRACTOR SHALL NOT SCALE DRAWINGS FOR FILLED LALLY COLUMNS UNLESS OTHERWISE NOTED, LALLY F%A�LE: /8 =1-0"COI.UI'1N5 TO DCTE?1D TO FOOTING BELOW. PROVIDE G46'x96• omErsIONS.ANT MssING, INCORRECT OR QUESTIONABLE B CCAP PLATE t T•TEND'" BASE PLATE LO 2Ni DMA.BOLTS• DIMB45IONS NOT BROUGHT TO THE ATTENTION OF THE A.7WELD ALL CONNECTIONS.COLUMNS FOOTINGS TO BEDESIGNER BECOME THE RESPONSIBILITY OF THE3G436'xl2' SQUARE CONCRETE W 3M BARS EACH WAY. Cs7NTRAGTOR" 4 8 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 10.GARAGE AND OTHER FILLED FOUNDATIONS. D7774 10•POURED CONCRETE WALL W 20 MI5 TOP AND BOTTOM 4.CONCRETE SLAB TO BE 4' POURED CONCRETE ON BARS. FORM FOUNDATIONON 105120'STRIP FOOTING. A.6 PROJECTM SHEET COMPACTED FILL, PROVIDE CONTRACTION JOINTS I' DEEP AT PROVIDE 2I US CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING.LAP TOP BARS TO MAIN WALL BARS. 18-05 e.O COLUMN LINES.CUT W'EARLY ENTRY'SAW. PROVIDE TRANSITION REINFORCING W 05 BARS SPACED• 121 FOUNDATION PLAN C 5.CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS O.C.VERTICALLY.PROVIDE%'x3 12'ANCHOR BOLTS Y 32' FOR CONSTRUCTION REQUIRED BY CODE(WINDOWS OR MECHANICAL) O. .MAX.MIN. EMBEDMENT W •x2l'A, PLATE WASHER. DATE: OF Issue Date: 10/12/2018 10/12/18 16 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 19-D.C.UNLESS OTHERWISE NOTED. Z ALL INTERIOR WALLS SHALL SEW16-0.C.UNLESS B C D OTHERWISE NOTED. Al A.7 A.8 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. OEM DECK 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.C40NMCTOR ---------- I ON. ------------ ASSUMES RESPONSIBILITY FOR 2R. 4__ • ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO Ct THE ATTENTION OF THE DESIGNER. DECK 2R.. L Sm 4-.,r OUTDOOR LK.0 rt -2� S14 BI TYPEr SCREENED Twcl S PORCH NO. REVISION DATE CL ,/-L n[___T_] CH. GUILT rt 0 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY >1 24 RESERVES ITS COWMN LAW BENCH COPYRIGHT. GAS F.P. THESE PLANS ARE NOT TO BE MOM-4,1NAL, GREAT ROOM DIMENSIONS TZ.D ;DN. I REPRODUCED.CHANGED OR :fig I VERTICAL VENT COPIED IN ANY FORM OR MANNER THROUGH cmrwrr % WHATSOEVER WITHOUT FIRST clOW OVERHEAD 2W-W Q, GARAGE POOR LAUNDRYINSOBTAINING THE EXPRESS WRnrEN PERMISSION AND CONSENT OF 3 4� RTHSIDE DESIGN ASSOCIATES. D Y^A NA, --- BREAKFAST BUILDER: . .............................. ....... ........ ................................ b 0---,-- T �. z 1 �•if PROVIDE LAYER 51W TYPE LAV. ')e FIlREC=6NB ENTIRE ENTRY CEILING 260 GARAGE 4 ING HALL KITCHEN GARAGE LINE OF Z. y DESIGNER: I%TORTHSIDE REF. - ------- rnrxatx- M 3M PAR BARN II DESIGN, 04 CLG WALK4N I415TkEll'YA)&lMHPM'�02675 CLOSET ------------- PR' BE FOYER W.I.C. FSTRUCTURAL ENGINEER: qllO OVE114EAD M.BAT� ABOVE TAYLOR GARAGE—wm up CZUNTER GARAGE rt I 24-WINET. L7 I&R. DESIGN LLC STAMP: 'o —LINE OF 2ND FLOOR TL ABOVE r. r. r. rL rt r. rt Ir POSTS TO, ALIGN SUPPORT WALL rPROJECT: COVERED PORCH TYPICAL NOTES [Ef HEGARTYFRI] ___w SO.NomC RESIDENCE TAPERED FV 2R. COLUMNS W,-------------------- PROPOSED C40NDITICNS PRIOR TO AND DURING CONSTRUCTION ------------I--------- I / TUSCAN STYLE CAP 22 SEA VIEW AVENUE I.CONTRACTOR SHALL SITE INSPECT ALL DUSTING VS. -J AND BASE.(TYP.) AND NOTIFY DESIGNER OF ANY DESCREPANCIE5 AND/OR —LINE OF 2ND FLOOR OSTERVILLE,MA_ CHANGES T14AT MAY BE ENCOUNTERED. ABOVE, ALIGN WPOSTS TO SUPPORT ALL lk El W—SNrNITFGLED BASE W/ 2.CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME TOP AN FLARED BASE THROUGHOUT CONSTRUCTION ANY EX15TING CONDITIONS ARE ------ (YYP-) TITLE FOUND THAT MAY PREVENT THE 5UCCE95FUL COMPLETIONON OF :ANY PORTION OF PROPOSED BUILDING.CONTRACTOR SHALLC NOTIFY DE-SIGNER OF SUC44 PRIOR To MAKING ANT -----------------ik�1_491 ADJUSTMENTS OR ALTERATIONS TO PROPOSED BUILDING AS 1ST FLOOR rt PRESENTED IN FINAL CONSTRUCTION DOCUMENTS. 3.CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY PLAN WALL5/SWORING,ETC.TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL INTEGRITY OF EXISTING HOUSE. A.7 SCALE:iw= 4.CONTRACTOR SHALL SCHEDULE AND PROTECT FROM CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS WEATHER ALL EXISTING HOUSE COMPONENTS AND INTERIORS WITH SILLS ABOVE 72*ABOVE FINISH GRACE PER CODE. ALL DURING CONSTRUCTION AND CONSTRUCT TEMPORARY WINDOWS SMALL HAVE FALL PREVENTION DEVICES AND SHALL STRUCTURES/ENCLOSURES AS MAY BE NECESSARY TO ENSURE COMPLY WITH THE REQUIREMENTS OF o_ SUCH PROTECTION. AST F2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING ANDSHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF S.STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING A 4'DIAMETER RIGID THROUGH THE WINDOW OPENING PROJECTM. SHEET INSPECTION WHEN FRAMING 15 COMPLETE AND PRIOR TO WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. ACCORDANCE WITHTHE MANUFACTURER'S INSTRUCTIONS. 