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HomeMy WebLinkAbout0316 BUCKSKIN PATH .M o u E . a e " Town of Barnstable Building Department Brian Florence, CB MUST' COMPLY WITH HOME OCCUPATION- Building Commissioner., RULES AND REGULATIONS, FAILURE TO 200 Main Street,Hyannis, MA 026GVMQI.Y MAY RESULT IN FINES, "www.town.bamstablem a..ns Pre-application for Business Certificate ^ Date a ho Map LPL Pail I ago Applicant Information licants Name f� I Applicants Address. V C V-S .l N Y I� FinalAddress ,17�` l �" Co-✓Vl ' p G Telephone Number 7 7 4 �'3 t ' I Listed E Unlisted ❑ Business information New Business? - Yes No Business is aregistered corporation? ------, . ----------------. Yes If Yes Name of Corporation Does business operate under the registemd corporate name? ,Yes 2�0 Is the business a sole proprietorship or home occupation? -__-___-_ lJ No If yes then a Home Occupation Registration is reqfied-See Building Division Staff Name ofBusiness 26-T- Business Addmss 3 16 B U C-K5 IG{e.1 A-- " t CF�711-,/Z V i 1.L�— MA 'Z- Type ofBusiaess lding.Commis 'Dner Office Use Only � pp__ Condi do d2'1 n e V'T)a n S A )A `, Building Commissioner �rDate, d,(D 6 Clerk Office Use Only t Town of Barnstabl �UST COMPLY WITH HOME OCCUPATION ULES AND REGULATIONS. -FAILURE TO Building Department COMPLY MAY RESULT IN FINES. °Fs rO�ry Brian Florence,CEO Building Commissioner URNSTAaL,E, 200 Main Street,Hyannis,MA 02601 MARS. 9Q� 019. ��� www.town.barnstable.ma.us Office: 508-862-4038'- Fax: 508-790-6230 Approved: Fee: Permit#: HOME OCCUPATION RMSTR.ATION Date: c� 016 D Name: N - Phone#: ^7 7 4 ��j l 1 Address: �j 6 (3 U C 1�S l�t !Q � Village: ' &J I-eg V 1 L l,�— Name of Business: Type of Business: \S k -i Q%J Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation' within single family dwellings,subject to the provisions of Section 4-1 A of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no.increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes, • The use does not involve the production of offensive noise,vibration,smoke,dust oT other particular .matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or,flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home'Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant: Date: Homeoc.doc Rev.10/17 I - 2 , 1 - `-r vJ l S :1+ Fps v✓i A- �is� � � �� i ►��S S .�--� �,� ,�� c� c � ���-`r� . S � t G Ti42- LLIP, AAA./ 6 a 13 z v\i r� 'W ) 1 W� k Lsn AT Cl- a i vj L -To S-Tt ozz V -TD b 0 t o T��S a� q� K� All � S Ta-45 vi L . S i t Q--� wav es 9 �� N RICHIE'S INSULATION INC. 111 OLD BEDFORD ROAD WESTPORT, MA 02790 508-678-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOWING JOB: ADDRESS: 11'6 BUCKSKIN�PATH;zZi TOWN: CENTERVILLE, MA CONTRACTOR'S NAME: DEAN STANLEY CONTRACTOR'S ADDRESS: 359 CAPTAIN LIJAH RD, CENTERVILLE, MA 02632 CONTRACTOR'S TELEPHONE NUMBER: 508-737-0996 THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: ICYNENE TYPE: PRO SEAL LE/CLASSIC LDC 50 THERMAL CONDUCTIVITY PER INCH: 7 PER INCH/3.7 PER INCH AREA THICKNESS R VALUE CATHEDRAL 2"/7" R-14/R-26 ROOFLINE WALLS STAIRWELL BASEMENT CEILING GARAGE CEILING G.H.WALL CRAWL OVERHANG CATHEDRAL WALL CATHEDRAL CEIL FOUNDATION WALL BLOCK/RUNN. SLOPES P/V THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY PHONE NUMBER. INSTALLER: ERIC JOHNSON RICHIE'S INSULATION INC. Town of Barnstable BUilCli Ong oshThis Card So,.That it;is,Uis�ble From tte Street App,rkoved;Qlans:Must be;Reta�ne`d.on Job and this Card Masi.be Kept `, eaxxcwru c T; z 3 M �Postec!UtIIFIna Inspection Has Ben Made r,.bss� Permit Where a Certificate ofO,ccupancy Is Required,such�Bwldmg shall Not be Occupied until a Final lnspe�onhas been made Permit NO. B-20-406 Applicant Name: Neal Holmgren Approvals Date Issued: 02/13/2020 Current Use: Structure Permit Type:'Building-Solar Panel-Residential Expiration Date: 08/13/2020 Foundation: Location: 316 BUCKSKIN PATH,CENTERVILLE Map/Lot: 191-126 Zoning District: RC Sheathing: Owner on Record: DAY,ANTHONY N&REBEKAH I ' Contractor Name ' Solar Rising iLC Framing: 1 Address: 316 BUCKSKIN PATH CoritractormLicense; 175578 2 i, CENTERVILLE, MA 02632 ,-: '• Est Project Cost: $.30,420.00 Chimney: Description: Installation of 26 Solaria 360 watt modules to'be flush mounted on Permit Fee: $205.14 Insulation: existing roof plane.9.36kW g Fee Paid $205.14 � � Fin al: Project Review Req: Date u ' 2/13/2020 Plumbing/Gas . Rough Plumbing: ui rn iaa This permit shall be deemed abandoned and invalid unless the work authorized bygthis permit is commenced witfiin six months after issuan�. 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 orroad and shall be maintained open for public inspection for the entire duration of the ,j t final Gas: work until the completion of the same. Y'� AN MW , 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: r 1.Foundation or Footing . F .A Service: 2.Sheathing Inspection k- i Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lirnng istnstalled a 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 Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: h approved h f construction.Work shall not proceed until the Inspector as a o ed the various stages o co p p pp g Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Ohs��� °F`"Elm Town of Barnstable RARNST,BLE. Building Department-200 Main Street $ Hyannis, MA 02601 AIFOAna'�° Tel. (508) 862-4038 Certificate Of Occupancy i Permit:Number: B-19-2148 CO Issue Date: '1/9/2020 Parcel ID: 191-126 Zoning Classification: RC Location: 316 BUCKSKIN PATH, CENTERVILLE Proposed Use: Name of Tenant: _ Sprinklers Provided: Gen Contractor: DEAN F STANLEY Permit Type: Residential-Single Family .Type of Construction: Design Occupant Load: 0 Comments: FAMILY APARTMENT-ONE BEDROOM Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 9th Edition ' Town of Barnstable a ,. Building POSt This Card So That itis U�s�b1eFrom;the Street ,A roved,Plans,Mus me. on Job and this CardMust`be Kept �r �ArAS57CABL4E`�, pp� -.,. ��' M^ PostedUnt�l,Final•Inspect�on Has;:Been Madeh � ; � ' � i t. . . .:., g E Fa ° Whera Cert�ficate:of�Occu ancis:Re utred;fsuch Buildm ;shall Notbe:Occypied=u,ntihaF,inai Ins',pect�on°hasbeenrnade Permit . .. >a.,, _-, ,a,. - .. "n ,a ;, ;�.,8, � ...Q ;k� ,.a ,?.sm.a., v ga,.,d.':.-'at. •a.at+. . _ R ,'�` ; ,2r 2a.: _. 's gym. �'4'77.ems.:,:ate`.�.r w•:G,£.z .� 6£> , Permit No. B-19-2148 Applicant Name: DEAN;STANLEY Approvals ur o r7. Date Issued: 07/26/2019 Current Use: Struct 3f8� 4 --� Permit Type: Building-Family Apartment with Construction Expiration Date: 01/26/2020 Foundation: �.A, Location: 316 BUCKSKIN PATH,CENTERVILLE Map/Lot: 191-126 Zoning District: RC Sheathing: +. Owner on Record: DAY,ANTHONY N&REBEKAH 1 Conractor Name DEAN F STANLEY Framing: Address: 316 BUCKSKIN PATH Contractor,,,__ rise: CS-035037 2 CENTERVILLE, MA 02632 f' . Est Project Cost: $200,000.00 Chimney: Description: Build 900 sf addition for in law apartment with dro beom, bath, Permit Fee: $1,095.00 Insulation: living room and kitchen.Change second floor'b edroom four to 5 ft x //1/�1 q cased opening to remove existing bedroom statis Enlarge existing Fee Paid. S 1,095.00 garage to two bays and closets to existing mudroom. New Date.;° 7/26/2019 Final: mahogany landing and stone patrio. r ,m,. � t ,tiy ,f,y — Main House:Anthony Day Plumbing/Gas �: , { /L Apt:Anthony Day Sr.and Rebekah Day Rough Plumbing: Building Official Project Review Req: SMOKE DETECTOR UPGRADE REQUIRED NO LOCKING DOORS " Final Plumbing: 0 12,0 ALLOWED BETWEEN ADDITION AND REMAINING PORTIONS Rough Gas: �av �� IG OF SINGLE FAMILY HOME Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within sik months�afterissuance. 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 incompliance with the local zon rig by laws.and codes. Electrical This permitshall'be displayed in a location clearly visible from access street or road and shall be'rnamta'med open fob public inspection for the entire duration of the work until the completion of the same.` Service; The Certificate of Occupancy will not be issued until all applicable signatures by`the Building '`prov and Fire,O,fflcialsareided on this permit. Rough: Minimum of.Five Call Inspections Required for All Construction Work: Final: 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Health 7.Final Inspection before OccupancyLr r 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. Fire Departm nt t;0 t7r! //-71 Final: M GL c.142A). "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in �_ Town ofBarns_t_abl 1 e ° i Post This Card So That rt is Visible From the Street-Apprng oved:Plans Must be Retained on`Job and this Card Must be Kept e Posted Until Final'InspectionHas:Been Made.,,- �; ;_ t °. . Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a=Final Inspection has beerrmade.;, i er lt Permit NO. B-19-2148 Applicant Name: DEAN STANLEY Approvals Date Issued: 07/26/2019 Current Use: Structure_ _� /�9 Rate.-'— Permit Type: Building- Family Apartment with Construction Expiration Date: 01/26/2020 Foundation:e, Location: 316 BUCKSKIN PATH,CENTERVILLE Map/Lot: 191-126 Zoning District: RC Sheathing: Owner on Record: DAY,ANTHONY N & REBEKAH 1 g: /B Contractor Name.'--.,DEAN F STANLEY Framing: � { Address: 316 BUCKSKIN PATH Contractor License: CS Q35037 2 CENTERVILLE, MA 02632 �� ' --- isf. Project Cost: $200,000.00 Chimney: Description: Build 900 sf addition for in law apartment with'bedroom, bath, q Permit Fee: $ 1,095.00 / t ) Insulation: living room and kitchen. Change second floor bedroomfoor to 5'ft l +' -.Fee Paid:- $ 1.095.00 cased opening to remove existing bedroom static. Enlarge existing p g g Final: Date: F 7/26/2019 garage to two bays and closets to existing mu room. New - mahogany landing and stone patrio. p Main House:Anthony Day y Plumbing/Gas Apt:Anthony Day Sr. and Rebekah Day Rough Plumbing: Building Official Final Plumbing: Project Review Req: SMOKE DETECTOR UPGRADE REQUIRED.NO LOCKING DOORS ALLOWED BETWEEN ADDITION AND REMAINING PORTIONS Rough Gas: OF SINGLE FAMILY HOME, i This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within siic monthsafter issuance. Final Gas: All work authorized by this permit shall conform to the approved application and theapproved 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. Electrical 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. Service: 4 Rough: The Certificate of Occupancy will not be issued until all applicable signatures.by the Building and Fi[e.Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Final: 1:Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Health 7..Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. NI.ork shall not proceed until the Inspector has approved the various stages of construction. Fire Department Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). THE Application Number............ ......�..!..- .................. s + * sARNSPABI.�, * ��yy MASS. Permit Fee... ..........Other Fee........................ . s639. � Total Fee Paid.......:....................................... TOWN OF BARNSTABLE Permit Approval by....: on...7.1�?-4 .l.9...... BUILDING PERMIT q r/ 2 fMap........�.. ..4......................Parcel........... ........................... APPLICATION Section 1 — Owner's Information and Project Location i Project Address c, Village Owners Name - Ri�\,o t-.\, A Owners Legal Address � Co R)jCk (1 �5 `l h x\ C`-eK le- city �` �e �s.�e�U�\�� � State Zip t>aG,�)a Owners Cell# E-mail NNO Section 2—Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet Commercial Structure under 35,000 cubic feet N ❑ Single/Two Family Dwelling k Section 3—Type of Permit N 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 0 Insulation Other—Specify Section 4 - Work Description qq U�� 3O '� ko Qe - An%' sv' nne \ o w.` vN a Sd ,lc.\'o o cv Last updated 11/15/2018 Application Number.................................................... Section 5—Detail Cost of Proposed Construction,:),6o pdo Square Footage of Project Age of Structure '3d y Dig Safe Number 6 66,a #Of Bedrooms Existing "3 Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method '[J" MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage Smoke Detectors Plumbing Gas ❑ Fire Suppression s . r 5 Heating System b ❑ Masonry Chimney . IgAdd/relocate bedroom Water Supply ®. Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: J-op%gM y-,Z\� I am using a crane ❑ Yes �L No Section 7—Flood Zone Flood Zone Designation ' A Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information nn Zoning District Proposed UsdS. Lot Area Sq. Ft. Total Frontage \0Q) Percentage of Lot Coverage # of Dwelling Units (on site)�6 Setbacks 'Front Yard Required Proposed o� Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from'the Zoning Board in the past? ❑ Yes No Last updated. 11/15/2018 Town of Barnstable ' t Building De artmer 2 2 g P P k 3.d.17� P��.6 3 0350446 Brian Florence,CBS 07-25-2019 & O1. _ 41 p M 63 1 rwrxsreere• � g Building Commissioner 6;y ♦0 p�(a 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR FAMILY APARTMENT We Anthony Day and Rebekah Day, the undersigned, being the owners of property situated at 316 Buckskin Path,Centerville,MA holding title under a deed recorded with the Barnstable County Registry of Deeds in Book 25047, Page 201, being shown on Assessors' Map 191 as Parcel 126,hereby agree, certify, warrant and represent to the Town of Barnstable that the accessory attached apartment,which contains living quarters,is intended for use as a family apartment,for year-round occupancy. This unit shall be used for a"Family Apartment" (as defined in Zoning Ordinances) which would require compliance with the Family Apartment Rules and Regulations. The family apartment unit must be'occupied only by the property owner or a member(s)of the property owner's family as accessory to an owner-occupied single-family residence. Occupants of Main Residence: Anthony and Rebekah Day Relationship to Owner: owners Residents of Family Apartment: Anthony Day Sr. and Sandra Day Relationship to Owner: Parents This`unit shall not be rented as an apartment or as a single room, or in any fashion,which rental would be a violation of the Town of Barnstable's rules, regulations, and zoning ordinances. Prior to occupancy of this unit, affidavits reciting the names of occupants are to be recorded with the building department. This agreement shall be updated whenever a change occurs or every calendar year. This Agreement shall be duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this 1�5_4 day of jjill U 20_ TOWN OF BARNSTABLE: OWNERS: r— ntho y D y Brian Florence,C O h 1.Day. Building Commissioner f E y ' THE COMMONWEALTH OF MASSACHUSETT BARNSTABLE COUNTY,SS Date rfs v.O �•'r Then personally appeared the above-named (owner), `7'/I,� ! j i Z: ul made oath as to the truth of the foregoing instrument,before me. •. Notary Pub ' s' ���5� My Commission Expire ¢.�, SUSAN L. At4l.9y Notary Pubil ' COMMONWEALTH Of MASSACHUSETTS gsample My Commlaslon Expires BARNSTABLE REGISTRY OF DEEDS January 22, 2o2r John F. Meade, Register P: Application Number........................................... Section 9= Construction Supervisor Name - ti`e Telephone Number Address=� C _� , _City C %,v State A.455 Zip o Q-63 19 License Numbera36©3 License Type C :5 Expiration Date Contractors Email Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentati aryfed by 780 d e Town of Barnstable.Attach a copy of your license. Signature Date QD Section 10—Home Improvement Contractor Name_� o� `�C _ q�r-1 1,e�1 Telephone Number 15 a S' i( Address R�\ City C,e A aV State SS Zip Registration Number 3a\'AO� Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and "* documentatio =e Town of Barnstable.Attach a copy of your H.I.C... Signature Date` 1 C( Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature Date�(k4a 1 Print Name A>�� • +�t�cl�. Telephone Number' -� c p S�6 �4 0� �CoG E-mail permit to: QS`�A 1�1�S�l� A-�� Last updated: 11/15/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑\ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval, Section 13— Owner's Authorization as Owner of the subject property hereby ICI � authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of j ob) Signature of Owner date Print Name w rl; Last updated. 