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0200 CAPES TRAIL
��� �.��s �� 1 a I � � e . . .. � , _., ,�,..4 z' ,_ _. •*�:,_v i ®0 W r } r , 4 O 005(o � aid CONSTRUCTION, Inc. PO Box 121,East Dennis,MA 02641 (508) 385-2805 • Fax (888) 900-9506 • Nordy@NordysConstruction.com www.NordysConstruction.com 7/27/2020 Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 R 200-Capes Trail;West Ba�nstab e MMA 02668'—Pemiit,B=20=770'---.t To Whom it May Concern: This letter serves as certification that the sheathing for this project has been nailed properly on the roof and sidewalls. Sincerely, David 0. Nordbe g President CS-090682 BUILDING DEPT JUL 2 7 80 o TOWN OF BARNSTABLE BUILDING DEPT. Qj 's i ys• LOT AREA`\ 46,196±S.F. / / EXISTING / CONCRETE / FOUNDATION S°,/ / / TOP OF / ' FOUNDATION EL. 149.4 / NAVD88 / , r4O• / i i 106 / 0. G ' � O ' o o cO�'S T FOUNDATION PLOT PLAN DCE #19-193 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 200 CAPES TRAIL,WEST BARNSTABLE, MA SCALE : 1" = 50' DATE : 5-8-2020 PREPARED FOR: DEED BOOK 12077 PAGE 293 PAUL BOUCHER PLAN BOOK 544 PAGE 27 (LOT 5, CAPES TRAIL) HEREBY E SHOWN ON THIS PLAN ARE LOCATED U S Z ON THE N of SsgcG GROUND AS SHOWN HEREON. moo`' DANIEL off M:362-4541 p O A. taa 506362 80-98 c� downcape.com o o No.40980 owe cipe esliAee-mg,I'm o �P civil engineers 1 F SS o 0 land surveyors u -� 939 Mo/n Street (Rte 6A) ------------ ---------+ti4ra----- --- YARMOUMPORT MA 02675 DATE REG. LAND SURV OR Town of Barnstable Building : .eMWwet.e. Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept MASS Posted Until Final Inspection Has Been Made. Permit s�. peg 0.e39r` Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-20-770 Applicant Name: Nordys Construction Inc. Ap provals Date Issued: 03/30/2020 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 09/30/2020 Foundation: Residential Map/Lot: 088-008-006 Zoning District: RF Sheathing: Location: 200 CAPES TRAIL,WEST BARNSTABLE Contractor Name: DAVID O NORDBERG Framing: 1 Owner on Record: BOUCHER,PAUL J&JEAN M Contractor License: CS=090682 2 Address: 50 MIDDLE STREET UNIT 1 Est. Project Cost: $800,000.00 Chimney: BOSTON, MA 02127 Permit Fee: . $4,205.00 Description: BUILD A 4 BEDROOM,3.5 BATH,TWO CAR GARAGE HOME; Insulation: Fee Paid:: $4,205.00 Project Review Req: Date: 3/30/2020 Final: Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced—within six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: 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 work until the completion of the same. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building-and-Fire-Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Pers,ons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Cgs Building plans are to be available on site ` Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT p p y Final: D�1LD1N�D��7; —� � r AppUcelion Number.. .-C)...0.............. ................... MAR 10 201 T a^ UU T Permit F .. �� Other Fce........................ �. u„niVO ) ....... .�....................... �r'`�_ L FPaid....... .................................................... ...... B1`4194q total ee .... e -/e / ......on.....a,��o TOWN OF BARNSTABLE lF Permit,�pprovai by............ . . .... .... ......... . ... BUILDING PERMIT ,.. . APPLICATION Section 1 —Owner's Information and Project Location APR n 00 Project Address 200 Capes Trail Village West Barnstable Owners Name Paul J & Jean M Boucher Owners Legal Address 50 Middle Street, Unit 1 C� City Boston State MA Zip 02427 Owners Cell# 916-521-3577 E-mail pjboucher yahoo.com Section 2—Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ® Single I Two Family Dwelling Section 3—Type of Permit © New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4 -Work Description Build a 4 bedroom, 3.5 bath, two car garage home. T A.qt mdaw. i i/i inni R ApplicationNumber.................................................... Section 5—Detail Cost of Proposed Construction $800,000 Square Footage of Project 4,038 Age of Structure Dig Safe Number 20200505180 #Of Bedrooms Existing 0 Total#Of Bedrooms(proposed) 4 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑x Design Section 6—Project Specifics © Wiring ❑ Oil Tank Storage ❑x Smoke Detectors ® Plumbing [x] Gas ❑ Fire Suppression Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public © Private Sewage Disposal ❑ Municipal © On Site Historic District ❑ Hyannis Historic District Old Kings Highway Debris Disposal Facility: Yarmouth Transfer Station I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation X Within or adjacent to a wetland,coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District RF Proposed Use Residential Lot Area Sq.Ft. 46,196 Total Frontage 178.52 Percentage of Lot Coverage 5.1% #of Dwelling Units(on site) 1 Setbacks Front Yard Requirek 30 Proposed 186.6 Rear Yard Required 15 Proposed 20 Side Yard Required 15 Proposed 16 Has this property had relief from the Zoning Board in the past? ❑ Yes 0 No Last undated: 11115@018 ApplicationNumber........................................... Section 9=Construction Supervisor Name David O. Nordberg Telephone Number 508-737-9141 Address PO Box 660 .City South Yarmouth State MA p`g' License Number CS-090682 License Type Unrestricted Expiration Date 04/23/2020 Contractors Email Nordya-NordvsConstruction.Com Cell# 508-737-9141 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 prooedu =,specific inspections and documentation�*byd+�-C 0 CUR and the Town of Barnstable.Attach a copy of your license. Signature s Date 03/09/2020 Section 10—Home Improvement Contructor Name David O. Nordberg Telephone Number 508-737-9141 Address PO Box 660 City South Yarmouth State MA Zip 02664 Registration Number 144905 Expiration Date 11/18/2020 I understand my responsubilides under the rules and regulations for Home Improvement Contractors in accordance with 780 CUR the Massachusetts State Building Code. I understand the construction inspection procedrres,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your RLC... Signature Date 03/09/2020 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 procedure%specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature dop Date 03/09/2020 Print Name David O. Nordberg Telephone Number 508-737-9141 E-mail permit to: Nordv aC-Nordysconstruction.com T.ad,me wm-i i ii vfn7 9 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fue department for approval Section 13—Owner's Authorization as Owner of the subject property hereby authorize to act on my behalf, in all , matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name Last updated:l 1/15/2018 r Town of Barnstable Building Department Services sAMST"U• = Building Commissioner c Brian Florence,CBO BL.I� ��1G DcPT �� l• 'rev ss 200 Main Street,Hyannis,MA 02601 44AR • www.town.barnstable.ma.us rQ � ® �4z0 wN OF BA�Ofi� 30 Office: 508-862-403 8 � Property Owner Must Complete and Sign This Section If Using A Builder l ��avJL�ovG�e� , as Owner of the subject property hereb authorize �iO '� 7�°� ~ ` S C n tS °mybehalf, y v in all matters relative to work authorized by this building permit application for: 2 W CIA, es (Address of J ) **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 accepted. � i G t Signature Owner Signature of Applicant -3)AV,D Print Name Print Name �C Z°tb Date Q:FORW OWNERPERMISSIONPOOLS Rev:08/16/17 BUILUI��G D APT office of CcnsumerAffairs&Business Regulation "qR 1 1 HOME IMPROVEMENT CONTRACTOR 2OZQ TYPE Corporation Expiration TOWN OF B Realstration:• 144905 LE i 11/18/2020 gRNSTAe NORDY'S CONSTRUCTION,`INC. DAVID O.NORDBERG; 340 HOKUM ROCK ROAD EAST DENNIS,MA 02641 Undersecretary �r Commonwealth of Massachusetts Division of Professionall_icensure ®" Board of Building Regulations and Standards Constructori'Supervisor CS-090682 Ekpires;04123f2O20 DAVID O NORDBERG P.O.BOX 6601, SOUTH YARMOUTH-MA 02664, Commissioner ` Affidavit of Substantial Financial Interest 1, David O.Nordberg of East Dennis,MA , on oath depoftf}t state as follows: vvll D11V 1. 1 am an applicant for a building permit for the property located at G DFPT Map sa , Parcel s-s . The address of the property is MqR j I,�'nI 0 ?020 200 Capes Trail,West Barnstable,MA �OYVIv �F _ egRNsrAeCE 2. 1 have 0 % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within the last twelve months from today's date, which is 03/09/2020 , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address Paul J Boucher 50 Middle Street,Unit 1,Boston,MA 02127 M Jean Boucher 50 Middle Street,Unit 1,Boston,MA 02127 4. Within the last twelve months, from today's date, which is 03/09/2020 , 1 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address None 5. Within this calendar year, I have submitted 0 building permit applications for property in which I have a 1%or greater legal or equitable interest. 6. Within the last ten days, I have submitted 0 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1%legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this J_�day of , 207.0 d ACOREI CERTIFICATE OF LIABILITY INSURANCE DATE(MWDDNYYY) `� 1 03/10/2020 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 017 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)..nlust be endorsed. If SUBROGATION IS WAIVED, subject to the terns 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: Nark Sylvia MARK SYLVIA INSURANCE AGENCY LLC PHONE Y(528)957-2125 I ac No: ADDRESS: mar rnar C� Y k kS Iviainsurance.com ADDRESS: _ 771 MAIN ST _ INSURERS AFFORDING COVERAGE NAICq- OSTERVILLE MA 02655 INSURER A: AIM MUTUAL INS CO 33758 INSURED INSURER B: NORDYS CONSTRUCTION INC INSURERC: INSURER D:. P 0 BOX 660 INSURER E: SOUTH YARMOUTH MA 02664 INSURER F: COVERAGES CERTIFICATE NUMBER: 514045 _ REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN IS81JED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF'ANY CON-.TRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE F OLICIE.S DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPEOFINSURANCE ID POLICY NUMBER MMDWYY) MM/DDNYYY LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE DOCCUR PREMISES a occurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S POLICY0 ECOTT LOc PRODUCTS-COMP/OP AGG $ OTHER: _ $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY ALTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED N/A BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE N/A AGGREGATE $ DED I I RETENTION$ _ $ WORKERS COMPENSATION X I STATUTE. ERµ AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBEREXCLUDED9 NIA NIA N/A AWC40070265052019A 0510=/2019 05/01/2020 (Mandatory.in NH) - E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below I I I I E.L.DISEASE-POLICY LIMIT $ 1,000,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to._ndorsement 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.govAwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELUkTION' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXP;RATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCOR[)ANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED F!EPRESFiNTATIVE Hyannis MA 02601 Daniel M.Crow ey,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD i ✓ _ VJ/1WLVGV 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)riust have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, curtain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorselent PRODUCER CONTACT Jon Davis Mark Sylvia Insurance Agency LLC PHONE J.SLO8 957-2125 11 FAX IC No): 508-957-2781 404 Main Street ED AIE . IT ark@iiiarksylviainsurance.com Cebterville, MA 02632 _ INSURERS AFFORDING COVERAGE NAIC tt INSURER A:_Western World Insurance Co. INSURED INSURER B: Farm Family Casualty Insurance Nordy's Construction Inc. INSURER C_Evanston Ins PO BOX 660 INSURERA South Yarmouth,MA 02664-0660 INSURER E I.INSURER F:_ COVERAGES CERTIFICATE NUMBER: _ REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED-rO 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 REDU13ED BY PAID CLAIMS. INSR ADDL SUER POL CY EFF POLICY EXP LIMITS LT TYPE OF INSURANCE