1ST FLOOR PLAN FOR CONSTRUCTION 18-05 A.1 DATE: OF Issue Date: 10/12/2018 10/12/18 16 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE ac6 @ 16'O.C.UNLESS OTHERWISE NOTED. 2 ALL INTERIOR WALLS SHALL B C D OTHERWISEUNLESS NOTED. Al A.7 A-8 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS • PRIOR TO ORDERING WINDOWS. d.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT r------------ -----------�I I DIMENSIONS NOT BROUGHT TO I THE ATTENTION OF THE I I _ I I DESIGNER. 1 1 I I '-O• i - m'a• - SCREENED I PORUI I p ROOF o BEIDFI ' D . --------------------------------------------------- I rt ri. rL kIrROOF g' -5 r -5 rt eELe�l 4 d4 ' 1'144 7 i I NO. REVISION DATE 1 A M1 AC 1 TYtIN2 TWlaq a t I J - ORTHSIDE HEREBY EXPRESS LY RESERVES ITS COMMON LAW COPYRIGHT. T, THESE PLANS ARE NOT TO BE VANITY REPRODUCED.CHANGED OR COPIED IN ANY FORM OR • BATH#2 WHATSOEVER WITHOUT FINER BEDRM.#2 BEDRM_#4 OBTAINING THE EXPRESS WRrnl=N a J A e R7HSIDE DESIGN ASSOCIATE PERMISSION AND CONSENT OF NO S. LINE OF Ow CUPOLA ABWE—� • _ I BUILDER: 4.6 POST ON ---- = To STEEL Bri --\ I I � o \_ tr-11 ' 2lOO I DRYER -- --- - 1 CIDSETAFcloser 1 DESIGNER: WETBAR i NORTHSIDE UNFINISHED 1 HALL �� M1 DESIGN STORAGE $$$, ASSOCIATES I o CLOSET -_-- I - wNE W.AO CTEMM 6 COtdMERC14L OF96N ———— S :OPEN TO FAMILY ranitl g I • BaW INc « ROOM ` ti 14I SiNEET•Ya11AfOVfNp041.4U 02675 ps n -------�__----- FI 1 B0e136T-TT10 60FI 30980] ' i NOMMMOMEMM.COM I v NOtONSNE1pCOMGYT.NCT TUP 94 5 - I O ATTIC nc ' r�I ENGIN STRUCTUEER: An .� - RAL TAYLOR Ea. 1 � � --- wr. DESIGN LLC 4 CMANGE I ABOVE o ROOF STAMP: BEDRM.#3 D B9xaA o Y AIM I s= I R. _ I FL EXTERIOR E tuLLeELOH PROJECT: A wro € I __ ------ _�� -A --------------- - --------- --- '-c -o• e' __ HEGARTY rt RESIDENCE ►��y��Cj 22 SEA VIEW AVENUE a.n �17 OSTERVILLE,MA. J'�y am fo ---------------- J r2 ? ti 29' AR51 TITLE - 2ND FLOOR s c D PLAN A.7 A.7 A.8 SCALE:1/8"=1'-0' 0 1 2 4 8 Y-C 01� PROJECT M SHEET CUPOLA PLAN 2ND FLOOR PLAN FOR CONSTRUCTION 18 05 A.2 DATE: OF Issue Date: 10/12/2018 10/12/18 16 r GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL • BE W @ 16'O.C.UNLESS- -- OTHERWISE NOTED.. 2 ALL INTERIOR WALLS SHALL BE h4 Q 16-O.C.UNLESS OTHERWISE NOTED. If 13 C D A_7 A 7 A.8 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR `ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. c ------------ - -----------i. I 1 d tROOF t I BELOW I , I 1 I I I O + I a r------------ -----------------=--------------------- NO. REVISION DATE AA j\ B i 0 COPYRIGHT —3r T NORTHSIDE HEREBY EXPRESSLY ----------- THESE_____________ _____________________c.________ re 3 I RESERVES ITS COKMN LAW ____-_________ ________T : + - ----r- COPYRIGHT. THESE PLANS ARE NOT TO BE I I. REPRODUCED.CHANGED OR 1 I 1 COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST ROOFOBTAINING THE EXPRESS WRITTEN ROOF BELOW ', PERMISSION AND CONSENT OF BELOW EfEIDH ; /• \ '. I NORTHSIDE DESIGN ASSOCIATES. i I 1 A6i• ._i......_..._......._._._.._................_..._...._.�.._...._..._r.....-;...._ __.....,,_.._�..... _ _.._.._...__.,......... _,...._....._.....+ Q A.6 UILD 1 I I i I _.. "'�""' B ER: i 1 i I I 1 I I 1 o ; ArnC ACCESS I PANEL DESIGNER: NORTHSIDE 1 I i ' ' ® DESIGN I ON.14 ATTIC i AS$OC[4TES t I 1 I I 1 i I 1 INRNE NLVDEER1Al6 EOMNER[MI OESIGEI 1 -_____� : : I MMN STREET' NEORi'MAOS j ISI ISM SU-SIIO TAMtOVE1508)36I-9WI615 I I I I 1 I _ NOiITNEmE0C51GN.COM I BR 1 i I m ______ ______ . ____ I HOROIEI[IEl@WM[ATT NET I _- - i I I o STRUCTURAL ENGINEER: TAYLOR ----------------------- ------------------------, DESIGN LLC -------- --, I STAMP: i I + 1 I 1 1 I 1 o ROOF +, BELOW PROJECT:I CRICKET I I I I • I Arrul n• ; altin+ ` i HEG ARTY --- - - e'- - RESIDENCE ROOF i 22 SEA VIEW AVENUE BELOW OSTERVILLE.MA- ----------- ----------- 3'- TITLE: ATTIC FLOOR - s c PLAN A.7 A.7 SCALE:.118"=1'-0" D A.8 0 1 2 4 8 PROJECT#: SHEET ATTIC FLOOR PLAN FOR CONSTRUCTION 18-05 A.3 v 1 DATE: OF Issue Date: 10/12/2018 10/12/18 16 i 1.ALL EXTERIOR WALLS SHALL BE 2x6 ENERAL NOTES 16-D.C.UNLESS NOTED.OTHERWISE 2.ALL INTERIOR WALLS SHALL -11 'C 16-O.C.UNLESS nunuu\. Inuunun► .. - OTHERWISE NOTED. nnnuuuuu► 'IIII■' Iuuuuuuuuunut\ IIII■Ittl.la 11■.t.lal\ HA ll.1.1 . II■llllll■■Illlll.a1111■■■Illl► ALL WNDOW ROUGH OPENINGS PRIOR TO ORDERING -3:Li1♦ ./Ilul■11.