11/15/2018 DATE(M A ® MIDD/YYY1� CCORV kh� CERTIFICATE OF LIABILITY INSURANCE 10-is-zols 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 pollcy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: SG&D INSURANCE AGCY LL PHONE FAX 540 MAIN ST STE 9 A/c No Ext: A/C No); HYANNIS,MA 02601 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:=EARS PROPERTY CASUALTY COMPANY OF INSURED INSURER B: DEAN F STANLEY BUILDING INSURER C: CONTRACTORINC 359 CAPT LIJAHS ROAD INSURER D: CENTERVILLE,MA 02632 INSURER E: INSURER F COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY NUMBER p�jyUp Y EFF POLICY EXP LIMITS LTR INSD WVD D/YYY11) MMID COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE❑ OCCUR DAMAGE TO RENTED $ PREMISE S i MED EXP(Any one person) PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑ PRO- ❑ LOC PRODUCTS-COMP/OP AGG $ JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMB $ ANY AUTO OWNED SCHEDULED BODILY INJURY(Per person) $ AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED AUTOS ONLY AUTOS ONLY OP TY AMAGE $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N I STATUTE ER ANYPROPRIETOR/PARTNER/ N/A E.L.EACH ACCIDENT $ EXECUTIVE OFFICERIMEMBER ® 7PJU6 10-08 2018 10-08-2019 $100,000 EXCLUDED? E.L.DISEASE-EA (Mandatory in NH) 2E498575 EMPLOYEE $$500,000 It yes,describe under E.L.DISEASE-POLICY $$100,000 DESCRIPTION OF OPERATIONS below LIMIT DESCRIPTION OF OPERATIONS/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 ENDORSEMENT WC 20 03 06 B, NO AUTHORIZATION IS GIVEN TO PAY CLAIMS FOR BENEFITS IN ANY STATE OTHER THAN MA IF THE INSURED HIRES,OR HAS HIRED,EMPLOYEES OUTSIDE OF MA.THIS POLICY DOES NOT PROVIDE COVERAGE FOR ANY STATE OTHER THAN MA. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 200 Main St_ BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE Hyannis,MA 02601 DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE .,,�. ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents Ofj ce of Investigations 600 Washington Street Boston,MA 02111 www mass gov1i a Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print L •b Name(Business/Organization/Individual)' Address: QAQI1'� ►�\ City/State/Zip: l^�r,� ���\�. . Phone#:Are you you an employer?Check the appropriate box: project 4. I am general contractor and I �a ofJectr p (required): �ui�• 1.[3,1 am a employer with-- voZ a g 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling -ship and have no employees These sub-contractors have+ g• ❑Demolition working for mein any capacity. employees and have workers' 9. El Building addition [No workers' comp.insurance comp.insurance.: required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.El am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hue outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contlactms have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: ''� Q IV 1�) UV_Lkck QS Ts Expiration Date: \ ® Vo _ `11 1 Job Site Address: _2 k Co Qw c\yz Y,Q�R tN City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby under d penalties of perjury that the information pro d ab a is true and correct: signature: 31 Date• " Phone# S®�- old —511-t co�P OyTicial use only. Do not write in this area,to be completed by city or town of lciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.EIectrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person hi the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required" Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLQ or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation ins mmee. If an LLC.or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)"A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would hike to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The COMMOnwealth of Massachusetts Department ofindusftW Accidents Office of Investigations 600 Washington.Shmt Boston,MA 02111 Tel.#617 727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.nim.gov/dia b ` Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Individual Registration Expiration 132149 11/27/2020 DEAN F.STAKEY r DEAN F.STANLEY 359 CAPT.LIJAH CENTERVILLE,MA 02632 Undersecretary;': Commonwealth of Massachusetts r I +J Division of Professional Licensure Board of Building Regulations and Standards Constru&t on S64>g visor- CS-035037 �''~` . Ej ires: 01/19/2020 , 4# J DEAN F STANLEY 359 CAPTAIN'EIJAH CENTERVILLE MA 02632 >` . J�y+—'_ Commissioner F REScheck Software Version 4.6.4 Compliance Certificate Project. Day Addition Energy Code: 2015 IECC Location: Centerville(Barnstable), Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 316 Buckskin Path Nick:Lagadinos Sandbox Design Studio Centerville Lagadinos Building and Design Inc. P.O. Box 65 Centerville,MA 02632 13 Thankful I Lane Sandwich, MA 02563 Cotuit, MA 02635 508-428-4097 lagcon@capecod.net Compliance: 2.7%Better Than Code Maximum UA: 148 Your ILIA: 144 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 ross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 405 38.0 0.0 0.030 12 Ceiling 2: Cathedral Ceiling 495 38.0 0.0 0.027 13 Wall 1: Wood Frame, 16" o.c. 960 21.0 0.0 0.057 47 Window 1:Wood Frame:Double Pane with Low-E 81 0.300 24 Door 1: Glass 60 0.300 18 Floor 1:All-Wood JoistfTruss:Over Unconditioned Space 900 30.0 0.0 0.033 30 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Day Addition Report date: 07/01/19 Data filename: Untitled.rck Page 1 of 9 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% 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, p " Plans Verified Field Verified # Pre-Inspection/Plan Review Complies? Comments/Assumptions & Req.ID Value Value 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 idocumentation demonstrate ❑Does Not [PRl]1 energy code compliance for the ;building envelope.Thermal ❑Not Observable lenvelope 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 iSystems serving multiple ❑Not Applicable_ ; dwelling units must demonstrate ;compliance with the IECC ;Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 Isized per ACCA Manual S based Btu/hr I Btu/hr I❑ Does Not 2.... ) [NR2}, > on loads calculated per ACCA p 9 Coolin � Cooling: Not Observable. Manual J or other methods Btu/hr Btu/hr t❑ ;❑Not Applicable "approved by the code official. ; Additional Comments/Assumptions: ------------- 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Day Addition Report date: 07/01/19 Data filename: Untitled.rck Page 2 of 9 :-Section _- ro # Foundation Inspection Complies?� f Comments/Assumptions,= A- 1& R eg91D 303:2.1 A protective covering is installed to ❑Complies ;Exception: Requirement is not applicable. [F011]z 1 protect exposed exterior insulation :❑Does Not .. and extends a minimum of 6 in. below J- ,❑Not Observable; Egrade. ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ; [FO12]2 installed. T Does Not �4 '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Day Addition Report date: 07/01/19 Data filename: Untitled.rck Page 3 of 9 „ r Section h Plans Verified Field Verified # . Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID Value Value g a .� 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, ❑Not Observable 402.3.6, 402.5 ! ;❑Not Applicable [FR211 ; 303.1.3 i U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or Not Observable , !taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's ❑Does Not ;instructions. :Location on plans/spec: ❑Not Observable Cross section ' ❑Not Applicable 402.4.3 !Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not lAAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ' or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm , !leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 !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 ith >= ; e building insulated R-6 for 9 !diameter>= 3 inches and R-4.2 lfor< 3 inches in diameter. 403,3.3.5 !Building cavities are not used as ❑Complies ; [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 a HVAC piping conveying fluids R R ;❑Complies [FR17]z above 105°F or chilled fluids UDoes Not ?below 55°F are insulated to>_R- ; a 3 ; ;❑Not Observable t❑Not Applicable 403.4.1 !Protection of insulation on HVAC ❑Complies ; [FR2411 ;piping. -]Does Not ❑Not Observable []Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 >R-3. ❑Does Not , ;❑Not Observable ❑Not Applicable 403.6 'Automatic or gravity dampers are IE]Complies ;Requirement will be met. [FR19]z installed on all outdoor air ❑Does Not intakes and exhausts. f ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 : Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Day Addition Report date: 07/01/19 Data filename: Untitled.rck Page 4 of 9 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Day Addition Report date: 07/01/19 Data filename: Untitled.rck Page 5 of 9 Section Plans Verified'. Field Verified 4 # Insulation Inspection' Value' Value Complies? Comments/Assumptions � &:Req.ID . 303.1' All installed insulation is labeled ❑Complies :Requirement will be met. [IN13]2 )or the installed R-values ❑Does Not provided: !. ❑Not Observable , { ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 I ;❑ Wood ❑ Wood UDoes Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ' :❑Not Observable i !❑Not Applicable 303.2, !,Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 (manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ;Location on plans/spec:. ❑Not Observable underside of the subfloor, or floor ;cross section ;framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing,or continuous i insulation is installed on the underside of floor framing and 'extends from the bottom to the (top of all perimeter floor framing members. 402.1.1, 'Wall insulation R-value. If this is a, R- ; R- ;❑Complies ;See the Envelope Assemblies /z 402.2.5, I mass wall with at least' of the ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.6 'wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation ; requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable ; 303.2 ;Wall insulation is installed per p' q❑Com lies ;:Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable Location on plans/spec: :cross section ❑Not Applicable Additional Comments/Assumptions: I • 1 High Impact(Tier 1) `2 Medium Impact(Tier 2) 13'1 Low Impact(Tier 3) Project Title: Day Addition Report date: 07/01/19 Data filename: Untitled.rck Page 6 of 9 I Section �i,4. - — - Plans Verified Oiel Va rified p Final Inspection Provisions Com lies? Comments/Assumptions &Req.ID ti [ Value; 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.11 ❑ Wood ;❑ `Hood ;❑Does Not :table for values. 402.2.2, ; ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [FI1]1 i ;❑Not Applicable: 303.1.1.1,;Ceiling insulation installed per ]� i ❑Complies ;Requirement will be met. 303.2 imanufacturer's instructions. t ❑Does Not r � �'+ - [F12]1 ;Blown insulation marked every ` ❑Not Observable ;Location on plans/spec: 300 ft2. :cross section ❑Not Applicable ; 402.2.3Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]2 ]insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that `y Location on plans/spec: extends over insulation. ❑Not Observable ' S ❑Not Applicable cross section 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 '.insulation >_R-value of the :❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 ; NCH'S0 =_ ;❑Complies ;Requirement will be met. [F117]1 iach in Climate Zones 1-2, and ❑Does Not 1 <=3 ach in Climate Zones 3-8. '❑Not Observable ❑Not Applicable 403.2.3 :Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ; [F14]1 ;cfm/100 ft2 across the system or ft2 ?2 ;❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable ' handler @ 25 Pa. For rough-in (tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 :determine air leakage with ft2 -t2 j❑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 I hest. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch w.g.across the entire system , including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated 4 1 ❑Complies ' [FI24]1 by manufacturer at<=2%of _ a ❑Does Not ;design air flow. t ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats Re t"" ❑Complies [F10]2 installed for control of primary f "❑Does Not heating and cooling systems and -]Not Observable initially set by manufacturer toi (code specifications. '. ❑Not Applicable 403.1.2 4 Heat pump thermostat installed ❑Complies [FI10]2" `on heat pumps. @ [ �pPMJ. ' ❑Does Not j t p:❑Not Observable ' g ❑Not Applicable 403.5.1 ;Circulating service hot water }° ❑Complies [FI11]2 `systems have automatic or ❑Does Not ;accessible manual controls. ❑Not Observable j { ; ❑Not Applicable 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Day Addition Report date: 07/01/19 Data filename: Untitled.rck Page 7 of 9 'Section ], s Plans Verified Field Verified #. Final Inspection Provisions Complies? Comments/Assumptions ; & Req.ID Value 6 Value 403.6.1 >_ ,AII mechanical ventilation system JE]Complies [F125]2 {fans not part of tested and listed ❑Does Not "HVAC equipment meet efficacy and airflow limits. ❑Not Observable ; 3 ❑Not Applicable 403.2 !Hot water boilers supplying heat ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable {temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies ; [F128]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 , 5 not present. Controls for circulating hot water system pumps start the pump with signal , ?,for hot water demand within the occupancy. Controls automatically turn off the pump ;when water is in circulation loop x ' is at set-point temperature and , no demand for hot water exists. 403.5.1.2 3;Electric heat trace systems ❑Complies [F129]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 , o;desired water temperature in the ; piping 463.5:2 ,'Water distribution systems that ❑Complies [F[30]2 have recirculation pumps that ❑Does Not s pump water from a heated water supply pipe back to the heated ; ❑Not Observable ; 5water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls ;that manage operation of the 5 pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery Units ❑Complies ; [FI31]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 or two showers. Potable water- side pressure loss of drain water ,?heat recovery units< 2 psi for ; individual units connected to `three or more showers. 404.1 75%of lamps in permanent ❑Complies (F16]1 Mixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps I Does not apply to low-voltage []Not Observable ; llighting. ❑Not Applicable 404,.1 1 ;;;Fuel gas lighting systems have 1 ❑Complies ; '[F123]3 no continuous pilot light. ❑Does Not t .,. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2- Medium Impact(Tier 2) ?3 Low Impact(Tier 3) Project Title: Day Addition Report date: 07/01/19 Data filename: Untitled.rck Page 8 of 9 Section Plans Verified Field Verified #. Final Inspection Provisions Value Value Complies?' . Comments/Assumptionsg & Req.ID a . , 401.3 Compliance certificate posted. ❑Complies :Requirement will be met. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Day Addition Report date: 07/01/19 Data filename: Untitled.rck Page 9 of 9 i 2015 OECC Energy [efficiency certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): T Window 0.30 Door 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments a- A-1 TtA f--- A-,B0 Vf--- A�DD a6-SS '7I2�S�1 g 1HE Application Number............................................................. BARMABLF, MAS& Permit Feet....................O .Other Fee,....................... 03 Total Fee Paid..... ........................................... TOWN OF BARNSTABLE Permit Approval by.................................on.......... BUILDING PERMIT Map...........* ap...........*/.!