POLICY NUMBER IgiD Y MM/D X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 100,000 CLAIMS-MADE a OCCUR R MISES E occurrence) $ MED EXP(Any oneperson) $ 5,000 A NPP8666904 10/31/2019 10/31/2020 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X JECT ❑LOC PRODUCTS-COMP/OPAGG $ 1,000,000 POLICY❑PRO OTHER: _ $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ 1,000,000 B OWNED V SCHEDULED 2001 C5706 10/12/2019 10/12/2020 BODILY INJURY(Per accident) $ 1.000.000 AUTOS ONLY /� AUTOS HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY Per accident) $ 250,000 UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ 2,000,000 C EXCESS LIAB CLAIMS-MADE XOBW8349319 10/31/2019 10/31/2020 AGGREGATE $2,000,000 DIED I I RETENTION _ $ WORKERS COMPENSATION STA UTE I ERH AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? ❑ N/A: certificate will be provided by th wo*er'S cc mpensation (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below _ E.L.DISEASE--POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Carpentry-Construction of Residential Property; Lawn Sprinkler Installation Insurance coverage is limited to the terms,conditions,exclusions,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 provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE E:X?IRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main St. AUTHORIZED-REPRESENTATIVE 1 Hyannis MA 02601 _ Fax: Email: @,1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered mairks of ACORD CREScheck Software Version 4.6.5 �J( Compliance Certificate Project New Construction 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: 2,500 ft2 Glazing Area 11% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 200 Capes Trail Nordy's Construction Barnstable, MA 02668 P.O. Box 660 S.Yarmouth, MA 02664 A`�'... Compliance: 1.9%Better Than Code Maximum UA: 363 Your UA: 356 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 1: Cathedral Ceiling 1,915 38.0 0.0 0.027 52 Wall 1: Wood Frame, 16" D.C. 2,812 21.0 0.0 0.057 138 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low-E 273 0.300 82 Door 1: Solid 80 0.270 22 Door 2: Glass 40 0.300 12 Floor 1: All-Wood J oi st/Truss:Over Unconditioned Space 1,530 30.0 0.0 0.033 50 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: Massachusetts Residential Code, 9th Edition, Energy Efficiency requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: New Construction Report date: 01/08/20 Data filename: Untitled.rck Page 1 of10 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified 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 4 !building envelope.Thermal ❑Not Observable ; envelope represented on ❑Not Applicable construction documents. 103.1, :Construction drawings and ❑Complies 103.2, (documentation demonstrate ❑Does Not 403.7 (energy code compliance for [PR3]1 :lighting and mechanical systems. ❑Not Observable :Systems serving multiple IE]Not Applicable ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: bNot Observable Manual] or other methods Btu/hr Btu/hr approved by the code official. 1 ;❑Not Applicable 103.1 ;Solar-Ready Roof: New detached ❑Complies [PR4]1 one-and two-family dwellings, ❑Does Not land multiple single-family ',dwellings(townhouses)with >= ❑Not Observable 1600 ft2 (55.74 m2) of roof area ❑Not Applicable ; ;oriented between 110 degrees :,and 270 degrees of true north comply with sections AU103.2 Pthrough AU103.8(RB103.2 ;through R13103.8). Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 01/08/20 Data filename: Untitled.rck Page 2 of10 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation !❑Does Not and extends a minimum of 6 in. below grade. ;❑Not Observable; ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not A '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i i i co 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 01/08/20 Data filename: Untitled.rck Page 3 of10 Section Plans Verified Field Verified # Framing /Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID1 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 ;are determined in accordance ❑Does Not ;with the NFRC test procedure or 11 'taken from the default table. I❑Not Observable J❑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 ;❑Not Observable ' [FR2]1 ; ;❑Not Applicable 11 402.1.1, !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 ,❑Not Observable [FR3]1 ; 1❑Not Applicable 402.1.1, ;Door U-factor. U- 1 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[FR23]1 installed per manufacturer's ❑Does Not instructions. JOComplies ❑Not Observable ❑Not Applicable 402.4.3 :Fenestration that is not site built ❑Complies [FR20]1 ;is listed and labeled as meeting ❑Does Not ik :AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 !insulated >= R-8 where duct is ;❑Does Not >= 3 inches in diameter and >_ R-6 where< 3 inches. Supply and ❑Not Observable :return ducts in other portions of ❑Not Applicable ; the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 :for< 3 inches in diameter. ; 403.3.5 Building cavities are not used as ❑Complies ; [FR15]3 ducts or plenums. ❑Does Not L ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105 4F or chilled fluids ! ;❑Does Not below 55°F are insulated to>_R- ; ! ;❑Not Observable 3 t❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 !piping. • ❑Does Not I❑Not Observable (❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Construction Report date: O1/08/20 Data filename: Untitled.rck 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- 1 R- ;❑Complies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 Each dwelling unit of a residential ❑Complies [FR19]2 building provided with ❑Does Not continuously operating exhaust, supply or balanced mechanical IoNot 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) 12 IMedium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: New Construction Report date: 01/08/20 Data filename: Untitled.rck Page 5 of10 Section Plans Verified Field 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 provided. v° J❑Not Observable J❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not ; ❑Not Observable ❑Not Applicable 303.21 Floor insulation installed per ❑Complies 402.2.7 ;manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the underside of the subfloor, or floor IE]Not Observable framing cavity insulation is in ❑Not Applicable ; ;contact with the top side of ;sheathing,or continuous ; ;insulation is installed on the j underside of floor framing and extends from the bottom to the !top of all perimeter floor framing members. 402.1.1, (Wall insulation R-value. If this is a: R- 1 R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 11/2 of the ;❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ❑ Mass ,❑Not Observable , [IN3]1 exterior,the exterior insulation ❑ Steel ;❑ Steel ❑Not Applicable ;requirement applies(FR10). PP ; ; 402.1.1, ;Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ;❑ Wood '❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 01/08/20 Data filename: Untitled.rck Page 6 of10 Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions & Req.ID Value . Value .. 303.1.1.1, ;Ceiling insulation installed per ❑Complies '. 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. ❑Not Observable ; ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. . 1[3Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ;❑ Steel ❑ Steel ;❑Not Observable 402.2.E :❑Not Applicable [Fill' � � pp l ; ; ; 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. } ❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 insulation >_R value of the ;❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 tach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ❑Not Observable ; ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9)2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies (FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water IE-]Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 ;by manufacturer at <=2%of ❑Does Not ;design airflow. ; ❑Not Observable , ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Construction Report date: 01/08/20 Data filename: Untitled.rck Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions V & Req.ID alue Value 403.3.3 Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [FI27]1 :determine air leakage with ftz ftz =❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observable `pressure differential of 0.1 inch ;❑Not Applicable ; ;w.g.across the system including ; ;the manufacturer's air handler :enclosure if installed at time of j :test. Postconstruction test:Total ;leakage measured with a ; ;pressure differential of 0.1 inch ; ;w.g.across the entire system ;including the manufacturer's air '.handler enclosure. Post- 1 ; :construction or rough-in testing ;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 [F14]1 cfm/100 ft2 across the system or ftz ; ftz ;❑Does Not <=3 cfm/100 f:2 without air handler @ 25 Pa. For rough-in ;❑Not Observable f '.tests, verification may need to '. ;❑Not Applicable :occur during Framing Inspection. 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. i ❑Not Observable I❑Not Applicable 403.5.1.1 Heated water circulation systems (I❑Complies [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated { return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal '. for hot water demand within the occupancy.Controls ' automatically turn off the pump j when water is in circulation loop is at set-point temperature and '. no demand for hot water exists. '. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable ; desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water '. supply pipe back to the heated ❑Not Observable ; water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water ; system. Pumps have controls that manage operation of the pump and limit the temperature ' of the water entering the cold '. water piping to 1044F. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 01/08/20 Data filename: Untitled.rck 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 [17I31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable ; recovery units< 3 psi for ❑Not Applicable individual units connected to one j or two showers. Potable water- ; side pressure loss of drain water ; heat recovery units < 2 psi for p individual units connected to three or more showers. ! ; 403.6.1 All mechanical ventilation system f❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ; ]❑Not Applicable ; 403.6.2 E Installed performance of the ❑Complies [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 i 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 [FI33]3 equipment are tested and ❑Does Not certified by Air Movement and Control Association ("AMCA")or ❑Not Observable Home Ventilating Institute ❑Not Applicable ; ("HVI") and the certification label is affixed to product.Where multiple duct sizes and/or exterior hoods are standard , options, the minimum size shall ; not be used. 403.6.4 Sound ratings for fans used for ❑Complies [F134)3 whole building ventilation are ❑Does Not rated at a maximum of one sone. ❑Not Observable ; ❑Not Applicable 403.6.5 Owner and the occupant of the ❑Complies [FI35]3 dwelling unit provided with ❑Does Not information on the ventilation design and systems installed, I❑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. I 11 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 01/08/20 Data filename: Untitled.rck Page 9 of10 Section Plans Verified FieId-Verified , # Final Inspection ProvisionsComplies? Comments/Assumptions & Req.ID Value Value 403.6.6 All ventilation air inlets are I ❑Complies [FI36]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 iregistered design professional. f Where wall inlet or exhaust vents i 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 J❑Complies [FI6]1 fixtures or 75%of permanent 4❑Does Not fixtures have high efficacy lamps. 