■■1■Ill■.1.11■.tlallln. 4.CONTRACTOR SHALL VERIFY rip I■■■Itl.tautll■all■Iltaltln■nllll. V®1 Illntltllallll �lltllaltlttl\. /111aI11..f■I..1 nl■.I I'••■r'/I'n.at.l.al1l■1l1�rC.lolTl�■ll.ltt■l.Ylll■f.l1l lI■l.L1Il a7lhl1l.■■llt.al nI.t Ia.�.q.IiI I� I11■/l1t■n1■/ll1l1I1tl■■u■■I1.l■Iltl■l1a■.■l■lIllll■l.■t ■■ 11■l■u.1l1■ll1■■Iul■lal■tin l► ALL DIMENSIONS PRIOR TO 1.■II.I ■ Il■111nt■l.Ill■tll Itlltt11.1■■■IlCTO ■■ @1■.01■11■■ ll■ n11 J■■1■ItlllIN 11■1■1■l■11■\ ASSUMES RESPONSIBILITY FOR JIi CT ■r■thinIll ln ■■ - ■■ ANY MISSING OR INCORRECT of _ islassaistall/• � \ 1tamleemalssion lT To NJ .. �� _Illttltl' ll al.11ll ■Ilaltl■.. IIa1111■Iatl111lalalll._ •1■Inla.\ linuur 1:unuu■ .. mnu■■.. , THE ATTENTION OF THE Iilnuutuununanll :1�1iL�i'ilulu■Inan■t uiuuu v' uuuuuu Puuuunl. 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RESERVES ITS COMMON LAW COPYRIGHT. nuuunnum�nnu■uunununuuu■ounuwuulmum.uuuuuuuw BE mmnuunlnumnlnunuuuuuum■uununuuunuuwuluunvuw '.....�uuo�:ua....unu......._. uunnilillmnntunnu....__�....nulnuuTuinTuuuwnu..___v nuu.1.................................................................._......nnnu -liinnnnuul. __...1■ ■■ III III _... . .THESE PLANS ARE NOT ••- ■li II■Illrltlltntl.t.■■.Ian1111■Il.l........1 ■.u■If■■1Ia111.tllll.111a11■l■1■n■t11.I11i m ■ins, I lnt11.t. u1-'-•-•_�w :Ili Ia1P' '^'�.al'�•��•'�'111••�•^_^�.11■ Ialalllral■11■'�""'�'�^�•�'�"aalalllf■ e .uab-all I■n�ltl■ ml _ IRn. IIII 1115 Bill Ial Bill ■Il Illl ulllll.11lllt _ tulllit■ Il _ Lni Ill I..alll �.Q ■■ mu ... In1■ ' , gal sin fall �:1 1S1:1 unuuunMi all 0 "II11i g,... Ol tOl m n n n►a ■■ .■.. .■■ iiL u:� . � li •ll iiii til lei BM ■NE uiiii:u:agm 11=90111 o■uuual ■■ III „I Bit■It■■■ ■..■. 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IIIm1...11mL.an1■..11■IEEE. uunnauuuannununme. - � :u.aum■.nn■�ounu.nuu. 4. CONTRACTOR ....1..■taal.eml. I:.all■It..al.. ■allmenl.imme. ®®® Itla■m■Illl.enl LIL1■.a11.1■e.. unuunu■uar .■ Nuuunuuual. aim. amenl..e..aaaml L...Lln.na.... •Inn. n■eI■■tl■■1■mel■.I. ■■ 1■1■a.l.Yl.melt■1■■■t. .Il.■■I.1a. 1..ael.nt■■1■1.\mat. llan.a■I.1■e.11alllt. I A■.I.mlleal.. lll.1■..Ilnaaall..n.11 ANY MISSING OR INCORRECT 1■11■I...11,l.a■II■1■t.. Inn■n■■■Ial\. DIMENSIONS NOT BROUGHT TO I.I.....11ta.lall..al■Y li.it.mal Ile at III al.l. //Ilml. ~\•• f l.la.11le..el.l.aallll.11 ■ ne■alunaal.l■...lalef.>, Itl■■.m.YilYA lnn. \• THE ATTENTION OF THE - llmelm.flm.l.tfl■el...talla Inn.latl■Ell.■t..n..ln.l. i.mnl nl..■. \,I14 DESIGNER. Ilfaal■.ale■lann.l.11.nl. .1■la■a.Imll...I.ln..i.1/aa� nllae■1 le.lni., e.i■1.. ■1.-, 1■na■..allan�Ile..l■n'.\1■In ■...'II.■lalnn don...l■11...1.1E •In.•■•n'. .. Il1.issItl.'Inaa.f Volans'... .ill/l' ns..elel■..■1■I.ma.al..■.Itl..■■N/Yl1Gi1\na.,l.lat.■Illae.el■1.,■91.In.. 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NORTHSIDE :::I::.:......:�:t::::::1:::::: vu..munmm�unnt.■nmu.aal■■�Imnluhaul.uanu.nuunnl■uuuunan..uuuuuuvnnnuuuu. _ umenunuuunu..un.unuuuuu.um..uuu■unu■unu■uuu■lu umRESERVIES ITS COMMON LAW n■uml>anulzomu■uuu■■nnlnn.uuuunuu.umuln.ntnuluu - - - -- -uulnuuunmunmeuunuuunualunuuuunuul.umuuuunuul.lTHESE PLANS ARE NOT TO BE aauuu.uun.uuu■unu.■nnln.luu■■un■uuuunuuuluuun■um.0 uwu..u.wuuu■uun..nnuan.uu■un..u■nume.ntuuuuuauu.uuREPRODUCED.CHANGED OR rnmunn■mmuunnuauuuu■uu■uuuuuuumuuuu■uuuumemu iiuuiuuunvi iiniui - --_ - - ---- iuuiii■iniuinnniuiiiiniiifiunimiiiuuiivamen..aunmuw.numenuuunuuwouul.nu.unnu.uuu.uun.nun■ aammelalmemelaa .1■\men xmemelelmelaal meal.Is.lmlame\tl■l1.mel■Inmelalmetalalmaame.Imlme■\IaL\eml■Il.melanmt.laUmelamsulalmmmelllmenl/lmmmmlaalaal.mlaal C C a 111■i■■■li■1...1.1 .■ Inln.i Illn■InI■■■Ialr--"--'Inall[Ir_^_•___-1a1a.Iru.L.allla....MIME■nun■unn._nnauu••--••••-•-••••--••••-•-••••-•-lu,-uu llt..n.lnall aril Ilnnl.t Nl.11.11ma l.11l. 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BEAT?SRFS VARY 1 ENCASE STEEL]BEAM IN FIRE TITLE RATED SHEETROCK (� BUILDING SECTION &DETAIL I SCALE:1/8'.=1'-0° j CONNECTIONS PER AISC o1z a B �� -GARAGE : PROJECT#: 9EE2.5 BFLANGELTED TO lI �SCOALES OT OOSCALE L B M CONNECTION FOR CONSTRUCTION 18-05\� DATE: Issue Date: 10/12/2018 10/12/18 16 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL A BE 2a6 @ 16'O.C.UNLESS A OTHERWISE NOTED. 