��*/`*...................Parcel...........12 6..................... APPLICATION Section 1 — Owner's Information and Project Location Project Address- 3)1,o t)C kSw M PM9 Village Owners Name yj Owners Legal Address S1 7?ttL4rPL City—fJaLzW(J1 tir State Zip ?,2 < Owners Cell# 2: W E-mail 4 da(z he Section 2 —Use of Structure Use Group_ :F-J Commercial Structure over 351000 cubic fee 4 4 ❑ Comp m e,icW Structure under 15,000 c c fe?, Single Two Family Dwelling Section 3 — Type of Permit ❑ New Construction ❑ Move/Relocate E] Accessory Structure EJ Change of use El Demo/(entire structure) El Finish Basement El Family/Amnesty El Fire Alarm Rebuild El Deck Apartment Sprinkler System Addition E] Retaining wall Solar El Renovation Pool 0 Insulation Other-Specify Section 4 - Work Description 'd flyL 11—J0142 4- wk, gtr6m ki 0 X 4� V W44 .4AI 1�> kdM6&A tze Ze7 I rx 710 *-,4fdlzf 6glitA4 -bwi SA. —=f-� r'10510-k 2b m—le(6m 41 Last undated: 11/15/2018 `s Application Number......... .......................................... Section 5-Detail Cost of Proposed Construction Square Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) ! { 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics [Wiring ❑ Oil Tank Storage [ram]—Smoke Detectors [Plumbing ❑ Gas Fire Suppression EI Heating System ❑ Masonry Chimney I Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal 0 On Site Historic District ❑ 'Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: � �j Pr1 ar�i 10 0 S _ I am using a crane ❑ Yes ❑ No ,a Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District (i Proposed Use JL S Lot Area Sq. Ft. Q Total Frontage.Percentage of Lot Coverage # of Dwelling Units (on site)_ Setbacks Front Yard Required Proposed 34- _a Rear Yard Required Proposed_7 Side Yard i` Required Proposed Has.this property had relief from the Zoning Board in the past? ❑ Yes No t Last updated: 11/15/2018 e r ti Town of Barnstable. Regulatory Services MASS. $, Richard V.Scab,Director 163� �m Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.townbarnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must -Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize L- � 71//�(/� to act on my behalf, in all matters relative to work authorized bythis building permit application for: P PP (Address of Job) "Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or,utilized before fence is installed and all final inspections are performed and acce d. ' igna o r Signature of App t Lc/ rint NanV, Pnnt Name Date Q:FORMS:O WNMERMISSIQNPOOLS Town of Barnstable Regulatory Services of rosy Richard V.Scali Director Building Division gy��AfxrR : Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www town.barnstable ma_us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE F.XENTMON Please Print DATE: JOB LOCATION / numbs sfrr# villagc ,f "HOMEOWNER: . narn home phone# / work phone# CURRENT MAILING ADDRESS: cityitown staff % rip cock The current exemption for"homeowners" eaten `include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire o does not possess a licensey,proyided that the owner acts as supervisor_ ' DEFINITION OF ROME OWNER t Person(s)who owns a parcel of land on which he/s resides or intends to/reside,oa which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a hom&� ner. Such/"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be respoilsibIg foi all such work performed under the buildhlz Relmit. (Section 109.1.1) The undersigned`homeowner"assumes responsibility for compliance with a State Building Code and other applicable codes, bylaws,rules and regulations" - The undersigned"homeowner"certifies that he/she unde ds the Town of B e Building Department minimum inspection procedures and requirements and that he/she wM comp l with said procedures and r meals. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION ' The Code states that- "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such�$omeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is My aware of his/her responsibilities,many communities_require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the Iast page of this issue is a form currently used by several towns. You may care t amend and adopt such a formlcertification for use in your community. Q:IWPFILEMRMMufldmg permit faffis1E7?PRESS.doc Revised 061313 Commonwealth of Massachusetts ®�. Division of Professional Licensure Board of Building Regulations and Standards Con str,11t", Sty visor ,t . CS-012653 Epires: 07f16/2021 NICHOLAS A LAGADINOS , 13 THANKFUL�LANE COTUIT MA 02636, 1 r Commissioner � / l ® DATE(MMIDDIYYYY) ACC>R o CERTIFICATE OF LIABILITY INSURANCE. 01/23/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Jenn Harney NAME: Leonard Insurance Agency,Inc PHONE (508)428-6921 FAX (508)420-5406 A/C No Ext: AIC,No 683 Main Street E-MAIL ADDRESS: jenn@leonardagency.com Suite B INSURER(S)AFFORDING COVERAGE _ NAIC# Osterville MA 02655 INSURERA: NGM Insurance Company 14788 INSURED INSURER B: Charter Oak Fire Ins.CO. 25615 Lagadinos Building&Design,Inc. INSURER C: Continental Indemnity Company AUC002 INSURER D: 13 Thankful Lane INSURER E: Cotuit MA 02635 INSURER F: COVERAGES . CERTIFICATE NUMBER: 19-20 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICYNUMBER MMIDDIYYYY MMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000. DAMAGETORENTECLAIMS-MADE �OCCUR PREMISES Ea occurrence)nce $ 500,000 MED EXP(Any one person) $ 10,000 A MSB87460 01/01/2019 01/01/2020 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY El PRO- ❑ 2,000,000 JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ 250,000 B OWNED Ix SCHEDULED BA-4253MO74-18-SEL 06/20/2018 06/20/2019 BODILYINJURY(Peraccident) $ 500,000 AUTOS ONLY AUTOS XHIRED NON-OWNED PROPERTY DAMAGE $ 250,000 AUTOS ONLY AUTOS ONLY Per accident Uninsured motorist BI $ 100,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ - $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 C OFFICER/MEMBEREXCLUDED9 ❑ N/A 46-880906-01-06 01/02/2019 01/02/2020 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500,000 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) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE Hyannis MA 02601 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD ------- ✓�e �in✓nU?uerc������uU�a xc�nlf-� �^---- II Office of Consumer Affairs&Business Regulation Registration valid for individual use only HOME IMPROVEMENT CONTRACTOR PEc,Corooration ' before the expiration date. If found return to: T Reois,PE:. n_ Expiration Office of Consumer Affairs and Business Regulation 1104804 07/14/2020 1000 Washington Street-Suite 710 LAGADINOS BUILDING&DESIGN,INC oston,MA 02118 NICHOLAS A IAGADINQ&;'i' 13'THANKFUL LANE_' �'' C Not Ild thout signature - COTUIT,MA 02635 Undersecretary The Commonwealth of Massachusetts Department of IndustrialAccidents 1 Congress Street,Suite 100 Boston,,MA 02114-2017 www mass.gov/dia t1°orkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITHT$E PERMITTING AUTHORITY. Applicant Information Please Print Le, Name(Business/Organization/Individual): G_&/�jl e/(f5. 1AU C I Lk 11A Address:_ City/State/Zip: /'/)J7/ , 1Md9— a&if Phone#: 1,7 Are you an employer?Check the appropriate box: Type of project(required): 1.n I am a employer with _employees(full and/or part-time).* 7. R New construction 2.®1 am.a sole proprietor or partnership and have no employees working for me in 8, E]Remodeling any capacity.[No workers'comp.insurance required.] 3.Q I am a homeowner doing all work myself.[No workers'comp.insurance required.]t . 9. R Demolition 10 RBuilding addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. 1 will ensure that all contractors either have workers'compensation insurance or are sole 11. Electrical repairs or additions proprietors with no employees. 12.Q Plumbing repairs or additions 51F1 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.Q Roof repairs These sub-contractors have employees and have workers'comp.insurance t 6.0;We are a corporation and its officers have exercised their right of exemption per MGL c. 14. Other 152,§l(4),and we have no employees,[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information r Homeowner;who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. 1Contractors that check this box must attached an additional sheet showing the name of the sub-contractots and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing.workers. compensation insurance for my employees Below is the policy and job site information. Insurance Company Name:_�'ylrlT/MGzi/i7gL �h1DIv1 c)z/ "a. Policy#or Self-ins.Lie.#:_ yG - ll61 Expiration Date: a Z Job Site Address: 3M gv/-)/,4al 441K City/State/Zip: i tv*0z 3 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under_MGL c.152,§25A is a criminal'violationpunishable by a fine up to$1,500:00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day aainst the violator.A copy of this statement may be forwarded to the Office of Investigations.of the DIA for insurance coverage verification. I do hereb fy der tit pains and p alties of perjury that the information provided above is true d correct Si-an Date: t Phone#: —Yd 7 ; Official use only. Do not write in:this area,to be completed by city or town official City or:Town: Permit/License# Issuing Authority(circle one): . 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other . Contact Person: Phone#: Application Number.........................................I.. Section 9- Construction Supervisor Name / )1('k— �j b w e)s Telephone Number Address 1 � City �01}ij State _Zip zm: , License Number (i S-01 Z bf License Type Expiration Date 711A la Contractors Email I. `_ , ('0to`,orl, 0,e` — Cell I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Co e. I understand the construction inspection procedures,specific inspections and documentation require y 780 CMR wAlthe Town of Barnstable.Attach a copy of your license. Signature Date Section 10-Home Improvement Contractor Name �1 Telephone Number' Address_ ( 0 K-. 1—City /ey State Zip ll?f 3 j Registration Number ID y C Expiration Date 2 E� L4 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required b 780 CMR and Town of Barnstable:Attach a copy of your H.I.C... Signature TA Date Section 11 ,��Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections andf documentation required by 780 CMR and the Town of Barnstable. Signature Date APP CANT SIGNATURE Signature Date 7/ f Print Name {����(� Ca9i�ll�I�S Telephone Number off— E-mail permit to: Last updated: 11/15/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ a , ., Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13— Owner's Authorization as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner date Print Name Last updated: 11/15/2018 Town of Barnstable _ _ _ Building rwi7� rn P#�ont This, arrd S6That it is Visible From the Street-Approved''Plans Must be Retained on lob and this Card Must be-Kept Posted Until Final Inspection Has Been Made. r - � iG;9 ,�_ )Where a"Certificate of Occupancy is Requi"red,such Buildmg shall Not be Occupied until a Final Inspection has been made. er i Permit No. B-19-1371 Applicant Name: DAY,ANTHONY N & REBEKAH I Approvals Date Issued: 04/24/2019 Current Use: r Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 10/24/2019 Foundation: Location: 316 BUCKSKIN PATH,CENTERVILLE Map/Lot 191w126 Zoning District: RC Sheathing: Owner on Record:. DAY,ANTHONY N & REBEKAH I Contractor Name Framing: 1 Address: 316 BUCKSKIN PATH Contractor License:, 2 CENTERVILLE, MA 02632 Est. Project Cost: $0.00 Chimney: a , Description: 8X12 SHED Permit Fee: $35.00 - Insulation: g Fee Paid:. $.35.00 Project Review Req: 8'x12'-shed-must meet 10'side and rear set-backs.t Final:Date. 4/24/2019 ¢ ` Plumbing/Gas Rough Plumbing: I Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withinsix months after issuance. All work authorized by this permit shall conform to the approved application and the�approved construction documentsfor which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. I Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:1 Service: 1.Foundation or Footing ' Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,'Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department. Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: f • To*n of Barnstable IKET Building ]department Services Brian Florence,CBO atixxsrasr� Building Commissioner MAST .. sc v time 200 Main Street; Hyannis,MA 02601 PrED www.towa.barnstable.ma.us Office: 508-862-4038 Fax: 508-79076230 FEE: $35.00' SMM UMIS'MA.TION RESIDF.NTLA-L ONLY 4A, 200 square feet or Iess 3l� CY-15K� N � -r J ► Lam ' ` 1 Y Location of shed(address) Village <� (-7�7 1-1 �L-3 Property owner's nmme Telephone number Iq Size of Shed # si�trae Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? "r You must file with Old King's Highway oe� Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE PRITMN THE JQRISDICTION OF ANY OF THE ABOVE COMMissioNs,THERE MAY A REVIEW PROCESS AND APPLICATION M. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE AACCOMPANEID BY A PLOT PLAN Q farms-shedmg REV:08/6/17 co 1 w 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # a b 1 g b I Health Division Date Issued 3 Conservation Division © Application Fee Planning Dept. Permit Fee l_P Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis --Project Street Address J Q b J K-S le-1 k A--rArA r �-_:_ _Y --,,. C F.n/-4Ly Village _ .Owner �T t- U� N - DA Address ,TeleK` ne L Permit-Request j ip 1 .K' i Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay ,Prroject Valuation 3 Construction Type� d0 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ a. ,Zing ❑ pgw s.4e_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: c`n Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ " , Commercial ❑Yes ❑ No If yes, site plan review # w Current Use Proposed Use _ ► - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NN71 ame�~ `'� ��� elephone Number Addr s ''J 1 6Q c,VGS 16% N/ P A-7T, �} License # c, eAA - o �36 3 Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Z FOR OFFICIAL USE ONLY a APPLICATION# `a DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: Y FOUNDATION FRAME INSULATION P r FIREPLACE F ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL II t FINAL BUILDING DATE"CLOSED OUT ASSOCIATION PLAN NO. c f f The Commonwealth of Massachusetts " Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass gov1&a Workers' Compensation Insurance Affiidavit:W Builders/Contractors/EIectricians/Plumber--s _Applicant Information Please Print LegAbly G Name(Business/Ora nizafion/IndividuaI): 4dn N`1 Address: City/State/Zip: C E•"TECd i LE to d 32 Phone#: ?1 k4 a-bq — (S/ I Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6 New construction 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 i'a any capacity. employees and have workers' 9. 'Buildin addition [No workers'comp. inttrrance comp,insurance.$ g required_] 5. We are a corporation and its 10.0 Electrical repairs or additions �3 I am a homeowner doing all work officers have exercised their I I.0 Plumbing repairs or additions Myself- [No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152,§1(4),and we have no 13.❑ Other employees. [No workers' comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of 'minal penalties of a, fine up to$1,50-0.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties ofperjury that the information provided above is true and correct Si ature: CDite: Phone#: 77 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: •. Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. pursumtto this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Ioca.l licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance,coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance. requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate lime. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth of Massachusetts' r . Department of Industrial Accidents Office of investigations 600 WasbhiZon.Street Boston,MA 02111 r 1-877-MASSAFE Tel.#617-'�7-49Q(1 ext 406 e Fax#617-727-7749 Revised 4-24-07 � w .mass.govfdia A Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable,ma.us Office: 508-862-4038 Fax: 508-790-6230 " HOMEOWNER LICENSE KUWTION Please Print DATE: 6 .., -JOB LOCATION: b village number street -7q)S,�q- name home one# work phone# CURRENT MAII.ING ADDRESS:� _ 3 6 JCt-SV_l A/ PAT-4 C�N'1�r�-fit w� VA 11a-63"2_ city/town state zap code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or Iess and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that be/she shall be'iesponsible for all such work performed under the building permit (Section 1091.1) The undersigned"homeowner='assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and re , is and that he/she will comply with said procedures and requirements.' C Si ofHomeownef Approval of Building Official 0 cubic feet or larger will be required to comply with the State Building Code Note: Three-family dwellings containing 35,00 Section 127.0 Construction Control. HOMEOWD"S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. La this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. C:\Users\decollW AppDala\Lom\Mcrosoft\W-mdows\Temporary IntrrnetpUcs\Contentoutlook\QRE6Z JBN\MRESS•doc Revised 053012 �IHE ram, Town of Barnstable Regulatory Services MASS g Thomas F.Geiler,Director 16Building Division Tom Perry,Building Commissioner 200 Main Street,Fiyaz ,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax 508-790-6230 Property Owner M . Complete and Sign This Se n If Using A Builder . y as Owner of the subject property hereby authorize to act on my behal� in all matters relative to work authorized by this building permit (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signatute of Owner Signature of Applicant Print Name Print Name Date QFORMS:oWNERPERMISSIONPOOLS 612012 ■ ■ a r a 1 �iAl 1 I .I I t • II--�-�I,1 , -I i t,,• I , i I a I ` i 1 ! I 1 ! I i If 1 I I I ! ! I I I 1 1 _ I , I I I I I ` I • � al 1 � I I I I I p t to k ICE ro�rr t1 Sc C 1 =�1 cFt ` f C I . - - _ k` � �X� � , f• �0�5�"6 f 6 I o.