4 ;Does not apply to low-voltage 10Not Observable I lighting. ❑Not Applicable ; 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not } ' ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 01/08/20 Data filename: Untitled.rck Page 10 of 10 780 C M R 51 .00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Energy Efficiency Certificate 'Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 Door 0.27 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments i • E3E� 12i0?i' PG2�� 1 4b�r QUITCLAIM DEED I, LAURIE P.SNOWDEN,Trustee of Th"y Hbiddey Reft Trust 11 under a Declaration of Trust dated September 14, 1998 and recorded in the Barnstable County Registry of Deeds In Book 11695,Page 031, having a mailing address of 1600 Falmouth Road, Centerville, Massachusetts 02632; for consideration paid of Fifty Five Thousand Dollars and 00/100 ($55,000.00); grant to PAUL J. BOUCHER and M. JEAN BOUCHER, husband and wife as tenants by the entirety, of Go 4862 Bentwood Way, Granite Bay, CA 95746, N WITH QUITCLAIM COVENANTS The land, with the buildings thereon, If any,situated In West Barnstable,Barnstable County, Massachusetts, described as follows: LOT S. CAPES TRAIL as shown on plan entitled "Definitive Plan of Snow Hill Estates In cc (West) Barnstable, Mass. prepared for Hannah and Her Sisters Realty Trust" dated June 4, 1997 and Revised August 5, 1997, as drawn by Down Cape Engineering, Inc.,939 Main Street, Yarmouth, Mass., which plan Is duly recorded with the Barnstable County Registry 3 of Deeds in Plan Book 544, Page 27. w 1 0 Said LOT 5 contains 1.06 acres, or 46,196 square feet of land, more or less, according to said plan. 1. H This conveyance Is subject to the drainage easements which are depicted on Plan Book 544, Page 27. a For Grantor's title see deeds recorded with the Barnstable County Registry of Deeds in Book 11718,Page 278 and Book 11718, Page 279. a Said LOT 5 Is conveyed subject to the Declaration of Protective Covenants, Restrictions, Rights and Reservations of Timothy Hinckley Realty Trust II dated September 14, 1998 and recorded with the Barnstable County Registry of Deeds In Book 11728,Page 276 and First Amendment dated December 30, 1998 and recorded with the Barnstable County Registry of Deeds in Book 11956, Page 262. b Said LOT 5 is conveyed subject to the Declaration of Trust of Snow Hill Homeowners Association Trust dated September 14, 1998 and recorded with the Barnstable County Registry of Deeds In Book 11728, o Page 292, and Includes an undivided 1/BTH of the beneficial Interest of the aforesaid trust. N Said LOT 5 Is conveyed together with a right of way over Capes Trail as Is appurtenant to Lo for all purposes for which ways are used In the Town of Barnstable.This conveyance does not grant rights of way or access over any other lots within the aforesaid subdivision Including old driveways, cart paths, ancient ways, walkways, and any other similar types of traveled areas. For access over the ways In Plan Book 462, Pages 30-34 and Plan Book 489, Page 51 see the grant contained in Book 1171 B, Page 281; for access over the ways shown on Land Court Plan 40599-B see the grant recorded at Book 12026, Page 136 and registered at Land Court Document#754,773. The Grantor for himself and his successors, heirs or assigns, speclfically reserves the fee In the ways and roads In the subdivision as shown on the aforesaid plan of land recorded In the Barnstable County Registry of Deeds including the right to grant similar rights of way over roads shown on aforesaid plan for the benefit of all lot owners of said plan,and the Trustee's other land now owned or hereafter acquired,including land of others not shown on aforesaid plan, and Trustee may grant access over said roads for all purposes in which ways are used In the Town of Barnstable.Grantor specifically grants to Grantee, Its heirs,successors and assigns,those access rights described in documents recorded in Book 11718,Page 281, Book 12026, Page 136 and Land Court Document#754,773. 2 0 BK 12077 PG294 14G 7 Said LOT S Is subject to the Grant of Easement to New England Telephone and Telegraph Company and Commonwealth Electric Company dated December 8, 1998 and recorded with the Barnstable County Registry of Deeds in Book 11910, Page 101. Said LOT 5 Is conveyed subject to and together with the benefit of all easements, rights, reservations, restrictions,agreements and covenants of record to the extent that the same are now in force and applicable. further certify as follows: 1. I am the sole Trustee of said Trust; 2. The Declaration of Trust has not been altered,modified, amended or terminated since Its recording, except as may already appear of record at said Registry of Deeds; 3. No beneficiary Is a minor, incompetent, a corporation selling all or substantially all of Its assets, or a personal representative of an estate subject to tax liens, 4. The beneficiaries of the Trust have authorized and directed the Trustee to execute this document. WITNESS my hand and seal this Sth day of February, 1999. TIMOyl HINCKLE EALTY TRUW II urle P. den, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. February S, 1999 Then personally appeared the above named Laurie P. Snowden and acknowledged the foregoing instrument to be her free act and deed, as aforesaid, befo me, otary A7-0 _- .Ab �, My comet on expires: /a REGISTRY OF DEEDS A TRUE COPY,ATTEST 0 CM o W •-1•i NN x f co CO CID 0044 h co oc Q o WU W ° fi o a 4 AAS VJIS697 J � o � BadXSR0 D�rDSTABLE REGI 1 nANMI Pi j — $�� — �� p MID C A P E GG IwD su>¢za_ G H W A Y Rs . s+ew.n• vuagg�rmnp ROUTE a g p M N il!l� ee�_ > i.e>..az z-e>s.>J• �, 8� • N+a'N']r W 8 Im �_ S >16N• M 4a'Es7r W � J&Sa' � N N7a'M•W .�J S DiN p $g s �> SD � a 3 Dr�i >•> lls tt _ Sy :�" a \$ y�,w• s - ,4w'gIg o0 I IE Y S y a\ Z CIO 6 E .>•.>e"s i _ k ybs p $ N w p - S IRS. N 3 . .t 6`6 s � s .u• Mrar E !n .oe'w>.n a ssr E o�� n47s; H 52771DrW .a.ee• AMrn - 'Dam ✓ ,p n 31EfJ.p f a Y zr»c 3. s AGZ. D W b azw. 3.az."ss s rre.•iD vat • eve 1 G��, = a `��im M C1�' :_ resQ i± m Mc: R +. cl o 't s s '3$$D = SR ! N o 4 B;^ Re Ns r 4Q� q m zo £g 8= > m 2 ; In fTl mas q 1 0 Barnstable County Registry of Deeds John F. Meade RG425RP: Land Records ATTESTED copy request Delivery: Pickup Dated: 02-06-2020 @ 14: 16:41 Wkstn: D7XWXVIB Req by: PAUL Local Trans #: 27870 ------------------------------------------------------------------------------ Inst#: 02-22-1999 in Book: 12077 Page: 293 Page #' s requested: F-L # of pages printed: 2 Fee: 2.00 ------------------------------------------------------------------------------ Customer will pick up ------------------------------------------------------------------------------ **** ATTESTED COPY **** *** ATTESTED COPY *** **** ATTESTED COPY **** ------------------------------------------------------------------------------ f;t Barnstable County Registry of Deeds John F. Meade RP425RP: Recorded Land PLANS copy request Delivery: Pickup Dated: .02-06-2020 Q 14 : 17 :40 Wkstn: D7XWXVIB Req by: PAUL Local . Trans # : 27875 ------------------------------------------------------------------------------ Recorded Land Plan: 544-27 Size: 8 . 5 x 11 Page # Is requested: F-L # of pages printed: 1 Fee: 1 . 00 -----------7------------------------------------------------------------------ Customer will pick up r es Trail, W. Barnstable, MA Location: 200 Ca ISSUED THROUGH P A. A. DORITY COMPANY Boston STREET PERMIT BOND Bull plN G DEpT KNOW ALL MEN BY THESE PRESENTS,That we Nordv's Construction,Inc., RAR 1 o ?420 + of PO Box 660; South Yarmouth.MA 02664, TO IV OFBq i hereinafter referred to as Principal,and NGM Insurance Company RNSTAe`� a corporation organized and existing under the laws of the State of Florida and authorized to do business in the Commonwealth of Massachusetts,as Surety,are held and firmly bound unto Town of Barnstable,MA,hereinafter referred to as Obligee, in the sum of Five Thousand dollars ($5,000.00) lawful money of the United States of America,to the payment of which sum,well and truly to be made,we bind ourselves,our executors,administrators,successors and assigns,firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH,That whereas,the Principal has made application for a license or permit to the Obligee for the purpose of ovenine and/or occupying a public way. NOW,THEREFORE,if the Principal shall faithfully comply with all ordinances,rules and regulations which_ have been or may hereafter be in force concerning said License or Permit,and shall save and keep harmless ' the Obligee from all loss or damage which it may sustain or for which it may become liable on account of the issuance of said license or permit to the Principal,then this obligation shall be null and void;otherwise,to remain in full force and effect. THIS BOND WILL CONTINUE IN FULL FORCE UNTIL CANCELLED BY THE SURETY. The Surety may at any time terminate its liability by giving thirty(30)days written notice to the Obligee,and the Surety shall not be liable for any default after such thirty day notice period,except for defaults occurring prior thereto. SIGNED,SEALED AND DATED February 6th,2020. i /By. '4t-t`v Nordy's Constnxtion,Inc. NGM Insurance Company Bond No. 565654 By. Jam .Crawford Attorney-in-Fact A.A.Dority Company,Inc. 262 Washington Street,Suite 99 Boston,MA 02108 (617)523-2935 L_ >r 06-03062347 ®NGM INSURANCE COMPANY POWER OF ATTORNEY A member of The Main Street America Group KNOW ALL MEN BY THESE PRESENTS: That NGM Insurance Company, a Florida co-poration having its principal office in the City of Jacksonville, State of Florida, pursuant to Article W, Section 2 of the By-Laws of said Company, to wit: "Article IV, Section 2. The board of directors, the president, any vice p-esident, se.retar . or the treasurer shall have the power and authority to appoint attorneys-in-fact and to authorize them to execute on behal' of the company and affix the seal of the company thereto, bonds,recognizances, contracts of indemnity o- writings obligatory in the nature of a bond, recognizance or conditional -undertak_ng and to remove any- such attorneys-in-fact at any time and revoke the power and authority given to their_. " does hereby make, constitute and appoint Philip B Crawford, Richard W Crawford, James M Crawford,Katie E Connor,Jeffrey W Crawford--------- its true and lawful Attorneys-in-fact, to make, execute, seal and deliver for and on its behalf and as its act and deed, bonds, undertakings,recognizances, contracts of indemnity, or other writings obligatory in nature of L borI subject to the following limitation: 1. No one bond to exceed Five Million Dollars ($5,000,000.00) and to bind NGM Insurance Company thereby as fully and to the same extent as if such instrurnents were signed by the duly authorized officers of NGM Insurance Company; the acts of said Attorney a-e hereby ratified and confirmed. This power of attorney is signed and sealed by facsimile under and by the authoriy of the following resolution adopted by the Directors of NGM Insurance Company at a meeting duly called and held o-i tee 2nd day of December 1977. Voted: That the signature of any officer authorized by the By-Laws and the company,seal may oe mixed by facsimile to any power of attorney or special power of attorney or certification of either;giyen fir th'.- execs:ion of any bond undertaking, recognizance or other written obligation in the nature thereof; sLch signature and seal, when so usec being hereby adopted by the company as the original signature of such office and the original seal of the company,tc be valid and binding upon the company with the same force and effect as though manually affxed. IN WITNESS WHEREOF, NGM Insurance Company has caused these presents to be signed by its Senior Vice President, General Counsel and Secretary and its corporate seal to be hereto affixed this 26th day of September, 2019. 