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Home My WebLink About0122 SCHOOL STREET join Se�ioo � sT ACTIVE, . ,. Town of Barnstable Building . • ;- Thattit°�s�Vis�ble�From�tF'e treet-:A rovedPlansMust°be Retained�on Job�and this Card Must be�Ke't �,� Post T.h�s Card So� � S pp p. WC2+`S[A,63.E. ' t .� ;� ?, "...::' -? ,: '. -.�fif: q:. � �`,;. ",f,g t' � ,,,�:•« .� '3'':`, 1 ...�; � i °''.., � u � ;;�' � �,� . R `� ificateof Oecu anc 4rs�-Re uaretl�su h Bwldin -shall:Not:be Occu ied until a Tina!Ins" ection has�been ma°de � ,� Permit . Permit NO. B-18-2989 Applicant Name: Craig Bishop Approvals Date Issued: '09/12/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 03/12/2019 Foundation: Location: 122 SCHOOL STREET,COTUIT Map/Lot: 020 037 Zoning District: RF Sheathing: Owner on Record: WHITE, RICHARD C&KATHARINE E TRS Contractor Name ,Craig P Bishop Framing: 1 Address: PO BOX 1420 Cont actor�L_icense CS 109777 2 COTUIT, MA 02635 Est Protect Cost: $ 1,946.00 Chimney: Description: Air Sealing&Weatherization �Pe mlt Fee: $85.00 Insulation: $85.00 Project Review Req: FeeEPai&'- Date� 9/12/2018 Final: r t Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: Ai. This permit shall be deemed abandoned and invalid unless the work autho-cl by this permit is commenced within six months after4issuance. ., Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shallbe in compliance with the local zonin&y laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or goad and shall be maintained open for public i nspection for the entire duration of the work until the completion of the same. `� Electrical The Certificate of Occupancy will not be issued until all applicable signatures bythe Building and Fire6Officials are prou "edton this"permit. Service. Minimum of Five Call Inspections Required for All Construction Work 1.Foundation or Footing �., = Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons con ith unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: \ �� All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT a" MAX, ,moV fit t. :i7 ..rr»;• ,, :; < i ,.i,. ,'frf"'.: .;3.:,»t..x? q ,, s. ,4 e F .,k l- J �> s '- i H :s v m �. Ic t , T V^= D 3.' Yk Owl ,... ,,,. ... Ff ,,. `t fir;.R t, a" ::v,..t ,fir .,y- l't's, �i )PO Y ,.. .<?r< ,,..., ,,, a, ,,, _.. 'fit,.:.. .<. ,;.. ...: ..: ,,,.-,.. r' ..:.::y .,.::x.! ., ,..._, a'a'•s ,:y ..:fir:• -' visit, ff x, v t r^ z- y � z a , UL4 a. a` , < t AS INOW IN r e Y: « _ » y. 6' t t TOWN OF BARNSTARLE 1018 f"R 26 AN 8: 39 Fig lair { it Ir.. w "�,, at < f ,x .. y1 - � - k' � ~k4*•'x'- -. �1 Y� �•� . • F C� ,f' F r •'Fw i, Y F • . . u ni Aw Lk, jp 14 Of e eq wit �. w�.:. `�. . r. •.,,• *•.{}��, �. M��• ♦ t� .,<� '� �r r��'"� ';. � v .X 1 n, � .~M �`�� .� �."off. - ^- '`•�w '�` i?,k� � ��.� r,ram' �� - ..... i xl.{ •}"rt •+h" - ,��,•r +_ . ray �'`ti,y�"^.�. 4 •t.> �� G 'y' ��.�, V- " t`r s c • } J. - � f Oil ee Iz s� � � "� .�� • GC � � �"�� `�{�aa� a '�',� ww M -S•��I"�..r,.aMr�t';�+ � r;� � '3✓°�?';# 14'• r � ti a� t w a w � s i 4„" as ,` • • v �' 9 + Si'' .�+��c, t -.- "51 iJs • ,.r � � "G- �np^yry1.' �. a F'��jtt��+��L _ J .}'1 t , -r...,� '`!'�� ` ,.�. L J.. a � �_ •, y C ..� ,fir,*' 'r'h�, �.c+td ..�,, ./ '""�� µ� F"` � _� r,p+.. ,w� -:r� ...,, .,a°:�K• _ "y,tC��Ji .-•: ®. _ :,�� ^, "+� � �,�yea �, - • �7l � LS"w" .�'rr _ ^ "".. �1`r ,�,�.v. `'".S C .ap 6 t -may t s ' q -K.., + i..�^.�' ,+[ t. w ^ y�. 'R6 .Y. #. •'\.+any Y� •�r.,,„y ..`9.. •4 .•e=05Pot i v • A" '�� "'� `y • ♦_ `�+��" a e •� �r y"` `i$ +r''b�t'f"r f�'S�`-W '`"� � "sk.4. ~y '�M}- td. ,yr�r. • F _m , r,JIF .,. . VZ 3t t CT Z TOWN OF BARNSTABLE ZOEB M;AR 26 AM 9: 57 r -- \� ��i9bnA o _..y � � � z ir_. s >'a.t. 5� aol Ste_ CT- fj_ 7 '- 3�� 2 0� 2 ��-.ram TOWN OF BARNSTABLE 10f8 14R 2.6 AM 9: 57 E6,011-30- l� Town of Barnstable °Ft ro,,ti Building Department Services Brian Florence,CBO + BARNSTABLE, # Building Commissioner p MASS. 1679. 