�,• _ �X_y 36�' P,� i. �Ylo.�1 +� PvS � � ( 1 I. -( e S � 't-v p Le� I a �2v- Ld Ck S �6` a C. S e� 5 Ir �raf � �_ jya -74 r � rLL = r f f , y n ( r r A >. _r- f If(- 4 r � I I ,tom, 5 ' e i� r� � rir r - ; � � � t �-� �� r �1� � . k � L � T _ � � ��r ; Frr4 � � `ri ' � - � t L � I �I L ���� � � �: . 1 1 t_ J� � � � i ! � , ;__ _L � � � � �I -�f + -� 1-C l . � � COLE, JUDITH &- HENRY No'.A94.�9... Permit for ...��ild Deck ............................ Single Fami�x.. ................ .............................. Location .....�16 Yuck��in Path ................................................ Centerville ..................................................................... ......... Judith Owner ......................&..Henry .. ......... ....qol.e.................. Fra me Type of Construction .......................................... ........................................................... ................ Plot ............................ Lot ................................ Permit Granled ...... .................19 86 Date of Inspection ....................................19 Date Completed .......................z...... ....19k Assessor's offioe (1st floor): THE Assessor's map and lot number 'r / .. �.. aF t0 Board of Health (3rd floor): Sewage Permit number ....................... ................................ i MARISTAXLE, Engineering Department (3rd floor): ' NAOa �p f639. House number ................................................................:....... Aj�O YPY aye APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ............................... `.:e.`-:`.k TU;/?...:!--......:�- . ..... ...... . . ................ TYPE OF CONSTRUCTION U �-4 i .............................. .................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .... .60......`-!l.,..�...,�..Cft. ..... ct� .......�... ..`.� (��lJ/1... .+.. ..................... Proposed Use ................................................................................................................................... .... Zoning District s S.1. ..`.:�--J.....=Gre District ...................... Name of Owner fir. ....!.�!UfAddress ..... -?.! . -rp.................................................... .� .�........�, CU............ Name of Builder ..lN` �a .. ........Address ............................................. Name of Architect ......... .:.l .................................Address ............. Number of Rooms ..........uv. .Q.....................................Foundation .................................................... X*l Exterior ....................................................................................Roofing .................................................................................. Floors 4".`....Q 0. Interior ................................................................. .................................................................................... Heating .........................................................I..........................Plumbing Fireplace ..................................................................................Approximate Cost .......1>.�..Q.V....` .................................... Definitive Plan Approved by Planning Board ________________________________19________ . Area Diagram of Lot and Building with Dimensions Fee - SUBJECT TO APPROVAL OF BOARD-OF HEALTH i 1 � x a0 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. I,. .. ............................. ............ * Construction Supervisor's License .................................... � I COLE, JUDITH & HENRY A=191-126 r No 2.9.499.... permit for ...Build Deck Single Family Dwelling.................... Location 316 `Buckskin„Path............... Cent e rvi.lIg........... .......... ...... Owner Judith &„Henry,,,�Q�,�,,, ,,,,,,,,,, ............. .... Type of Construction Frame ............................................... ..... ....... Plot ............................ Lot ................................ Permit Granted .......June 12, ............19 86 Date of Inspection ....................................19 Date Completed ......................................19 �, c7 f � IHME Town of-Barnstable *Permit 77S Regulatory Services li ee oohs mom issue e s _ i AARNCI'ARr.F., r v KAB& $ Richard V..Scali Director �p 039. ♦� Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.towmbamstable.ma us Office: 508-862-4038 Fax: 508-796-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address ❑Residential Value of Work$ ✓^ J Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address dDa I �r - vl G Contractor's Name /cam i / Telephone Number Home Improvement Contractor License#(if applicable) ✓email: f/ �/�/ � / ( ' Construction Supervisor's License#(if applicable) AV A ❑Workman's Compensation Insurance Check one: "" a FIhave ' asole proprietor MAY 12 2017 the Homeowner Worker's Compensation Insurance w TO VIAI r) "r;a ,. BLE Insurance Company Name Work nan's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit R st(check box) o -roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to Re-roof(hurricane.nailed)(not stripping. Going over existing layers of roof). ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value {maximum.32)#of windows #of doors: *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. copy of the Home Improvement Contractors License&Construction Supervisors License is . require . SIGNATURE: Q:WPHLESTORMSUildmgpermitformsTMRESS.doc 01/25/17 Dqwtwmt 4rud=bidAcddvzft 600 W'aurgt=&reef kPiP1�Ti1FfS��#1Y�1�Z11. . Workers, iC safiouI ce f Eday!t Sid -dCcmtr-�lEl . . n vl%mihers AM3HCaUtIafarm2fiDa PleasePrintE nv 11[.&em e cwstatef�- MOM E Job Are you an employer?Checkthe appropriate bay Type of project(rep-ma):I-ElIan a emplo�switb. 4_ ❑I oat a general Ea�et�anc€I 6. ❑New oonsog employees(fan amfor part-fiime * have hired 8ie su€r�atthaatass 2.❑ I am a sole psaptietar orgartmer- listed on the attached sheet: 7. ❑Remndeligg ship and have no employees These:stab•cozradc=have g ❑Demolition wading fiorm,e in any capacity. enTloyees andhave wadmrs' 9..❑Build seidiciarr INO tti6ars camp.Msu=e comp.iusu an # resuked_] 5.❑ We are a imiporafim aid ifs 10-❑Elechical repair m addaions officers have exercised their Y 3.❑ I am.a bQmeou�et•daiag alI waalr. 1L❑Pl�biag repairs or trdchizaas. myself[No vere 'comp of a ampfin per M-GL L.❑Roafrepaics ' ;r� rr reTiixed].Y c: ,§I{4 aadwe bane rra [110 13-0 odmr cow mmmmce require&] �$ap Ypgg��H�st cbet�sbaz�1 mast aLsa SIlo�t$e sectioabe7atrs fhe¢wa�3cei,`mmp�aSaupeT�giafoFmsaea . t ffomevaraersw�o sat�t cis ef5deru` they axgt3am;a1F�aadBzeal�aatsidec�s�asnmst snhm5t am�sYaffida-e�t mdiertar;rnrF� _ , ICe�rs$�stchedci}�5 b�mast�taclse��addi6®s1 s�Y s5oor�gt3+eaameof the �d st�exl�ths ormtthnse e�hase � =dUees.I€tbeso ctnsY--emplul-A cF g=urpmviae&ek,sac—'=up-paRU mm bm lam are Below is fitepuff6y and job sits informmfron. . lusamnce CompanyName: 'P�ficg�or Self-iiZs.Iic.� _ rrD� Job Sifn Address '' CifylSt �.tp: teach a--spy of tiie workers'cozapeasatiaapoHcy dedbration page(showing the poRcy amber and vvirzdon date]. Failmm to secure coverage as rejuiredunder Sec im 25A o€MM m 157 cau lead in the imposition of crimistal penalties 0-fa fine up#a$L 50D 00 invor arie=yearimp soumeut as-w&asrivsl pemilt ies i n the farm of a STOP WORK ORDERand a fine of up#s. a clap arm iast the vio3afar Be advised that a cagy of this t p maybe forwarded to the Offis e of Iz�esttatins oftire MA fckrhw=mwcov=pvedficafiom .I do hOrzby csrt fy run ide r tka psriclis 4�fpedW7 thattfis irgf bnrzmtiv rpr i&d�abbmw is hue and correct Sil�ain Date: Pimae affi;fiat nw rrrrty I7a prat t�rifa irr�ataa,€rs ba catripletesri by t�tp artatru a, 'at CRy erTana: Pe ,icense InaingAuffimity(cane one): L Board of Health r.Bwlrmg Dgmtmeat 3.C own.Cl 4L.Elech ical Inspector S.Phmdmg Inspector b.afters - Contact Person: Phone#- 1 1 11 i t 1 1 1 1 1 +,- --son 'fF ■�'- .•:t•[y ^■■•t�. -1 •+■■t■ ••�F [I •1 •' ■' •••1■1�F r•1■tn AIL.11 ala 1■1 it- t r.■II• •• It 'at •rm ■■ i\■L rnnl .I■ �.Is a • w�a :L ' ■ /i 1I • •Y L ■i3■■■�■ : .I■ to\I• Il■Y ■-■ ■a�F w1• .LK■w1:1■•1l r•1 •\l/=la•■■ •f ■■■� J: �■[■t• •i _■■• -•■ al to•1 " • ■t- is \►■■• r1■J%•�• ■■ : •■■t w•1tw ■1•A- _I■■ ■■ 1■•n■' n - •, a • • ■ ■ ■i- • :It n■1 • at■. ■_■ •■.!�■■I• -w�.•M.■■•11 •1 •1■■n - :111■1 :Inn ■• [[_ n■■■• ••�� i■•• U •••■ �■ - •• " '■•■. ■■1 ■-•[■• ■• ■■■1 ■a-11 11t i .■•_I ■■■r■IL :t1■ -•■• i�Y■�+ ■1 �1■■ ■1 •■ • Y■[•1=■■1 • n ■ -1 u• ■■■ •- ■ :u■ ■ ••1• .�uu •• 1�,■_n■ t. •■ is.nnlwrn r au 1 ■ ■.1• u ■.n ••■.. u■ ■ ■ ■-•- Iw: ■•■w • tm is � •m■ a •n ■■■• :■■••1 [�,■_m -•=+ 11. •. 1 ■• .nr:u • ■ .t unu ••1■ru • ■-�+u�■ ■. • _■■ ant. • I� ■,n■1 • : • ■:I[... to:l _ _ •. • - � _ ■ �f ■ •- ■.■t ■• t ■- -•■' a ILMII:..v. t U r■.A• 1 Y • I■ a ■■ _ t1 f1 rt 11■■■ ■ • - ■I 1■ . ■ • ■I I ■ ■ ■ - f■ ■ ■■ I ram■ r"• Y. ■ - -' I�11 r I ■■1 ■ I� ••t11 f■. t1 Ia 1 - • •■ u as. 1 ►� h ■.I■■�' Y r� r_ ■�' - �m.� n •nuu•u-'%tit ■• _n• • IR •■ u rc ■•■a van ■. �uf� um .n r•a ■r-r nl u ■��t■■u.0 Y ■ ■■■ -•nf. nn■ - .•r_■ I■■1.■J■ - n is- u•In _n �■■u ::u i9t1■. • u ■:n■� ■- ■��+■ •1 a■II�a a i■ rum _a, _ .utn■•1 • I 71 •■t t■ '•\a.•rF 173110 mil.rl■•■ J■■■. 1 ►\I■tn -1" ■ rt i .all■_ ■ ■•fin. •■.I .11■ • ■■ •■f1 YIU-t■\■ -■t■ ■ ■►r- J ■■•■ ■• r■1■n r■•l 1.I■•i •1 w :n■ •a•I• utla■•�1 _ •■: ••It■ t■- 1 rii ■t■r1■Y • � • ••1■1 ■• �■■1■ • •�••- •t1 w to-11 n ■ ■■ G•1 nu ate• r.■ 1 unn_m�. n nsl 1�■ .■ t •.I n.+F na■ - n Flo•�+ • •-■ ■■� .■ - /• �■■n as n wn •••■.\r6 ruuu.�■w_■n1 n u :u - _u a ••.+ •. rJna ••n- •• �/1n �a _• •"\ is.[ m i1■. 1 u.• • ■■us Inca u n- /�■_ m ern • ■m n_ r •�tIR t■ r• 1■�[1al.10 U■ a is ■t _■1► r•' • -■f1■■�• n ■ 1 'a■a1 n-'■ Nor. is- .1■I a rn•I■ Ifl i1 •nfn■t • .-a� ■�111 n•1 i.In■ ■ ■ i■ - ��•J ■n�■1 • U ■■ ►Yl BUR It•I a ••1 ■:' -■■ ■ a w■■I■ _l ■111• U • ■ ••a :t - i\ttl�■ t• •I Y.111 _ •'\/.•nF ■nn►a _■•■ •• 1 • r.1 u �•.1 ■n gel it uun 1 aw 1�1 ■ • Ia ■1 �. r■It■1•.IU r. ■•■ • i�l N ■■- 1 u u _■■ .� 211.11■u •n a .t.n ■u�r_u w • % • •■ - i•-1 tt- .t■■• •1 r\11■n I .a■• a•11n►• �•J a 1■ ��■•t If■•1f/ IY. •1 ■• ■n■ • r J i■ •\t[•11■ • u .1na_ •1 a •a■ a 71 ■n a i1 •�■ n piar • /•-.■__u.1■ ■_ l• Y\ur ••• _ - • % •- 01 n i� n t1 •�.■a1 1 n■�" a n■ ■r •9u t 1 • ■w�• - 1.� Ana r aluu•.� ■ \■■■•■ :u _■• tr.■■ it.1 ■• Iw ••t■ t■ [1■1■ •i+fn 1■ i!1 -n■ r:n■11 n .[1 'i �■ •• n ••o- ■•■ t ■�r t'•=• :n■ n■■r •• tiu a wK i - ■■ ru ■• 1 •'■1■" - 1\•'a •■• • U .■■■/_ 1 n. ■. ■�■ • [■r.1 rmu�• u u.uA�• ■• it - wt n n^/l n •- N • • ■ u is u• ■✓■1_ al •• ■1. a .u\_•t ■■ 7 m uu[[ •�m w u ►.a .. ■ . 0■-• 1 uu •- i11-• •u .. � .■ •t■� _ ■• 1■ - ■••t•� n wu mill ■■r_■n u: .�■� • •rn■i I• :■,a a\ .n •••lu.. • r•n a■� wr- �nm � e�m 1 n I tua �: �I ■ ■-�>`•I1 • �■/n .•• n runla �r m G1■. 1 �■- . �■ - • ■ w�l■ ea ut •'•■ a I.■ n u-n ••■ n ••.n r n •a1 ra■•r■:1■•n .0■ ■•a ■ ■a ■. .0 ■•:+■ua • % - ■• ■• ■�Iru n J• u r 1 INS- r••1 ■a■ra = ■of ..., t .■f an _n a r.• Ua1U•n :1■a ■■■xt a ut1�avt� ► ■c■ ■. .latnt• Isis ■ sa_1 u • , � •11 cam � 11 s ` `'► ' r ,s_ 1 r■ to ToWn of Barnstable Regulatory Services ALUM Richard V.Scali,Director - ►�� Building Division. Paul Roma,Building Commissioner` 200 Main Street,Hyannis,MA 02601 " r www.town.barnstable.ma.ns Office: 509-862-4038 Fax:,508-790-6230 t:. Property Owner Must Complete and Sign This Section If Using A Builder. l7"rl ' as Owner of the subjectpropertp hereby authorize L �� to act on my behalf, in all matters relative to work authorized by this building permit application for: (A,ddre5s of Job) **Pool fences and alarms are the responsibility of the applicant Pools ' are not to be filled or utilized before fence is installed and.all final inspections are performed and accepted. Signature-of c6ner q Signature of Applicant Print Name Print Name Date: Q.i'DRIM:0 T11«IERPERMISS1oN.PWLw7 3. - Town of Barnstable Regulatory Services dry Richard V.Scab,Director Building Division WMWrA1= = Paul Roma,Building Commissioner s �� 200 Main Street, Hyannis,MA 02601 r www.town.barnstable.ma.us Office: 508-862-4038 - Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: .JOB LOCATION: number street village "HOMEOWNER"; name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- f unily dwelling,attached or detached structures accessory to such use and/or farm structures. A person Who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form for all such wo rk performed under the building permit Section acceptable to the Building Official,that he/she shall be responsible p :?v ( 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall-act as supervisor." Many homeowners w-ho use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that helshe understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\bddding permit fonns\EXPRESS.doc 0620/16 f CRTIFI� DATE(MM1PD'YYYY) � �T'� ®F �,1�1►��LI1'1( IIVaUI�NC��7p TIFICATE IS ISSUED A3 A MATTER OF INFORMATION ONLY AND CONFERS NO RIGI�TS UPON THE CERTIFlC TE HO�pER THIS DOES NOT AFFIRMATIVELY OR NEGATIVELY�4{VIEI�D, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. TNT$ CERTIRCATE OF INSURANCE DORS NQT CONSTITUTE A CONTRACT BETWEEN.THE ISSUING INSURER($), AUTHORIZED REPRE$ENTAIIVE QR PROQWER,AND THE CERTIFICATE HOLDER. IMPORT If• 'nerd ftnte holder Is'an AD ON ' i, RE a po Ig 18$ must be endorsed. If$U R ATION IS WAIVED,•subjert to the tprms and conditions of the pgllcy,certain policies nvy"lea'an endorsement. A statement on this certificate does not confer rightp to the cgrtiftete holder in lieu of such endorswnln . , F e,plEEli SChlpgel 6 Schlelgel In@ Broker P u J508) 7771A881 x N . (508) 771-096,3 34 Main S1r"t a �chle elinsuranCeS il.Com West; 'T4=91s'4h, Mh 02073 INSURE APFO DING COV97A NAIL 9 _ RER A.NGM >•TSURAN E 14788 ^POURED INSURER :TRAVELERS A GRP,DE FX' >rRIOR SOLUTZONS LLC II RFRc 393 BUCKSKIN PATH 18UR RD: C&D7TERVI"M, MR 02632 , ,IlifftE: INSURER CQVr;RA(W$ 915RTIFICATE Nt1NiT3BR: REVISION NUMBER: 1 IS I$TO ; 1. 1W'fWEj PQLIpJES OF i OANC, US V '$i� Iz q 111E INSURED NAMED ABC)VE FOR THE POLICY PERIOD INQ1gA,Tq5, NOTWIT}iSTANPING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMRNT WrrH RESPECT TO VVHICH TH15 C FiTIFTIGITE MAY DE ISSUED OR MAY PERTAIN, THE INSURANQE AFFO M.EQ BY Tip POLICES DESCRISPQ HEREIN 19 SUBJECT TO ALL THE TERMS, F L IONS AN9GONDlTIpNS OF:3UCH POLICIES.LIMI> SH.QwN WIRY HAVE QEEIJ R DUCKED BY PAID CLAIMS. LTRWF— TYPEOFINSUSU RANCE I — FOUQM.VER IMMIODNWIA I ItXyY1Y LI 3 A 2/1s/17 z/le/xe c,'�IeRALuABILnY MPT748 EACHOOCU' HENCE S 11000,000 X COMMERCIALOENERI�--n 9--•�L----LI�IABILITY AMA GE TO RENTEDPREMIMS $ 500,000 CLAIMS-MADE ,OCCUR MED EW(Aryoro ).w j� ��OOO L PERSONAL&ADVINJURY- ),$ ] 0000000 GENgRALAGGREGATF 1 $ Z 0 00" 000P GEN'LAGGREGATELUTAPPUESPER ( PRODUCTS-CQMP1OIiVP4' $ 2 0040 O ' PO ICY pR0. LOC $ AUTOMCBILE LIABIIJTY Ee 800i RS $ ANYAUTO BODILY INJURY(Per peon) $ ALLOWNED SCHEDULFQ BODILY INJURY ,ry AUTOS AUTOS I (PM a�Coident) $ HIRODAUT08 NOMOWNED P pE, DAMq �i/ AUTOS reoadmnt $ I 7• UMBRELLA LIAt$ ._,. ... ..,. •• . . $ � OCCUR EACH OCCURRENCE S gCIPS LIAR CLAIM6.K4DE AGGREGATI 0 ETWNTI N S $ WKW COMPEW417102m,' 9/21 191 9/P1/18 W �ATU- O'TH- $ MID EMPLOYERS'LIABILMY YIN ANY PROPRIMR/PARTNER/�XEWTIVE NIA E, :EACH ACCIDENT 100,0001 lMandktlur In H) E.L.DIS LOYEf $ 109,000 Ifv@�d fie unds� O SC`IR N @RATI Soebw DISC -POLICY LHIT 1 500 000 ERSCIU MN OF OPERA110Ns/L9CAT!M I VEMCLES (!