0"t,11110"', NGM INSURANCE COMPANY By: � _.. ss __ Bruce R Fax = �� Senior Vice President,General Counsel and Secretary State of Florida. I County of Duval. On this September 26, 2019, before the subscriber a Notary Public of State of Florida in and for the County of Duval duly commissioned and qualified', came Bruce R Fox of NGM Insurance Company, to me pe-sonally known to ae the officer de<_cribed herein and wh o executed the preceding instrument,and he acknowledged the execution of same, and`beng by ire fully sworn,deposed and said that he is an officer of said Company, aforesaid: that the seal affixed to the precedng instrument is ta.- corporate seal of said Company, and the said corporate seal and her signature as officer were duly affixed and subscribed to the said instrument )y the authority and direction of the said Company;that Article IV,Section 2 of the By-,Laws of sa_d Company is now in force. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal at Jacksonville, Florida this 26th cay of September, 2019. :o�i►rai ,_ TERI55HELTON 4otary Public-State of Flonda Commission r s S 367,2 try Comm.Expires Separ 2023 Bonded through National Notary Assn. I,Nancy Giordano-Ramos,Vice President of NGM Insurance Company,do hereby certify that the above and for.-going is a true and correct copy of a Power of Attorney executed by said Company which is still in full force am effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said Company at Jac-ksor.ville,Florida this X day of 5£NSI iVyF WARNING:Any unauthorized reproduction or alteration of this document is prohibited. TO CONFIRM VALIDITY of the attached bond . . osd ��i�.t please call 1-800 225 5 6.DocuGar � iAs e i rlYgor, border € i treat, eene, �� rl; on eCi 1r.1s. _ _ 1 The Commonwealth of Massachusetts Department of Industrial'Accidents lc� finrt Office of Invest"ations 600 Washington Kt'&e t. Boston,MA 02111 , www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name (Business/Organization/Individual): Nordy's Construction, Inc. Address: PO Box 660 City/State/Zip: South Yarmouth, MA 02664 Phone#: 508-385-2805 Are you an employer?Check the appropriate box: Type of project(required): 1. ✓ I am a employer with 4 4. I am a general contractor and 1 6. ✓ New construction employees(full and/or part-time).* have hireii the sub-contractors 2. I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub:contractors have g. Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp. insurance comp. msufmce.: required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.] t c. 152,§1(4),and we have no employees. [No workers' 13. Other comp. insurance required.] *My applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of tlkz sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'connr.policy number. I am an employer that is providing workers'compensation insurance far my employees. Below is the policy and job site information. Insurance Company Name: AIM Mutual Insurance Company Policy#or Self-ins.Lic.#:AWC-400-7026505-2019A 'N 1Expiration Date: 05/01/2020 Job Site Address: 200 Capes Trail 0311y/State/Zip: W Barnstable, MA 02668 Attach a copy of the workers' compensation policy declaration page(showing the policy'�.9umber and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the impositiofr pf criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK OWEW,#nd a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded t&.,thfOffice ofi.\ Investigations of the DIA for insurance coverage verification. I do hereby certi der the pains and penalties of perjury that the information provided above is true and correct. Si afore: Date.:01/14/2020r Phone#: 508-737-9141 i Official use only. Do not write in this area,to be completed by city or town ofJicia _ City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4.Electrlumbing Inspector 6.Other Contact Person: Phone#: WTA011 QJ�- JOB SHEET NO. I OF TAYLOR DESIGN LLC CALCULATED BY cjr-r DATE CHECKED BY IA OF DATE SCALE SCANNED ......................... SCANNED......... .............. .......... ................ ................................ ........... ...................... ......... ............ ............... ........... ............- ........................ ....... ............ .................................... .......- ......................... ............................ 2020 ............. ........... ......................................... ....................................- ............ ......... ...................... ................................... ................ . ...... ........... ........... ...................... 4. 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REVISIONS SCANNED APR 032020 BOUCHER RESIDENCE 200 CAPES TRAIL BARNSTABLE MA. NO. REVISION DATE LIST OF DRAWINGS PAGE# SHEET# DESCRIPTION z x LUzr LU I !� 0 M z orrz J 1 C COVER SHEET: w 0 0- xr PROJECT INFO.&DRAWINGS INDEX ¢ F X 1 ! y LU z N W 2 r R } 2 A.0 FOUNDATION PLAN w m i r0 � �rx 0¢Ii z� � 3 A.1 1ST FLOOR PLAN �L7~? h '� • 4 A.2 2ND FLOOR PLAN I—m a Z w x LU w �OrS~ ;! 5 A.3 ELEVATIONS TYPICAL NOTES EE=3 z Sw~w Z R U Q U S~Z U 6 A.4 ELEVATIONS I.CONTRACTOR SMALL 51TE INSPECT ALL EXISTING VS. }O Z�p W ow PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION a Un Z D-w O N a I ] A,5 BUILDING SECTIONS AND NOTIFY DESIGNER OF ANY DESCREPANCIE9 AND/OR O x w U' F w N p CHANGES THAT MAY BE ENCOUNTERED. U�2 W a i asX ® ® ® I V A.6 DETAILS 2.CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME Q z UU Ix-U`=S W a U ® ® THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE _ 9 A,7 FRAMING TIE-DOWN DETAILS FOUND THAT MAY PREVENT T149BUILDING.DING.CONTRACTOR COMPLETION of ANY ANY PORTION OF PROPOSED PRIOR TG.CONTRACTOR SMALL 1 0 S.1 1ST FLOOR FRAMING PLAN NOTIFY D STME 1 S OR AALTIEOF R TIONS TO PROPOSED BUILDING AS PRESENTED IN FINAL CONSTRUCTION DOCUMENTS. 11 S.2 2ND FLOOR FRAMING PLAN 3.STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPECTION 12 S.3 WHEN FRAMING IS COMPLETE AND PRIOR TO ROOF FRAMING PLAN QHCLOSI/RE BY INTERIOR WALL PLASTER BOARD/FINISW. ® FOUNDATION NOTES — — 1.MAIN FOUNDATION WALLS TO BE 10'POURED CONCRETE W-3000 8 U h O I N G D E PT. W/21D5 BARS TOP t BOTTOM.FOUNDATION WALL TO BE ON a Duo STRIP STRIP FOOTING PROVIDE VIDE HDRR.BARS DOWELS 0 2' thf STRIP FOOTING W/KEYWA7.PROVIDE 06 VERTICAL DOWELS 1 24' O.C.EXTDIDED W-6'MIN.ABOVE TOP OF FOOTING.PROVIDE W MAR 10 2020 ' ANCHOR BOLTS V 32.O.C.MAX.MIN.7' EMBEDMENT W/949hdi J PLATE WASHER. 2.ALL STRUCTURAL STEEL COLUMNS TO BE W CONCRETE FILLED LALLY COLUMNS UNLESS OTMERN15E NOTED,LALLY COLUMNS TO EXTEND TO FOOTING BELOW.PROVIDE 6%6%%'CAP PLATE t (�� p� BARNSTABLE 7'x12%%-BASE PLATE W/204 DIA.BOLTS.WELD ALL •• CONNECTIONS.COLUMNS FOOTINGS TO BE 40 XW.12'SQUARE SOUTHWEST ELEVATION Ba>;��sta��e g1d pep W 4.CONCRETE SFLOOR LAB TO a UNDER R ALL PARALLEL W^ W FILL. DEWili.&C N2.�cW2.9 TOP 1S OF SLAB ON BOLSTERS [... (front) ed by O EARLY ENTRY' SA IOJ JOINTS I•DEEP AT COLUMN LINES.cur w ^ �j ` j ��0 '7 5.CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED v' z B7 CODE(WINDOWS OR MECHANICAL) .. Pal �• 6.CONTRACTOR SMALL ENSURE THAT ALL FOUNDATION WALLS � �'~/^� O U.. MAINTAIN W-O'MINIMUM COVER. Cn 7.PROVIDE WEB STIFFENING PLATES AT BEARING POINTS O:STEEL O W BEAMS(TTP.). 'z YC:I DESIGNER: . B.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAI COLUMNS. q.M CONTRACTOR SMALL NOT SCALE DRAWINGS FORD NOT BROUGHT ANY I �`r'�\AI HISSING, INCORRECT OR HE DESIGNER ECZME OS NOT BROUGHT 4 V mM TO THE ATTENTION OF THE DESIGNER DIMENSIONS THE RESPONSIBILITY N O R T H S I D E DESIGN 141 m a i n,s t re e t S[�p KE ®ET ECT I � GARAGOF THE CONTRACTOR.OTTER FILLED FOUNDATIONS, FORM POURED COLON ON WALL W/RI D5 TOP AND BOTTOM BARS. y a r m o u t h p o rt M A 0 2 6 7 5 FORM FOUNDATION ON 20 BA STRIP FOOTING.PROVIDE z.D5 DATE CONTINUOUS HHORIzarrAL BARS AND KEYWAY IN STRIP FOOTING.LA {} 1 1 TO'BARS TO MAIN WALL BARS.PROVIDE TRANSITION REINFORCING ASSOCIATES phone: 508.362.2210 BPRNSTABLE BUILDING DEFT. w D5 64R5 SPACED.12'O.C.VERTICALL7.PROVIDE 96'x 12' ANCHOR BOLTS•3V O.C.MAX.MIN. EMBEDMENT W/3%3Ve PLATE WASHER. fax: 508.362:5269 ✓r � -_ northsidel@comcast.net 7Bd�UICw�Gr DATE II.FRAMING AT HALLWAYS AND STAIRS SHOULD BE SPACED 7 ACCORDINGLY FOR RECESSED LIGHTING TO BE CENTERED. www.northsidedesgn.com FARE DEPARTMENT 12.PROVIDE DOUBLE STRAPPING AT WALLS WHERE STRAPPING RUN FOR pFRMITfING PARALLEL W/WALLS FOR CA"MOULDING ATTACHMENT. [COVER ITLE: 1/ SIGNATUR%E flr.c' RcnUIRED �� SHEET STRUCTURAL ENGINEER CIVIL ENGINEER BUILDER/CONTRACTOR } POT:. f SAFETY STANDARDS-FALL PREVENTION down cape NORDY'S - ,r� CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS Taylor Design engineering, Inc. CONSTRUCTION Inc. gC�`�S�n WITH SILLS ABOVE 72'ABOVE FINISH GRADE PER CODE.ALL WINDOWS SMALL NAVE FALL PREVENTION DEVICES AND SHALL Custom Builders COMPLY WITH THE REQUIREMENTS OF PROJECT#: SHEET CIVIL ENGINEERS/LAND SURVEYORS U,^� A5TM F2M WINDOW OPENING DEVICES SMALL BE SELF ACTING LLC P.O.Box 121 Dennis,MA 02641 > At' tt �1 AND DIAMETER RIGIDPIISPMERE THROUGH TNEEWINDOW OP�ENINGQU 19-12 C 939 Main Street Yarmouthport,MA 02675 WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN ph.508.3,85.2805 Nordy@NordysConstruction.com. ACCORDANCE WITM THE MANUFACTURER'S INSTRUCTIONS.ph.508.362 4541 ANwww.NordysConstruction.com DATE: OF downcape@downcape.com 2/2s/2o 12 - �.� Issued for Construction: 2/28/20 4' GENERALNOTES ------------------ 1. ALL EXTERIOR WALLS SHALL •• BE 2x6 @ 16"O.C.UNLE S ...-i• -----------------------r------------- -- ---, OTHERWISE NOTED. TS 4N41.25'COLUMN i 1 2.ALL INTERIOR WALLS SHALL %•STD.EASE PLATE BE 2x4 @ 16"O.C.UNLESS I ; ' IW THICK WALL ON I •2-4"DIA.ANGIOR ' 1 OTHERWISE NOTED. ':. I CONTINI/OU9 20'IIIO' I BOLT T7P. i 1 1 ' CONCRETE FOOTING, 1 ' , 3.CONTRACTOR SHALL VERIFY 1 1 1 ALL WINDOW ROUGH OPENINGS GARAGE SLAB PRIOR TO ORDERING WINDOWS. 1 is I 1 4'CONIC.9lAB ON 10 MIL , 1 I '•-' ' , VAPOR RETARDER ' 1 Y 4.CONTRACTOR SHALL VERIFY 1 ' 1 BACKFILL WITH CLEAN 1 I ALL DIMENSIONS PRIOR TO D i COMPACTED FILL i D CONSTRUCTION.CONTRACTOR A.5 i i ASSUMES V DEEP CONTRACT JpHT CUT WITH EAION- RLY -- ANY MISSING OR NSCOR E TOR DIMENSIONS NOT BROUGHT TO 1 I 1 ENTRY.SAM i I THE ATTENTION OF THE F------------------- '- ' Y - DESIGNER. 1 --------------------- ` PITCH SLAB AV PER FOOT 1 1 1 I %•ANCHOR BOLTS•32' j DROP TOP OF FNON 1 j I `'. I O.C.MIN.7'EmBEvmEHT HALL re 0 RAGE 1 - w/8131 Yi PLATE WISHER I DOOR OPENING 1 1 (TTP.) PROVIDE OS REBARS i i �( NO. REVISION DATE I 1 • O.C. IN ® COPYRIGHT 1 5 1 VAININ FOUNDATION 1 - 1 I C 1L'P.T. 1 '' j WALL9 TO TIE IN TO I T9 4141.25•COLUMN j POST(TYP.) 1 I =T�S•T1T• 1 %'STD.BASE PLATE 1 'ti NORTHSIDE HEREBY EXPRESSLY 1 %.; , CONNECTION WHERE 12-q•DIA.ANr1HOR 1 ' 1 , POUR IS NOT 1 BOLTS TYp , RESERVES ITS COMMON LAW '-B `.ir 1 CONTINUOUS. 1 r-� 1 ? ' COPYRIGHT. j I I .J, --------- REPRODUCED,__ �_ __________ - THESE PLANS ARE NOT TO BE ,. -- REPRODUCED,CHANGED OR r------------------ I --- COPIEDWHATSOEVER WITHOUT FORM OR MANNER 1 ' 1 RST OBTAINING VT E EXPRESS(WRITTEN `11 (2)2,I0 P.T. it J PERMISSION AND CONSENT OF p FLUSH �I j j I� _ p NORTHSIDE DESIGN ASSOCIATES. f I PROVIDE ID•DIA. iI 1 I :II I� SONO TUBE W/BIGFOOT �f I, 61.6'P.T. FOOTING(SM)FOR 1 I 1 I .- POST UP/DN. pCOLUMN SUPPORT ABODE t i li BUILDER:( X 11 I II; ``4'A NORDY'S rnuslnucnON�. II -Custom Builders- 13/ `\b \ t �\ /� `�\ 'I I I •+II •f P.O.So 121 0a s,M 02641 (2)2 ........................................................... .,.........................tl. .............. NorgENOM/stoahuabn.mm�FLUSN �_ / / II I I .;•.II A.5 wxw.Nor4ycConsirvcllon.wm L'eb'P.T. POSII AA.5 A•$ II. I I - II �; T DESIGNER: NORTHSIDE II A.5 II W THICK x:7'-W CONCRETE FNDN WALL ON i DESIGN BIL.CO TYPE'C' I CONTINUOUS 205110' CONCRETE FORTING. TTOOLrc�N CONFIRM MODEL AND a it. I� _ 2,10 P.T.LEDGER ASSOCIATES DIMENSIONS W/GRADE I I I ..• I D TO SLAB DEPTH AND 11 2,10 P.T.LEDGER )I- 111-T6' I II W/(2)%'DIA. DESIRED RISER H. W/(2)%'DIA. 1 I L3VL FLLUSH I I )I k'O.C. DISTINRIVE RESIDENTIAL&MMMERCIAL DESIGN PRIOR TO POURING FNDH BOLTS Ib'O.C. (TYP,) 141 MAIN STREET•TARMOIRNPORT•MA 02675 ------------- ------ ------- _ __ --- -— 15081362-2230 (506)362A802 - / NORTNSIDEDESIGN.COM 1 I ______ i1W____�___________ _________________ 1 _________ T I r- -- ---------------- I __J 4 -_, , NORTMSIDES®COMCATT.NET 1 1 CONCRETEMFNDN WALL 111 ,- ___________ III ' I J cCOONCR�ETE F IK G. 2 -: i STRUCTURAL ENGINEER: r---------- TAYLOR 1 (STAIR TO N' BASEMENT SLAB i G I (GRADE.9PEC9 ID (3)2,12 LV IFLUSH�• v . IT9.D. III PLU3L1 LVL FLUSH 4'CONIC.SLAB ON to MIL '.