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less z j ZZ, �j C 1-�"D d G Ca f'Titter Location of shed(address) Village ei,�ijoiwe°S X1,14 1741,t-vl , 121v-i2,-C Property owner's name Telephone number 7 Size of Shed Map/Parcel# u E-Mail J-C- li,iT� -/ S-0, q f V/11� ° aZ4&, ff7w //j/G 1/7 Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:301:30 _3 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. ot�'�� r �C. THIS FORM MUST BE ACCOMPANIED BY A 0 2011 PLOT PLAN ;t , c_0 Q-forms-shedreg REV:08/6/17 . I Town of Barnstable Building x t% x�, '. ,-, s,..,, y x SAh AA-SAYIl. Post This Card So That it is Visible,From the Street Approved PlansMust be Retained on Job and this Gard Musta be Kept �i M^ ; P�Ilosted Until TIT Has Been:Made , < P 163¢a\ r % 3 Permit WhereCert�ficate bf Occupancy is'Required,such Building haIlNot be Occupied until a Final Inspection;hasbeen made ., .. o _,E,. .,, .A... ro.p., . _>. ; Permit No. B-17-4340 Applicant Name: GROVER BUILDING+REMODELING Approvals Date Issued: 12/18/2017 Current Use: Structure Foundation: e�$ Permit Type: Building-Addition/Alteration-Residential Expiration Date: 06/18/2018 _ Location: 122 SCHOOL STREET,COTUIT Map/Lot 020-037 Zoning District: RF Sheathing: X, ? , Owner on Record: WHITE, RICHARD C&KATHARINE E TRS Contractor Name: GROVER BUILDING+ Framing: Address: PO BOX 1420 REMODELING 2 -. Contiractor License . 144322 COTUIT,MA 02635 Chimney: Description: Construct 3-6x 6-11 Bump out for laundry area as per plan g Est Project Cost: $ 15,000.00 Permit Fee: $ 126.50 Insulation: Project Review Req: Fee,,Paid: $126.50 Final: Date: 12/18/2017 Plumbing/Gas Ldl (ty� Rough Plumbing: Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months'after issuance. Final Gas: All work authorized by this permit shall conform to the approved application and`$heapproved 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. 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 Electrical ; work until the completion of the same. p Service: The Certificate of Occupancy will not be issued until all applicable signatures 6y the Buildinn&,an`d>;Fire Officials ar exprovided on this permit. Minimum of Five Call Inspections Required for All Construction Work: - a•, r Rough: +x 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ApplicationNumber............................................................. i nsRx�r�ursr s n Permit Fee.....1...:. ........Other Fee........................ nines. � ........... BUILDING DEFT. TotalFee Paid...................................................................... TOWN OF BARNS =AB LE-41 ub i f PemutApprovalby. ............On..�a.`.�- BUILDING P EMU!�APNSTABLE .............Panxl..... ..... APPLICATION lvlap............ ........ U4 ............ Section 1 — Owners Information and Project Location k' Project Address Qz Village�® Owners Name 4/ 7 Owners Legal Address_1,2,2 5?14 , City [ ?o 2 l� 4 State If-M. = Zip 0,�2 6.37— Owners Cell# S5 ,3 Wl i-/ 5-6 E-mail Section 2—Structural Use Single/Two Family Dwelling ❑ Commercial Structure over 35,000 cubic feet E] Commercial Structure under 35,000 cubic feet Section 3—Type of Permit ❑ New Construction ❑ . Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(mike structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System Kr'Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify F— Section 4—Detail Cost of Proposed Construction 1-:5, 00 Square Footage of Project �Z7 Age of Structure Dig Safe Numbq.-, G6 ;�Z #Of Bedrooms Existing Total#Of Bedrooms (proposed) 4,71> 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist E�7esign Last updated:1 U7/2017 Section 5 -Work Description Section 6—Project Specifics ' n-in g Oil Tank Storage . Smoke Detectors❑ � ❑ WI=bing ❑ Gas ❑ Fire Suppression ❑.Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply 0<7bllc ❑ Private Sewage Disposal ❑ Municipal 0 On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility:� / GLI 5. I am using a crane C Yes b No Section 7—Flood Zone Flood Zone Designation 1 Within or adjacent to a wetland, coastal bank? Yes ❑ No J � � Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft r Total Frontage J& _Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed i Has this property had relief from the Zoning Board in the past? ❑ Yes 0 No Last uPaatra:1012017 Section 9— Construction Supervisor Name Telephone Number Address ©.10'i4a2c ecz c 2 City �a12rz- State 1,IY4 Zip r ;?y License Number p License Type / yp � d Expiration Date �f�� /9!P Contractors Email + Id Cell# � � J 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 r 780 CMR and the Toym of Barnstable.Attach a copy of your license. Signa Date Section 10—Home Improvement Contractor Name C Adf::Z (� r9z;,--,a, Telephone Number Address'©,,&Qk fob City State ItfA Zip l�zzk? Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation r e by 780 CMR an a To of Barnstable.Attach a copy of your H.I.C... Signatu 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 and documentation required by 780 CMR and the Town of Barnstable. Signature Date " APPLICANT SIGNATURE Signature Date - Print Name k4 Telephone Number E-mail permit to: Mvl U i I r rJ P L e Last updated:11n/2017 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 mac . I, ; as Owner of the subject property hereby authorize - to.act on my behalf, in all matters relative to v4ork authorized by this building permit application for: C (Address of j ob) Signature/,of Owner to Print Name Last updated:11M2017 i DATE(MM/DD/YYYY) A 'o' CERTIFICATE OF LIABILITY INSURANCE os 14 ao17 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND COY.FERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS D BY THE POLICIES BELOW. CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORD THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), UTHOR ZED REPRESENTATIVE OR PRODUCED,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: PHONE FAX No): 877 234-4421 Applied Risk insurance Services, Znc. (A/c,No,Ext): 877 234-4420 ( 10825 Old Mill Rd E-MAIL ADDRESS: Omaha, NE 68154 PRODUCER CUSTOMER ID# (877)234-4420 INSURER(S)AFFORDING COVERAGE NAIC d INSURED INSURER A: Continet" Indemnity CO Carey Grover INSURER B: dba Grover BuildiM and Remodeling INSURERC: PO BOX 1080 INSURER D: Cotuit, MA 02635-1080 INSURER E: CTL 1273 1371158 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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 ADDL SUBR i POLICY EFF POLICY EXP LIMBS LTR TYPE OF INSURANCE !INSR WVD t POLICY NUMBER I MM/DD/YYY I MM/DD/YYYY a GENERAL LIABILITY ( I I EACH OCCURRENCE I$ (COMMERCIAL GENERAL LIABILITY ( PREMISES(—' ❑I DAMAGS(Ea RENTED $ u occurrence) CLAIMS MADE I n L I$ I OCCUR MED EXP(Anyone ewn I PERSONAL&ADV INJURY S - GENERAL AGGREGATE IS GEMLAGGREGATELIMITAPPLIESPER: (PRODUCTS-COMP/OPAGG $ POLICY nPROJECT MLOC , I ` S AUTOMOBILE LIABILITY COMBINED SINGLE-LIMIT --, ;-- (Ea accident) $ ANY AUTO ALL OWNED AUTOS BODILY INJURY Per a son $ BODILY INJURY Per accident $ SCHEDULED AUTOS i PROPERTY DAMAGE HIRED AUTOS Per accident) S _ NON-OWNED AUTOS ( $ $ OCCUR UMBRELLA LIABt I EACH OCCURRENCE $ I IEXCESSLIAB CLAIMS-MADE+ I' AGGREGATE $ DEDUCTIBLE I I I$ t I$ RETENTION S 1 I � �t C STATU- OTH-1 WORKERS COMPENSATION ORY LIMITS ER AN PROPRIYERIPARTNILITY y/N Q�0_Qt) ANY PROPRIETOR/PARTNERI E.L.EACH ACCIDENT $ EXECUTED?OFFICERIMEMBER N/A 1 4 6-8 0 57 0 0-01-1 i 08/31/2017 08/31/20].t-------- (Mandatory in NH) LLL��- I E.L.DISEASE-EA EMPLOYEE $ 130,000 If yes,describe under I E.L.DISEASE-POLICY uMtT $ SPECIAL PROVISIONS below I �Gi ❑ I I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach Acord 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE GroverBui.ldiM and RemodelilV EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH P0 BcaC 1080 THE POLICY PROVISIONS. Cotuit, MA 02635-1080 AUTHORIZED REPRESENTATIVE Attu: Project 12niager 17 8 3 118 ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD ©1988-2009 ACORD CORPORATION.All rights reserved. Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Construction,Suoervtsgr,l & 2 Family CSFA-077754 Expires: 11/22/2019 CAREY C GROVER , PO BOX 1080 COTUIT MA 02635 ' K Commissioner v C�/e�c ic!�ica�zcuecrlCl 0�6?