}tfaph AMRD 101,Atl�lq�tal sRrroAce, eduNi,rc moce aloe reo) CORPORATE OFFICERS IMVF, ET,EC;I'Fi) NOT TO fist POVE,RRA UNDER T.fMXR CURRENT WORKERS' COMP POLICY C TI IC.T H qEi� C r I.I;ATION 1 8"OULD ANY OF 1H8 ABOVE DESCRIBED POLICIFS BL CAN£�LLFO�FFOt2F THO EXPIRATION DAW THEREOF, NOTICE WILL Be pEt.IVf:F D DI TOM OF BARDTS'�AFdLE A 0RDANCE WI'M THE POLICY PROVISION$. HU�7.AING DIVI$j, 0W 200 MAIN STREET AUTkOR=n RE a TAM HYANNIS MA 02601 18 $, 010 ACOAD.CORPORATION.'Ali rights reserved. APORD 2.0(Z010/05) The X-QRR name anq Ipgo are regki;lorod mpg of ACORD PhQr)g.' (508) 862-4038 Fax: (508) 790-6230 I�-Mpjl: Consumer Aairs °pp'"°"`°°"°'Z"°"`° License or registration valid for individual use only Office of Consumer Affairs&Bu§iness Regulation g HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: .1.79330 Type: Office of Consumer Affairs and Business Regulation '°7/17/2Q18 LLC 10 Park Plaza-Suite 5170 Expiration: T _ Boston,NIA 02116 A.GRADE EXTERIOR SOLUTIONS;LLC. 1 ILYA LAVRENOVij 392 BUCKIN PATH l CENTERVILLE,MA 02632 = Undersecretary Not valid willo4signature I y n Massachusetts -.Dep4ttment of Public Safety Board of Building Regulations and Standards Construction Supenisor License: CS-107181_ ILYA LAVRENOY:_ 392 BUCKSKIN ZrA TII Centerville MA 632 1 ` Expiration r. Commissioner 05/27/2017 r Town of.Barnstable Building DepartmeT i3k 32178 Ps 263 03-5046 • • Brian Florence,CBI 07-25-2019 a 01 = 4r 1 p BARRSTABIX Building Commissioner 1639. A� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR FAMILY APARTMENT We Anthony Day and Rebekah Day, the undersigned, being the owners of property situated at 316 Buckskin Path,Centerville, MA holding title under a deed recorded with the Barnstable County Registry of Deeds in Book 25047, Page 201, being shown on Assessors' Map 191 as Parcel 126,hereby agree, certify, warrant and represent to the Town of Barnstable that the accessory attached apartment,which contains living quarters,is intended for use as a family apartment,for year-round occupancy. This unit shall be used for a "Family Apartment" (as defined in Zoning Ordinances) which would require compliance with the Family Apartment Rules and Regulations. The family apartment unit must be occupied only by the property owner or a member(s) of the property owner's family as accessory to an owner-occupied single-family residence. Occupants of Main Residence: Anthony and Rebekah Day Relationship to Owner: owners Residents of Family Apartment: Anthony Day Sr. and Sandra Day Relationship to Owner: Parents This unit shall not be rented as an apartment or as a single room,or in any fashion,which'rental would be a violation of the Town of Barnstable's rules, regulations, and zoning ordinances. Prior to occupancy of this unit, affidavits reciting the names of occupants are to be recorded with the building department. This agreement shall be' updated whenever a change occurs or every calendar year. This Agreement shall be duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this day of JVI U 20_6. TOWN OF BARNSTABLE: OWNERS: By: _ ntho y D y 1 Brian Florence,C O I.Day Building Commissioner E IY THE COMMONWEALTH OF MASSACHUSETT BARNSTABLE COUNTY,SS Date wl rCs Then personally appeared the above-named (owner), 7'/I Ju made oath as to the truth of the foregoing instrument,before me. a•,,? Notary Pub s, ry °tN My Commission Expire �, SUSAN L. WANLEY Notary Puhlrcl - COMMONWEAtTH OF MASSACHUSETTS gsample My Commission Expires BARNSTABLE REGISTRY OF DEEDS donuory 22. 2021 . Inhn F MAnda. Rpoider ✓� �!JlQ1C 4 fJ b.9✓� QWA t. 1j a j i i ' QyoSTHET TOWN OF BARNS A LE T B ;8AUSTADLE, i 0 M6 9. �,�a BUILDING INSPECTOR �o war ' APPLICATION FOR PERMIT TO .......664411. ...................................................................................................................... .. TYPE OF CONSTRUCTION ..........-3; ............................................................................................. 19 7 . .6 e + .. .................... t r p' TO THE INSPECTOR OF BUILDINGS: The undersigned, hereby applies for a permit according to the following information: Location -+ �^ .. Proposed Use /3 D���a :'t ....... .................................................................................................. Zoning District ........................... ...............................Fire District ......,:::;................ �. Name of Owner �4"�( ..............Address ...... . ►' .'.!. ��: +'! �.�.,.. . Name of Builder . Address .......................................�....�..... .................................................................................... Nameof Architect ..................................................................Address ............................................:-:..................................... Numberof Rooms ..................................................................Foundation ..... ,.................... ........................................... 0 ��r � Exterior .... ' .......,.:..�.rrtt.. :............................................Roofing .......... ................................... /f ae Floors !,�1.........................................................Interior , .f Heating .......N..... t �� 0 ...................................Plumbing ........ ...> �!.....,,. .!.E� e....`" + :.......... Fireplace .............: ''?��� ! !'.................................Approximate Cost.:!... .!' ...................... .... Difinitive Plan Approved b Planning Board --------------------------------19-------- Pp Y 9 \ c�d Diagram of Lot and Building with Dimensions 0 w O m LU co U) 0Ld w > 0 (D pq Z U- Q M M w a.L�. O 0°0U) < Za O 1 " 0 > m � < can = aw UCH � w w LJ Ld 1-2 1 0 ,C Cg. cn u7 Q � Q zz Ld w I-- o z -D � Ce ' I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regardingtthe above construction. Name . .. ��°' y.� ......... ....... Small, Alan DEC 31 1971 No 1�212 Permit for ..,,, two story, ................. single family dwelling t ....... ....... ........................................ Buckskin Path Location ................................................................ ..........................enterville................................ Owner ....................Ala...........1 Sma Small............................... Type of Construction frame ................................................................................ Plot ......................... .. Lot ..............*5............. } �� 2 3/� N b Permit Granted .August 31 19 71 Date of Inspection ....................................19 a Date Completed ... .1.......19 '� 3 3 �3v . PERMIT REFUSED ................................................................ 19 ' �/-/)� .............................................................................. V7 % ti3 ..............................................................................................................................................................Approved ..,............................................. 19 ............................................................................... I BASE.'FIRST TWO FEET OF OUTLET I GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. WIDTH �.'_8" DEPTH 5' 8" (Dimensions per,wggln . CROSS SECTION VIEW.. Precast Corp.,Pocasset,MA) TIC TANK PRC`=1 -E UISTRISUTIOI\I SOX DETAIL NOT TO SCALE NOT TO SCALE O - CD G Q MAP 191 LOT 127 Z• `S64°p 91 J° PROPOSED 1500 `.. , _ GALLON SEPTIC TANK PROPOSED 9 1 DISTRIBUTION BOX PROP.TOTAL 16 ARC 36HC BIODIFFUSERS(H 2i #316 \ \ (8 BIODIFFUSERS EACH TRENCH) s EXISTING \BH COv ryry 4-BEDROOM DWELLING A TOF=55.2'± 24� x54.4' \ . �Y O MAP 191 , GARAGE. LOT 227 TP 1 \ \ r 53.9' r TP 2 / \ \ .� 'S3.8' \ Benchmark Nail Set in Tree Elev.=55.00' Approx.M.S.L. x53.5' x53.6' �n MAP 191 \ LOT 125 AP 191 x537 LOT 126 16,399 S.F.t h PROPOSED INSPECTION PORT(TYP OF 2) H�09 '' oo MAP 191 3 m 8 LOT 226 ' PROPOSED 4 PVC VENT PIPE;EXACT LOCATION TO BE DETERMINED BY OWNER - 4 NOTES: (5) 1.) MAGNETIC MARKING TAPS SHALL BE PLAN SEPTIC SYSTEM COMFQNENT. lLPmjlm%" Ay � R :SID N C oa r% p 316 BUCKSKIN PATH, CENTERVILLE, MA T T. D TE CONTENTS: Z C - f1 OMRTMIENT DATE a 9t�YW SIGNOURES ARE REQUIRED FOR PERAHTTING ARCHITECTURAL DRAWINGS GENERAL NOTES: ZONING INFORMATION: z � I. CODES:ALL WORK SHALL CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE. PROJECT ADDRESS: O 6 -- A000 - COVER SHEET.NOTES.PROJECT DATA - - - - - - - - - - - 9TH EDITION. O 316 BUCKSKIN PATH - � � � ? 2. DO NOT SCALE DIMENSIONS FROM DRAWINGS.USE CALCULATED DIMENSIONS ONLY. CENTERVILLE MA- - EX1O7 EXISTING FLOOR PLANS NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. EX102 EXISTING ELEVATIONS 3. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO INITIATING THE WORK.NOTIFY JURSIDICTION: THE ARCHITECT OF ANY DISCREPANCIES. - TOWN OF BARNSTABLE - A101 FIRST FLOOR PLAN A VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT.PROVIDE ALL BUCK-OUT LAND COURT PLAN p 0 A102 BASEMENT&SECOND FLOOR PLANS BLOCKING.BACKING.AND JACKS REQUIRED FOR INSTALLATION. REFER TO SITE PLAN - 5. VERIFY LCCATION OF ALL EXISTING UTILITIES AND SLEEVING:CAP.MARK.AND PROTECT - AS NECESSARY TO COMPLETE THE WORK.PROVIDE AS-BUILT PLAN OF ALL UTILITY ZONING DISTRICT: A201 WEST.SOUTH ELEVATIONS LOCATIONS` REFER TO SITE PLAN �7 A202 EAST,NORTH ELEVATIONS -6. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. - Barnstable Bldg. ept. - - � FLOOD HAZARD ZONE:- ]. SERVICE WATER PIPES IN UNHEATED SPACES TO BE INSULATED. REFER TO SITE PLAN 1 - A301 BUILDING SECTIONS A&B 9. PROVIDE OR'-STOPPING AT ALL INTERSECTIONS BETWEEN CONCEALED WALL AND HORIZONTAL SPACES Approved by. A302 BUILDING SECTIONS C&D - SUCH As OFFIT OR CEILING.PER MASSACHUSETTS STATE BUILDING CODE '^ 9. PROVIDE OR-STOPPING IN CONCEALED SOFFIT SPACES WHERE REQUIRED BY THE t . 9 U F. S STATE BUILDING CODE�hCY ( �// (� - O MASSACI J 1D. MOUNT --<OR HARDWARE HANDSETS AT 3d6-TO CENTERLINE UNLESS - OTHER -NOTED.VERIFY W/ARCHITECT. 11. USE CAST IRON WASTE LINES FOR ALL PLUMBING IN EILINGS AND WALLS. BUILDING CODE INFORMATION- STRUCTURAL -- - �,[� STRUCTURAL DRAWINGS 12. ALL INSU ATION MATERIALS SHALL HAVE FLAME-SPREAD RATING NOT TO EXCEED 25 AND A W-+- � SMOKE D:VEL.OPED RATING NOT TO EXCEED 6SO.PER MASSACHUSETTS STATE BUILDING CODE. BUILDIU N m, S-100 STRUCTURAL NOTES - MASSAN USETTS - _# LL a•^x s 13. CLEAR DEaR15 FROM ALL VENTILATION DRILL HOLES AND NOTCHES.•. MASSACHVSETTS STATE BUILDING CODE.9TH EDITION s`� z � _ _ .^�' -`' S-200 FOUNDATION PLAN - - �i7 In S-201 1ST FLOOR FRAMING PLAN ENERGY CODE: "' W z Z- p MASSACHUSETTS STATEBUILDING CODE 9TH EDITION S-202 ROOF FRAMING PLAN - RESCHECK a 5.0.0(20151ECC) - Q uj $-300 TYPICAL DETAILS&SECTIONS - - s� I�r E"'Fdx VICINITY MAPS: Lu �dy _ O APPROXIMATE LOCATION OF SITE Z Q tn L a to a ill I Im w w tn Lu I / o i U T ISSUED FOR: BUILDING PERMIT / PRICING 06.05.19 A000 o a z ® � ® DID JFVT um ® ® ® � 00 I 1 ®l® - zw a � o y _- I < o I oo E X 1 5 T I N G NE S T E L E VAT I ON I ------- -------- ------- Q cn Z Lu A o > o EX15T I NG 50UTH E L E V A T I ON IILU Q tn 0 U 0 LU �z- > ®I a z LLI � Z � tn 0 N o m a rm O M a E- 1-- -- - ------- - ------------------ ------- - ---------------------- ------------- 7f z EXISTING EAST ELEVATION I O x.ue.w•.ra LU ______________________________ __________ z i W LU i i �EX15TING NORTH ELEVATION EX102 �r,�.v,•.rc• A --� O C G o m . - __—— — PROVIDE NEW ASPHALr SHINSLE5 _ _ _ TO MATCH E%ISTINS PROVIDE NEW VINYL SIDINS 6 �n TO MATCH E%ISTIN6 / - - - _ - _ - - _ _ - - - - - _ I IN Di® Hil Ul _ !� i rIv vAv) u `� (7 NEW SAR DOORS i ♦ Q Z LU F-- in . W E 5 T ELEVATION Q Z O W f"' > a a O .�-�> �• LU tn J �� 0 V N f LA �� Q a S PROVIDE NEW ASPHALT 5HINSLESQT TO MATCH E%ISTINS / O PROVIDE HEW VINYL 5IDINS _ O / E%ISTINS TO MATCH E%I5TINS w L ui tn SOUTH ELEVATI ON Io A201 U 00 .................. / Z oa `� �OWV11 , om TP[XATL1l�15 RlS SH PROVIDE EWV DING TO MATCH E%ISTINfi IN lam Z U, cn EAST ELE VATI ON .. - Q {z O s V a aLU > o. z LULn 0 U N L m to Ix cn �- � TO VIDE MATCH EXlSTINS ASPH T SXIN6LE5 Z TO MATCH E%ISTIN9 NOTE VERIPYHEI&HT.LOCATICHAND LLEARANGES OF FIREPLACE PROVIDE NEW VINYL SIDMb / KTH M T FACTU5 M FIELD Alm TO MATGN E%ISTIN6 _ PoTN MAWFALILRER5 REOVIREFffNfS m -1 LU m ILM I Ln LU --------------- NORTH ELEVATION A202 „ x,+LE.v+•.rc• U od - cn Q z 2-CAR 6ARA6E 9 Lu MASTER CLOSET MASTER BATH LIN. 2 2 3 STAIR TO BASEMENT 4 O a f 3 - - -- - 9 TOP OF FIRST FLOOR SIMFLOOR BELOW EXSINS AT AT HOU5E . Y ------------------- ------------------- - .. w -( CRAWL >. .. - NEW BASEMENT I S 969almNT _._._._OF SLAB Lu k t { N Z L N B U I L D I N G S E G T 1 O N A 0 U 0 tn UJ [— > OC a z a w C]I o 2-GAR 6ARA6E LIVING ROOM - LL 2 Nam:AB NM*TO BEPITc�vTO 3 BASEMENT/GRAWLSPAGE SLAB ASSEMBLY FLOOR ASSEMBLY 3 (DECK/PORCH) M �- DRAIN.CONTRACTOR TO PROVIDE . RAISED LURE AT PERIMETER GF - I S EX5TIN6 GARAGE AREAS TO ALLOW -4"POURED CONCRETE SLAB - X 4 DECKING(MATERIAL TBD) FOR RAISED SLAB-VERIFY IN (SEE STRUCTURALP.T.FLOOR JOISTS(REFER TO 5-PLAN5) FIELD MIL.POLY.VAPOR BARRIER PITCHED OF A55EMBLY GARAGE SLAB ASSEMBLY b 2 -ARCHITECTURAL ASPHALT ROOF SHINGLES -4°POURED CONCRETE SLAB(PITCHED AT 1/H"PER FOOT) (TO MATCH EXI5TIN6 ROOFING) - (SEE STRUCTURAL DWGS) -500 ASPHALT BUILDING PAPER GR A—.L- -6 MIL.POLY VAPOR BARRIER (PROVIDE ICE 6 WATER BARRIER AT PITCH LE55 THAN 4/12) -5/5"PLYWOOD SHEATHING FLOOR ASSEMBLY 1 (WOOD, CARPET) (SEE FRAMING (SEE STRUCTURAL DW65) Q FINISH FLOORING,TIED -CLOSED CELL SPRAY FOAM INSUL.0RH5/INCH MIN.-5/4"ADVANTEGH EUBFLOOR (TOTAL MIN R-49)(IF OVER CONDITIONED SPACE) L z -FLOOR FRAMING,(SEE STRUCTURAL DRAWIN65) WALL ASSEMBLY I (FOUNDATION) _O O -CLOSED CELL SPRAY FOAM INSUL.FULL DEPTH OF JOIST UP TO 12"FROM BAND J015T - -"TUFF-N-DRI"SYSTEM.OR EQ. . -PROVIDE FIBER6LAS5 BATT INSULATION FOR REMAINDER OF -POURED CONCRETE FOUNDATION `J FLOOR AREA R-50 MIN. (SEE STRUCTURAL DW65) tn 4 FLOOR ASSEMBLY 2 (TILE) b WALL ASSEMBLY 2 N + -FINISH FLOOR TILE MATERIAL,TBD -VINYL SIDING SYSTEM TO MATCH EXISTING HOUSE REFER TO SECTIONS FOR T.O.5UBFLOOR -15b BUILDING FELT OR SUBSTRATE RECOMMENDED BY INSTALLER _ -THIN MUD SET - -1/2"PLYWOOD 5HEATHIN6 Q -UNDERLAYMENT: SCHLUTER DITRA -2X WALL FRAMING MAT MEMBRANE,AS REQUIRED -9/4"ADVANTECH SUBFLOOR -CLOSED CELL SPRAY FOAM INSUL. -FLOOR FRAMING, ®R&5 .R/INCH MIN. (TOTAL MIN20) (SEE STRUCTURAL DW65) -INTERIOR WALL FINISH,TBD. m m CLOSED CELL SPRAY FOAM INSUL. OF B U I L D I N G S E G T I O N B FFULL DEPTHROM BAND JOISOIST UP TO 12° SCALE:9/5"=1'-0" -PROVIDE FIBER6LA55 BATT INSULATION FOR REMAINDER OF FLOOR AREA R-50 MIN. A301 U BASEMENT/GRAWLSPAGE SLAB ASSEMBLY FLOOR ASSEMBLY 3 (DECK/PORCH) b -4"POURED CONCRETE SLAB - S - X 4 DECKING(MATERIAL TBD) (SEE STRUCTURAL DW65) FLOOR JOISTS(REFER -6 MIL.POLY VAPOR BARRIER - PITCHED ROOF ASSEMBLY ] O GARAGE SLAB ASSEMBLY 6 r ti:e 45./-(HMTGH EXI5TIN6 MD6E HEIGHT AT bARA6� ^ -ARCHITECTURAL ASPHALT ROOF SHINGLES , 2 -4"POURED CONCRETE SLAG(PITCHED AT I/5"PER FOOT) (TO MATCH EXI'TINb ROOFING) - (S= STRUCTURAL DWGS) -SO#ASPHALT BUILDIN6 PAPER - :� - -6 MIL.POLY VAPOR BARRIER (PROVIDE ICE 8 WATER BARRIER AT PITCH LESS THAN 4/12) ' -5/8"PLYWOOD SHEATHINb -ROOF FRAMING FLOOR ASSEMBLY (WOOD,CARPET) (SEE STRUCTURAL DWbS) Arz HATCH N� � � 3 - NEW TRIM AT ADDITION TO AL16N WITH TRIM -3/4'FINISH FLOORING,TBD - -CLOSED CELL SPRAY FOAM INSUL.®R65/INCH MIN. AT EXI5TIN6 6ARA&E-VERIFY HE16M5 AND '^I -5/4"ADVANTEGH SUBFLOOR (TOTAL MIN R-49)(IF OVER CONDITIONED SPACE) DETAILS IN FIELD .Q ..- 7. -FLOOR FRAMING.(SEE STRUCTURAL DRAWINGS) - - - -CLOSED CELL SPRAY FOAM INSUL.FULL DEPTH OF JOIST WALL ASSEMBLY I (FOUNDATION) UP TO 12"FROM BAND JOIST -"TUFF-N-DRI"SYSTEM.OR EO. - - - -PROVIDE FIBERGLASS BATT INSULATION FOR REMAINDER OF -POURED CONCRETE FOUNDATION - "- FLOOR AREA R-50 MIN. - (SEE STRUCTURAL DWGS) 4 FLOOR ASSEMBLY 2 (TILE) 8 WALL ASSEMBLY 2 Q MASTER BEDROOM MA5TER BATHROOM s -FINISH FLOOR TILE MATERIAL,TED -VINYL SIDING SYSTEM TO MATCH EXISTING HOUSE REFER TO SECTIONS FOR T.O.SUBFLOOR -15#BUILDING FELT OR SUBSTRATE'RECOMMENDED BY INSTALLER Z - THIN MUD SET - -1/2"PLYWOOD SHEATHING - u -UNDERLAYMENT: 5CHLUTER DITRA -2X WALL FRAMING �✓ 4' - _ - n MAT MEMBRANE,AS REQUIRED - - - -CLOSED CELL SPRAY FOAM INSUL. 3/4"ADVANTEGH SUBFLOOR - ®R6.5/INCH MIN. (TOTAL MIN.R20) 8 -FLOOR FRAMING, - - -INTERIOR WALL FINISH,TBD. _ _ _ _ _ _ .— .—.—. —. — - — _. .—.— — —_— — --- - - - - — — --- (SEE STRUCTURAL DW65) _ _�Q. Z W . -CLOSED CELL SPRAY FOAM INSVL. Z FULL DEPTH OF JOIST UP TO 12' / TOP DH'FIRST FLOOR SIBFLOOR Q FROM BAND JOIST V -PROVIDE FIBERGLASS BATT INSULATION m FOR REMAINDER OF FLOOR AREA - - - - - R-SO MIN. o.. o - NEW BASEMENT I . �TOP OF BASElffM SLAB W F V °ZBU IL0ING SECTION G I-- N SCALE:3/8"=I'-0" Q Z 0 6 � Lu 0 E%ISTRK RI06E HE*HHT AT 6ARA6E) - a Z Lu Z r Q tn o NOTE, `N`'' W ,�•," NEW TRIM AT ADDITION VERIFY IFY WITH TRIM AT AI S IN 6ARA6E-VERIFY lglbHfS AND U 0 - DETAILS IN FIELD - V O i a T 1 .. m C to N LIVIN6 ROOM KITCHEN 'qBq T K 5 B 8 —.—.— —.— —.- —.— -.— .