2.ALLINTERIOR WALLS SHALL BE 2a4 @ 16-O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO ! 1-Y a-x, \112 THE ATTENTION OF THE LYL) RI DESIGNER 1z t2, w 12 2.10 RAFTERS (2)2112 HER. , -- ms •Ia'O.C. TOPOFWTF_ — — — — _ — — Yyyyyyyvvyv. — — —.—.— .—.—.—.— o�RHER vuTg.— — •—•—.— —'—•—.— alb Cts..aoLSTs - — — — I —•— - -.IY�o�.—._. 24J� NO. REVISION DATE \ O COPYRIGHT GARAGE �`� ' STORAGE �` �© NORTHSIDE HEREBY EXPRESSLY 4 T1G PLYF'OOD RESERVES ITS COMMON LAW e v n 12 >�-F�RGWm C FS oe COPYRIGHT. ALIGN 4� AND NAILED(TYP-) / o ALIGN � THESE PLANS ARE NOT TO BE SOFFITS G�C.I•(TYPJ015T�9 � REPRODUCED,CHANGED OR 2tM FLOOR low COPIED IN ANY FORM OR MANNER 1- — — — — — — TDv of tATI .—_—.— — _ —-— —.— —•— — —.— —•— — — -— — — •—•—• WFUTSOEVER VNTHOUT FIRST OBTAINING THE F�RESS WRITTEN PERMISSION AND CONSENT OF (Dh lav, t1-11 0 0 o A NORTHSIDE DESIGN ASSOCIATES. JU A. BUILDER: r _ LA J 4 3RY LAV. HALL CLOSET COVERED PORCH BEYOND ```` W TAG j () �/y� 75GLUED AMD T FLOOR IaMIoorL —. `—C N?JLEED(TYP.) ( — — — RIdGE-x• — — — — — — — — t 2.6'COLLAR TIES DESIGNER: NORTHSIDE (�)I b RAFTERS LVL DROPPED E •w oc. DESIGN ISero m 2,12 FL JOISTS ` BASEMENT = t2 \112 ASSOCIATES ATTIC•k'o C n b'THICK V-b'� § (3)I-Yhihx'. It-x•TJ.1.FL. ouTNCTVE aFS10EN1Ul4t'S)MMEaOILL OEsa;N S4*DtA.COW. 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I 1 TITLE: BUILDING SECTIONS BASEMENT SCALE:1/8"=V-0" 0 1 2 4 8 S E C T I O N PROJECT#: SHEET C 18-05 A.7 R CONSTRUCTION DATE: OF Issue Date: 10/12/2018 10/12/18 16 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6®16'O.C.UNLESS OTHERWISE NOTED.. 2.ALL INTERIOR WALLS SHALL BE ZA @ 16"O.C.UNLESS OTHERWSE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY i ANY MISSING OR INCORRECT I DIMENSIONS NOT BROUGHT TO Ix I THE ATTENTION OF THE � I _ DESIGNER.Ix a ;2.12;RIDGE II -- NO. REVISION DATE IGHT FAMILY RM. HAIL BEDRM.#4 ORTHS OE HEREBY EXPRESSLY I � RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. I .. IMF aox BUILDER: I COVERED PORCH MASTER MASTER SCREENED ��yy T BEDRM. BEDRM. PORCH DESIGNER: NORTHSEDE I ® DESIGN 1 BASEMENT ASSOCIATES 1 1 DISTINCTIVE RESIDENML R COMMERCIAL DESIGN I I 141 MA111STREET•YARMOVTNPO0.T•MA0267S (5 0 3 )362-1210 (soe196xAem J NORT IVEDEDGN.COM NORTHUDE1000MCAST.NET STRUCTURAL ENGINEER: TAYLOR DESIGN LLC (H D SECTION I 1 JE yp t ARTY IDENCE 2 SEA VIEW AVENUE I OSTERVILLE,MA. I TITLE: BUILDING SECTIONS FIA�LE:1/8"=1'-0" 2 4 8 PROJECT#: SHEET FOR CONSTRUCTION 18-05 A"8 DATE: OF Issue Date: 10/12/2018 10/12/18 16 GENERALNOTES 1.ALL EXTERIOR WALLS SHALL BE 26 @ 16-O.C.UNLESS OTHERWISE NOTED. BITUMINOUS JOINT FILLER, 3-J�" CONIC. FILLED STEEL 2.ALL INTERIOR WALLS SHALL TOP OFF W/ FLEXIBLE JOINT LALLY COLUMN NOT TO BE 2x4@16"O.C.UNLESS 6 MIL POLY VAPOR BARRIER SEALANT "SIKAFLEX IA" oTHERWISE NOTED. SIDING: REF. ELEVATIONS EXCEED 10 KIPS LOADING IFY 2" CONCRETE DUST CAPA AND/OR 6' IN HEIGHT ALL WINDOW ROUONTRACTOR GH OPENINGS "TYVEK" HOU5EWRAP PRIOR TO ORDERING WINDOWS. )2'" CDX PLYWOOD �4° T4G PLYWOOD 5UBFLOOR_ GLUE BASE PLATE a.CONTRACTOR SHALL VERIFY CONCRETE FOOTING ALL DIMENSIONS PRIOR TO 4 NAIL TO JOISTS 36 x3 2xb @ I6" O.C. 6 xl2 DEEP AMESRESPONSIBILITYCONSTRUCTION.CONTRACTOR FOR 6 MIL POLY VAPOR 3 @ its REBARS ANY MISSING OR INCORRECT INSULATION PER CODE BARRIER CONT. BOTH WAY DIMENSIONS NOT BROUGHT TO THE II-Tra" T.J.I. FL. JOISTS @ 16" O,C, �_ DESIGNER.EITIONOFTHE DBL. 2x6 P.T. - v RIM JOIST OR DBL. PERIMETER /7" CDX P.T. PLYWOOD BOTTOM 6" MIN. I 10 I 1=1 I I=I I �_I I I=-III NO. REVISION DATE =1 I I i=m I I I=1 11=1 11=1 I i 1=11 =I i i-i_'I-ii 0 COPYRIGHT FILL 4 TAMP 5' OUT FOR —III—III—III III _I I-I I-1 I-I 1 I-I I-I I=11 11 I 1-I 11-1 I NORTHSIDE HEREBY EXPRESSLY MIN. I"/FT. SLOPE. PROVIDE I2" D. BED OF " •' II•, ' 2x6 P.T. SILL 1 I I I I I I I -III=III=III=III=III=III-III-III- I I-III= COPYRGHT. COMMON LAW —" —" —"-- THESE PLANS ARE NOT TO BE STONE WHERE NO GUTTERS :' 11' SILL SEALER e 2i-6N H REPRODUCED,CHANGED OR :I M °' YII COPIED I ANY FORM OR WHATSOE R WITHOUT FIRST ER 2 @ its REBARS i_Oy OBTAINING THE EXPRESS WRITTEN <�•} CONTINUOUS 4 AROUND NORPERMISIDE AND OF-SIGN OF THSIDE DESIGN ASSOCIATES. `r ALL OPENINGS '•;.