• SIG LLC I [ h VAPOR RETARDER I I t __________ _T COW.FILLED ST••EM(A COLUMN III BACKFILL WITH CLEAN I LLY III COMPACTED FILL I • 1 E OR 34SMOAV D. ` I 1 r T ' CONC.FOOTING . DROP F71DN I 1 '- 4 i POST £: 1 MALLS• I 1 r-; _� UP r-- --, r-- -- POST POST __ __T r__ BULKHEAD OPY. I , I I 1 1 1 I PO ,� I I I I 1 I___ 1 1 I 1 _I _I_ I _I 1 1 =�_ ==_==I 3= =E =I= _E I T- I I I I I I 1 1 I I I SED L BEAM POCKET 1 I I 1 P'OCICET 111�_ --- 1 ,. I 4'.4.25' CHER I I. POST (3)I-9iS,ll-$• 1 1 TUBE STEEL 1 I(9 I-9.'yll-Tb. w I—— I LVL DROPPED COLUMN UP/DN. S I D E N C E 1 1L I 9-1$•CONC.FILLED STEEL 1 :..i. 1 I L DROPPED 414115•TUBE ON ON 9TEEL _ — 3 p2L)U}�H I CONIC.FOOTING(TTP.)D 3 13002'DCONC. I I 1 RI a FOOTING(TTP.) I 1 200 CAPES TRAIL I I I 7 STAIR OPG i 1 ;;• 1 BARNSTABLE,MA. 1 I I 5 4x4 P.T POST 1 1 ' 1 L3VL FLUSH • III _ _5 DI'1.ON I , j 1 III 245f14112'D. I to-THICK v ° FOOTING FOR �0 W ANCHOR BOLTS•W' - I 36'DA. ON�CRETe SLANDING W/SS,31 Yl PLArEE� 1 I rGLvANam STEEL TITLE FHO1J 14ALL III I ' ti WASHER ' 1 i wWGR�AVEEL BED, FOUNDATION ' ----------------------- --�1 , 1 , 1 �- (TYP) IO THICK•t7'-10' . I € ` P, 1 �' LAN CONCRETE FN 0'wALL'ON 1 I F _____________a______________, ' -.� COTTINLIOJ91'O'I,10' � I L--�-- CONCRETE FOOTING. SCALE:1/8"=V-0" -- ---------- ------------------------------------------- 1 1 [ L ----=------— --- ---- ----- --------------------------------- J 0 1 2 4 8 -----—- ---- V(2)2,10 P.T. PROJECT#: SHEET 1PROVIDE W DIA.FOOTING 6)FOR FOUNDATION PLAN 19-12 A.0 A B SONOTUBE W/BIGFOOTA.5 A.5 P.T. COO"SUPPORT ABODE POST Up/DN. OF DATE: Issued for Construction: 2/28/20 2128/20 12 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. —— 2.ALL INTERIOR WALLS SHALL STEEL BEAR BE 2K4 @ SE O.C.UNLESS DROPPED �PP� I i r————_ OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY GYPSUM BD� ALL WINDOW ROUGH OPENINGS 21168 I I I PRIOR TO ORDERING WINDOWS. re II I I o ALL DIMENSIONS PRIOR TO 4.CONTRACTOR SHALL VERIFY I I I CONSTRUCTION.CONTRACTOR I ASSUMES RESPONSIBILITY FOR D .... ................................. ...-..-...-.. ..........................t................................................. ...................... .. D DIMENSIONS NOT INCORRECTANY MISSING OR BROUGHT TO A.5 I I I I I A.5 THE ATTENTION OF THE L__ J I I L------- DESIGNER. PULL ON. ( I ATTIC LADDER I I - ABOVE I I r------- . II I GARAGE I I I SLAB ON GRADE I I I c rB—4 o I I I 8 NO. REVISION DATE • I I I ® COPYRIGHT :2r-0 DECK I I I NORTHSIDE HEREBY EXPRESSLY 44 PROVIDE I LAYER I I I RESERVES ITS COMMON LAW Y COPYRIGHT. F RECODE • GNB I I L—______ THESE PLANS ARE NOT TO BE SHARED FALL I I - FIRE-RATED REPRODUCED,CHANGED OR ER GARAGE CLG. I I ENTRY DOOR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST 'DN. 9R OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF T I-I' -1 286E I 1 -B IGI I I I ( NORTHSIDE DESIGN ASSOCIATES. 0• a 4_ LAUNDRY i i 8 2ese I I PORCH COVERED BUILD NO"YTS DECK v 4 wRslRurnou -Custom Builders- J. I P.O.Box 121 Demis.MA 02641 PR.5DB.3S5,2605 C VAN � I I IIIII ( I I T G NwIon oreyryeCww,tJwn ............................... ... ......................................T.I...�.................... ................................ .......... LAV. A B —A 5 — 2sse i i A.5 DESIGNER: NORTHSIDE - I II A.5 A.5 BoxL+ CLOSET Y DESIGN ---- I' ® ASSOCIATES '-e 2668 I - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 1'-••.�•_ I I 142 MAIN STREET-YARMOUTHPORT"MA 02675 ,_2._. f� _ 9- - - I I I I I I I I (506156-22 NORT (5061%2A802 -Imo.--� 7Wffi46 TW2646 NORTHSIOEDESIGN.COM -- NORTHSIDE3000MCASTMET I ; ese I I �9L•N. J ? D D I Rom' o STRUCTURAL ENGINEER: MASTER STUDY j �EINK TAYLOR BEDRM. KITCHEN DESIGN LLC D -�,r gy 94G' DINING AREA STAMP: RANGE ISLAND 14kt -0 I 1 t• co 'TM STEEL TUBE STEEL , TIME re STD PROJECT dli d� 2668 coLurw 2666 PKT PROPOSED 2 � BOUCHER j •NINE h _ 3_ HALL COOLER T RESIDENCE ° 24? i 200 CAPES TRAIL Y W.....I.C. 5 D.N. PANTRY I 'I, - _r_ - I ' BARNSTABLE,MA. I s `---- --- GREAT ROOM LINEN 7 CLOSET j DV' t TITLE: IENT 468' s 4 GA.S FP Y MgS H 4 5 —2`-_— FIREPLACE FIRST FLOOR MDDEL 4 PLAN DIMENSIONS I 2 + FOYER TeD p SCALE:1/8"=V-0" i T'= IR. 1ST FLOOR PLAN 01 z o B - PROJECT#: SHEET COVERED ENTRY r 4 4 19-12 A.1 DATE: OF A B Issued for Construction: 2/28/20 2i2si2o A.5 A.5 12 ---------------- ------------------------ � i GENERAL NOTES I I • ' ' 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS ' I OTHERWISE NOTED. I I 2.ALL INTERIOR WALLS SHALL BE 20 @ 16"O.C.UNLESS I � OTHERWISE NOTED. 1 ' 3.CONTRACTOR SHALL VERIFY ROOF CUPOLA,NIP i ALL WINDOW ROUGH OPENINGS EN I CTER ON GARAGE PRIOR TO ORDERING WINDOWS. D ............. .....'.......................................................................... .............R°:or...............................................! .......... .. 4.CONTRACTOR SHALL A.5 i i A.5 ALL DIMENSIONS VERIFY SIONS PRIOR TO I I CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT - I I I I DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE I I DESIGNER. I I I I I I I I RARAG OOF BELOW I ESEILW I I I � I I 1 I I I 1 I NO. REVISION DATE I 1 I I I I ® COPYRIGHT I I NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW ' ' COPYRIGHT. L____________ ___________ ___________ ____________� THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR '-O COPIED IN ANY FORM OR MANNER 1 WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN I I PERMISSION AND CONSENT OF I I NORTHSIDE DESIGN ASSOCIATES. I I r-I I LJ BUILDER: ROOF BELOW ; ROOF NORDY'S C BELOW C Co -- .........................................I................................................... ...................♦....................... ustom Builders- A.5 i A.5 P.O.Box 121 D41mb.61A 02641 A B I I ph.SD3.335.2WS I I N.IdyQNmCysCen4hudbn.wm —.Nomy4ConanKuon.mm LJ I I DESIGNER: NORTHSIDE ti ® DESIGN 1 I I ASSOCIATES Bat I TNI 310 1 e310 r---------------------------- DI INC ERESIDEWIAL&COMMEROALDESIGN I ][ ' ATTIC '1' _ I LIN. 14IMAIN STREET•YARMOUTNPORT•MA026]5 (5 )362-2210 (50813628302 1 ATTIC NORTHSIDEDESIGN.COM ACCESS 1 1 NORTHSIDEI®COMOIST.NET PANEL �. BAT H I BEDRM.NO.3*4,pQQ W.I.C. r STRUCTURAL ENGINEER: � � I 2 TAYLOR WALL .3 IN -------------� i i ti DESIGN LLC I I 2468 I I ---- STAMP: BEDRM.NO.4 11 II -W� II L_ JI 2M PULL �qq I 1 pp11 _ LADDER ABOVE I5R. ' HALL i i I i T� PROJECT I I 280 2BBBI 468 PROPOSED -----=------- --- ---- BOUCHER zr LINEN 2ssB RESIDENCE ~� *4 KNEE «� BATH I I BEDRM.NO.2200 CAPES TRAIL WALL _ ti BARNSTA BLE.MA. _ F NO.2 q I ATTIC 1 ACC E9B - ATTIC - e 1 PANEL I ------- ' VANITY TITLE: L-------------------- 1 °I LIN. I I SECOND FLOOR PLAN - a- 2ND FLOOR PLAN TV 2 :12 2 coCALE:1/8"=V-0'• 4' PCRCN n-y¢ 4 a' rL 1 2 4 8 € ROOF BELOW LJ PROJECT#: SHEET 19-12 A.2 A B DATE: OF A.5 A.5 Issued for Construction: 2/28/20 2/28/20 12 1.ALL EXTERIOR WALLS SHALL OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 GENERALNOTES 16"D.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO THE ATTENTION OF THE •- ■ r l.alnlnnlnn/tlr•--• ---■Inl,ggaa.n■Ir _la.ing■i.i.---' --"nl,g.a■:. a■11■R.n11.In,.1.= 1■11■In■.11■Ir■.1= __.nllana■11.1= =Illal■■■In �.1.11■pl\Ilu■L1 ... =Ilal..aal.n■1■ ... tint)■pi\li■ ... ltl.n.intll •-- SHINGLESIIC]L■.L.LOI.n.=B son = les. t t1O.1 . t ■I I■R..nan.■Ig■11 loinmat.apl Inselovir.WHITE PANEL --- O n.nu■uuntlr .L1.■./1■IO,gO 'alnl■aanl, —.L...Inll Lu1ICfn.ala.■■I 1■Ilan.nlnln.■I ■.tl.lp\llal a Ill.l...11■ FASCIA .!.11■1\:\Il.ln�\Iltl■._...._._..■I..nll.l...11,ln.nll.lg.._...._._•,.1■■■li■t■.■IIa1n.L...•---....■t.11.ln■.11■ S'BEDPMLD ON 1. 11:.�.1....:.1....1.•/ - •`\■`I...I.I....I.I....I.I....I.I......I...................................II .. ! C+ COPYRIGHT 1� .L�il■,mar::�IC->•////// IL-•nL�il.: ■i::itC:ilt::.a.in:�.■::ziG:ilt::■L�i1.:�.i::i,C:nli:Ri�i1. r ■■Inl.�n.l.11�� •\\'I.In.■1.Ill.■1.I1.n.1.11..■1■Il.n■I.II...Rllu.l■li■..1■11■..1■illNORTHSIDE HEREBY EXPRESSLY 1.1■■■.:gI..I" n.n.1■It■n.Iglu■■I.Iatr/nl■u■1■1■■■■Itl.■■.1.1■..■I.In..l.l..nl RESERVES ITS COMMON LAW Il,tl.t,I.i<_--,--.-- 1■■.n,l\/■Ital\■■It■I.t■n.In.■n.lnnl,al...l..l■■■1■■1■t■1■.1_■tI ■In1■,g.1■In.■1nl.n■�I....Inl.,..l.l,...ln Ininnn.il. JI■1■..■1.1■.taRl/..,Rlt...1■1..,■Inl,■..I.In■.1■I.n■1■ItC-_._.. • - Lint..■Iluu■C••_•_••�•_•.nnualu■uu ..nll■In.9111 t.■inuwnlr__••_•___•;.1■■■tl■1■a■11■i..P 1■11..■loll.■■i.1—i■11■..1\11/..I\li ■■1■11■.■l J111.= =lalnll..ial\II.■—n■n.tl...l.11t\■11—■■1■II...I.tllTHESE PLANS ARE NOT TO BE uu■Lu..w1-=-1 uum..uua nuumuun nntr.um= n.uwuul uuma\I .I...,..I...III=I.I... 1.1..1...1..1. II..1...1..1..1 ,I , 1t..1•_•'l..n �.� I.I...,..I..I= .�. I...I..l.. .�.L...�.Lalcl gO,In1OOL'. 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I ■ui111...11■1rt■11.1■.nl■In.nllana■ILLtnO.Rulltl■■nllan.nll■ I\IL■■Rllt■.1■Il.n■Inll.n■In11.n.1.11,n.InN ■ al■ - - - - ntlal..alal.n,l�ll.n,loll.na■II■na■Ilt.a■Il..11al,.,l\11■..1■III in■nnn■nnu■nnuum.unwunwu uutounnoi uuuw _ _ nuuuunuwuuuuunnn.unnunlnuuuunuuomnnl •• ! uouumnnunnnuunRnt.■t■■.u■u uuuutuRr-1...��1-='uuuuuuuun■uuu■uuununnunuonui.nuu.uuno0 WATEII TAXILE TOP NORDY'S ph. 3115.21105 O, a „! DESIGN ASSOCIATES A■IA, AUA,n.nnn i.tltln\gig • _ _ Alit.,1.11,..R,1..tI.11... . _`: dl,tntltltantl,l..■tl.ltt■tlaln .Ala,l.nlnl Iu1..tl,tln,.l,nn,. Allnitl.Illt llnllatl.Illnl.ttnzi� • d■tt.Rt.unV n1I.I.,.lt.tn,flltingnlA amu..nnn n na.umvnnmm�u.I aal, .■ _ Amwuntu n, unnnuuuun.nttt Al.ttntl.talttl , I�nt. Ial1■tllttl. zin.tl,,1 STRUCTURAL ENGINEE ■, nnuuuun iuuu., n■munmuaunnun �unmunm o■un..■. nnn..nuutnuuuun , • wuuunumm uu.nuuni. nunnumnnnnnn..0 nunnnnnmll� tiuuu■unuo, unnwnnuunuunn , .�:�i■.� nnvuumn.0 Iiuuuuuuuul. nuuununuuuuumm, nunnuuulnallr nmuunnnuun., u■unnmun.luanRua - �■Iw.wt■m.unv onnua.uu■.nuuu. .iutw .wtw,■iuli.iiD_\ DESIGN III11nnnnRnnuml ai.umnguuuuniuuun, nl.lN1t■uvu.nunvlv,■` I R•i iiiuiiii n• siSRI mian al tl ui, �iiii�1 i�Yltt, Calalta%llt •ui�u�ii I�iiuuiu, ■iiiiu�u�iiiiuiirlrittn I,In..i.i.m manna■I ,Ittta.■nit.■tlI o n IItt1.n1■t! .IO.1./L..I■ ... ... ■1■/■LO■t■t, nnunnmulA,.., - n,lniant u.nnunnnl nnuuuuu., ,Llnnuuv au1a1 noun/ ■■.1It Ii s i■In■.11a.■6 IIa1..n11.gL■Int .■l.lut' i.u■mvulu■■ I—II I_I1,101 uuuu■uun.n, n..muV/Kim In in.11 1.1 .tnl I'_ I lullnunnn.nnn.., nnu■ilplaltn■■ ..1 I�,tlalLl,I I�an ■Laat■lingllnin.u� In1.N zing, Ett iulnnRn.nRln■ ■n■nRnnalnnn, zi.nun.lA r :■■II■1■.■Ilan■■11■1■.__.._._...._._....daltl■■nlla■■nll■t■ae nV,rR,VAl -• :■u.In■■Inln.■ulu■■In11■nu■ll■■u■11■■tlrll■■u■li■■.L11■.n.11, uVV'/1I,n - Ii.mnm..noon■u.Luuuuuuuunuun.uuummunluo. moue nnnumm uuu■uuuuonuunuuonnRnuunuuuonnmu. \nu.nPROPOSED oral.iuu■uuuuunuwnnnmuuuuuu.uuumuumuunnlnnnn. 11191 •n:::.L_tu:ac::uc:.r.::.cclu:o■G::uc:n::..ccm:c.c::nc:n:::nc_urcu I ! In��nu■m■unn■unu.■uuuu.ut■un�uu.0�uuuu�ul�uunuuu t I uuu BOUCHER CE n_ol�•u.no_..un..nn•oenv.nnn_o.in._nu..n_u._wl.u..arl '.w.... r - Yinounuumionnt.n�unuuuonnlunuuumm�nnuuuuuuu ■u uiininilnTiiii■Tuuf■Twiunnnn/i.7i■inTwTiiu■nmiiuT.ilituinin 1■nnu.mm�nl.nmuunu■inmm�nunuumtuln.n.muuwuml n,um 1.l■IIt1.ul1al.gall■Rtn11■Rtnlnl.l.Iltln.ntlal.ulltl\.n11tl.a■Ilttna.Il,t.l.I1lI ._ _—_— ■.n11a1nullll■l.11.l.l.11.ln'_••-•--_••11\t.111l.tnll.l...11.in.nll.l.■n1I■I.t. Et.l■Iln - ESIDEN ui�iiiiiniii�iiiiniuiinniiin --- nut.nuuunnRluul.luuunuuvunmunuunn.nunrnnn■mnn■ll n ■�, uu,nuum .., .uunaun uuuunt.auuuuluuuu ,,, muuuuu.uuuum.Rnuuonw noun 200 CAPES TRAIL BARNSTABLE,MA. nnRlunur------Inlnn.nuunlulRulnRnnnnnuRnnnnunRu n lnnnulnn n.n.nuu/ I� nnnnuRuunnuuunn u.unu■nnu.uuuun.uugunuu �anRtu uvnu■um nnuuuununuunuuunun�nwu■nn■tntuuu,w t nunu.un t■nu■vun u.uu..nuuarun.uuu.I n.unn.onnunuuuuu..nuuu ■ruin LO.11.■not L11■■.Inl■..Inll..■1■111..1nllzi _ Iia■n■ili\1 m u ■„ l■■uu■■n.I unto■uuu n uutl■■■uu■■■uu■■n■u■■1 ,.,, ■■■uu■■n■n■■■ulu■u■tl■■u■n■■zi■ a■Rn■1 - nuuunuu nnnmvuuumnu■tuln.n .n li uanunn.n Inuuluvl a mnunlnuuuunuuon uununmumnunnnonmuuw nnn.n nnuununl uuuumunuuumu,nuu 0 nl n uuunnm ■unnnua . nuunuuunnonm.