— FLOOR` �R�_._ - y EXISTING AT HDUSE Z Z _______ ____ U U 1 NEW BASEMENT W W Z Z TOP OF BASEFffNf SLAB § m m BUILD I NG SECTI ON D 302 SCALE:5/H"=1'-0" GENERAL NOTES CONCRETE NOTES WOOD FRAMING NOTES e I.CONCRETE MIXTURE,FORM-WORK,DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 1.ALL FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"INDS),AND SUPPLEMENT SPECIFICATIONS, THE FOLLOWING GOVERNING STANDARDS: rpJ' 1.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING (LATEST EDITION),UNLESS OTHERWISE NOTED. "DESIGN VALUES FOR WOOD CONSTRUCTION",LATEST EDITION.MAXIMUM MOISTURE CONTENT SHALL BE 19%. ' - A.THE MASSACHUSETTS STATE BUILDING CODE,9TH EDITION(FOR ONE-AND TWO FAMILY DWELLINGS)AND ALL OTHER 2.CONCRETE MATERIALS SHALL BE:TYPE I OR 2 PORTLAND CEMENT,SAND AND GRAVEL AGGREGATES.CONCRETE SHALL 2.PRESSURE TREATED WOOD MEMBERS USED FOR PLACEMENT AGAINST CONCRETE OR MASONRY(SILLS,PLATES,ETC.)SHALL BE PRESSURE TREATED WITH ACQ BE AIR-ENTRAINED PER ACI RECOMMENDATIONS.CONCRETE COMPRESSIVE STRENGTH,(F'C)IN 28 DAYS,WHEN TESTED IN PRESERVATIVE,OR APPROVED EQUAL,TO MINIMUM RETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. AGENCIES HAVING JURISDICTION. ACCORDANCE WITH ACI 318-LATEST EDITION,SHALL BE AS FOLLOWS:ALL CONCRETE WORK-3,000 PSI. -USE F'C=4,000P51 CONCRETE FOR GARAGE SLAB. 3.ALL EXPOSED WOOD MEMBERS USED FOR STRUCTURAL FRAMING,DECKING,STAIRS,RAILS,BRACING,ETC.SHALL BE PRESSURE TREATED WITH ACQ PRESERVATIVE,OR inB.182 .Pc B.ACI"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."(ACI 318-BUILDING CODE REFERENCED EDITION) P.o.HPIM APPROVED EQUAL,TO MINIMUM DETENTION OF 0.6 PCF IN ACCORDANCE WITH AWPA C3. - ' � .h1A5HPEE.MA02649 C.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION INDS),BUILDING CODE REFERENCED EDITION. 3.THE MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS,FOOTINGS,PIERS,ETC.,SHALL BE 4".THE MAXIMUM -CONCRETE SLUMP FOR SLABS SHALL BE 3".EXCEPT FOR NON-EXPOSED INTERIOR CONCRETE SLABS ON GRADE AND 4..ALL'CONNECTORS,CONNECTIONS,FASTENERS,ETC.USED TO SECURE ACQ PRESSUE TREATED LUMBER SHALL BE TRIPLE ZINC COATED HOT DIPPED GALVANIZED OR PnoK:soa-z2l-neo�wc 1- u i D.SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS ANSI/AISC 360(BUILDING CODE REFERENCED EDITION). INTERIOR DECK SLABS.ALL CONCRETE SHALL BE AIR ENTRAINED TO 5%(+/-1%). STAINLESS STEEL. 2.T HE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL FLOORS,ftOOFS,WALLS AND 4.ALL MIXING,TRANSPORTING,PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE 5.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE.ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED ADJACENT PROPERTYHALL PEVIDETE CONDITIONS SHORING RECOMMENDATIONS OF THE CURRENT AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND GUIDELINES. GRADING AGENCY AND SHALL BE KILN DRY.AAS LL WOOD WALL FRAMING(STUDS,SILLS,PLATES,BRIDGING,BLOCKING ETC.SHALL BE 2x6 SPF#2 OR VERSA-STUD 1.7 2650 AS MANUFACTURED BY BOISE CASCADE. -SEAL: 3.ALL CONSTRUCTION IS TO CONFORM TO THE MASSACHUSETTS STATE BUILDING CODE AND ALL APPLICABLE PRODUCT AND S.NO SLAB-ON-GRADE INFILLS HAVE BEEN DESIGNED FOR BUOYANCY UPLIFT FORCES DUE.TO GROUNDWATER OR VERSA-COLUMNS SHALL HAVE.A MINIMUM ALLOWABLE FIBER BENDING STRESS Fh=2,750 PSI,.AND MINIMUM AXIAL COMPRESSIVE STRENGTH Fc=3,ODO PSI;AND MINIMUM FLOODING. - MODULUS OF ELASTICITY(E)=1,800,000 PSI.SIZE OF STUDS AND COLUMNS PER PLAN SPECIFICATIONS. DESIGN STANDARDS.ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THATTHE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS. - 6.ALL GROUT SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI.THE 6.LUMBER WHICH 15 SPLIT,CRACKED,NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE,UNLESS �{ LARS JENSEN MAXI M U M APPLICATION TH ICKN ESS OF G ROUT UN DER COLD M N BASES SHALL BEI ". OTH ERWISE APPROVED I N W RITI N G BY TH E STRU CTURAL ENGIN EER. O' STRUCTURAL 4,ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR - MATERIALS,TESTS,AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED THE MASSACHUSETTS BUILDING _ - - N0 SUED2 CODE. 7.REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60,EXCEPT WHERE NOTED. TTHE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADEANDSPECIES FORTHESPECIFIED USE.ALL LUMBER SHALL BE GRADE STAMPED BVA RECOGNIZED 9% ALL REINFORCING BARS WELDED TO A STEEL SECTION SHOULD BE OF WELDING GRADE 40.RUSTED BARS WILL BE GRADING AGENCY AND SHALL BE SURFACE DRY: _ 5.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK.ANY IMMEDIATELY REJECTED AND REQUIRED TO BE REPLACED AT NO ADDITIONAL COST. - - '- - - DISCREPANCY BETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO DIMENSIONAL LUMBER(FOR NOWEXPOSED MEMBERS): - -T - THE ENGINEER IN WRITING BEFORE PROCEEDINGWITH ANY WORK. B.DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACI PUBLICATION 315 -FLOOR JOISTS&BEAMS:1-JOIST AND LVL PER SPECIFIED MANUFACTURER MODEL AND/OR STRENGTH - 06/0S/2019 AND CURRENT CRSI SPECIFICATIONS,LATEST EDITIONS. -TYPICAL FRAME WALL STUDS:#2 SPRUCE PINE FIR:FC=1150 PSI,E=1.4E6 PSI 6.OPENINGS THROUGH THE FRAMING AND FOUNDATION MAY NOT ALL BE SHOWN ON THESE DRAWINGS.THE GENERAL - - -TIMBERS AND POSTS:PER PLAN SPECIFICATION FOR SIZE AND STRENGTH - CONTRACTOR SHALL DETERMINE REQUIRED OPENINGS FOR MECHANICAL OR OTHER PURPOSES AS HE SHALL PROVIDE 9.UNLESS OTHERWISE SHOWN ON THE DRAWINGS,REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING ADDITIONAL FRAMING AND REINFORCING STEEL FOR ALL OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR SHALL MINIMUM CONCRETE COVER: 8.EXPOSED WOOD FRAMING SHALL BE SOUTHERN PINE,GRADE NO.2 OR BETTER AND PRESSURE TREATED. VERIFY SIZE AND LOCATION OF ALL OPENINGS.ANY DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS BOTTOM OF FOOTINGS 3" - - SHALLBEBROUGHTTOTHEENGINEER'S IMMEDIATE ATTENTION FOR REVIEW. FORMED SIDES.OF FOOTINGS 2" 9.ALL LAMINATED VENEER LUMBER(LVL)TO HAVE A MINIMUM ALLOWABLE BENDING STRESS(FB)OF 2,600 PSI.THE MINIMUM ALLOWABLE COMPRESSION STRESS(FC) - - FOUNDATION WALLS 1'/i" PERPENDICULAR TO THE GRAIN SHALL BE 750 PSI.THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY(E)SHALL BE 1,900,000 PSI.INSTALL LVI'S IN STRICT ACCORDANCE 7.FOUNDATIONS,FIRST FLOOR AND ROOF FRAMING HAVE BEEN DESIGNED FOR THE FOLLOWING LIVE LOADS: SLAB ON GRADE 2"BELOW TOP SURFACE - WITH THE MANUFACTURER'S INSTRUCTIONS.REFER TO FRAMING PLANS FOR HIGHER STIFFNESS LVL MEMBERS,IF NOTED AS"LVL(2.0E)",PROVIDE LVL WITH A.GRAVITY LOADS: - - ALLOWABLE BENDING STRESS(Fh)OF 3,100 PSI,AND MODULUS OF ELASTICITY(E)OF 2,000,000 PSI. Z' -GROUND SNOW:pg=30 PSF,pT=25 PSF(UNBALANCED 30 PSF); 30.COLUMN ANCHOR BOLTS ARE TO BE FURNISHED AND INSTALLED ACCORDING TO DESIGN PLAN.ALL COLUMN ANCHOR p -BEDROOMS=30 PSF - BOLTS SHALL BE SET BY TEMPLATE. 10.DETAILS OF WOOD FRAMING SUCH AS NAILING,BLOCKING,BRIDGING,FIRESTOPPING,ETC.SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL DESIGN �+ -OTHER ROOMS=40 PSF - -' - SPECIFICATION(AFPA),THE TIM BER CONSTRUCTION MANUAL(AITC). - w .. 11.ALL CONCRETE SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS COMPLETED.PROVIDE PROPER CONCRETE B.WIND LOAD[=CONTROLLING LATERAL FORCE](PER MASS.BUILDING CODE AND ASCE7-30): PROTELTIO NOR HEAT IN COLD WEATHER AND MAINTAIN PROPER CURING PROCEDURES IN ACCORDANCE WITH ALL 11.ALL ENGINEERED LUMBER PRODUCTS SHALL BE AS MANUFACTURED BY WEYERHAUESER,BOISE CASCADE,LOUISIANA PACIFIC CORPORATION OR APPROVED EQUAL. -WIND SPEED Vult,140 MPH; CURRENT ACI CODE OF STANDARD PRACTICE SPECIFICATIONS AND GUIDELINES - -EXPOSURE"B" .. 12.WHERE DIMENSIONAL FRAMING LUMBER IS FLUSH FRAMED TO ENGINEERED LUMBER OR STEEL GIRDERS,SET THESE GIRDERS I/4"CLEAR BELOW THE TOP OF FRAMING 12.ALL REINFORCING BARS SHALL BE COLD BENT IN ACCORDANCE TO THE PROPER RADII ESTABLISHED BY THE ACI.UNDER LUMBER TO ALLOW FOR SHRINKAGE. - - C.THE BUILDING IS NOT LOCATED IN A FLOOD HAZARD ZONE. NO CIRCUMSTANCES SHALL HEAT BE APPLIED TO THE BARS TO OBTAIN BENDS - 13.FOLLOW MANUFACTURERS'SPECIFICATIONS FOR ERECTION,INSTALLATION,AND PLACEMENT OF ENGINEERED LUMBER PRODUCTS.PENETRATIONS THROUGH 8.NOTIFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT THE 1N'LYIN ACC OF RDANCEWIT CONCRETE MIXES AT FACTURER'S SITEIS NOT ALLOWED EXCEPT FOR SUPRERPLASTICIZED MIXES,AND ENGINEERED LUMBER PRODUCTS 15 EXPRESSLY NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER. STRUCTURAL DESIGN. ONLY IN ACCORDANCE WITH THE MANUFACTURER'S MIX DESIGN SPECIFICATIONS. - - 14.USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. 14.All CONCRETE SHALL BE READI-MIXED AT PLANT COMPLYING WITH ASTM C94 AND ASTM C1116.SITE MIXING IS NOT ALLOWED. 15.LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. FOUNDATION NOTES 15.CHAIR BARS FOR SECURE PLACEMENT AND POSITIONING OF REINFORCING STEEL 15 TO BE PROVIDED.REINFORCING 16.STAGGER LAP ALL PLATES AND SILLS AT CORNERS AND AT ALL INTERSECTIONS OF PARTITIONS. SUPPORTS SHALL BE OF PROPER HEIGHT,LENGTH,SPACING,SIZE AND MATERIAL TYPE;IN NO CASE SHALL BRICK,WOOD,OR OTHER NON-CONFORMING REINFORCING STEEL SUPPORTS BE USED. 17.UNLESS OTHERWISE NOTED,PROVIDE THE MINIMUM HEADER SIZES OVER ALL OPENINGS(LOAD BEARING WALLS ONLY)AS FOLLOWS: 1.ALL FOOTINGS SHALL BEAR LEVEL ON ACCEPTABLE SOIL OR COMPACTED STRUCTURAL FILL,HAVING A MINIMUM L= ALLOWABLE BEARING CAPACITY OF 2,000 LB PER SQUARE FOOT.ACCEPTABLE MATERIALS ARE CONSIDERED TO BE PROOF - INTERIOR WALLS-(2)2%30 EXTERIOR WALLS-(3)2X30 ¢p - ROLLED EXISTING GRANULAR FILL. STRUCTURAL STEEL NOTES 18.UNLESS OTHERWISE NOTED,ATTHE ENDS OF ALL BEAMS,HEADERS,AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO THE 2.SUBSOIL BEARING STRATA SHALL BE FREE FROM ALL VEGETATION,LOAM,AND ORGANIC MATERIAL.ALL SILT,FILL,TOPSOIL, - WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4"ATTHE INTERIOR WALLS AND 6"ATTHE EXTERIOR WALLS. AND OTHER UNACCEPTABLE SOIL MATERIALS SHALL BE EXCAVATED AND REMOVED FROM THE SITE AT ALL FOUNDATION AND 1.STRUCTURAL STEEL ROLLED SHAPES SHALL BE NEW STEEL CONFORMING TOTHE FOLLOWING ASTM DESIGNATIONS: s SLAB-ON-GRADE LOCATIONS.SPECIFIED STRUCTURAL,COMPACTED FILL SHALL BE SUBSTITUTED AT THESE LOCATIONS. - 19.USE/4"THICK TONGUE AND GROOVE"EXTERIOR GRADE"PLYWOOD FLOOR SHEATHING,%"THICK"EXTERIOR GRADE"PLYWOOD ROOF SHEATHING,AND)$""EXTERIOR m GRADE"PLYWOOD AT ALL WALLS,UNLESS OTHERWISE SHOWN ON PLANS.ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS.ALLPLYWOOD 3.IF BEARING MATERIALS(OTHER THAN THOSE DESCRIBED ABOVE)WITH A LOWER ALLOWABLE BEARING CAPACITY THAN ASTM A36 ALL ANGLES,CHANNELS,PLATES AND MISC.FRAMING MEMBERS, SHALL BE APA RATED AND CLEARLY STAMPED. 2 2,000 LB PER SQUARE FOOT ARE ENCOUNTERED,THE UNSUITABLE MATERIALS SHALL BE REMOVED AND REPLACED WITH UNLESS OTHERWISE NOTED,(MINIMUM YIELD STRENGTH FV=36,000 PSI). SUITABLE MATERIAL AS SPECIFIED AND APPROVED BY THE STRUCTURAL ENGINEER. 20.PROVIDE SOLID BLOCKING BETWEEN ALL FLOOR JOISTS AND DOUBLE ALL JOISTS UNDER EACH PARTITION.EACH END OF EACH JOISTSHALL BE FULL DEPTH BLOCKED AT ASTM A307 GR."A" ALL ANCHOR BOLTS,LAG SCREWS UNLESS NOTED OTHERWISE. THE SUPPORT LOCATION.PROVIDE JOIST BRIDGING AT MID-SPAN AND QUARTER POINTS,OR AS SHOWN ON DRAWINGS.BRIDGING PLACEMENTSHALL NOT EXCEEDS FT. 4.DO NOT BACKFILL PRIOR TO COMPLETE CONSTRUCTION OF THE 1ST FLOOR FRAMING&FLOOR SHEATHING.FDN WALLS DO _ O.C.SPACING. - NOTWITHSTANDEXISTING LATERAL SOIL PRESSURES UNTIL THE NEW FLOORS ARE IN PLACE AND COMPLETELY CONNECTED. ASTM A325 ALL BOLTS CONNECTING STRUCTURAL STEEL MEMBERS. 21.USE FULLY NAILED METAL CONNECTORS(USP,SIMPSON,OR EQUAL),JOIST,OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. S.ALL FOOTINGS SHALL BE PLACED ATOP PROOFROLLED ACCEPTABLE SOILS OR COMPARED STRUCTURAL FILL COMPACTED ASTM A53 GR."B" ALL PIPE STEEL COLUMNS(MINIMUM YIELD STRENGTH FY=35,000 PSI). PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS.REFER TO FRAMING PLAN FOR CONNECTOR TYPES. TO 95%MODIFIED PROCTOR DENSITY,AFTER REMOVAL OF UNSUITABLE MATERIALS.BACKFILL UNDER ANY PORTION OF THE BUILDING FOUNDATIONS SHALL BE COMPACTED IN 6"TO 8"LIFTS OF 95%MODIFIED PROCTOR DENSITY. 22.ALL NEW PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION(A.P.A.)GLUED FLOOR - ALL ANCHOR BOLTS OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED OR SYSTEM.WOOD GLUE TO BE CONTECH,INC.,PL400 SUBFLOOR CONSTRUCTION ADHESIVE,OR APPROVED EQUAL. Z 6.THE STRUCTURAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS. STAINLESS STEEL. CONTACT THE E.O.R.PRIOR TO FOOTING CONSTRUCTION TO ALLOW REVIEW AND APPROVAL OF EXISTING SITE SOIL - 23.CROSS WALLS AND TIE BEAMS ARE TO PROVIDE THE LATERAL RESTRAINT FOR THE BUILDINGS AND SHOULD BE SECURELY ATTACHED AT EACH END AND/OR TO THE F- CONDITIONS,OR ENGAGE A LICENSED GEOTECHNICAL ENGINEER FOR VERIFICATION OF SUFFICIENT BEARING CONDITIONS. 2.GROUT USED UNDER COLUMN BASE PLATES SHALL BE NON-SHRINK AND NON-METALLIC WITH A MINIMUM COMPRESSIVE EXTERIOR WALLS. Q STRENGTH OF 5,000 PSI IN 28 DAYS.UNLESS OTHER APPROVED BY THE ENGINEER MAXIMUM APPLICATION THICKNESS OF Q 7.NO FOUNDATION OR SLAB SHALL BE PLACED IN WATER OR ON FROZEN GROUND.SUCH FOUNDATIONS OR SLABS PLACED IN THE GROUT SHALL BE lYz INCHES. 24.ALL SILLS AND TOP WALL PLATES SHALL BE DOUBLED 2X6'S WITH EACH CORNER STAGGER-LAPPED.SILLS AGAINST CONCRETE SHALL BE PRESSURE-TREATED. Q SUCH CONDITIONS WILL BE IMMEDIATELY REJECTED AND REQUIRED TO BE FULLY REPLACED AT NO ADDITIONAL COST OR - 1 CONTRACTTIME EXTENSION. 3.ALL STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TOTHE STANDARDS OF THE CURRENTAISC 25.BUILT-UP BEAMS(3 PIECES MAXIMUM)USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2 ROWS OF 10d ANNULAR RING NAIISAND U SPECIFICATIONS FOR DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. LVL'S WITH 3 ROWS OF 16d ANNULAR RING NAILS EACH SIDE AT 12"O.C.,OR AS OTHERWISE NOTED ON THE DRAWINGS,OR AS RECOMMENDED BY THE MANUFACTURER. z 8.ALTHOUGH GROUNDWATER ISSUES DURING CONSTRUCTION ARE NOT EXPECTED TO BEAN ISSUE,THE CONTRACTOR SHALL NAILS USED FOR BUILT-UP PIECES SHALL BE ANNULAR RING NAILS. W PROVIDE ALLSUFFICIENT MEANS OF SITE DEWATERING,AS NECESSARY,TO ENSURE FOUNDATIONSAND SLABS ARE PLACED AS 4.ALL WELDING SHALLCONFORM TOTHE CURRENTSTANDARDOF THEAMERICAN WELDING SOCIETY(A.W.S.).ALLSHOP - Cl SPECIFIED. - AND FIELD WELDS MUSTBE MADE BYAPPROVED CERTIFIED WELDERS. - 26.ALL NAILS,FASTENERS,AND CONNECTORS EXPOSEDTOTHE WEATHER SHALL BE HOT-DIP GALVANIZED.ALL CONNECTORS AND FASTENERS WHICH ARE USED WITH �'1 - PRESSURE TREATED WOOD SHALL BE AISI 304 OR 316 STAINLESS STEEL. - W 9.THE FOUNDATIONS HAVE NOT BEEN DESIGNED FOR BUOYANCY UPLIFT,FLOODING OR HYDROSTATIC PRESSURES.THE 5.ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL CONFORM TO ASTM A233(CLASS 70).ALL WELDS NOT SHOWN C BUILDING HAS NOT BEEN DESIGNED FOR A FLOOD HAZARD ZONE. - SHALL BE AWS MINIMUM.ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED. 27.ALL ROOF RAFTERS SHALL BE ATTACHED TOTOP WALL PLATES WITH SIMPSON H-I,H-10,(OR DRAWING DESIGNATED)TIES,FULLY FASTENED WITH MANUFACTURER'S NAILS. -J - R I 10.ST URURAL FILL:IMPORTED STRUCTURAL FILL MUST BE FREE OF ORGANIC,FROZEN,OR OTHER DELETERIOUS MATERIAL 6.SPLICING STRUCTURAL MEMBERS WHERE NOT DETAILED ON THE DRAWING IS PROHIBITED.C AND CONFORM TO THE GRADATION REQUIREMENTS OUTLINED BELOW.STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS - 28.PLYWOOD FLOOR,ROOF AND WALL SHEATHING SHALL BE ATTACHED TO EACH SUPPORTING FRAME MEMBER.MIN.FASTENERS SHALL BE Ed COMMON SIZE,ANNULAR = W NO EXCEEDING 12 INCHES THICK FOR SELF-PROPELLED VIBRATORY ROLLERS,AND 8 INCHES FOR VIBRATORY PLATE 7.DURING THE CONSTRUCTION PHASE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL NECESSARY, RING NAILS WITH A MINIMUM 1-%"PENETRATION INTO EACH FRAME MEMBER(STUD,JOIST,RAFTER,BEAM ETC.).PANEL PERIMETER FASTENING SHALL BE 4.-OR V.ON F- COMPACTORS.STRUCTURAL FILL SHALL BE PLACED WITHIN THE FOOTING-BEARING(1HAV)ZONE AND BELOW ALL SLABS. TEMPORARY SHORING AND BRACING TO MAKE THE STRUCTURE STABLE AND PLUMB BEFORE COMPLETION OF CENTER STAGGERED(REFER TO SHEAR WALL TYPE OR ROOF OR FLOOR DIAPHRAGM NAILING NOTES ON PLANS),AND SHEAR WALL PANEL FIELD FASTENING SHALL BE B"OR U SIEVE SIZE STRUCTURAL FILL'(PERCENT PASSING BY WEIGHT) CONNECTIONS,STEEL FRAMES,SHEAR WALLS AND FLOORS. 