/�laaeccr,•�uarCGi office of Consumer Affairs&Busi ess Regulation W`a ` p5 HOME IMPROVEMENT CONTRACTOR Registration "1.44322 Type: Expiration 9/23/2018 DBA y GROVER BUILDING 4-REMODELING CAREY GROVER rt" 56 BOWDOIN RD MASHPEE,MA 0264.9 ° dersecretary The Commonwealth of Massachusetts , Department of Industrial Accidents Office of Investigations '- 600 Washington Street - Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/EIectricians/Plumbers Applicant Information Please Print Legibly Name(Business/Oro ni,ation/rndividval): 6. ' Address: &2. A City/State/Zip: Phone Are yo employer?Check the appropriate bow Type of project(required): 1. am a employer with—L— 4.,❑ m a general contractor and I I a 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 in any capacity. employees and have workers' [No workers'comp.insurance comp.inS=00 9. ❑Building addition required.] . 5. ❑ We area corporation and its 10.❑Electrical repairs or additions 3.El officers have exercised their I am a homeowner doing all work 11.El Plumbing repairs or additions myself. [No workers'comp. right of exemption per MOL 12.❑Roofmpaus insurance required]t c. 152,§1(4),and we have no 13.El Other employees.[No workers' comp.insurance required] *A,ay applicant that checks box#1 must also fill out the section below shouting their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and than 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 vrhetber or not thosc cutides have employees. Tf the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that isproviding workers'compensation insurance for my employees Below is the polky andjob site information. Insor;mce Company Name: Jam Policy#or Self-ins.Lic.#: 4/6—�b2y clo'0 Expiration Date: Job Site Address;;a2 'SnA60A 517 0Cl lizT/�Cit, Stawzip: 0e`s�� 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 MOL c. 152 can lead to the imposition of miminal penalties of a tme 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 c n the pains andpenaltces o perjury that the information provided above is true and correct Signatrae: - AA Date: / Phone#: —667"s- official use only. Do not write in this area,to be completed by city or town officiaL City or Town: PermitlLicense# Issuing Authority(circle one): 1.Board of Health 2.Budding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector. 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an empoyyee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is def mcd 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 the ,or 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 an 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 compliance political subdivisions ehate i e erform ante of public work until acceptable evidence of enter into any contract for the p requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checldn.g the boxes that apply to your situation and,if necessary,supply sub-contractors)mmne(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 that this affidavit maybe submitted to the Department of Ead�A employees,a policy is required. Be advised should Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit be refined 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 re a space at e of the affidavit for you toottom 111 out in the event the Office of Investigations has to contact y �rapplicantapplicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition, that must submit multiple permitllicense applications in any given year,need only submit one affidavit indicating current information(if necessary)and lender"Job Site Address"the applicant should write"all locations in (city or policyA copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the town applicant as proof that a valid affidavit is on file for future permits or licenses. Anew affidavit moult mmf�erciale tr a license or ennit not related to uY year.Where a home owner or citizen is obtaining P (i.e.a dog license or permit to bun leaves etc.)said person is NOT required to complete this affidavit co The Office of Investigatians would l>ke to thank you in advance for your operation and should you have any questions, , please do not hesitate to give us a call. The Department's address,telephone and fax number. The COMMMwean of Massaohuwtts Dgwtment of Must"AOddonta : w of Iivestigadws 600 Wa gtog W-t Boston,MA Q111 Tel, 617-727-4900 ext 406 or 1- -MASSAFF, Fax#617427-7749 Revised 4-24-07 wwwmass,gov/dFa Telep hone: 508/563-6049 