-' LALLY COLUMN FOOTING DETAIL BUILDER: =I -I I I='III III' i I'I+=)t I=I` ° ° �16" ANCHOR BOLTS @ 32" U3 O.G.. MIN. 7" EMBEDMENT SCALE:%4'=1'0" W/ 3"x3"xY4" PLATE WASHER —III—III—I I I—I I I—III=I I I=I I I—I I I PROPOSED 11=1 11=1 I I=1 I =I i I=I I=III=i 1 -1 BASEMENT DESIGNER: NORTHSIDE 2'-0" GARAGE DOOR 10" CONCRETE I=1 I I=1 I I=11 4" CONCRETE SLAB DESIGN COORDINATE i "zl 1�"xY4 GALV. ASSOCIATES FOUNDATION WALL "I _WcW2.�1 W2 (I=III—III="' W 6x6 DIMENSION W/ DOOR ANGLE W./ #4 MERESIOENTULL&COMMERMOUGN '• •a'' TOP 6 2 SLAB LOCATION ANCHORS @ 3'-O" 241M NSlW-YA OVFHVO"T•M.AM675 —III=III—I I I�• 10 III—I I I O.G. MAX. ISwima 15W1D62.9SO2 2 @its REBARS ,1 1— I I—_II—I I N"nTxs1"E"EswN.coM CONTINUOUS 4 AROUND —III-I I —III 6 MIL. POLYETHYLENE 4" CONCRETE SLAB, NOfRNSUElBCOIAGASTl1ET ALL OPENINGS — VAPOR BARRIER 6 APRON, THICKEN TO —III—III—I I 8" @ DOOR OPENING PITCH TO DRAIN 2x4 KEYWAY =)I I=III=1 I II ; BITUMINOUS JOINT - kSTRRALLE�GlRTURAL EER: — I ° TU FILLER, TOP OFF 2 @ #5 REBARS, Wbx6 W2_WEW2.9 W/ FLEXIBLE JOINT CONT. @ PERIMETER TOP J5 OF SLAB tKLC �I SEALANT CARRY DAMPROOFING =IIIOVER TOP OF FOOTING ° G RADE 3 @ it5 REBARSv �� CONCRETE FOOTING: I=1 1= -�. 2x4 KEYWAY —, — m- 6" COMPACTED : 3 20"x20"x10" DEEP Al ` 3" 3° FILL (an COMPACT ARTY 2 @ #5 REBARS, ESIDENCE I I FILL CONT. 22 SEA VIEW AVENUE L —en OSTERVILLE,MA. 4 GARAGE APRON DETAIL TITLE: 2 TYPICAL SLAB / FNDN WALL & SILL DETAIL SCALE:%"=V-0" DETAILS SCALE. / (D"24 /4"=r o^ NOTE: 8 12 i i�1@8 ALL FOOTINGS SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED GRANULAR SOILS FREE PROJECT#: SHEET FOR CONSTRUCTION OF CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC �.� MATERIAL. NOTIFY DESIGNER IMMEDIATELY IF DIFFERENT 18-05 Issue Date: 10/12/2018 CONDITIONS ARE ENCOUNTERED DATE: OF 10/12/18 16 i GENERALNOTES 1.ALL EXTERIOR WALLS SHALL BE 2XS @ 16'O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL 51DING: SEE BE 2x4@ IS-D.C.UNLESS ELEVATIONS I OTHERWISE NOTED. "TYVEK" I J.CONTRACTOR SHALL VERIFY yyNOUSEW RAP I L WINDOW ROUGH OPENINGS RIOR TO ORDERING WINDOWS. rj13 GDX PLYWOOD 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR 2X6 @ I6° O.C. I ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT INSULATION PER I DIMENSIONS NOTOF THE HT TO THE ATTENTION OF THE CODE DESIGNER. 6 MIL POLY VAPOR BARRIER �2" G.W.B. NO. REVISION DATE 0 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY TYPICAL EXTERIOR WALL DETAIL RESERVES ITS COMMON LAW COPYRIGHT. SE NS ARE NOT TO BE J REPRODUCED,UCED, HANGED OR SCALE:%"=1'-O" COPIED IN ANY FORM OR MANNER WHATSOEVER WRHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. BUILDER: TYP. EXTERIOR -� WALL WHITE CEDAR SHINGLE 04 FLARED W/ DBL. DESIGNER: NORTHSIDE STARTER COURSE DESIGN ASSOCIATES "TYVEK" 14OUIS1,,ENRAP °ISTINCTNE RESIDENTIAL D COMME.W.ESIGN CONT. OVER /2u BENT 141 MAIN STREET•YARMOUTHPORT•MA OZ675 PLYWOOD LLJ IS08I362-221D 1501362a902 1 Q NORTHSIDEDESIGN.COM (V J NORTNSIDEI000MfASTMET *U- 2x P.T. BLOCKING, RAL ENGINEER: RIPPED AND BEVELLED TO CREATE FLARE OF O LC METAL FLASHING 3k4 54'"XI0" WATER /Y ?, TABLE 1z" CDX P.T. PLYWOOD BOTTOM 6° AL EGARTY ° RESIDENCE 22 SEA VIEW AVENUE tTYP. FNDN WALL:: _ ", OSTERVILLE,"MA. TITLE SHINGLE FLARE & DETAILS � WATER TABLE DETAIL V SCALE:%"=V-0" SCALE:3/4"=1'-0" CO 2 4 8 12 18 PROJECT#: SHEET FOR CONSTRUCTION 18-05 Al Issue Date. 10/12/2018 DATE: OF 10/12/18 '� GENERAL NOTES 1,ALL EXTERIOR WALLS SHALL FTER 0 16' BE 2x6 @ 16'O.C.UNLESS O.C. OTHERWISE NOTED. 2x6 DBL. TOP ` hb DBL. TOP 2.ALL INTERIOR WALLS SHALL pQ 5 0 EA. PLATE •i �'�``, PLATE OTHERWISE NOTED.LESS RAFTER IMP50N SP6 •� 1 (20 GA.) 1 , 3.CONTRACTOR SHALL VERIFY I COX SWEATWING SILL ALL WINDOW ROUGH OPENINGS PLATE TO TOP PLATE. ° TOP PLATE , .v PRIOR TO ORDERING WINDOWS. .� I SEE NAILING SCHEDULE 4.CONTRACTOR SHALL VERIFY V. 2. STUDS O 16'O.C. ALL DIMENSIONS PRIOR TO , I CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR I T ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO A RAFTER TO PLATE CONNECTION HEADER I DTHE ESIGN ELATION OF THE •i i DESIGNER. SCALE:N.T.S. sn, HDR UPLIFT i` �BDTTon PLATE STRAP I , JACK ` STUDS WINDOW SILL PLATE RIM JOIST BEAM AND :`• 12 GA.ANCHORS i. _ STRAP (TYP.) tii; NO. REVISION DATE DISTANCE - a 1 • k FLOOR JOISTS �' LSTA 0 EACH RAFTER i, 1 ``\ e 4) COPYRIGHT (2)2.6 P.T.SILL NORTHSIDE HEREBY EXPRESSLY �� 1I (2)2,6 P.T.SILL I ,,, PLATE RESERVES ITS COMMON LAW COPYRIGHT. RIDGE BEAM j1 ti PLATE THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR W DIA ,' a COPIED IN ANY FORM OR MANNER NOTE: j1 ANCHOR BOLTS : WHATSOEVER WITHOUT FIRST RIDGE STRAPS ARE NOT ��\ 9 36'O.C.MIN. . 