12"ON CENTER(OR AS OTHERWISE SHOWN ON DRAWINGS).JOINTS IN ALL SHEATHING SHALL BE STAGGERED,EACH DIRECTION. C Z 8" 100 ♦_ 3" 70-100 B.TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL THE STRUCTURAL FRAME IS PROPERLY SECURED TO THE LATERAL 29.ALL WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION.ENGINEERED LUMBER PRODUCTS WHICH ARE NOT KEPT DRY WILL BE IMMEDIATELY REJECTED AND 3/4" 45-95 LOAD RESISTING ELEMENTS IN THE BUILDING.THE STABILITY OF THE FRAME DURING ERECTION IS THE CONTRACTOR'S REQUIRED TO BE REPLACED BYTHE CONTRACTOR AT NO ADDITIONAL COST. - NO.4 30-90 RESPONSIBILITY. - NO.10 25-80 30.IN NO CASE SHALLJOISTS,RAFTERS,BEAMS,POSTS,STUDS OR ANY OTHER FRAMING MEMBER BE CUT,NOTCHED,DRILLED,OR OTHERWISE MODIFIED WITHOUTTHE NO.40 IG-50 9.ALLSTEELSHALL RECEIVE SHOP APPLIED PRIMER PAINT.T000H UP ALL WELDS,SCRATCHES OR SCRAPES IN PAINTAFTER WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR SPECIFIED ONTHE DESIGN DRAWINGS. NO,200 0-12 ERECTION. 'NOTES: THREE INCH MAXIMUM PARTICLE SIZE WITHIN 12 INCHES OF SLAB GRADE. a 30.TORCH CUTTING OR HOLE BURNING IS NOT ALLOWED. 11.CRUSHED STONE SHALL BE%"ANGULAR,WASHED STONE(NO FINESI OF LIMESTONE OR GRANITE QUARRY,COMPACTED j TO ACHIEVE AN EQUIVALENT OF 95%MODIFIED PROCTOR DENSITY COMPACTION. 9 Z 0 s� STALE: AS NOTED DATE: 06/05/2019 DESIGNED BY: LI DRAWN BY: U - PROJECT#: ING19008 S-100 PRICING& PERMIT SET F F PAGE I Of 5 �e r° - &i Pewit➢.. _. . inghome.Pc P.O.Box1B2 .MASHPEB.MA 03649 phore SOB 321�2980 web n Houunet. .:- .. ..SEAL: 01 .. .. ? LARSJENSEN 1s•-0•• , 15'-0" , - STRUCN- .. .. .. - T.O.CONC.WALL _ REF.E -il" BEAM POCKET o �U T.o.coN<FrG 06/9/2015. oxc.FD Au HE,.ELEV 91 Io o r : z I II I . .. TO.CON;WAIT I FIG. 8-11 ., TO CONC FTG I REF ELEV. •. - ":, I .. 4"THK CONCRETE SLAB,REINFOEE I I - .. .. - 8-CONCFDN I I - .. - W/6rc6W2.1xW2.1 WIRE WELDED - WALL ILABRIC,PLACE REINFORCJNG AT T.O.CONC.WALL - - 12 0: - CC NTEROF 5LA0THICKNESS ATOP I REF EIEV.98'-11' ~ - THK.CONL FTG I I : hh : : CHAIR BARS,TYP.PROVIDE VAPOR C A T O CONC.FTG - - COY#; BARRIER,TVP. ELEV.=91'1" CON WAIIFDN r— —, 1'4:"x 12" - .. I Cl. Gl. I THI CONL FTG. I I I FOUNDATION PLAN . UP I .. Scale:1/4._1,-0" m KEY NOTES: FRAMED 2X4 PARTITI ON WALL fV NOT LOAD BEARING) I b12"CIA.CONE.SONOTURES,REINFORCE W/(1)-bS VERTICAL BAR AT CC NTER OF SONOTUBE.NO BELL FOOTING, T.O.CONC_WALL AT OPENING I I EG.BIGFOOTIS REQUIRED ASTHE SONOTUBES PROVIDE SUFFICJENTBEARING AREA,PROVIDE MIN.4'-0"FflOST u�t1 )REF ELEV.=MATCH T.O.CONG _ I " DEPTH FROM TO.GRADE TO B.O.CONC SONOTUBE,TYP.CONNECT P.T.DROP BEAM DECK VIA SIMPSON POST ELEVATION IN CRAWLSPACE I BASE,SIMPSON"ABU442"DIRECTLY TO SONOTUBE W/e"CIA DRILL&.EPDXY DOWEL W/5"EMBEDMENT �+ - DEPTH INTO CONC.,USE HILT)HY200 OR EQUAL EPDXY. CONC WAIL Cl. REF.ELEV.=98'-11" - I i b3"DIA STANDARD SE(4)-1 PIPE COLUMN LES FOR O NECTIONVIA(4)-50 SET PIPE) PROVIDE DGERLO SCRE"STL CAP TOLVL TE, 2 PROVIDE CONi.P.T.2x BEARING CAP PLATE SHALL HAVE(0�-s/lfi"DIA.HOLES FOR CONNECTION VIA(0�-s"LONG IEDGEflIOK SCREWS TO IVI T.O.o,c FTG I . GIRDER BEAM ABOVE,TYP..PROVIDE LEL0"x0-30'&.THICK STEEL.BASE PLATE,CONNECT AR. 1 PLATE AT BEAM POCKET IN NEW - - PER ELEV. FDNWALL FOR CONT.IL WEDGE ANCHORS W/MIN.5"EMBEDMENT DEPTH INTO CONC FOOTING,TYP.WELD ALL PLATES VIA%4""FILLET STEP FOOTING I L_ ~ —J I 3ETH THICK CONCRETE FOOT NG,RLD TO STEEL PIPE COLUMN, EINFORCE W/�C)—BARS EACH WAY,3"UP FROM BOTTOM ATOP CHAIR 61R5,//7 6 BEAM CUT OUT V 1 I — — -- — --l— — -- --- — -- STEP FOOTING • A y " !- TYP.PLACE FOOTINGS DIRECTLY BELOW 4"CON BASEMENT SLAB,TYP.' a�A�� -------- ———— ———— — -" 7 T I ye`12"THICK CONCRETE FOOTING,REINFORCE W/(3).5EARS EACH WAY,3"UP FROM BOTTOM ATOP CHAIR BARS, E? ll . .. .. - TO. CONC.FTG REF ELEV. I - T S-8"t OPENING 4 T.O.CON.FTG REF ELEV.= TYP.PLACE FOOTINGS DIRECTLY BELOW 4"CONC.BASEMENT SIAR,TYE.CONNECT THIS FOOTING TO CONTINUOUS I MATCH EXISTING FOOTING BELOW NEW FOUNDATION WALL MATCH E%)STING 5 MIN:FROST BELOW GRADE m MIN.3'-0"BELOWGMDE I 3"THKUNREINFORCEDCONCETE 12'-B" '� I I FOR FROST PROTECTION Z FOR FIR TPROTERION I DUST SLAB PROVIDE VAPOR BARRIER — --_------ — -- L-- : - - - - ,O "LEGEND: F— . — ——— -- 4 10' aCRACK CONTROL IOINT,REFER TO TYP.CONCRETE DETAILS ON S-300 BEAM POCKET IN EXIST CMU J J - I I W ' - BLOCKFDN WALL,GROUTCMUCELlS - 3 W� I I T.O.CONC.FTG . U SOLID BELOW BEAM POCKET,TYP. I .: REF.ELEV.= - _ _ _ Z _ MAT<H E%)STING W MIN 3'-0"BELOW Q //,{ EXISTING CMU LL' ~~ I I GBIE FOR FROST SHEAR WALL HOLD DOWNS: /EXISTING BUILDING' - PROTECTION - �E TOREMAIN FOUNDATION WALL TO REMAIN I I 8"CONC ON SIMPSOINTOCONCRE N / DIA ANCHOR RODS, RILL AND EPDXY WITH 8"EMBEDMENT C Z 2.5"HOLD DOWN WAIL TE FOUNDATION WALL,USE HILTI HY200,OR IMP50N"SET KP"ADHESIVES. Y _ NOTE.REFERTOERS FLOOR FRAMING PLAN FOR HOLD DOWN LOCATIONS RELATIVE TO IST STORY WALL Q g E%IST)NG BUILDING - - C—x F FRAMING MEMBERS. - Q - EXISTING CONCRETE TO REMAIN THK.CONG FTG. .. GJ. Z . FoOrvDATION WALL ' TO REMAIN - - /ING GARAGE - SLABTOREMAIN, - CUTBACKAND L I I NOTE. - - REPLACEIN-KINDS �4"THK CONCRETE SLAB,REINFORCE - - Z NEEDED FOR W/fix6-w2.1xw2.1 WIRE WELDED I T.O.CONC.WALL .ALL"HD-2"EMBED STRAP TIES MUST BE PLACED - - CONSTRUCTION FABRIC,PLACE REINFORCING AT I I REF ELEV-98'-11" - CENTER OF SLAB THICKNESS ATov I •_' I WITHIN THE FORMS BEFORE THE CONCRETE BCHAIR EBARS,TYP.PRovmEvnvon FOUNDATION WALLS ARE CAST.- a EMBEDDED TIE DOWNS: SIMPSON"STHD14"EMBEDDED TIE DOWN NOTE:HOLO DOWN MUST BE PLACED PRIOR TO CONCRETE - I PLACEMENT IF FOUNDATION WALL!PLACE TIE GOWN W/t/y"MIN..EDGE DISTANCE TO CORNER OF CONCRETE Y b ` - A PIERS,TYP NAIL W/(30)-16d(0162•DA.)SINKER NAILS TO SHEAR WALL PERIMETER MEMBER AS SHOWN ON m - ry r --- — — --J I 1ST FLOOR FRAMING PLAN TYP.SEES-201,1ST FLOOR FRAMING PLAN FOR TIE DOWN LOCATIONS,TYP. - Z, O pa 9 6"R.O. fi. .. 9'-6"R.O. . - 8• 'EXISTING 1T_11"E 11' - _ 24'4" SCALE: - AS NOTED - - DATE: a 06/05/2019 - DESIGNED BY: L G ED J DRAWN BY: Li - .. .. : PROJECT#: ING19008 S-200 PRICING&PERMIT SET R - PAGE 2 OF S ,5¢ 9ro +� twal devgn' inghouse.Po .. MABHIM .MABHPEE MA 02649 .. ph—508-221-2980 . - - weM www.4ghouanet .. .. .. .. SEAL: BEAM O CKET....IN ]0' NEW CON WALL 'tN$EN . �. STRUCiURAIAR6 JE IST FLOOR FRAMING PLAN I Scale:1/4'=1'-O' FULLDEPTHSOUD .. z.BLOCKING,TYP 0610S12019 TYp.:(al "\ suvvoRTs o$ I FULL DEPTH SOLID . 2x BLOCKING.TY, SUPPORTS Fpl 1ST FLOOR FRAMING NOTES: -_-_---- 1. NEW SUBFLOO K RSHEATHING SHALL BE: APA RATED;TBG,PLYWOODSHEATHING,NAILW/8d ANNULARRING - ... - --% ( NAILS @ 6"O.C.AT ALL PANEL EDGES AND IN FIELD,TYE.,PROVIDE U ANNULAR RING NAILS @ 6.O.0 ALONG FLOOR . CZ DIAPHRAGM EDGE,PROVIDE CONSTRUCTION ADHESIVE ATALL SHEATHING TO FRAMING CONTACT SURFACES TO MINIMIZE SQUEAKING. - Z 2. CONNECT ALL FRAMING RAFTER ENDS AT TOP.PLATE AND HEADER SUPPORTS(AT ALL EXTERIOR WALLS)W/SIMPSON O HD-1 'HIM'HURRICANE TIES,TYP. I ) - 3. ALL EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHALL BE FRAMED VIA 2.STUDS@16"O.C,TYP. __________________________ _________________ 4 __�I - 4. PROVIDE FULL DEPTH SOLID BLOCKING BTWN FLOOR1015T5 AT ALL BEARING SUPPORTS,WALLS&BEAMS,AND WHERE - - " . F- ____________________G_..__::::.._�r___......:: SHOWN ON PLAN, - .. _ _ 5 2 1 r" 9 i'LVL 2.OE FULL DEPTH SOLID 2 LEGEND. . HD-1 2.BLOCKING,TYP. I - ®®®2.BUILT-UP WOOD COLUMNS BELOW OWALL BELOW " BPG:SUPPORTS - - �y�• •,'.®®� C 2..BUILT-UP/ENG.WOOD COLUMNS ABOVE "":;WALL ABOVE I bIYP (NOTE MIN.NUMBEROFBUILT-UPWDODPOSTPUE55HALLSECONSTRUCTEDASSNOWNONPIAN.J �Or OOP�P� I TYP 1 ® H— DETAILS b FRAMING HANGER,SEE KEYNOTE FOR DETAI FULL DEPTH SOLID 2x BLOCKING 01 ti G 1 O¢ P SHEAR WALL HOLD DOWNS: PROVIDE FULL DEPTH SOLID ] _ 2.BLOCKING BTWN JOIST Q I p ENDS,AND CONNECT EACH @ O DECK JOISTS VIA.SIMPSON 4 I PROVIDE CONT.P.TI 2.BEARING SIMPSON"HDU5-SDS3.5"HOLD DOWN W/)S"DIA ANCHOR RODS,DRILL AND EPDXY WITHS"EMBEDMENT _ - "H2.SA"HURRICANE CLIP TO �C• G DN DEPTH INTO CONCRETE FOUNDATION WALL,USE HILTI HUM,OR SIMPSON"SET-XP"ADHESIVES. 1111WAT BEAMP CKETINNEW DROP BEAM BELOW,TYP. •OV G NOTE:REFER TO 1ST FLOOR FRAMING PLAN FOR HOLD DOWN LOCATIONS RELATIVE TO 15T STORY WALL FRAMING MEMBERS. ¢ O IYPa I _ 1 TYP. 4� ] _ I EMBEDDED TIE DOWNS: Z I ---_ TIE P., (EDGE NCRETE - - ---�r--- ------ -------- I--------- -----, -- --- PLACEMES-NNTOFFOUNDATION11 FBEWgILLI�P NCEFTOIE DOWN_:HOLDWYe'M MWN IN,EDGE TO CORNST BE PLACED PRIOR TO EROFCONCNET/( ) to / E PLEBS,VE NAILW/ D WAULIDIA)SINKER NAILS TO SHEAR WALL PERIMETER MEMBER ASSHOWN ON RE r 10" 15T FLOOR FRAMING PLAN.TYP.SEE S201,1ST FLOOR FRAMING PLAN FOR TIE DOWN LOCATIONS,TYP. -SEAM POCKET IN EXISTING CMU BLOCK FDN WALL,GROUT CMU CELLS KEYNOTES: MUD BELOW BEAM POCKET,TYP. ... V AMPSO,TYP.ALL FACE MOUNTSHANGER ILS(0.(USE-OW.3'ONG),T),NAIL W/(BF10tl AT FACE,AND16)-lOdx1.5 Q //,{ AT JOIST,TYP.ALL COMMON WIRE NAILS(O.lAe'D W.3'LONG),TYP. I"- /.STINGBUILDING b $IMPSON"HU2363"FACE MOUNT HANGER,NAIL W/(18)-I6d AT FACE,AND UO)-lOd AT BEAM,TYR ALL TO REMAIN COMMON WIRE NAILS(UA-0.162-DIA AND 10d=01A8'DIA,ALL.3"LONG),TYP. V CONNECT EACH FLOOR JOIST PMRVIA SIMPSON'HIM'HURRICANE CUPS TO FACE OF LVI GIRDER BEAM BELOW, ______ TYP.,ALTERNATE SIDES ON EVIL //,{ V CAP DUE PLATE SNDARDSTEEL E(Q-5PECOLUMN—HOLES MR O NECTIOD M INVBELOW,PROVIDLONGLIEOGERL RSCRE'STL CAPTOEV PLATE, C_J /EXISTING BUILDING CAP PLATE SHALL HAVE IO)-5/16"OIA HOLES MR CONNECTION VW IOFS"LONG LEDGERLOK SCREWS TO EVIL Z TOREMAIN GIRDER BEAM ABOVE,TYP.,PROVIDE O'-30"x0'-30" "THICK STEEL BASE PLATE,CONNECT VIA(4f5/8"DIA W ' WEDGE ANCHORS W/MIN.S"EMBEDMENT DEPTH INTO CONIC FOOTING,EYE.WELD ALL PLATES VLA35y'FILLET WELD TO STEEL PI PE COLUMN,TYP. l/1 V LVL POST ABOVE,SEE ROOF FRAMING PLAN,ALIGN WITH STEEL COLUMN BELOW. rY u `y V AMPSO,-LUTYP.ALL FACE MOUNTHANGERERS(MIQ-DA.-2 AT DBL),EY NAIL W/(fi)-lOtl AT FACT,AND(6E10d.1:5 Q - AT JOIST,TYP.ALLCOMMON WIRE WITS(0.1A8'D10..3'LONG),TYP. � g CONNECTLEDGERVIAS"LONGLEDGERLOKSCREWSATB'O.G STAGGERED,PROVIDE 2"TYP.EDGE DISTANCE KQ AT TOP AND BOTTOM OF LEDGER PROVIDE I.P.T.SHIMS AT I6"O.C.ED WN LEDGER AND WALLSHEATNING, Z IF DESIRED. LY Q c] L GENERAL SHEAR WALL NOI£5: CL /) RLl EXTERIOR FRAME WAILS SHALL BE CONSTRUCTFDAS SHEAR WALLS MEETING THE FOLLOWING r� REQUIREMENTS(2.STUDS @ 16"O.C.,TYP.): ...................._..._.. .... 2 SHEAR WALLTYPE'A':SHEATH WALL W ITH')fi THK APA RATED PLYWOOD SHEATHING,NAIL W/8d G ANNULAR COMMON RING NAILS(NAII DIA_31")IA"O.C.AT ALL PANEL EDGES,AND8"O.C."' FIELD,PROVIDE BLOCKING AT ALL PANEL EDGES,OR USE FULL HEIGHT 5HEATHING PANELS. Z EXISTING NEW Y GARAGE GARAGE m O SCALE: AS NOTED DATE: 06/05/2019 - DESIGNED BY: Li DRAWN BY: Li PROJECTM ING19008 S-201 PRICING& PERMIT SET P F PAGE 3 OF 6 3e it nw�de9�, .. �fiiegenuity . inghouse.m _ P O.B-82 .. .. .. .. .MASHPEE MA02649 phozze:E08-221-2980 .. ..SEAL: _ GIHDDTIIRAL 2-2x6,3-SPAN-CONT. 2.2x6 - '¢CIB' .. .. ... __. ------— ------ --- —___ - ... ... ----- ROOF FRAMING PLAN 06/OS/2099 . .: ----FW NIE fDLTLERiNUISEE— -------- _ ARCH)VI0.2M CEILING JOISTS ' ' AT CENTER OF SPAN UP TO __________________ ROOF FRAMING NOTES: _ 1. ALL TS)SHALBE SHEATHING NEW%BLOCKEDDIAPHRAGM W/NG,EL LONG NAILED IS Ed AIRAFTERS,STAGGER JOINTS)SHALL NEW "ANELE ES ED AND INFIELDG,NAILED W/ed ANNULAR RING NAILS(010.�.131°x2.5" ' - � -------- �-------- --- ------- ------ -LONG @4.O.C.AT BOTH PANEL EDGES AND INFIELD: 2. ROOF DIAPHRAGMEDGENAILING SHALL BE Bd ANNULAR PING NAILS CIA. DIA.x25' .LONG)@3O.C., — _ TYP.(INTO CENTER OF BARE JOIST). -- a-----� ------------------ 3. CONNECT ALL FRAMING RAFTER ENDS AT TOP PLATE AND HEADER SUPPORTS(AT ALL EXTERIOR WALLS)W/SIMPSON - 1 'H2.5A•HURRICANE TIES,—ADD HURRICANE CUPS AT EACH GARAGE RAFTERTOWALL PLATE CONNECTION. O - 6. SECURE,SEE LEGEND FOOFAREAS W/TIMBE0.LOK SCREWS OR SIM.TO MAIN ROOF STRUCTURE AGAINST UPLIFT LOADING,SEE LEGEND FOR OETAlLS. 5. REFER TO SHEET S-300 FOR TYPICAL DETAILS&FRAMING SECTIONS. 2 LEGEND: BEEN 2.BUILT-UP/ENG.WOOD COLUMNS BELOW OWALL BELOW BB i'j: 2x BUILT-UP/ENG.WOOD COLUMNS ABOVE ---------_;WALLABOVE (NOTE:MIN.NUMBER OF BUILT-UP WOOD POST FLIES SHALL BE CONSTRUCTED AS SHOWN ON VLIN.) FOAMING HANG EF,SEE KEYNOTE FOR DETAILS SHEATH] AREAS BELOW@l2)OLNG TIMT2x120OL LATWS TO EACH INOODROOF VAULTED CEILING AREAS,SEEAOCN. ^e ®SHEATHING OF ROOF BELOW VIA(2Id"LONG TIMBERLOK SCREWS TO EACH INTERSECTING MAIN ROOF RAFTER BELOW.CONNECTEACHOVER-FRAMED RAFTER ENDVN.6'LONG TIMBERLOK SCREW ti TO 2.12 ON FLAT.CENTER SCI W5 ON WIDTH OF RAFTER&INSTALL SCREW WHERE MIN.3' REMAINING RAFTER DEPTH ARE PROVIDED;MUST FULLY EMBED INTO 2.ON FLATI SHEATH OVERFRAMED ROOF AREAS THE SAME AS TYPICAL ROOF SHEATHING,SEE ROOF FRAMING NOTES. TYP.i KEYNOTES: `y� 2 V SIMMON-Ut 28P SLOPABLE FACE MOUNT HANGER,NAILW/(6f10d AT FACE,AND(Sf10d AT RAFTER.EYE.ALL COMMON WIRE NAILS(0.148'CIA..3'LONG),— V Sy'x W'VE0.5N-LAM LA(21.)POST BELOW(CONT.DOWN TO LST FLOOD).CONNECT POST TO RIDGE BEAM - } VIA SIMPSON'CC4665DS2.5'COLUMN CAP AT CENTER POST.AND'ECC4665D52.5'COLUMN CAP AT END POST, Q)-2xfi (2).2x6 CONNECT EACH CAP VIA.(16)J/,"x235"SDS SCREWS AT BEAM,AND(14)-Y.'X2Yz"SOS SCREWS AT POST,TYP. SYx"x3Yz'VERSA-LAM1.8(2T50I POST BELOW(CONT.DOWN TO 11T FLOOR).CONNECT POSTTORIDGEBEAM - VIA SIMPSON'ECCQ46SM2.S"COLUMN CAP AT END POST,CONNECT EACH CAP VIA(16)-y"x23S"SDS SCREWS AT .. BEAM,AND(14)-y'X2J{'SDS SCREWS AT POST,TYP. ' 31/z"x3Yz'VERSA-LAML8(2TSO)POST(BELOW).SEE TYPICAL PORTAL FRAME ELEVATION FOR SHEATHING& - Z zJ NAILING REQUIREMENTS,AND CONNECTORS,TYP. - O /E�ISIING BUILDING PZ G TO REMAIN V,�A{• Ot? Q O2 G GENERAL SHFARWALL NOTFS: 1 ye�¢4 @ 2Vz2 ALL EXE FRAME WALLS SMALL CONSTRUCTED AS SHEAR WALLS MEETING THE FOLLONG U by a' REQUIREMM NTENTS(2x STUDS@Ifi'OG, WI WE.): Lw Z ti Cp�O �R SHFAP WALL TTE•A':SHEATH WALL WITHz3Sz THK APA WED PLYWOOD SHEATHING,NAIL W/M ANNULAR COMMON DING NAILS WAIL O W�.131)@ 4.O.C.AT ALL PANEL EDGES,AND S'O.CAN _� z4 4-2 EIELD,PROVIDE BLOCKING AT ALL PANEL EDGES,OR USE FULL HEIGHT SHEATHING PANELS. l,yl 4 Aii `�W Z 2 2 LL ce BRACE 2x4 FRAME WALL AT GABLE END VIA 20 @ DS" NAI 2x4J FIA W/I2-lOd T O.C.ATOP CEILING TIES. ACH FTE B OM ACE F BRACING SHALL BE -o DOEEE ATMDSP CONNECTEDTO CEIUNGTIES SO�YpE�EP�CCCrrr""`G O IN.A)EACOAT EACH INTERSECTION VIA(2)-lOd COMMON WIRE NAILS(2)1%' 11'A"VL(1.E),xC NTIN OUS CROS FULL ENG OFAG AND BACKSPAN 8--0 MIN. FACE NAIL AT WALLSTUDS W/ tEIOS PE P��G�ESS'�SPES (6)-l0d AT EACH BRACE,TYP. - PN05y(E�PPE�t`��S��y tO 4 y 4 4 4 y e C. .0 L,JY-ON.SQlN'E 1.- EXISTING NEW M 4 �9�E0.EP Pt0 PORTAL GARAGE GARAGE FOR 4SEP5@0.5@NPiO�Gv. �-1 FRAME 1•-6- FRAME .. NO1MM-�(tEP \\ PORTAL w' FflAME O �P001�CNGt tES ES PE¢ C C Ln sEaLL: AS NOTED DATE: 06/05/2019 DESIGNED BY: I.J DRAWN BY: Li _ PRWECr#: ING19008 S-202 PRICING&PERMIT SET F PAGE 4 OF 5 9r0 2.-0. it �Lw.1a495N . 40 BAR DIA LAP (TYPICAL) - (ryl - 1-p4 BA RAT EACH SIDE OF OPENING - DIY CENTRED ON WALL 2' SAW CUTOR FORMED CONTgOLIOINT- . FILL W/FLEXIBLE EPDXY FILL"IAS T.n house, SPECIFIED) pR- - P.O.Box 182 2-LONG AT EACH p0 __ - CORNER AT MID-OERTH MABHPEE MA 02649 - OF SLAB SPECIHEDWWF REFR TOPOF WW plw—W-221-2980 - 2-(TYP) DEPTH OF WWF web: ww..ylwux.nel 'DWtS TO MATCH S J DWLSTO MATCH 12•MAX. 1 I MAX. - ' -J ALL HOAR.REINF. ALL HORIZ.WALL REINF. DIA,OR DIA.OR 4'-0'MIN.LENGTH - 30 BAR CIA.MIN. SQUARE - BETWEENANYPLATEIOINT SQUARE - L' REQUIRED NO.OF NAILS MAY BE DISTRIBUTED SEAL ALONG THIS ENTIRE LENGTH .. NOTE: O� PROVIDE CONTROL JOINTS AT 2--0'x2-0-CORNER BARS TO MATCH - ALL NOTES SHALL BE FORMED OR CORED.I F IT - SPECIFIED SUB-BASE LOCATIONS AS INDICATED ON PLAN DEL 2x TOP PLA TES,TYP. - HORIZ.WALL RE INF. - CORED,ALL CORNERS Of SQUARE - - e - GO ED,ALL CORNERS ERSBE ORED F SQUARE BEFORE y2 (8)-16d(OR STRAP)AT EA.SIDE OF EACH - SAW CUTTING.OVER CUTS ARE NOT - - CRACK CONTROL JOINT - MARS JENSEN JOINT U.N.O. NOS: ALLOWED NOTES: sTRucTURAL - - VERTICAL REBAR NOT SHOWIJ FORCLARITY WA115 SLABS - 1. SAWCUTJOINTS ARE TO BE CUT WITHIN 12 HOURS OF CONCRETE PLACEMENT. - Nd:5U602. 2. PROVIDECONTROLJO1NT5 LOCATIONSA51NOICATEDONPNN 'gF0j8i - CORNR INTERSECTION 3. PROVIDE VAPOR BARRIER&UNDRSLAB INSULATION PER ARCH. TYP. CONC. WALL REINFORCING(PLAN VIEW) TYP. REINFORCING @ PENETRATIONS TYp. SLAB ON GRADE CONTROL JOINT DETAILS o6/osno�5 Sidle:N.T.S.(SCHEMATIC ONLY) - Scale:N.T.S.(SCHEMATIC ONLY) Scale:N.T.S.(SCHEMATIC ONLY) WALL FRAMING STUDS,TYP.@16'O.G, It It FRAME @ 12"O.C.IN AREAS OF - - - PRE-MANUFACTURED TRUSSES(IF APPLICABLE) AND ALIGN TRUSS W/STUD,TYP. - _ 12 - - SEE X.H. PODD - - - THK D RATED LY O WOOD ROOF P.T.DROP BEAM AT EXTERIOR OFCN - p TYP.WALL TOP PLATE SPLICE 5HNOTESFORNa°N� � SIMP50NPOST REQUIRMENTS - - - - CONNECTOR,SEEPLAN N.T.S.