COLONY INSULATION. INC., 28 Jonathan Bourne"Drive,rtPocasset, MA 02559 . CLOSED-CELL FOAM INSULATION SPEC SHEET . CONTRACTOR: Ij' JP4— JOB SITE ADDRESS DATE: t — R.VALUE. AREA THICKNESS t 7 Ceiling Cathedral Ceiling Garage Ceiling r � �')kicorlxasernent-6wriwti.g. Slopes Exterior Wall Garage Hse. W all W alkout W all Cathedral W all Blockers Overhang Stair/Risers All R-values and thickness measurements are deemed to be accurate by the following installe rs: � I TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM: AL j. 1002 W Main Richmond,MO 6 * A P 816.776. www.arnthane rn ane . . . Sprayi insulaition Prroduc "F !! S V WX 2!! 4 ss R ThermalGuard ThermalGuard Therma/Guail CC2 OC 1 OC.5 & OC.5R Nominal Density:2.0 lblft3 Nominal Density: 1.0 IbAM Nominal Density..- .5 IbAM CC2 R-value: 7.Olin R-value: 5.24rn OC.5 R-value: 3.8/in Compressive Strength: 45 PSI Compressive Strength: 7 PSI OC.5R R-value: 4.311n • Vapor Permeability: 0.8 Perms @ 2" Vapor Permeability.3.6 Perms @ 5" Compressive Strength: 0.6 PS( Vapor Permeability 4.2 Perms @ Product Description Product Description Product Description ThermalGuard CC2 is a semi-rigid,fast set, ThermalGuard OC1 is a,' soft, fast-set, ThermalGuard.` OC.5 & OC.5R are closed-celled, spray polyurethane foam open-celled, 100% water-blown spray low-density,open-celled;100%water-blown (SPF)insulation system designed for use as polyurethane foam (SPF) insulation system polyurethane foam (SPF) insulation sys a high performance thermal insulation. designed for use in residential & commercial designed for use in residential&commercial wall,attic,and roof-deck applications. attic, and. roof-deck applications. Both pro( can reduce energy consumption by up to 500/c ThermalGuard CC2 is a spray-applied insulate & air-seal the structure in a single system suitable for a varlet of insulation. ThermalGuard OC1 can reduce energy Y Y o ThermalGuard OC.5R is a bio-renewable prc applications including in-plant, tank & consumption in structures by up to 50/o that exhibits superior fire-resistance properties pipeline, residential & commercial compared to conventional insulation systems increased R-value. ThermalGuard OC,5 cai because it insulates.&air-seals in a single step. optimized for in allation in cold tem eraf construction, foundation and below.grade P applications where compressive strength or ThermalGuard down to 15°F. OC1 is applied as.a liquid and impact resistance.are desired, expands over40x in approximately 8 seconds to ThermalGuard OC.5 & OCSR are applied fill and seal building cavities of any shape and liquid and expand over 100x in approximate ThermalGuard CC2 is applied as a liquid size. It exhibits superior thermal insulation, seconds to fill and seal building cavities of ..and expand 25x in a approximately 12 air.-barrier, and sound attenuation properties shape or size. They deliver superior thei seconds to form,a smooth, durable surface over conventional insulation materials and has insulation; air-barrier, and sound attenua perfect for the application of primers or been proven to improve indoor air quality'& properties compared to conventional insula comfort. materials and contribute to.a healthy indoor, finish coatings.:. )utdoor environment. CS. 1 i W' Arnthane ThermalGuard CC2 TECHNICAL DATA SHEET appropriate PPE as required by OSHA, intended for use by nonprofessional. ThermalGuard CC2 demonstrates" NIOSH,and state/local safety applicators,or.those who do not excellent adhesion to various substrates regulatory agencies. purchase or utilize this"product in the when installed according to normal course of their business: The. manufacturer specifications. It is the applicator's responsibility to potential user must perfprm any.. comply with all job site safety pertinent tests in order to determine the ThermalGuard CC2 resin(B)does not requirements set forth by OSHA, product's performance and suitability in require agitation. Do not pre-heat or. NIOSH,and state/local safety , the intended application,since final recirculate resin(B)as doing so will regulatory agencies. determination of fitness of the product result in the"boiling