11 IDGESTRAPS APS COLLAR 7'EMBEDMENT •a `�� OBTAINING THE EXPRESS WRITTEN TIES REQUIRED NOMINAL L OR W 3'x EMBEDMENT PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. 2.4 LUMBER ARE LOCATED PLATE WASHER - IN THE UPPER THIRD OF TWE ATTIC SPPACE AND MI ANCHOR BOLTS P 32'D.C. ATTACHED TO RAFTERS MIN 7' EMBEDMENT W BUILDER: USING(5)IOD NAILS• 3•x3'xY.' PLATE WASHER EACH END BRIDGE BAND STRAP STUDS AND HEADERS D SILL TO PLATE CONNECTION W/SHEATHING SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. DESIGNER: NORTHSIDE ® DESIGN ASSOCIATES JOINT DESCRIPTION NUMBER OF NUMBER OF "L SPACING OLAWC3IVE r,EsmE+mue t(ryu![aou°ESIcx COMMON NAILS BOX NAILS 141 6f4W S1R[R•TARN0111NYORE•btA02615 (W)362.2210 IS03)362-SSW ROOF FRAMING hVRT190E0EVGO.00M BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACW END Moll"I"ELpCCUCASTMEt RIM BOARD TO RAFTER(END NAILED 2-16d 3-16d EACH END WALL FRAMING STRUCTURAL ENGINEER: TOP PLATES AT INTER5ECT10NS(FACE NAILED) 4-16d 5-I6d AT JOINTS TAYLOR STUD TO STUD(FACE NAILED) 2-1Gd 2-16d 24.O.C. DESIGN LLC HEADER TO HEADER (FACE NAILED) I6d 16d 24'O.C.ALONG EDGES FLOOR FRAMING I/2' COX S14EATHI CONTINUOUS HEADER tM JOIST TO SILL, TOP PLATE OR GIRDER(70E NAILED) 4-ad 4-I0d PER JOIST P MULTIPLE OPENINGS ° o BLOCKING TO JOIST(TOE NAILED) 2-8d 2-I0d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK o 0 LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST 2)16d COMMON JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-I0d PER JOIST NAILS 6' O.G. BAND JOIST TO JOIST(END NAILED) 3-I6d 4-16d PER JOIST SIMPSON OE BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-I6d PER FOOT NAIL!!d COMMON EXTEND HEADER o HTT'• ROOF SHEATHING NAILS @ 3° O. . TO KING STUD WOOD STRUCTURAL PANELS ARTY NAIL TOP PLATE , IDENCE RAFTERS OR TRUSSES SPACED UP TO 16'O.C. ad 10d 6' EDGE/6' FIELD 2- 5/8' ANCHOR BOLTS TO EITM. OF HDR. RAFTERS OR TRUSSES SPACED OVER 16'O.C. 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GREATER THAN I' IOd IGd 6' EDGE/6' FIELD 18-05 A.11 FOR CONSTRUCTION DATE: OF Issue Date: 10/12/2018 10/12/18 16 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2XIS @ 16-O.C.UNLESS OTHERWISE NOTED. C 2.ALL INTERIOR WALLS SHALL Al BE 20 @ 16.O.C.UNLESS, OTHERWISE NOTED. _ D 3.CONTRACTOR SHALL VERIFY -- 6A P.T. A•B ALL WINDOW ROUGH OPENINGS B POST(T4[2) PRIOR TO ORDERING WINDOWS. A.7 'I 2) n 11 ,T., A A 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO NSTRUCTION.CONTRACTO 21 o P. .o _ ASSUMES RESPONSIBILITY FOR n '� k•o• ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE nDESIGNER. (210 P.T. Ik'olc. FLUSH to T. 11 LEDGER W(2)%• Du.BOLTS k• P.T.• POCKET OL. UP k'D.C. �VL I�OR PI ED NO. REVISION DATE I-Y4fl-x' ® COPYRIGHT F2Lu5MR �L DROPPED NORTHSIDE HEREBY EXPRESSLY POCKET RESERVES ITS COMMON LAW IN COPYRIGHT. THESE S ARE NOT TO Ci) -9:41f-x' �'��' �CONCR REPRODUCED,CHANGED OR LVL WEOPPm FILLED STEEL LALLY COLUM(TTP.) 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SCALE: AS NOTED TYPICAL LVL/GLULAM BOLTING/NAILING IF 7-74N j SCALE:Yzl'=1'-011 PROJECT#: SHEET FOR CONSTRUCTION 18-05 3.2 DATE: OF Issue Date: 10/12/2018 10/12/18 16 ' i o� GENERAL NOTES 1..ALL EXTERIOR WALLS SHALL BE 2z5 @ 1S-O.C.UNLESS OTHERWISE NOTED. D A B � 2.ALL INTERIOR WALLS SHALL BE 2x4®16.O.C.UNLESS B C OTHERWISE NOTED. A.7 Al 3.CONTRACTOR SHALL VERIFY AWWNDOW ROUGH OPENINGS. PRIOR TO ORDERING WINDOWS. �----1 �--- --- '�------� 4.CONTRACTOR SHALL VERIFY / I ALL DIMENSIONS PRIOR TO / I CONSTRUCTION.CONTRACTOR j ASSUMES RESPONSIBILITY FOR I ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO vq THE ATTENTION OF THE DESIGNER POST 11 I 11 1 fg7 T DN. UP/O/I, UPON: 2.b C1G. I„VL� - �.> + NO. REVISION DATE of = - � ® COPYRIGHT V\lI AL I NORTHSIDE HEREBY EXPRESSLY Iqq RESERVES ITS COMMON LAW A COPYRIGHT. S ARE NOT TO BE 4.6 PoST VL I T Iqq A,6 R ERODUSE ONED.CHANGED OR ON. — �Ii � 1 u� Iqq COPIED IN ANY FORM OR MANNER POE37 I lug WHATSOEVER WITHOUT FIRST �r———,� _ UPON. _J / ^(7)1-9�h.11= - ylb ct,G.1�15 OBTAINING THE EXPRESS WRITTEN VL �[��pp PERMISSION AND CONSENT OF ——— L F1USN �6.OL ;I� NORTHSIDE DESIGN ASSOCIATES. A�7 IL JOCSTS o. ---- �i ______ —______ BUILDER: II II I I I UPS \ r— === , POST WiOl1. \\ I 5 I I x� I 11-T6'TJ.I.ATTIC II-W T-.I.ATTIC j i 0� I O.C. O.C. / I It otl rDESIGNER: ® 11 NORTHSIDE I LL -- I-76' 11.