(SCHEMATIC ONLY) - ) K-THC KDOF SHEATHING.SEE PLAN FOR TYP.NAILING REQUIREMENTS. - - SCOT,BASE- ASPHALTIC BOND BREAKER OR _ STEEL PIPE COLUMN,SEE PLAN PLATE VAPOR BARRIERWRAPEDUP AROUND COLUMN,— FRAMING 2x ROOF RAFTER,SEE ROOF FULL DEPTH SOLID BLOCKING@4'-0"O.C, - HURRICANE TIE,EA FRAMING PLAN 12"DIA.SONOTUBE RAFTER TYP _ IYK FIRST BAY OF ROOF FRAMING wQ� — SEEPLANFORTYP.REINFORCING ttP.SHEAR WALL - \�\� /\� \/. T.O.CONL SLAB . EDGE NAIUNG \ \ \\ ° ROOF DIAPHRAGM EDGE NAILING W/ed �/j/�j� \� �/j�� 2x STUD WALL W/STUDS@1E ANNULAR KING NqI�@3ROF.C. IERTTYP. _ (1fp5 VERTICAL BAR 2•CLA Z O.C,TYP. @CENTER OF S.N. \\ :\\ I .. TYP. 4 T 2-PLY 3-PLY 4-PLY SHEAR WALL EDGE NAILING W/8d ANNULAfl ( : ��� 12 THICK CONC FOOTING, TO RING NAILS@3"O.C.STAGGERED TO DEL - FON PLAN FOR 512E AND REINFORCING - RAKERAFTR.ryP. •• TYP. EAVE SECTION @ WALL 8 S APA RATED PLYWOOD WALL \\ \ 5a - Sidle:1'=1'-0' SHEATHING,CONY.TO TOPEWE . OF RAKE RAFTERS, /% '^ ( 6"(MIN.)OF):"CRUSHED, o1 SEE PLAN 2x STUD WALL W/STUDS @16' \\ `\//\/\/\/\�\/ ACCEPTABLER ILS CEPBLE PROOF ROLLED SO , 2-ROWS OF]6d 3-ROWS OF l6d NAILS@ 2-ROWS OF 6/,'LONG O.C,TYP.,NOTCH STUD AT RAKE \/ \�\\/�\\/�\\/�\�/` OR COMPACTED STRUCTURAL FILL NAILS @ 12'O.0 12'O.0.EA FACE,TYR. TRUSSTOK 5CREW5 @ 16' LOST.TY, - - Lu EA FACE,ttp. j 2 NOTE:REFER TO PLANSFOfl00LTEDOROTHERWISE NOTE:RAXE TRIM DETAILS&ROOF 4 TYP. SONOTUBE.FTG SECTION N.T.S.(SCHEMATIC ONLY) TYP. INTERIOR STL COLUMN ON SPREAD FTG SPECIFIED PLY CONNECTIONS,111 VE11,11 EE ERHANG FRAMING NOT - SHOWON,S ARCx.ORAw'NG5 SCBIe:N.T.S.(SCHEMATIC ONLY) THK APA RATED { SEE X.H. 12 - PLYWOOD ROOF SHEATHING,SEE PLAN NOTES FOR NAILING - - 2-PLY 3-PLY - REQUIRMENTS \ � TYP. RAKE FRAMING SECTION z 2x ROOF RAFTER,SEE ROOF / J ` Scale:1-V-0' FRAMING PLAN - 5 MPSON-H2.5A'EA CONNECT MIN.SINGLE 16d NAILS@6"O.C. HURRICRARFRANE EryP. Q ]Od NAILS @ 6'O.0 CONTINUOUS TOP PLATE VIA 4' STAGGERED. STAGGRED,EA SIDE,TYP.. LONG TIMBERLOK SCREWS(USE 6" IF DEL TOP PLATE),STAGGERED@ SILL PATE&ANCHOR BOLTS(SEE FDN PLAN FOR EXCEPTIONS): 1 TYPEDGEN WALL 8'O.0 TO HEADER - P.T.(2)-2x6 CONTINUOUS SILL PLATES.FASTEN BOTTOM PLATE W/)e' /^''�� EDGE NAILING DIA A302,GR-A'ANCHOR OLTS W/HEX HEAD@3'-0'0 C,ttP.AND U TYP. PLY CONNECTIONS HEADER SEE ROOF SHEAR WALLSHEATHING: O'-0'FROM EACH END.,—,POVIOEB'MIN.EMBED.ORTH=p NEW W FRAMING PLAN; REFERTOttP. AL FDNSERION SHEAR WALL SHEATHING: CONCRETE FOUNDATION WALL PROVIDE SIMPSON-BPS%-6'BEARING Q REFER TO TYP.PLY &PLAN NOTES FOR DETAILS _ N.T.S.(SCHEMATIC ONLY) ��iz°APq RATED PLYWOOD WALL SHEATHING,SEE ILING ,PLATES(N.D.G.)@ EACH ANCHOR BOLT,ttP. CONNECTION DETAILS FOR NOTES FOP SHEAR WAIlryPES AND NAILING V3 1V10EAM REUIREMENTS,PROVIDE CONTINUOUS BLOCKING AT -�� •THK Fl00R SHEATHING(SEE PLAN),CONT.TO SILL PLATE,TYP. ICE:: ALL PANEL EDGES,TYP.NAIL SHEATH'NG AT 3'O.C., 11p. L/YVE SEL.IlON @ HL/1DER REFER TO BOLTS STAGGERED TO DBL TOP PLATES AND BOTTOM SILL - 1 REFER TO TYP.WAL FDNSERION FOR DETAILS Yf Q J MAX.BTWE TUTOR ORIENTOISI SEE PARALLELTO FOUNDATION WHEREALL R LOISTSOVIDE ARE Q Q PLATE WASHER _ SOLID BLOCKINLLEITOFOUNDATION WAIL PROVIDES,LLDEPTH Z &INT.FACE OF SOLID BLOCKING AT 4'-0"O.G AT FIRST TVOlOST BAYS,TYP. O SHEATHING 1 BTWN CONSUB EDGE AND FDN WALL, SIDES FOR ONDBREAN BTWNSLABEDGEAND FDN WALL.TYP. 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FLAY ROOM EXIS S�TINb FOLNDR A ON Y1ALL . .. AND SLAB AS RECtl11RED- - - Q W O EXISTING BASEMENT - - TO PROVIDE HEW bARA6E T - EXPANSION-REFER TO S-FLANS L EXISTING SLAB 'EXI5TIN6 SLAB NEW SLAB N GRADE ' § > MIN FINISH _ � • - _ Nl N O ON ® N uj --------------------------------- TIER 0 � W MAS BEDROOM' CL - .. BEDROOM B - -- - a m. a� --- 4-0' I-II T4'-4- �S Q a a � $ASEMENT FLOOR PLAN Z O SECOND FLOOR PLAN Gc�e,v.•.Lb• �� scn e v4..Lb: (�� WLL LU - - - - N Z- W A102 - CJ ----- -- ------ --------------------------------------------- ------------------ Lj z 0 /� ° El BEDROOM] v a - LIN C w MALL (A 00 V --------------------------------- MASTER BEDROOM BEDROOM 3 - a �/I 0.. .-- - -------- ------- -- ------ Exlsnrab DELK LU p.--. U >LU LU z Z Ca w o POYP.ER �j�LIVIN6 ROOM �'; - KITCHEN BREAKFAST AREA .. - 00 a z Z w EEIN w t EX ISTI N6 5EGOND FLOOR FLAN ( - - - a zcA�,w•.r.o• 1�� M a ---------------------------------- FAMILY ROOM DINI%ROOM - Ica o N z � Q Ex1571N6_LK - n (L Z0 7L L O0 N LL - X w EXISTING FIRST FLDOR. FLAN EX101 " . xu-e.v+•.ro• - I� - AEI O 30'P k 8'-3 54' - M'i V4' - T- Z El ' 'v .. m MASTER BATH 4` 2 NEW TILE FLOORING �v a 33 TW344] TlW t4 - CI VOL STIR n 4 A90] — / �1 POCKETiW ___--- — p - 7-Y S' VY VOL S 9 _ Z -POCKET � . - �TYD44] MASTER 6EDROOM ry 3068- ___ - Q N6N WOOD FLOORING MASTER CLOSET __ - ' U' ATTIC ACCESS ? S a NEW TERRACE .: (NOT IN CONTRACT) A •: F Z w 0 1 ' .. fEFTILATOR CALIBER - 2 C042561FT FIREPl E1 N p KITCIEN ---i / - M a � L MST ( - D NEW HOOD FLOORING I ______ �� ' Ate] . IIITII} III CEILING ;_ _____ / - r /. �IEW LAIIDI� m .R I'%-4 MAH(X-.ANY 5/LO 4 V2' 4'-0 g I'-0 V4' 1 V4 5� N .o F - r O_ n > O POWDER - LC Q GOIIFIRM CMB NEI6NT AT W '' o o �.. BASE OF WALL BETWEEN V 6ARA6E AND lEYI ADDITION U MNG ROOM KRLNEN —FAST— li L a O'o s § W Z cA 1668 E- C pSEr - -- Z Z .CAR W. I y -- MID ROD„ C,�� r u] O rO'DRAW - mNLREre ^ up J--- / NOTE. 1 PROVIDE B/B'TYPE% Q W — CONFIRM CURB WIBiE COMMON TO IT E O SPA'L TYPICAL NilAT 4EW DOOR IM- `• ^^ �j - --- DN __________________________________________ MA ROOM W L ____________ -----------------------____ _______ 1 ______ _ ___________ _______ -_____ �j f ,� o SLAB IS LI�RENiL,'4 I -4 Q `j w FLIhl6,Yililt LMVL1.i�A OF GARAGE(NOLONfRPGTQR r' TO PROVIDE NEW PITCHED SLAB NTN I V O NEW ORCLRB AT-FERIIETER FAMILY ROOM DINING ROOM E%I5TIN6 - ca O EIRRY STOOP �y cnL. IEWCONCREI APRON r Z Q Q� Z • � as _ a °- oG O O O EXISTING DRIVEWAY AND WALKWAY PATH TO REMAIN O j W ■�� ■ LL Q wO oG U m F IRST FLOOR PLAN (/ N sL.Le.w�.Io• A101 Q ZONING DISTRICT: RC • • • • EXISTING PROPOSED ; : , .` • OWNER OF RECORD: REQUIRED CONDITIONS CONDITIONS • '• • ANTHONY N. & REBEKAH I. DAY FRONT SETBACK= 20' MIN. 32.0' 32.0' /"� : . ` • 316 BUCKSKIN PATH SIDE SETBACK= 10' MIN. 19.8' 10.4' ; LOCUS : '; • • • CENTERVILLE MA 02632 REAR SETBACK= 10' MIN. 90.8' 75.4' j ` • •-� ` BUILDING HEIGHT= 30' MAX. < 30' < 30' • ` •� ` • FEMA FLOOD ZONE (LOT): r # • • -, •`�• ' AS SHOWN ON COMMUNITY PANEL: (A) �1 :•: • •• #25005C0561 J (dated 7-16-2014) �tiw ASSESSOR'S MAP & LOT: MAP 191, LOT 126 !/, ! . • . . DEED REFERENCE: Al BOOK 25047, PAGE 201 �,�' r U.S.G.S. LOCUS MAP \ SCALE: 1"=1000' PLAN REFERENCE: QQ- p BOOK 244, PAGE 6740 ' t- L AS QX � 1 � MAP 191 �O ry � Ss4, LOT 127Cn m c� NEW LANDING 04 N NOTES 1.) SEE ARCHITECTURAL PLANS PREPARED BY ` SANDBOX DESIGN STUDIO, LLC DATED JUNE 5, 2019 �� \ #�'��j CXISTifJG FOR ADDITION DETAILS AND SPECIFICATIONS. \ \`� EXISTING ,BH -EXISTING GAL. 2.) IN ACCORDANCE WITH 310 CMR 15.401 -15.405, 32.0, 4-BEDROOM , SEPTIC TANK THE FOLLOWING LOCAL UPGRADE APPROVAL IS / w, ._ `` DWELLING REQUESTED FROM 310 CMR 15.211: ' TOF= 552± x54.4' (a.)A 6.0'WAIVER (20.0' - 14.0') FOR THE SETBACK /pR�VF FROM THE PROPOSED HOUSE ADDITION r EXISTING (FULL BASEMENT)TO THE EXISTING SAS. w'9y T tiFy` LEACHING O TRENCHES I cg C /� s Rr�F41F-hA �� AR o� MAP 191 ' LOT 227 \\ \ cF gppyTi 14' (� , �o TREELINE Benchmark �o CV oo Nail Set in Tree Elev. =55.00' x53.5' ,.4, x53.6' Approx. M.S.L. s Y sa093s x53.7' MAP 191 MAP 191 'tiv LOT 125 98, 16,99±S.F. o MAP 191 0 o LOT 226 PLOT PLAN AT 316 BUCKSKIN PATH I hereby certify that the lot comers, dimensions, and setbacks to the CENTERVILLE, MA 02632 PROPOSED ADDITION as shown on this plan are correct and were based on a Yield instrument survey. Conformance to the Town of Barnstable By-Laws and Regulations shall be determined by the PREPARED FOR: Zoning Enforcement Agent. ANTHONY DAY 0H OF hMSS4CyG PREPARED BY: CHURCHILL JR. sN JC ENGINEERING, INC. -a N0.48066 � 10 2854 CRANBERRY HIGHWAY Fs GRAPHIC SCALE ° 9 EAST WAREHAM, MA 02538 L 20 0 10 20 40 80 6-19-19 1111110 1 SCALE: 1" = 20' NOVEMBER 21 , 2018 Date Professional Land Surveyor ( ER FEET ) 1 inch = 20 ft. REV.1:6-19-19(Added new landing&terrace;revised addition size&location) JOB#1786-1 , r ^----- TOP OF FOUNDATION= 55.2'± INISH GRADE OVER D-BOX= 54.5'± 40 PROPOSED VENT WITH CHARCOAL ' GENERAL NOTES 4"SCHEDULE PVC FINISHED GRADE OVER BIODIFFUSERS= rj3.8 - �jQ.,j PROVIDE EXTENSION RISER o FILTER TO ABOVE GRADE I MIN.SLOPE 1 /o SLOPE 2°�6 MIN. 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH ACCESS FINISHED GRADE , OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6'OF FINISHED GRADE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL BOX TO WITHIN 3"OF F.G. c@ FOUNDATION = 54.4 + _ ,i 5 DIA. Oun.t_r(S) CODE AND ANY APPLICABLE LOCAL RULES. - ----- -- I " (ONE PER TRENCH) 20"MIN.ACCESS � _ ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 9"MIN. „�. . ► • DESIGN ENG EER. 36"MAX. COVER(3 TYP.) t a :; i n t t• t t t 2 IN j PROP.4"SCH.40 9'MIN. 3• 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PIPE PROP.4"SCH.40 36"MAX'PVC SEWER PIPE SEE NOTE 21. TOP OF SAS/B.O.= 50,68' SYSTEM UNLESS OTHERWISE NOTED. ! - - 2"DROP MIN. _ 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN MIN.SLOPE�,x 6" 3" 3"DROP MAX. 3" 9' MIN.sLo�e% L - 28± PROVIDE WATERTIGHT , �® JOINTS(TYP.) ELEVATION=50.68 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS. UNLESS A 10" - 4"PVC IN FROM 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF ' 4"PVC OUT TO 1, THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 51.25 SEPTIC TANK (TYP.) � 16 TYP LEACHING FACILITY O�, 10.75"TYP 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. 51.50' 1r s" + 1 THIS SYSTEM DESIGNED F 6. S S S EM IS NOT DES G ED OR A GARBAGE DISPOSAL. OUTLET TEE 50.67' MIN. 50.50' \� I �j 50.25' 49.35' (LAID FLAT) 2.875'(34.5")--{-------5.76 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 6"CRUSHED STONE 5.0' �p•) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION.SYSTEM IS OVER MECHANICALLY p NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH j 24.7'TO FOUNDATION COMPACTED BASE ) 4'MIN. 11• AND DESIGN ENGINEER. 55 40.9(TYP FOR BOTH TRENCHES) 6"CRUSHED STONE OUTLET DISTRIBUTION BOX i 8. ELEVATIONS BASED ON AN APPROXIMATE M.S.L.DATUM OF 55.00' OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE ESTABLISHED ON A NAIL SET IN TREE AS SHOWN ON PLAN. COMPACTED BASE BASE. FIRST TWO FEET of OUTLET GROUND WATER ELEV.= < 42,97' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PIPES To BE u�tD LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10' 6" WIDTH 5' 8" DEPTH 5' 8" (Dimensions WWmin CROSS SECTION VIEW BIODIFFUSER (PROFILE) BIODIFFUSER (END VIEW) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK P R u r-•L I E Precast Corp.,Pocasset,MA) 16 - ARC 3 6 H C 3 616 B D B I O D I F F U S E R S H-2 O TO THE DESIGN ENGINEER. - - QISTRIBUTION BOx DETAIL C ) ( ) 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. = _ Y NOT TO SCALE NOT TO SCALE NOT TO SCALE _ ----- - - ----- - -� 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING "` ' X ',`"" ` '"'" "Ct j�• TEST t- I T DATA REGULATIONS. OWNERIAPPLICANT IS TO OBTAIN SUCH DETERMINATION FROM j • i '• ' • • • 1 12878 APPROPRIATE AUTHORITY. `" ♦O • ���`. : . O PERC NO. David W.Stanton. R.S. 12. �: • ; �, .' • INSPECTOR: ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS EVALUATOR Michael Pimentel,E.I.T. LOCATED UNDER PAVEMENT,DRIVES OR TRAVELED WAYS IN WHICH CASE I ♦ w `w SHALL WITHSTAND H-20 LOADING. ? � THEY C.S.E.APPROVAL DATE: Oct• 1999 '� rt DATE: 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES. .`� - • ♦_ March 26,2010 ' • , •••� • , "s +- ♦ • TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM,SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. •' ELEV TOP= 53.90' ♦ • ''�..^? REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, i . • s ♦ ELEV WATER= <43.0T FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). ♦ • • i . '� �' • 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN PERC RATE= 3 minJnch •� • ; SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. a •F / • ` ♦ LOCU�7 + DEPTH OF PERC= 16"-34 i . • :. .• 16. PROPOSED PROJECT IS LOCATED WITHIN: Y �• • • + . « TEXTURAL CLASS: 1 ASSESSOR'S MAP 191 PARCEL 126 m , • f ,�, '" 1°,, OWNER OF RECORD: HENRY W.COLE Z - / a /� • • i • _ 0" �, ADDRESS: 316 BUCKSKIN PATH N . ti's r►,�• • • Loamy Sand CENTERVILLE, MA 02632 1 �' * ♦ A 10Yr 3N 53.40' FEMA FLOOD ZONE C /� • ,� • 6" Loamy Sand I MAP 191 • ` ; B COMMUNITY PANEL# 250001 0015 D • .,, • ' s • •, ♦ I OYr&8 , LOT 127 ; ZO A'C I I . •_ * • p 16" = 52.57 17• DEED REFERENCE: BOOK 20726,PAGE 136 ZONE "G ` • • •+ Perc - S 1 '♦ : • . • " _ 18. PLAN REFERENCE: PLAN BOOK 244,PAGE 67 �+_ 34 51.07 s 3 � c n I i - � Q� J� �p !t� \ sS99• F _ .., � . • . . .. • � *� = � • . M .-Fine n 1 ALL DISTURBED AR SHALL BE RESTORED ORIGINAL ; 1 g STU ED AREAS LL oR O OR G CONDITION "' % j �`'} '�` t M C-1 2 5Y 6/6 d 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY oo e. \ ♦ a . :-.: LAB S ,� r. • FOR SEPTIC SYSTEM UPGRADE JC ENGINEERING WILL NOT ASSUME ANY L IL17Y s r. a , ® h FOR USES OF THIS PLAN R THAN 1T .� � PROPOSED 1 500 _ OTHER S INTENDED PURPOSE. GALLON'SEPTIC TA K • • ,. ,. ,. • • •� i • • ♦ , 100" 45.5T 21: IN ACCORDANCE WITH 310 CUR 15.401 -1&405,THE FOLLOWING LOCAL UPGRADE \ PROPOSED �,,� • ss ,_ • Very Fine Sand APPROVAL IS REQUESTED FROM 310 CUR 15.221(7): DISTRIBUTION BOX !, - - • `' C-2 2.5Y 616 1). A 0.87 WAIVER(3.00'-3.82')FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. #316 \ PROP. TOTAL 16 ARC 36HC BIODIFFUSERS (H-20) 112' Traces OfSm 44.5T i (8 BIODIFFUSERS EACH TRENCH) LOCUS PLAN Coarse EXISTING \BH / 4-BEDROOM titi _ C-3 I -� 10-15%Graver; 1 DWELLING � : - ` -- 'SCALE: 1"= 1000' ; .' :.- Some Cobbles v TOF= 55.2'± ?4�. (� x54.4' I 130" 43 OT 1V " No Motfty, Standkv or Weeping Observed O DESIGN DATA TEST PIT DATA LEGEND PERC NO. 12878 50x0 EXISTING SPOT GRADE r' s�� GARAGE \ oo x� MAP 191 INSPECTOR David W.Stanton, R.S. 1 NUMBER OF BEDROOMS DESIGN 4 - - 50 - - ! DTP 1 LOT 227 ( ) EVALUATOR Michael Pimentel, E.I.T. EXISTING CONTOUR 53.9' DESIGN FLOW 110 GAUDAYBEDROOM �• 1999 -�� PROPOSED CONTOUR i C.S.E.APPROVAL DATE: � TOTAL DESIGN FLOW 440 GAUDAY DTP 2 - DATE: March 26,2010 ❑/H/W EXISTING OVERHEAD WIRES / \ \ 53.8' \ DESIGN FLOW X 200 % = 880 GAUDAY TEST PIT!! 2 Benchmark USE PROPOSED 1, GAS EXISTING GAS LINE w; \ Nall Set in Tree 500 GALLON SEPTIC TANK ELEV TOP= 53.80' / � E Elev. =65.00' ELEV WATER= <42.9T W W EXISTING WATER LINE SWING-TIES ���E�-\N x53.5' x53.6' Approx.M.S.L. TEST PIT LOCATION SCALE: V=20' MAP 191 P, PERC RATE _ DESCRIPTION HC1 HC2 LOT 125 MAP 191 \ INSTALL 16 ARC 36HC (#3616BD) BIODIFFUSERS (H-20) DEPTH OF PERC_ (f�) EXISTING CESSPOOL SEPTIC COVER IN (1) 42.T 39.2' x53.7' LOT 126 16,399 S.F.t � SYSTEM CAPACITY TEXTURAL CLASS. 1 EXISTING LEACHING PIT SEPTIC COVER OUT(2) 48.T 35.8' PROPOSED INSPECTION PORT(TYP OF 2) oh , (TOTAL L.F. OF BIOS)(7.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD N�4°p93 8 MAP 191 (80.0')(7.8 SF/LF)(0.74 GAUSQ.FT.)= 461.8 GAL. LEACHING/DAY O ('� PROPOSED 1,500 GALLON SEPTIC TANK BIODIFFUSER CORNER(3) 40.0 57.8 16 ^, LOT 226 A Loamy Said BIODIFFUSER CORNER(4) 64.6' 41.9' PROPOSED 4"PVC VENT PIPE; EXACT LOCATION TO BE DETERMINED BY OWNER TOTALS: 6" L Yr11 53�. PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE BIODIFFUSER CORNER(5) 72.0' 53.4' TOTAL NUMBER OF BIODIFFUSERS: 16 B _ TOTAL NUMBER OF COUPLINGS: 0 16" 1 OYr� 52.4T 0 PROPOSED DISTRIBUTION BOX BIODIFFUSER CORNER(6) 51.0' 66.6' TOTAL LEACHING AREA: 624.0 Q PROPOSED ARC 36HC(#3616BD)BIODIFFUSER(H-20) TOTAL LEACHING CAPACITY: 461.8 REV. DATE BY APP'D. DESCRIPTION C-1 M`'d2.5Y wand PROPOSED SEPTIC SYSTEM UPGRADE 2.5Y 616 PREPARED FOR: He-2 CAPEWIDE ENTERPRISES #316 r NOTE: 100, as.aT EXISTING EFFECTIVE LEACHING,AREA OF 7.80 SF/ I OBTAINED FROM THE Very F�Sand 4-BEDROOM DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER C-2 2 5Y 616 DWELLING (4 "MODIFIED CERTIFICATION FOR GENERAL USE"ISSUED TO Traces Of sot LOCATED AT TOF =55.2'± ADVANCED DRAINAGE SYSTEMS, INC.ON OCTOBER 3,MM(LAST 112" Coarse�� 44.4T j (2 MODIFIED FEBRUARY 18,2010). TRANSMITTAL NUMBER=W000052. 316 BUCKSKIN PATH (5) NOTES: C-3 10-15 gavel; CENTERVILLE, MA 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH 130• Some Cobbles a2.9T SCALE: 1 INCH = 20 FT. DATE: MARCH 29,2010 1 SEPTIC SYSTEM COMPONENT. _ ��y ate' SH oF �y� 0 10 20 40 80 FEET No Mottling,Standing or Weeping Observed 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE CH JR HILL coo� PREPARED BY: PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA RESERVED FOR BOARD OF HEALTH USE CI,,, j ° JC ENGINEERING, INC. HCA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF 2854 CRANBERRY HIGHWAY (3 SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. EAST WAREHAM, MA 02538 (6) SITE PLAN 3). ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINEZONE WATERSHED. 508.273.0377 SCALE: 1"=20' __. _ . _ .___.: ^ _ _ Drawn By BSM gesigned By MCP Checked By JLC JOB No. 1786