■■u uuuuuuuuunvuuumuuuuu noun, nmmnun unnnlnunnuuuunn.lnn nn a uuunntu nnnamm� u numnumnnnnnm.n mm�nnl.nnnnnutnluuuunm mural t..■II.Rgni,l .ilal■t.11.i.,nW..■IIO■,■roll0 IIr ■I R■nll,lanll ■�1■Ilzinulnll ■ui1.R■■II■In.■Ilantnlltl■1 © 11■.■Ilan■■11.1■..II■t■.■1n1■■■Ila.t■ II■■■IlaI inglnitenain,l ■lin.tlnn■tl.li.■l1.Inn,lalu IO E I■tt■tO.1■l l n.�■. nn _ _ nu,un.Ruanuntuunnnl ..n\lu■nnmm�nuulu.nnuum ONE line Illin■!lain aaalltn■tl,lnn.Ianuanlaln,t an i e e c n c e g pp _.?..P. • I ..In....in.■1■t■.n■i.i.g■lll Lltit.na■IO.II■la..alllal.11lnl.■1■1■1 Biguiiitemalleiuimriiniiiiiiliunnuinini in •F fl G i`fi C r I i i i i 6 fi i l i i uiiniu�iuuiiiliiuinniiiGlniuiliuiiniuiinniiiilnniiliiiiiitiuin iriiiuI.,.Inln,.lP .Iltlnulltl■.nlltl.g.,l.l.anllal Iln 1 N II I r1 I II t' II I i■iii niil�luininiiiulniil�ll��il�llliili �11�1I■aintll..ioll I■l In,,..::.::Vl■Ilt.gl■Ilt■ziall 1. tl 11�iN P w�IR-isI l E c I . .Wtli■a la! 1111 WI .InziL,tWlln,.11 1 t 111 t . . . P q 1 N 11 1 nn■\■1.1■L_ •��r� •��1.n1....i.1....■......ni...........■........In......I ■lzi■.■n — r ■mi�_ .ILI■JI�GVVI mu�n.mumnmmlmae ��\ —11 nun■Mill mu h�luuuuu■umnnuuuuunn.nnnnnunnuuu n1O10, 1 1 • • • • • • JECT#: SHE 1, OF ' 112 I OTHERWISEGENERAL NOTES 1.ALL EXTERIOR WALLS SHALL 2.ALL INTERIOR WALLS SHALL OTHERWISE NOTED. ICI3.CONTRACTOR SHALL VERIFY Inl enllQ[aaa7ly I::.alaan. �taannanaarn - -� MAIN on. ualnmmauum - mnn,atuur.mcval n ulm[ uu•••�••�•••w.u.� umumm�nuW launnnu.nm,uml iu �V unrr dl-.:ra unto. laununumm uuuuun.uumuu (nm nab 6vuul l�, uuuu.. mum.umm u� aaunaol„uatrm. -- II.I ig=Insaini IR li I.all loll■1■■.11.1� a[a�.0 n[atI © .Itaf.,Wn.,min. 11 ME] 1i%m.uuung .��I n.11tnn.11,u.. nu.tal unralau[.naltn.[un .-- [tai ninnunmu■ um...unnn. mn,n avam[uu,uumm� .m Lip_ niauuuunuuu uumnuuuuu. aunt tiaaauu.m,naunn. to{—�� lisumnnuuuau I_I u�muulunun:.. n un.maunatnaanl.l ®® 1InaI /_go I I I,.nnn,.i IIIII +��-111� ••oau..nuu.luuu, uk.�,.m..un>ranivuwt.,m y .is.nuuauumu.n.l uaucuauuumuuu, ul.tta.nmavaunautWun.0 "A laws I muuuu■ uuw:ruuuuunnr.n, u,rau"Anuuumunuluau - .ii11105 ilu::iiliii:ulu::itvnuuuniiiliilrl�::ii u::i�.. Ilan ulcat0.i �i,�.1�.■I1,' 0 COPYRIGHT ` •i:raa::av::aly:all::.acatta.::na:att::.r:u:a.iolc:an:i.r111211 ::a �n.uu■uuuauuu.uut.uanui.nun.muunuua!uuumuuu.. lan NORTHSIDE HEREBY EXPRESSLY nuutnlunvtu.nat, RESERVES ITS COMMON LAW ii■1lr aernenrust\.olnaon■I■I■a.,l■uo.ono■.a1aa..al■IO.alalaa.,ltlaap III[fnaln,onoWWn[uol acntou■uu■uuuwunnnl..nul.■nnl.uuu.,n■rl:rnun.uuuul COPYRIGHT.un/.uumun.umui.nnnauuuuuuaunuuunannuuuua. lint n"A nia,un.t■uauunu.wrnna,n.uin naauiunnnu. THESE PLANS ARE NOT TO BE 1 Il.n■1.11 Iall..tlalannlal..alal.nalo 111111110111111111 Llltnl nlala.at.11 .alaillant.tlaaall REPRODUCED. i liaiiu:ii ��ii:i iiuniii::iiiii:il n,I I�auiiiiuii �u..�uii �.� `.� nin an:iill i�niii iiiii COPIED IN ANY FORM OR MANNER i magi1011. n� .nn..nuu■nln.utnuu �nJ a:iia11:luii `vtini .au.u.m .uwlo.unan WHATSOEVER WTHOUT FIRST 1 moon ��� muuuunn.unn.mun ,�� anu.uunal ¢nilonl �,� .., uauaul.0 1.nauuuna.0 1 t.nn"A uuuuumnunuunnul uuunua.. "Allan una.nnaal nnn.nnnunn ■ .mnu� I unnnunnu.a■uuuuau luuanuuu ([Laa11 ut.nnnn nmumnvnnnPERMISSION AND CONSENT OF It v■iia11i miiii::inii:Dili::ii:i:ate IHI i:u:lia uii :ii:ii ©I �I iwli�:ri is:iiu:mnii NORTHSIDE DESIGN ASSOCIATES. 1 nuu.n ���'''���eee��� unuunuulnuvumum Illre.•er'r'•.:uuulll uuuuuvlul vmm� n.au u tunun uun"Aunwuuuuuaul uuuuuu. n,,_,,_.,,1,. . u"A.nu um, ■ .u"AuL--ll.uuouuu.unlnl.unn- --munmt.n ��tl I I I II 1 II I- v v 1 � 1 v.tuua tonal I .Iln■LIO.alllaaoalnlntol.nunnnnuroao.lun:uuuauuuu.ul E I`n r I p fi fi 6 I I1 p`E CF`p F E 010 I nnnun uunt uuuanwrun..anuunnvunuuaw■uunvt.nnuam.aaw p M p'I l �I �i�i�i�i[I[i E ` BUILDER: 1 uuuannnnuun■uuu■uuu.uuuaum.uulrai...i.ii..ri.iir _p i�^ i i`i'I I G I _ 1 I6{j rj.6�j[.`� an.uun u.nl " 1 uunnouuunu..uuu.oununnu.nnu.uuuuumumuo e a 1 C __ luurwn .um r •.anan�nllna■wunnmunul.■nan.uuu.uunuumuuluun I - - nll Kim�\ , • , . al uuu. .unto■►. unnumu. .nuuunuunl.. ..nalauuuuuu.u. .' wIDEOESIG uumnuamu.uu/. uuu.uu.uuul.nam�- lina. `-STRUCTURAL ENGINEER:—,, nnn.uunvuuuuuu.. :— liainn unuinnn u.nuu.uuu uun uuumuuamuannmvnunna.. .iiainnt.nnnnnnumuumuumuu W. un.uuuauuumumuumumnnaoan► iiu■uuuuu.nuuunuununuu"Aonuroui. .■ • • munuunnnvnuu a uu.uuaunnuna uumuut► iiaivanuuunnannu unua uuuuuuauuu uuu.1.. u mnuu nnv.unu.0 atom uu nnu.nu um nuanom .liuuu.uuu■uuu.uuu.uauummalnnnmuumuuna..i►. DESIGN LLC nuns.nnuunnannnnoon\.nnuuuuuauuuu..... liuuu.u"Auuwuuuuunnuunnunuuuumuumnnnuuuuul. ne.uuuntonoonnl.umuuanuuanumumanu.uauuuau 110. 00 wu.uu/..uulaauuuun/un.uan�loaul.uuuunmuanu.nnuui.. ■nau.m m umu uuuu um uuu■■n.nuuvuu unu nnu.aum uuuu a n1 nun.uuuuuuuuuuuuuuuuuuuuuunuuumuumuu"Auunnunu.g - ■tulunnl..annt nlunnmunuuuuuauau uuuu■uuuunn uul.nunaunn lnannuuuumuuauuu. moll uuun - mnuuu.uat.a.t ununannnuamnanumLnilalzumn..luuunn - luumul.uun.guanuuuuu.uuA 'I RinuunI,unn01 IINI uus��� munmunnI Hinuatuu Itlnulrn/aaluuallunmu■t.uuat■ I I , I unn.itnnaunnuuinuinaun.unrin■alat.a.uat 0 Ilu 2 1u.II I I.nu I go atiuu■r.nu99 ON u.rul ul.uununul.nunuu■.uuluuul.ui■u.a1luumnn.innin mmuuanul.uunmuma.nnnannuu uuuuu.uunui...�.�....�uuuuanuuunuauuui...�.�....�uunu.uuuam PROPOSED uuaum.nuu.uuau w uu uuunmu ununm uu■uun unuu.uuu.0 unau non.nunun"Aauto■mm�nnnuuuuuuunuuuunnuunmm�nunuaa - - - mmnnnnnnanuuau■wuuuuunnnuununnuunuuunuuuuuunnui - -- - :• UCHER RESIDENCE i.uuunuauuuuunauuuunumuumumm�nan•.lanmm�nl.uuu.0 u aaG:talG:.t::In:�IIC:aaC:tit::.l::In::IIG:a.G:iilGa.i::1.:�1IC:aaC:iil Ga.i::1.:.711C:aaG:til �.�I■Igo.11.11..11.ltt.■1.Ilantl.Ilo.atoll..■I.IIa/al.Igo.atoll..al.11a..lnlla.al.11,.al■Igo u■.n.lu.nu.■nrin■■.uuu..ui.■uuu■.n■nt..u1■.ouuounuouu.ulnl..1 � unuuuuuuuunnnuunuunn■uuuuuumuuuuunuuwunuuuunul • 200 1.nuuuauuuuanul.nnnauuuuuumuumuuanumuuvumuuun.0 iiiiimuuuunni�iiiiu�iGisl7iiiiiliiiiiiGuiiiini�iiiio�iiiin�iiiiuiiiiim7 CAPES TRAIL luamuamu■unu.uuna.nounnn.nnuoal-•_-_..-._--••-•---••-•---••-•-unn — _ .uuuu.unnnnu.nuunauuuumunnu.uuuauuuuuu.uu.,auu 1.umuuauuuuunW.vuuunauuumnuW u.w ilil--.- ling HIM giLn ilil ilool nituuu.uuuauuuuuvmuumumnmauvununanulnuuauunBARNSTABLE,MA. ununulnuunt.numm�uuumunnunnm — --t-- nna uu1 un ¢u - m1 un uu uuu.nnuuun.unnnnn..ou"A.nuuunnuuunonuuunuunuun -- ' unuuuu.nuu.nuuuununnu..uau.■.nun ,,, ,,, ,,, initial i1i ,�� 1u■ uu itil i:ii �:,' nip inii i� n: - 'goings lnumuu.uuumuuaununuumnnaunw nog logo ,,, m.uuuvuummuawu.uuuauuumuuw �I uun un un ■a uu .a un noon lintNMI anon lnnnmuununauul.uuu.mumumannum ,,, ,,, ,,, lam n.i ,,, uag n.1 ,,, ua1 Dula ■ u.i nuual a.■ nuu■II unuun"Auu"Auuu�umuuuwunmul.un 110200M], nn1 un nns uu mat 1�i7 u■I maao ur, uu onn - .la.Inaaltal.a■la■I�t�1...Jatl..l..al.al.■olaal.,.l.alal .u1 1,1■ Itl. n1■ lain .nil 11 Ion. 11■n.ol tail -- 1...LL...Li....1.1....1a...a.1....1.1....1.1....1.1 u . tau .1.1 1■1. I-I ■1.1 I■1■ ■ul 1..1.1.1 ■n Ipi�l1l 1...Ilaln■nllal.t.11.1/.■Ilal..nll.lnanlltl.o.11,l...tll 1-I I-1 1-1 .11 ..11 1.11 list 1-1 1.11 Intl 1.11 ...t1.1 RINIson ...Il.n Incl.Ilanalalaalala.aal..aull..,lnll■.alau.alal IIILLLrrr.S..=iii"'aaaILI111JJJ111 IIILLLLL`��J::ll1111 III GGGTTT`J:`uJJJrrr:::111J111 u11. 11.1 11.11 .1.1 III.........ii ll... llal ling ga.. ■.Lilo ... laala Ita1....Itl...tltlla.altlao.alalo...11l,i.al.l■a/alll.a■ Il,tl gang Iol l0■1 longloll - Into lama.■ loll 1■i...n rlaalnaaloauatloal.a,l..l.aalaol.,ago■ua.laal.o.1■■I.L____________-_____--______-___gal■.I I,II______-___Jlu I.It.______-___Jtl. ■■n I LI■ Iu■I.al mom 1■n.aa ELEVATIONS mattitm:it im:: -i�::itti�:::it� g.1. I�g �i M:g �:•: is �-1:1 - .. L.1 /.1.11...1.11analalananll..ala1,.■Inlla.alnita.,gal,ulalo.alnlla.anlla.aalt.al.li. liaunalau.ouil I I.IIa. .11a. Iowa gar .non. ..l .lino■\ - II.L..a1.lO■olal....Ll...al■1.■.01.1..n.1.OaauLaOlal.a.a1.1,■..LIt■..1a1nn■lama Ilnpla . n.. all■1 Ilrt.a■Iu.,L....lnl IIr■ an..m utn.a IsisLu■.n uummuun u L1■ / _ .L.Lulnlntal.al.Olaal.aaltal.nlnlnaal,al..aloal.oalaaln.alatl.aal,.uulaal.otlaal.11 . r_vuan.nnuuurw - anon 'n� laalnt■ / - t .� ■, OF - • • • • : 1 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL CO NT RIDGE VENT BE 2x6 @ 16"O.C.UNLESS (TNT.RIDGE VENT '(TOP.) (TYP•) OTHERWISE NOTED. (2)1-9hll-TA• (a'all eG� 2.ALL INTERIOR WALLS SHALL bGe 2.a COLLAR BE 2x4(oj 16"O.C.UNLESS TIES/IL•O.C. OTHERWISE NOTED. COLhG VERTICAL ' �®ROOF TIIEES 0 i6 R I BRACING/Is' A5PHIALT POW 3.CONTRACTOR SHALL VERIFY D.C. of SHINGLES Wn BUILDING PAPER ALL WINDOW ROUGH OPENINGS - — — —.—.—•—.—.—.—.— —.—._i—,—.—.—.—.—•- WCOX2,10 514EATMING PRIOR TO ORDERING WINDOWS. PROPOSED Fl"y'1VP) 12 9i•TNG PLYWOOD INSULATION PER CODE 4.CONTRACTOR SHALL VERIFY _ suB-PLOOR GLUED ALL DIMENSIONS PRIOR TO NAMED( -)SNINGLES T ROOF AND Nn CONSTRUCTION.CONTRACTOR • lair BUILDING PAPER Wo ATTIC FL. WHITE ALUMINUM JOISTS/IL•D.C. ASSUMES RESPONSIBILITY FOR • %:I CDX SHEATHING �' GUTTERS(TYP.) 2.W RAF" S/k• ( Nov of PLATE ANY MISSING OR INCORRECT D.C. z brsTH E ATTENTION OFSIONS NOT T THE TO INSULATION PER CODE BEDRM. :4'-W KNEE -—.—.—.—.—.—.—.—. -—�FAICIA #4 WALL VENTED SOFFIT DESIGNER. 2.12 FL. I- - WHITE ALUMINUM JDIST./IL• GUNNERS(7YP.) D.C. _ I WALK-IN — — — — i — _ CLOSET i s Ex<P'OSURgNINGLEs OPTION TO TYVEK HOL05EWRAP bra FASCIA )I-9i411-16• .—._ ' - DROP CLG./ 1P COX SHEATHING ke VENTED SOFFIT LVL STAIR 1 i I I 9i TNG PLYWOOD R-20 BATT INSULATION LANDING SUB-FLOOR GLUED 2.6 1 k•O.C. AND NAILED(TOP.) VAPOR BARRIER _ 2.12 FL.JOISTS X'Gym SECOND FLOOR _ _ _ _ ' NO. REVISION DATE V3 M.BATH ® MASTER _ _ _ _ _ T .—.—.—.—.—.—.— I I I •k•o.a — — _ — — — — _ BEDRM. 3)2.10 ® COPYRIGHT C STAIR NORTHSIDE HEREBY EXPRESSLY _ 9UB-FL Y m y Z I�i411-T6' HEADER TYP. AND NAILED(rYP.) SrJ �G U.N.O. RESERVES ITS COMMON LAW - — — — — 2.1&R.J01979 — — — �LL n H > STUDY COPYRIGHT. _ — — — — /k'O.C. — — — THESE PLANS ARE NOT TO � IILJII REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER (3) ',a W T4G PLY D WHATSOEVER WITHOUT FIRST $ I-9i'XII-W '* AND NAILED(TTP.) OBTAINING THE EXPRESS WRITTEN BSMT LVL „�� (3)I-Yhll Y� PERMISSION AND CONSENT OF LVL PLU3N 2.12 FL.JOISTS FIRST FLOOR(s�lbor) �-BEYOND -�-R I ; 1 IL•O.C. — — — — — — — NORTHSIDE DESIGN ASSOCIATES. tr —.—._.—.— R TOP OF FOUND. Ir THICK.:r-W' —-— — — — — — — — 3 — — — — — — — BUILDER: . CONCRETE HALL •^: 4'(ONC.SLAB ON CONT.201r10• i},I w i.qq H12,rhW2.9 I-9;411-T6• - r CONCRETE FOOTING �' 70P 16 OF SLAB - = STAIR LVL BSMT r. 2/a6 TOP NORDY S ��' .... _ .. .,..�i.. — — — _ s,. 4 BOIT NUOUS ucoaro B mi+(d -...L•COMPACTED FILL (LL I Ar r T py L AROUND ALL -C s rs- ULTUCOLUMN - OPENINGS P.O.6o.121 Dermis.MA 02S41 F BEYOND J PA.508.385.2805 THICK.tT-� Nordyr2NomysC4 s dIon.mm BUILDING SECTION ' ( CAB Ymw NwdysC4nd udbn mm W Lac W2.•8rW2.9 ?' ON CONT.TE20AU TOP>a oP SLAB CONCRETE- FOOTING A TovoFesmrsLAe DESIGNER: NORTHSEDE -x- :::tii+ c•COMPACTED Flu ® DESIGN ASSOCIATES BUILDING SECTION DISTINRIVE RESIDENTIAL&COMMEROAL DESIGN B141 MAIN STREET'YARMOLITHPORT-MA 02675 F (508)362-2210 (SOS)362+8802 NORTNSI CONY RIDGE VENT NORTHSIDEIVCO .NGN.COM ®COMCASTET (TTP.) (2)I-9i'a14• CRNT.RIDGE 2)1-9VXIl-T6• LVL RIDGE VE,(r,(TYP,) LVL RIDGE STRUCTURAL ENGINEER: BE ND MST�' .,�.N,�TAYLOR 2.ID r D.C. BEYOND 2 k•DC. I I ��1� CIF '' LC 1 oI RAFTERS 'y e� 1xa C14.JOISTS /k•O.C. i -- INSULATION PER j CODE ATTIC Lr 1.6 FASCIA f j WHITE ALUMINUM J GUTTER A TOP OF PLATE GARAGE ATTIC FASCIA .—.—. — 2.12 —.— - 10 ATTIC FL. wHrTE ALUMINUM 44 (S) P.T. D Z.12 �.ATTIC FLOOR(--floor) JOISTS 1 IL'O.C. GUTTERS(TYP.) - (S)2.1E HEADER bSEDC H E R TYP.U.N.O. W 14x43 �j \ LSK'P.T.POST IN 10' ) .II->A• LVL CONT. EVIDENCE YD $Z LAV. LCOL.WRAP wPERED STEEL BEAM HEADER . 200 CAPES TRAIL C PLT IINTN(TYP.)BASE dl ®. PROVIDE TYPE'X'YeR f®�.� -,,A� BARNSTABLE,MA.{ I h4 COMPOSITE FIRE(ODE GF® �1};� IL JI DECKING(TYP.) GARAGE CLG. 9'W..TN. — _'IT NJ�•, �i I fit' —. (2)2.1E P.T_FLUSH_ GARAGE "r Domwv EAD 6ARAGe 2.12 SKIRT BOARD TITLE: �1 2a12 FL.-XJIg7g ` FIRST FLOOR(sWMor)— — — — P�FOSLAB Bx• BUILDING —.—.— CTIONS 2.w P.T. C /IL'O.C. F 2.b P.T. I I JOISTS P.T.DECK 4'CONC.SLAB ON b MIL TOWARDS DOORS LEDGER ' LEDGER I I fi JO3T9/12' I'-7 VAPOR RETARDER E ARON 10 P.T.DECK = = O.C. TOP OF GNtAGE, .