• 1 I q DESIGN ------ —— I q �? I�� \ �� a ASSOCIATES L. q I (9)(—Y15rIl-T6' DI NCME USIDEWM L COMMMR WMGN PE PM I / nl I I 1 LVL fL1YJM i I Ia1 MNN SMUT•YAOUTHPORT-M M675 VL, ,/ I I (I 7 pO 506(5M)362"2210 ( )36MOM NORTNSIDEDESIGN.COM C _ NORT14SIDE149[DMCASi.NET ON. ON. I ` ws7 STRUCTURAL ENGINEER: ON. ON. TAY OR ATTIC FLOOR FRAMING PLAN /� (�)) x'. -T6• POST LLC l ``I LVL PLl19N SCALE:Ye"= 1'-O" T ` P'O5T i V UPON. UPON. CO3 MULTI 1 3/4°BEAMS HEGARTYRESIDENCE —�` 22 SEA VIEW AVENUE B C OSTERVILLE,MA. 2 PIECES 2 ROWS of.I6D NAILS 0 12'O.C. D • A.B TITLE i ATTIC FLOOR FRAMING PLAN 9 PIECE5 0 2 ROWS OF 1/2' DIAM BOLTS Y 12.O.C. SCALE: AS NOTED TYPICAL LVL/GLULAM BOLTING/NAILING SCALE:Y"=1'-O" PROJECT#; SHEET FOR CONSTRUCTION 18-05 S.3 DATE: of Issue Date: 10/12/2018 10/12/18 I 16 I ' i GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS D OTHERWISE NOTED. A.8 2.ALL INTERIOR WALLS SHALL BE 20 @ 16-O.C.UNLESS B C OTHERWISE NOTED. A.7 Al 3.CONTRACTOR SHALL VERIFY 6R6 P.T.POST ALL WINDOW ROUGH OPENINGS (TrP•) PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY blt2 RIDGE fill ALL DIMENSIONS PRIOR TO I CONSTRUCTION.CONTRACTOR (3)I-9.411-T�• ` I (5)alz P.T.WADER, ASSUMES RESPONSIBILITY FOR VV HEADER 1'• ANY MISSING OR INCORRECT ON. LD ED ON. ON.T I 21b RAPTEx9• PORDROPPED CH DIMENSIONS NOT BROUGHT TO I li'O.C. THE ATTENTION OF THE _ m Fft;. 01sTs 011 DESIGNER. 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A.6 POST B I REPRODUCED,CHANGED OR YL II I I I I I I \ 1 III ON. \� Ij�p COPIED IN ANY FORM OR MANNER / WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN _ RIDGE STRAPS TO STEEL Elm. I �y'0 OF NORTHSIDE DESIGN ASSOCIATES. POST- OBL RAPIERS 6 / I Ib6'OsC- I <L . I� At--,--- /--y- \' ''� ON. '. eLawNcKAFTrERSi n (z) tt --- 1 I I f) \ ------ ------ - Pvsr\ i _ BUILDER: 1 POST ON. a7Paw WAL15 I k•o G OM.To 10R I _ 1 I ik•O _= — 41 - I'a 1 J I z)t-rhq-Y.•wL _ a 1 )I-lhll-w I I-J` L �€i I A ISM I 1 I — ?.6 COIA.AR 20.15 MAILER 10 46 o. I I o k•�Q15 DESIGNER: NORTHSIDE RAFTERS POST k — k'' '� �►v =------ I / 111 • 'D.C. ON, _ --T--= I DESIGN hb wo P.T.,? _ ,,.•� ��/� u•DRAFTERS bappmON. I nssoclArEs BEARING. - NII 1 III WALL �- ( I DORNCf1VFil E51DENTULL L COMME0.OIIL DESIGN / T I 141 MAIN STREET'YUMOUTHPORT•MA 02675 POST I: I I •k'O.G. DN. FLesl T (508)36b2210 (SOS)362-9602 c NORTHSIVEDESIGN.COM POST ON, &,POST ON. TO MDR. DN).TO NOR. TO MDR, NWITHSIDESOCOMCAS LNET (33 NF DER• 10. �j I D.41�I-ED I / I^ _ �' )2dD HEAVER, vL / / STRUCTURAL ENGINEER: DROPPED I 11 DROPPED ROOF FRAMING PLANS � � +,•�Fl;A;, A YLOR IN zr RAPTIIL4 r LLC m r k'o.C. SCALE:Ye"=1-OIL i P•T•Pasr :IMP.) - - e� a POST P T POST DN. ON.TO NOR. ON. OBL 2K6 STUD III(T.R.P.) HEADER 21 RA Fr LOAOPP VL P05T - k•O.C. Al MULTI 1 3/4"BEAMS DER DROPPED ARTY RESIDENCE z.e or- � zZOS ERV LLE,MADE B C •k. or- A.7 A.7 z.ID HIPS 2 PIECES f 2 ROWS OF ISD NAILS r 12'O.C. D a A.B LROOF E: FRAMING PLAN 3 PIECES - 2 ROWS OF 1/2'DIAM BOLTS r 12'O.C. I SCALE: I = � AS NOTED TYPICAL LVL/GLULAM BOLTING/NAILING CUPOLA ROOF FRAMING PLAN SCALE:Y2"=T-0" SCALE:Ye"=1'_0" PROJECT#: SHEET FOR CONSTRUCTION 18-05 SA DATE: OF Issue Date: 10/12/2018 10/12/18 16 SYSTEM DESIGN: SYSTEM STEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES ES �_ MARKED WITH MAGNETIC TAPE OR LEGEND COMPARABLE MEANS FOR FUTURE LOCATION. lJ PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) 1. DATUM IS NAVD 88 St. GARBAGE DISPOSER IS NOT ALLOWED Moin - 99 -- EXISTING CONTOUR -- ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE o� X 9�'1 EXIST. SPOT ELEV. EXISTING 6 BEDROOM DWELLING TOP FOUND. EL. 22.0 FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS EXISTING I �VeS �otie5 Fos EQst 21 .0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 20.0' 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. may. rBo -[99)-- PROPOSED CONTOUR PROPOSED 8 BEDROOM DWELLING �� 'o��o ��d Bay DESIGN FLOW: 8 BEDROOMS Q 110 GPD 880 GPD NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 9` THICKNESS REQUIRED TO BE AASHO H-ID I-- •�" PRECAST N=tO BLOCKS OR � -- C98.4] PROPOSED SPOT EL. RISERS (TYP.) PRECAST RISERS TH1 USE A 880 GPD DESIGN FLOW 2'0 4"OSCH40 PVC MORTAR ALL s" SUMP PIPES LEVEL 1ST 2' �2 5 COMPONENTS H 20 5- PIPE JOINTS TO BE MADE WATERTIGHT. �` O 12" MIN. INT. DIM. ( ) INV'S EL. 16.2 3.5' �I TEST HOLE _ 76 * ENDS NP' SIDES 17,2 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH °I ornorJ SEPTIC TANK: 880 GPD (2) 1 0 17.5' L% SLOPE OF GROUND C '.x 16.96 TEE 2000 GAL H-20 TEE _ L_j 10" 14 ^ ®0®0 0mmM --�®m® C po USE A 2000 GAL. SEPTIC TANK (F1.2 sEPT!c TANK 16.71 310 CMR 15.000 (TITLE 5.) ! '°°�°Q°t)°o°o° WATERTEST D'BOX o >00000000 � MC QM1!®1 CO®�O ®®��®�®®OO� Ig00000ga I a �d Locus 4' LIQ. LEVEL Q 0� ®� 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT cns BAFFLE ... °°°°°,°°°- FOR LEVELNESS N ,°°°°°°°° L J IS ® ® C�® ��O�LIC� °°°°°°°° UTILITY POLE ACME OR EQUAL °o°o°o°o CDCO®0Q®��'� O�a000®0®®� .°°°°°°°° TO BE USED FOR LOT LINE STAKING OR ANY OTHER LEACHING: °°°°°°°° °°°°°°°° PURPOSE. i FIRE HYDRANT - 16.57 16.40 >°O°O°°°° °°°°°°°o 14.2' J �c ti o = 1 GPD �✓ Y 1 2 .74 25 y! 73 + 1 .83 SI DES: 2 °• ( �---- ° ° ° ° °'° °'° ° o °'o 0 0 0 0 0 ° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. �� NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING °00000000000000000000000000000o000�00000°0000 BOTTOM: 73 x 11.83 (_74�= 639 GPD °° ° ° ° ° ° °- 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-ZO 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. Pie (8) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED �! ALL AROUND PRECAST STRUCTURES Sea 7�7anClre TOTAL: 1202 S.F. 890 GPD � 6" CRUSHED STONE OR MECHANICAL WITHOUT INSPECTION BY BOARD OF HEALTH AND Nantucket j( OVERALL DIMENSIONS TO OUTSIDE OF STONE: 73.00' X 11.83' PERMISSION OBTAINED FROM BOARD OF HEALTH. !� COMPACTION. (15.221 [23) Sound *THE INSTALLER SHALL VERIFY THE USE (8) 500 GAL. H-20 LEACHING CHAMBERS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL (ACME OR EQUAL) WITH 3.5' STONE SIDES 2.5' ENDS. DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP ELEVATIONS PRIOR TO INSTALLING ANY 9.0' BOTTOM TH-1 PRIOR TO COMMENCEMENT OF WORK. PORTION OF SEPTIC SYSTEM ( 2'S% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND 11. ANY. UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000'f `a~ZD LEACHING REMOVED BENEATH AND 5' AROUND THE PROPOSED FOUNDATION 14 LEACHING FACILITY. 15' SEPTIC TANK � D' BOX 22' � ASSESSORS MAP 162 PARCEL 15 MA �� FACILITY APPROVED DATE BCARD OF HEALTH 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN FEMA FLOOD ZONE X REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. (AREA OF MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001 CO776J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: RF-1 RESIDENTIAL DISTRICT MIN. LOT SIZE 87,120 S.F. MIN. LOT FRONTAGE 20' MIN LOT WIDTH 125' J MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' I � MIN. REAR SETBACK 15> MAX. BUILDING HEIGHT 30' SITE IS LOCATED WITHIN THE RESOURCE \ PROTECTION OVERLAY DISTRICT SITE IS LOCATED WITHIN THE AQUIFER j } k ( PROTECTION OVERLAY DISTRICT J _J ° OWNER OF RECORD \� StiFo �7 0 LA RI HEGARTY 00 22 SEA VIEW AVENUE 1g %' ` ` % ��_ OSTERVILLE, MA 02655 i' J �� LOT AREA TENNIS f P �� 28 35o s F REFERENCES COURT , CERT. 142368 oQ LCB120j LC PLAN 15502 FND LC PLAN 14389 Ar i v > �"� ✓f' ECK 'l j�� " PORCH EX tS i T�iG DWELLINIG DECK p ! `r' t, PORCH' S LCB FND I P z 1, / O \ l PROPOSED ( KEN) i11` `r 1 DWELLING \ EXISTING TOF 22.0ff s.i GARAGE <<) �1 TEST HOLE LOGS I 19 ZO Yl 13 \ \�4 CRAIG J. FERRARI, SE #13871 \7p0 ENGINEER: ._ \ ` DONALD DESMARAIS ✓� v RFS �o WITNESS: �R\F ° PRO "p 9 14 2018 DATE: / / _ _ 2 � o, 1zg1r 1 `1 r GA PERC. RATE _ < 2 MIN%INCH �00, ` w SLAB = i CLASS I - SOILS P# 15755 0' I (� >, Ill 4p ELEV. ELEV. co T, LE SITE PLAt'411 ELEV. ELEV. °. °. 3 OF 4 o> o„ ' j A A A A E° ; 2 2SEA �E /9 F LCB I LS LS LS LS �2 FND ROPOSED NEW 10YR 3/2 ,> 10YR 3/2 1OYR 3/3 1OYR 3/3 MA '� '.I \ WATER SERVICE OSTERVILLE - 12" 10" �� MA NTAIN 10' MIN. ( 10 9 �s ` SEhARATIO T B B B B SE TIC C PO NTS PREPARED FOR BENCHMARK: LS LS LS LS CEMENT BOUND 10YR 5/6 10YR 5/6 10YR 6/6 10YR 6/6 =20.6 NAVD88 30" 17.5 28" 17.7' 30" 17.5 30" 17.5 LCB FND JER"'EMIAH LA' 'r 'h I A ! - I DATE: SEPTEMBER 26, 2018 I C C C C PERc PERc Scale: 1"= 20' MS MS MS MS _ 0 10 20 - 30 40 50 FEET 10YR 7/6 10YR 7/6 10YR 7/4 10YR 7/4 off 508-362-4541 F�ss ��v fax 508-362-9880 o�� c DANIEL rGP� I downcape.com EL >, o COJALA N. A. 132" 9' 132" g ' 132 g 132 g �, OJALA �� d®Wfl cape engineefiftg inc CI\/II_ I .A No.40,^,30 � j 'I 4 No.46502 J� po � civil engineers 0 9 I NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 4 °'��c�sT �,`� � n�q z\,�Y° land surveyors I 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOLJTHPORT MA 02675 LICE # 18-08® 18-080 HEGARTY.DWG I