—.— — — — JOI-.-•Ic w�, BASEMENT " a .E sLn6 SE D.C. tr S• i i W DIA.SoNOruBE w ^>: 10'THICK.ST'-to, F FF 1° I BIGFOOT;FOOTING(BF20) �;� L•COMPACTED a.:r CONCRETE WALL ', J (BEYOND) - b•THICK CONCRETE.�'�(MLLINJ PILL(ITP.) ,; E:1/8" ON CONT.20'aID• may. CONTRACTOR SHALL s CONCRETE FOOTING ii;: L__-_� MAINTAIN 40'OR MIN. 2o4ro•CONIC. .................. 4'CONC.SLAB 1••,. FODiING COVERAGE FOOTING. l, '';' OF 2 4 8 w „(a��,: c'(O1PA .FIu ------------------------ PROJECT#: SHEET D BUILDING SECTION 19-12 A.5 BUILDING SECTION DATE: OF Issued for Construction: 2/28/20 2128/20 12 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. SIDING: REF. ELEVATIONS (o MIL POLY VAPOR BARRIER 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS "TYVEK" HOU5EWRAP III G.W.B. 21-011 GARAGE DOOR OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY COORDINATE „ n ALL WINDOW ROUGH OPENINGS Y2° CDX PLYWOOD TAG PLYWOOD SUBFLOOR. GLUE DIMENSION W/ DOOR I y2 xI—Y2 xYd GALV. PRIOR TO ORDERING WINDOWS. E NAIL TO JOISTS ANGLE W./ tt4 LOCATION I " 4.CONTRACTOR SHALL VERIFY 2xb @ 16" O.G. ANCHORS @ 3-O ALL DIMENSIONS PRIOR TO O.C. MAX. CONSTRUCTION.CONTRACTOR SLIMES INSULATION PER CODE 4" CONCRETE SLAB ANY MISSING ORINCORRECT R 2x12 FL. JOISTS @ Ib„ O.G. 6" APRON, THICKEN TO DIMENSIONS NOT BROUGHT TO 2xb SHOE I B" @ DOOR OPENING PITCH TO DRAIN THE ATTENTION OF THE Wbx6 W2.gx W2.q DESIGNER. RIM J0I5T OR DBL. PERIMETER iN 2 @tt5 KEBABS, TOP Ya OF SLAB CONT. @ PERIMETER ON BOLSTERS kl" GDX P.T. PLYWOOD BOTTOM b" MIN, " �':,''•..i.•.: NO. REVISION DATE FILL 8 TAMP 5' OUT FOR MIN. I"/FT, SLOPE, p C COPYRIGHT PROVIDE 12" D. BED OF ••III' , (2) 2Xb P.T. SILL NORTHSIDE HEREBY EXPRESSLY STONE WHERE NO GUTTERS I I 2x4 KEYWAY RESERVES ITS COMMON LAW e•• II SILL SEALER I ° THESE PLANS ARE NOT TO BE F 6" C • 2 @tt5 REBAR5 FILL MPAGT KEBABS, COPIED AENY FORM OR MANNER CONT. O 2@tt5 `.;,,...r. ER :,Yr''' CONTINUOUS # AROUND WHATSOEVER WITHOUT FIRST a OBTAINING THE EXPRESS WRITTEN - ALL OPENINGS PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. ..a. -I=I I'I='III III=III III I " ANCHOR BOLTS @ 32" BUILDER: —III=III—III—I I—III—I I—I I—III— .• O.G.. MIN. 7" EMBEDMENT _ _ _ _ _ ° W/ 3"x3"xk4" PLATE WASHER NORDY'S I— III—III—III—III—III—III—III I! '.. . ,.'° -Cu r"m B.,dery- h. WS -� GARAGE APRON DETAIL P.D.�0.12, D4mtl4.MA D2641 —III—III—III—III—III—III—III—III— PROPOSED 2 NONy®Nor°ye 3W.2 tlbn.aom 11=1 11=1 11=I I i-I i 1=1 i 1=1 i 1=1 i I -I 4 . BASEMENT SCALE:/;'_1'-0" vmw.NO OyeCo sVWbn mn DESIGNER: NORTHSIDE 10" CONCRETE 1= 4" CONCRETE SLAB FOUNDATION WALL I =i III DESIGN III—I I—III—III I 6x6 W2.gxW2.q ASSDCIATEs III—I I-III •' TOP � OF SLAB ° ON I BOLSTERS I I—I I I I I I I DISTINCTNE RESIDENTIAL COMMERCIAL DESIGN 2 @tt5 REBAR5 �— , 'I I—I I J • 141 MAIN STREET'YA,IMOUTHPORT•MA 02625 CONTINUOUS # AROUND I 10 MIL. POLYETHYLENE ALL OPENINGS —III—III=III • VAPOR RETARDER 508136 NOT (.COM 296D2 —III—I I I I I NORTHSII@CO IC.TM _ BITUMINOUS JOINT FILLER „ NORTHSIOEI@COMCAST.NET ••" BITUMINOUS JOINT r 3-YZ GONC. FILLED STEEL 2x4 KEYWAY -I I MI I I 11 I TOP OFF W/ FLEXIBLE JOINT LALLY COLUMN NOT TO _ RAL ENGINEER: i— 10 W/ FILLER, TOP OFF SEALANT "SIKAFLEX IA" EXCEED 10 KIPS LOADING I— -I I I�II 1 II I I W/ FLEXIBLE JOINT 4" CONCRETE SLAB AND/OR B' IN HEIGHT �. jN OF R C -III—I, 1=III •. .. SEALANT CARRY DAMPROOFING % I 4 Wbx6 W2.9xW2.q BASE PLATE OVER TOP OF FOOTINGTOP III=1 I I-1 I •4 ON BOLSTERS OF B CONCRETE FOOTING: 3 @ tt5 RE5AR5 I I I I • _ ..y. 36"x36"xl2" DEEP I I I 3 @tt5 REBAR5 10 MIL POLY VAPO i • CONT. BOTH WAY * r CONCRETE FOOTING: 1= —— - _ RETARDER _ —, m b" COMPACTED = 20"x2O"xIO" DEEP , v SED 3" 3" FILL I OLICHER RESIDENCE I'-B" - 200 CA PES TRAIL =— N BARNSTABLE,MA. A. 11=1 I M I _ 1=_ _ 111=111=III=1 I = 1-1=i- 1'1---I I I---I I — 117I I= TITLE: ,I TYPICAL SLAB / F N D N WALL & SILL DETAIL III-III-III III-III-III-III=1 I I-III-III-III-I I I=III=111 DETAILS SCALE: %4'"=1'-0" 2'—bn E7 n SCALE:3/4"=1'-0" NOTE: Ir 3'-01 0 2 4 8 12 18 ALL FOOTINGS SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED GRANULAR SOILS FREE PROJECT#: SHEET OF CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC L A L L Y COLUMN FOOTING DETAIL 19-12 A.6 MATERIAL. NOTIFY DESIGNER IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED SCALE: 3/4"= V-O" DATE: OF Issued for Construction: 2/28/20 2/28/20 12 GENERAL NOTES FTER•16• 1.ALL EXTERIOR WALLS SHALL ' O C LESS OTHERWISE NOTED. 2.6 DBL.TOP -`t``' PLATE TOP 2.ALL INTERIOR WALLS SHALL o o PLATE i BE 2x4 @ 16"O.C.UNLESS °? RAFTERS IMPSON SPb o� OTHERWISE NOTED. (20 GA.) i •COX 514EAT14ING SILL 3.CONTRACTOR SHALL VERIFY I � PLATE TO TOP PLATE. ALL WINDOW ROUGH OPENINGS n TOP PLATEN i I SEE NAILING SCHEDULE PRIOR TO ORDERING WINDOWS. 7e, I 2x STUDS O IW O.C. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO I`1r CONSTRUCTION.CONTRACTOR I I ASSUMES RESPONSIBILITY FOR ANY MISSING OR DIMENSIONS NOTINCORRECT B OUGHT TO A �AFTER TO PLATE CONNECTION "E°°� THE ATTENTION OF THE E: N.T.S. STUDS STRAP MDR UPLIFT �i i-^� i BOTTOM PLATE DESIGNER. STRAP JACK STUDS ie WINDOW SILL - `-- PLATE - ` RIM JOIST 12 GA.ANCHORSBEAM I 2-W END S PAND I (7YP.) - FLOOR JOISTS NO. REVISION DATE DISTANCE �' LSTA O EACH RAFTER Ii - \` ® COPYRIGHT (2)2x6 P.T. SILL II (2)2x6 P.T. SILL PLATE NORTHSIDE HEREBY EXPRESSLY II RESERVES ITS COMMON LAW RIDGE BEAM iI PLATE n COPYRIGHT. THESE PLANS ARE NOT TO BE II / REPRODUCED,CHANGED OR L NOTE' ANCHOR BOLTS COPIED IN ANY FORM OR MANNER II RIDGE STRAPS ARE NOT I O 36'O.C. MIN. f WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN TIES OF NOMINAL 1.6 OR REQUIRED WHEN COLLAR 7' 3'. ,0EMBEDTENT PERMISSION AND CONSENT OF DCAT T W/ED PLATE W PLATE 3WA'ASHER NORTHSIDE DESIGN ASSOCIATES. 2x4 LUMBER ARE LO ' IN THE UPPER THIRD OF 46 I ANL BOLTS O 32'O.C. THE ATTIC SPPACE AND MIN 7' EMBEDMENT W/ ATTACHED TO RAFTERS 3'x5'xYf PLATE WASHER USING(5)IOD NAILS O BUILDER: EACH END NORDY'S -C.,I..Builders- B RIDGE BAND STRAP STUDS AND HEADERS D SILL TO PLATE CONNECTION W/SHEATHING FNo,dy 21 Del di. °m p°.50°.365.2605 41 Nor4TQNor4T4ConehuGbn.4om SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. wvnv.NoMsGon9ud4n.44m DESIGNER: NORTHSIDE DESIGN JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING ASSOCIATES COMMON NAILS BOX NAILS DISTINCTIVE RESIDENTIAL&COMMEROAL DESIGN 141 MAIN STREET•YARMOLITHPORT•MA 02675 ROOF FRAMING 503 962-2230 5015l36241802 NORTHSIDFDFSIGN.COM BLOCKING TO RAFTER(TOE NAILED) 2-5d 2-IOd EACH END NORTHSIDE19COMCAST.NET RIM BOARD TO RAFTER(END NAILED 2-I6d 3-I6d EACH END WALL FRAMING Ails R: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-Ibd 5-IW AT JOINTS STUD TO STUD(FACE NAILED) 2-16d 2-I6d 24'O.C.HEADER TO HEADER(FACE NAILED) 16d 16d 24.O.L.ALONG EDGES FLOOR FRAMING 1/2' COX SHEATH! CONTINUOUS HEADER JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-5d 4-IOd PER JOIST O MULTIPLE OPENINGS BLOCKING TO JOIST(TOE NAILED) 2-6d 2-10d EACH END / BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-Ibd 4-Ibd EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-I6d 4-I6d EACH JOIST \\� JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-I0d PER JOIST BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST BAND J015T TO SILL OR TOP PLATE(TOE NAILED) 2-I6D 3-16d PER FOOT NAIL Bd COMMON EXTEND HEADER NAILS O 3' O. TO KING STUD ROOF SHEATHING ptq WOOD STRUCTURAL PANELS HER "AIL TOP PLATERESIDENCE RAFTERS OR TRUSSES SPACED UP TO Ib'O.C. Bd 10d b• EDGE/6' FIELD 2- 5/8' ANCHOR BOLTS TO BT OF HDR. RAFTERS OR TRUSSES SPACED OVER 16'O.C. SolIOd 4' EDGE/6' FIELD w/ 3'x3' PLATE WASHER$ 2 ROWS Ibd NAILS GABLE ENDWALL RAKE OR RAKE TRU55 w/o GABLE OVERHANG 5d IOd 6' EDGE/6'FIELD @ 3' O.C. 200 CAPES TRAIL GABLE ENDWALL RAKE OR RAKE TRU55 w/STRUCTURAL 6d IOd 6' EDGE/6'FIELD OUTLOOKERS II OPENING BARN STABLE,MA. GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 6d 10d 4' EDGE/4'FIELD FOUNDATI `II 11 4. CEILING SHEATHING •'ii'. GYPSUM WALLBOARD Sd COOLERS - 7' EDGE/10'FIELD TITLE FRAMING TIE WALL SHEATHING DOWN DETAILS WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24.O.C. bd IOd 6' EDGE/12' FIELD AND'V FIBERBOARD PANELS 6d - 3' EDGE/6' FIELD SCALE:1/8"_ - 14'GYPSUM WALLBOARD 5d COOLERS - 7' EDGE/10' FIELD FLOOR SHEATHING C NARROW WALL BRACING ° ' 2 � WOOD STRUCTURAL PANELS C I'OR LESS Bd IOd b' EDGE/!• FIELD SCALE: N.T.S. PROJECT#: 7Z7 GREATER THAN I' IOd IGd 6' EDGE/6'FIELD - 19-12 DATE: O F Issued for Construction: 2/28/20 2/28/20 12 GENERAL NOTES • 1.ALL EXTERIOR WALLS SHALL - BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY MULTI 1 3/4"BEAMS ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR -- ANY ASSUMISSING OR INCORRECTES RESPONSIBILITY OR D ....^ ............................................................:......................................................................................_........................ D - DIMENSIONS NOT BROUGHT TO A.5 2 PIECES Pi 2 ROWS OF 16P NAIL5 0 12'O.C. THE ATTENTION OF THE I DESIGNER. GARAGE SLAB ON eRnoe - - 3 PIECES _ __ P 2 ROWS OF 1/2' DIAH BOLTS 0 12'O.C. ISIIY NO. REVISION DATE . 0 COPYRIGHT A NORTHSIDE HEREBY EXPRESSLY TYPICAL L V L I G L U L A M RESER ES ITS COMMON LAW COPY4444.25 " THESE PLANS ARE NOT TO BE TUBE STEEL r—— BOLTING/NAILING REPRODUCED,CHANGED OR 6POOSST(.TTTp.) (2PLUSHI ro P.T. Cawr01 UP�DLE. ———— COPIED IN ANY FORM OR MANNER _ - SCALE:J211=11-OBI WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN ` PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. n II 2r10 T. I 10 P.T. 11I II :CK 0 5TS I DECK O STS 4 BUILDER: I- 12 FLOOR tir6•P.T. I O'g .)6 _ F�T uP.DN. NORDY'S u FLOOR �`� musrxlx:nDx 6a 11 -Custom Builders- P.O.Box 121 04Mb.LSA M841 ()2sW T, I WI.SOB.386.2I Nerdy®Now sConsuutlbn.00m .................... .............N................................................................�.. ......................... C - IL Yimv.N,n on On.c4m sC BirutO III� ..... A.5 II 5c,PT DESIGNER: NORTHSEDE n 5 .5 5 I ...................................... pry�FGST UP�DN. �'^l1 DESIGN ASSOCIATES I � WID P.T. I~ 21r10 P.T.LEDGER DISTINCTIVE RESIDEMIAL&COMMERCIAL DESIGN 1 w(2)%'DIA. I w(2)W Du.. (2)2Y10 P.T. I BOLTS 10 O.C. BOLTS•16,O.C. 241MAINSTREEr•YARMOUTHPORT'MA02675 IL I (TTP.) FLUSH (50613623210 (SO61362A802 J. ( 4 -x• L FLUSH NORTHSIDEDESIGN.COM _ _ -. .� NORTMSIDEl®[OMCAST.NEy POST IIIUP STRUCTURAL ENGINEER:III wa TAYLOR 9) Yl JJOISTS 0 16• 111 JOISLXM TS 0 I6• L LC I O.C. TYP.)0 III O.CIST.(TYP.)0 L III,' III r '1 111 up: - T L9� 44 L 4tir.26• _ f�A1E/191 EEL - - SED -- - �, CHER € — — BEAM 9.1j' T� j 'DIA. T 4-15-4DIA. BEAMPOCKET LT I r T w CO MN UP off T POCKET E S I D E N C E 4.c FosT 1Nr 200 CAPES TRAIL uP — wr BARNSTABLE,MA. IIL- - lk — 2) 12 L_L FLUSH• I TITLE: 1-hlla• I IFysTAR , TAIR FIRST FLOOR I1 - FRAMING PLAN 11 STAIR SCALE: 1ST FLOOR FRAMING PLAN AS NOTED 61 T SCALE:A"= 11-0Ir PROE a10 JEECgT#: SHEET JOST (2)2s10 P.T. 1.7-I Z S. 1 DE I CK JOSTS FLUSH A B 646E P.T. DATE: OF As As PDgT UPI 2/28/20 1 2 Issued for Construction: 2/28/20 I nice s�7EEL POST GENERAL NOTES ISTEFL ON. 1.ALL EXTERIOR WALLS SHALL AM BE 2A®16"O.C.UNLESS OTHERWISE NOTED. �T• II 1DN. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS 4X43 rr I_d-..,5�LyL OTHERWISE NOTED. PED TTK STORAGE II CONTI'1WUg 3.CONTRACTOR SHALL VERIFY / 2 AT OPENINGS TIC FL. I I IOAD 90 PS F ALL VIANDOW PRIOR TOO DERINGROUGH WINDOWS. I O.C. 4.CONTRACTOR SHALL VERIFY III MULTI 1 3/4"BEAMS ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR D .... .I............................. ................:.......... ........................................................................... III......................... D _A ASSUMES RESPONSIBILITY FOR A.5 gI A.5 ANY MISSING OR INCORRECT 4.s POST � DIMENSIONS NOT BROUGHT TO 2ND FLOOR FRAMING PLAN UP TO RIDGE OPOSTN. DN. 2 PIECES 2 ROWS OF I6D NAILS 1 12.O.G. THE ATTENTION OF THEDESIGNER. I .SCALE:Ys"=1'-0" C G.FOR ATTK PULL DN. - (ADDER. g 96E PER _ III 3 PIECES o 2 ROWS OF 1/2' DIAM BOLT5 i 12'O.G. - W 1043 = __ NO. REVISION DATE —� STEEL BEAM BI .. oROPVEDPOS w m COPYRIGHT W 7p RIDGE DN.7 NORTHSIDE HEREBY EXPRESSLY FF RESERVES 4S'44.75 r 6 TYPICAL L V L/G L U L A M - COPYR GHTTS COMMON LAW TUBE STEEL r-- POST LANS ARE NOT TO -COL" I I�' BOLTING/NAILING REPRODUCED,CHANGED OR ,°�•xYsen��: - --�-r�a��, .� __ �y-�.;.,,z�,t� COPIED IN ANY FORM OR MANNER SCALE:Y2"=1'-0" WHATSOEVER WITHOUT FIRST �I I - )I-w-11-T6• III P097 f OBTAINING THE EXPRESS WRITTEN VL NDR. ON. PERMISSION AND CONSENT OF UP TO / 1 ED NORTHSIDE DESIGN ASSOCIATES. HEEADEERR _ DROPPED J09T 1 IL• u°y I I BUILDER: �E� i k• —6 BEAR(` III 6.6 P.T. L WALL III POST -Custom Builders- P.O.Box 121 perms.MA 02641 x ph.508.385.21105 III I � Noww®aMmmA ................................................................ ............................... ...................... wr N .5 - - II I A.5 A B p DESIGNER: NORTHSIDE li 6.6 P.T. DESIGN 1=11 ___ - III PDgT s) CONNECTIONS PER AISC ASSOCIATES or NOR. %• LVL DR. 41L POST, ff III DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN LIP TO III 141 MAIN STREET•YARMOUTHPORT•MA 02675 10 _ _ FLOOR JOIST, 15D6)362-2210 )506)362A802 —— c- - __ 51ZE5 VARY NORTHSIDEDESIGN.00M —— O• ac - - s POST NORTNSIDE1000MCASTMET DN.TO ON. yy STRUCTURAL ENGINEER: 31141 1 1sTs 16! ING2.2 d JOISTS•16' 2xB BOLTED TO TAYLOR D rTYP.)[• i ———-2ND.C.> NG FTTP.)Y FLAME ® SIGN L LC FL OR POST 3POSI DN. S JI UP/DN. S __ ————J -' BEAM SIZES VARY EL 1 -arx 1-%' 'I 91 I a --%• T L POST 4444.26• ENCASE STE POST ON. COLUMN DN. BEAM IN FIRE - ON. 1UP 3 RATED 5HEETROCK ME a r . ED Flat --STAIR: Ppg7 444416• s�EEL 3 11 ON OP'6; ON TUBE STEELFL M4 ; 4t16 POST H E R PDSS - = 6 T " coLurw W3. I1P/pl. •. - D E N C E \ UP TRAIL P BARN TABLE,M U A. -1-t:- \ ( BF4 RING If 2)1-a,SI v1 J'2. y TITLE 2FLI19H 1 O.C.rTYP.)Y _ _ 2xB BOLTED TO FLANGE SECOND FLOOR TAIR �/ -'�---€—y � - FRAMING PLAN a 111-k• 11 SCALE: ED 1 GARAGE : AS NOTED JOIST TO STL . BM . CONNECTION POST°N In—awFOR� —m POT SCALE: NOT TO SCALE rs)2.ro it, 16. III r3)2.b PROJECT#: SHEET P.T.HDR. P.T.NDR. DROPPED __ 7 DROPPED 19-12 S.2 1 6.6 P.T. 6.6 P.T. - DATE: OF POST POST A B A.5 A.5 Issued for Construction:'2/28/20 2/28/20 12 GENERAL NOTES I"POST 1.ALL EXTERIOR WALLS SHALL HE E (9-9®11-T6"LVL PosT BE 2x6®16"O.C.UNLESS HEADER "�' ON. ` OTHERWISE NOTED. ------- ---- ---- ---- ------- POST �T POST 2.ALL INTERIOR WALLS SHALL ' ON. ON. DN. BE 2x4 @ 16"O.C.UNLESS ' 0 k•otFrE3:s II OI MULTI 1 3/4"BEAMS OTHERWISE NOTED. 1 1 a S 1-y lMDR LVL -a, 3.CONTRACTOR SHALL VERIFY ° twrilHuq sue'• -- ALL WINDOW ROUGH OPENINGS i II el PRIOR TO ORDERING WINDOWS. i (z)I-4f�II- ° 2 PIECES 2 ROWS OF 16D NAILS O 12'O.C. 1 LVL RIDGE - 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 1 I olll a CONSTRUCTION.CONTRACTOR 1.1 Sri.SD, ■ -� ASSUMES RESPONSIBILITY FOR D ' '...............................SV.P.RI.A..A9Ci10E..... .................................................................E ......................... D ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO ° THE ATTENTION OF THE I I T ON. 3 PIECES vi 2 ROWS OF 1/2' I'1 2' DIA BOLTS O 12.O.C. DESIGNER. R IO( L �F Al A91 I N G PLAN " gTEEL BEAM I I II jllll I I DBL.R 7", u 11 WALLSRAFTERS 0 It g 1-"4.',II-WLVL _ TYPICAL LVL/GLULAM CUPOLACCWIN'O'S • BOLTING/NAILING ii NO. REVISION DATE 1 I u SCALE:Y"=1'-0" ° I 0 COPYRIGHT 1 ��)STRAPS II "III NORTHSIDE HEREBY EXPRESSLY POST RESERVES ITS COMMON LAW 1 I n DIC - COPYRIGHT. ' THESE PLANS ARE NOT TO BE - CUPOLA.a,�b ' ' ;; II ON.T ' COPIEDREPRODIN AND,CHANGED OR Y FORM OR MANNER NIPS 7%b - I POET E•F9 1L________________ ______ __ _____ ___________ - WHATSOEVER WITHOUT FIRST -- OBTAINING THE EXPRESS WRITTEN _---- POST PERMISSION AND CONSENT OF 4.16 POTDER ON.T I II ,L' "-�� III ON. NORTHSIDE DESIGN ASSOCIATES. LI I I (S)2.12 HEADER BUILDER: 1 --14111 1 4 2.8MISTSCFTER9 _-1 i u -_rT m DROPPED CUPOLA ROOF FRAMING 3Ts•Iv 1 NORDY'S or 1 1 11 11 ' 12:8 SCALE:y"= 1'-0" 6" i -,F21.D m1s.Ir:- 1 11 _J I �1 I bat P.T. 1 I P.O.Bea 121 Darmb.MA 028a1 III r 1 I Ph,508.385.2805 .. r 1 IEI I I NorCy®NerCyaOo abudbn.wm ( \/ IEI . ... l.,./....I I11 \J I I vmw.NorCycOonGrVCUon.com 4 ............................. A.5 �� -,V4%14• w A.5 A B 1 1 L L RIDGE__--I I II 1 1 '° i I i i DESIGNER: NORTHSIDE A.5 A.5 1 r - -- r-----I I I I 1 1 II II 1 1 I 1 ® DESIGN PO P.T. I 1 P1aT i i ASSOCIATES Li-- '1 I11 I 1 DISTINCTIVE RESIDENTIAL b COMMERDAI DESIGN I ' I I11 I I let MAIN STREET'YARMOUTNPORT•MA 02675 I 1 I (5081362-2110 ISOB13629802 _ NORTHSIDEDESIGN.COM -- --_ -_ -_ -_�_-_______________ - �y�r__F'R x�'d rf�e^�. ::�A-.FARm i' 'i l.'i GF_-_ -4s R.?F R=a¢•�'E F':HatiM�tF q�N!'a 1F I I NOBTHSIDES®COMCAST.NET 416 POST 12 8 2:B i N.TO i T i ❑ STRUCTURAL ENGINEER: �\ TAYLOR 1 1 7 RA _ >q_.._.F I I 21r10 RA um 1 I a"#2°8 CL6.: m a_,.._xaec n'cx: v. wl ' I I 4 E! COLLAR f I N LLC JOISTS•k• g ' FRA I j'C TIE! • •O. . 1 1 O" Pr •ATTIC FLOOR i I I I I ❑ BELOW FOR K PULL ON. 1 I x - �' LADDER.SIZE OP Y: i Y PER , ____________ ___ ___________i____________ __I ! _ _ _ _ I 1 ___ POST ON. 1 I I - I _ f., — — g .! IPOST V T 1 -7-1 ON.TO 12 -Y46• I - LVLDROPPED a MDR.orb POST 2 jlr-M 4]b POST _ - - E R ON.TO I ON.TO — I�1� I I E NICE HEADER HEADER - — ..4a6 orb POET 2 - I _ POST DN. s POST DH. — —� L '. _ - _ �, H�F.4DEOR I�r01P.Y W ; I D CAPES TRAIL L — — — (5, 1_ -- -' II I I L.RAFTERS — — — LVL FIUFAI W I POST BLOCKING BT. BARNSTABLE,MA. i A I DN.TO FTER9• e HEADER 1 — 7 i — _ TITLE: _ 4 ------------- ROOF ----------------------------------- FRAMING PLAN -- - - -- �• =- � -- -- -- � [ � i i � SCALE: ROOF PLAN AS NOTED y 4[L/ II Sties:a.=•.:.rc.� c�acvs: a r sn=+ac,oc>-..: •mac•.���a�awrs xi�ac mcc rm*..y • � SCALE:Ys" PROJECT#: SHEET (3)2,10 (3)W10 P.T.GDROPPED12 S.3 p. 19 -- - DATE: OF A B MST 2/28/20 12 A.5 A.5 Issued for Construction: 2/28/20 9 .��l.<r tiff C tL_,;,�? i SYSTEM DESIGN: ----• - - - - -- - _ LEGEND GARBAGE DISPOSER IS NOT ALLOWED SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR - 99- EXISTING CONTOUR PROPOSED 4 BEDROOM DWELLING PROVIDE MIN. 20" (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.DIAM. WATERTIGHT 1. DATUM IS NAVD 88 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE X 99•� EXIST. SPOT ELEV. DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS NOT AVAILABLE. / TOP FOUND. EL 149.5 FILTER FABRIC OVER STONE f USE A 440 GPD DESIGN FLOW , 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Exi 4 -[991- PROPOSED CONTOUR 141.0' MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 140.3 eon f9e•4� PROPOSED SPOT EL. PRECAST H-to NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 0 Vie' o / TH1 SEPTIC TANK: 440 GPD (2) = 880 �' RISERS (TYP.) THICKNESS REQUIRED BLOCKS OR TO BE AASHO H-LQ 2'0 PRECAST RISERS ...- 4"�SCH40 PVC TEST HOLE USE A 1500 GAL. SEPTIC TANK s• MIN. SUMP PIPES LEVEL 1ST 2' COMPONE TS H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. o a o 0 .� 12" MIN. INT. DIM. 4 (TYP.) 4' S o a Locus Ps; ENDS SIDES 138.33' NV EL. 137.5 2� SLOPE OF GROUND LEACHING: *145.0 10• ta• °� . ' , 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH �� e`et �yrt 1500 GAL H-10 ° ° ° ° ' °°°°°°°° 310 CMR 15.000 (TITLE 5.) Q e< 138.25 TEE TEE ®�®® aa�o o�®® �I® ® '°o°°o°°o°o° / SEPTIC TANK 1 38.0 SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD °°°°°°°° ®®®®®®®®®�� ®�®®®®®®�® °°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ° ° o ° °. ° ° ° ° ���®®®®®® ® ®®0®�®�®®®® '°°°°°°°° BE USED FOR LOT LINE STAKING OR ANY OTHER r GAS BAFFLE ..: o 0 0^0 0_ o 0 0 0 0 0 0 0 o G� ms ACME OR EQUAL ° �- ^ FOR LEJELNESS " 1100000000 0®����®®®®® ®®®®®®®®��® o 0 0 0 f ° ° ° ° ° ° WATERTGHT D BOX o °°°°°°°° °°°°°°°° / c UTILITY POLE a' LIQ. LEVEL 0 0 0 0 0 0 ° ° ° ° o FIRE HYDRANT BOTTOM 33.5 x 12.83 (.74) = 318 GPD ° ° ° ° °°°o°°°° a �" 137.77 137.6 ° ° ° ° 00000000° ° 135.5 PURPOSE. % NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING TOTAL: 615 S.F. 455 GPD0 0'0 o c`o o"o'o`o 0 0 000 0';`o'° o'o<< 8: PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. \ / • o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°D0o00*00°0n*0^0^00o000o00°oro0�0n0°ogo000000. H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED 9: COMPONENTS NOT TO BE BACKFILLED OR CONCEALED / \USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ALL AROUND PRECAST STRUCTURES \ WITH 4' STONE ALL AROUND 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND \ *THE INSTALLER SHALL VERIFY THE COMPACTION. (15.221 [2]) PERMISSION OBTAINED FROM BOARD OF HEALTH. LOCATIONS OF ALL UTILITIES AND ALL 10. CONTRACTOR.SHALL BE RESPONSIBLE FOR CALLING BUILDING SEWER OUTLETS AND DIGSAFE (1-888-344-7233) AND VERIFYING THE ELEVATIONS PRIOR TO INSTALLING ANY MA (15.7y, SLOPE) ( 1 % SLOPE) ( 1 7. SLOPE) LOCATIONPRIOR TO OF ALL COMMENCEMENT UNDERGROUND WORK.OVERHEAD UTILITIES LOCUS MAP PORTION OF SEPTIC SYSTEM APPROVED DATE BOARD OF HEALTH 130.5 BOTTOM TH-1 , - FOUNDATION 43' SEPTIC TANK 33� D' BOX 12 LEACHING NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1 =2000 t FACILITY REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 68 PARCEL 8-6 I I �144 I LEACHING FACILITY.I / LOCUS IS WITHIN FEMA FLOOD ZONE X I �1EXISTING \ (AREA OF MINIMAL FLOOD HAZARD) AS WELL I O ZONING SUMMARY SHOWN ON COMMUNITY PANEL #25001 CO533J I 148 O DATED 7/16/2014 ' I o 1 ZONING DISTRICT: RF DISTRICT REQUIRED: PROPOSED: OWNER OF RECORD o I MIN. LOT SIZE 87,120 S.F. 46,196±S.F. MIN. LOT FRONTAGE• 150' 178.52' 10 0 '� � I � MIN. FRONT SETBACK 30' 186.6' PAUL J. BOUCHER AND M. JEAN BOUCHER / / 63• � \ MIN. SIDE SETBACK � 15' 16.0' 48 BENTWOOD WAY S 30`30'F / \ MIN. REAR SETBACK 15' 20.0' GRANITE BAY, CA 95746 MAX. BUILDING HEIGHT 30' 19.2' 76)S' \ / SITE IS LOCATED WITHIN THE RESOURCE REFERENCES , / �`0 ` #11 DESIRES LANE PROTECTION OVERLAY DISTRICT _ DEED BOOK 12077 PAGE 293 PROPOSED [148.1] � 'moo SITE IS LOCATED WITHIN THE AQUIFER PLAN BOOK 544 PAGE 27 (LOT 5, CAPES TRAIL) / GARAGE 1 / \ PROTECTION OVERLAY DISTRICT SLAB EL. TEST HOLE LOGS \ PROPOSED 148.5 / DECK o ? �. ( 1 ENGINEER: DANIEL E. GONSALVES, SE #13587 148 WITNESS: DAVID STANTON, RS /� 1 O�V� WALKWAY �� DATE: 6/25/19 \ \ I EXISTING SEPTIC ,gg 0 OPOSED DWELLIN Q �� PER DESIGN PLAN < 2 MIN INCH #210 �O TOP OF LOJ�IA/ I PERC. RATE = / I FOUNDAT ON=149.5 46,196 S. I 19-54 ,196fS. BA M 4N 5 48 W � PROPO ED � CLASS SOILS P# / 150.0' [1 '1] � WELL ° I \ / a ELEV. ELEV. ELEV. ELEV. 6 / Off- _ 142.5 p 143.0 p" 146.0 p" 147.0 A� \ RE IN LOW PO T A8 / O/A O/A LS LS FILL FILL 139.0 O q / ,.� o �k I 4„ 10YR 2/2 6„ 10YR 2/2 24" 32" E E A A EXIS G SEPTIC \ �� Q� � / MS MS LS LS PER IE CARD / \ \ ` '�`' - �`L00 „ 1OYR 4/2 1419' 1OYR 4/2 10YR 3/2 , 1OYR 3/2 7 . p 1 142.2 30pp 143.5 36 144.0 IN./ \\ \ `y'K 'sc, B B B B tlbo LS LS LS LS � N 5' Mov F UNSUITABLE SOIL REQUIR D \ \1 � `1k�� / J �ry \ 1 OYR 5/6 138 2, „ 1 OYR 5/6 139.0' " 1 OYR 5/6 141.0' ,s 1 OYR 5/6 141.8' AROUND PERIM OF LEACHING FACILI / 52 48 60 62 DOWN TO SUITABLE OIL LAYER. REPLACE 1 p0 � / hb 158 WITH CLEAN MED. SA TO MEET q RE'S SPECIFICATIONS OF 310 C 11'�255(3) �Fq F'Q .� / �� �� / PERC PERC �a 1 MS MS M/FS M/FS 2.5Y 7/3 2.5Y 7/3 2.5Y 6/4 2.5Y 6/4 �TH2/ 0 Al \ 'j6 R 32 144" 130.5' 144" 131.0' 132" 135.0' 132" 136.0' N \ �2a� 01 'g6 TH3 V� 138 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED TH4 (A TITLL S � TE PLAN 146 / 14� 0 F 11501 #200 CAPES TRAIL \ N ° / Nh° - 1h WEST BARNSTABLE, MA cn �,� \ 56 uTILI�� o � � � ` 1 PREPARED FOR op 54 1 PAUL BOUCHER s• so \ DATE: JANUARY 14, 2020 152 3S 7 23'' REV: FEBRUARY 5, 2020 4' EXI NG SE P REV: MARCH 10, 2020 (ZONING SUMMARY) P R DESI PLAN Scale: 1"= 20' Ia+ g� 1t� mm \ZN OF M � T ' #186 ', q S N OF Mqs • 7 BENCHMARK: � � y ,� y CEMENT BOUND 1g6 S° \ o DANIEL q�G� /�r� CANIELA9c�s 0 10 20 30 40 SO FEET ° JA 152.95' NAVD88 ���754 CIVIL 0 �- I i�` OJAt� Cn1=} I� v N R 0 h I EXI TING WELL I ° No.4U880 No. 46502 off 508-362-4541 � flop SSNo�e �\�,o�p�o�STE��a fax 508-362-9880 I CQ �4�Og VF-�� FSS�Ut downcaP����� I � I � S'k= _ i • • • e.com UR down cape eagiaeeriag, iac. SCANNED 156 I � O h� 154 ,� 0 k ` civil engineers land surveyors APR 0 3 2020 \ 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675