off'of the 245fa: for any particular use is the blowing agent which will result in poor LINIIATATIONS responsibility of the buyer. yield and poor foam performance. ThermalGuard CC2 should not be left All guarantees and warranties as to the ThermalGuard CC2 should be installed exposed to sunlight,as UV light will products supplied by Amthane shall at a maximum thickness of 4 inches per rapidly degrade foam. Do not use near have only those guarantees and pass with it minimum of 30 minutes high heat or open flame.. warranties expressed by the between passes. It is the applicator's. manufacturer. The buyer's sole remedy responsibility to test-lift thickness for a- ThermalGuard CC2 must be covered as to the material claims will.be against particular application prior to with an approved 15-minute thermal the manufacturer of the product: The commencing installation to ensure that barrier when used as insulation for aforementioned data on this product is the product can be installed safely at the residential or commercial buildings. to be used as a guide and is subject to desired thickness. Installation must comply with all change without notice. The information applicable building codes. " herein is believed to be reliable,but SAFETY&ENVIRONMENT unknown risks may be present. Do not install ThermalGuard CC2 at a ThermalGuard CC2 is installed by thickness exceeding 3 inches per pass NO WARRANTIES,EXPRESSED OR independent SPF contractors: It is. and do not apply subsequent passes IMPLIED,INCLUDING PATENT recommended that building owners. within 30 minutes of the previous pass. WARRANTIES OR WARRANTIES" verify that the SPF insulation contractor. In rare cases doing so may.cause. OF MERCHANTABILITY OR maintains proper credentials,insurance, charring and combustion. FITNESS FOR USE,ARE MADE BY and licenses and is properly trained to ARNTHANE INC.WITH RESPECT safely install SPF insulation products. It is the applicator's responsibility to TO PRODUCTS OR RIFORMATION test lift thickness for a particular SET FORTH HEREIN. ThermalGuard CC2 achieves a Class I application prior to commencing Fire retardancy rating and meets or installation to ensure that the product. Nothing contained herein shall exceeds"minimum building code can be installed safely at the desired constitute a permit or recommendation.. requirements for fire safety. thickness. to practice any invention covered by a patent without a license form the owner ThermalGuard CC2 has low odor during Please contact your technical,sales . of the patent. Accordingly,buyer application and produces no toxic representative for recommended assumes all risks whatsoever'as to the vapors after application. equipment configurations and for use of these materials,and buyer's recommendations for your particular exclusive remedy as to any breach of Always read and follow all Material application. warranty,negligence,or other claim Safety Data Sheets provided with all shall be limited to the purchase price of shipments.Additional copies are DISPOSAL&CLEAN UP the materials. Failure to adhere to any available upon request from Arnthane recommended procedures shall relieve Inc.or your technical sales Cured/reacted product may be disposed Arnthane Inc.,and the manufacturer of representative. of without restriction.Excess liquid W all liability with respect to the materials and'B'material should be mixed and their use thereof. Basic PPE safety equipment is required together and allowed to cure,then for personal protection including,but disposed of in the normal manner. not limited to:long-sleeve chemically Product containers that are"drip free" resistant overalls,rubber,nitrile,or may be disposed of according to local, latex gloves,splash shield or safety state and federal laws glasses with splash guards,rubber or leather boots w/covers,full-face air- WARRANTY&DISCLAIMER purifying respiratory(APR)with ® A/'/7har1 e appropriate cartridges or full-face The data presented herein is subject to' supplied-air-respirator(SAR),and other change without notice and is not .Amthane imp,,'° 1002 W Main Street Richmond,MO 64085 P 816.776.3015 F 816.776.3215 . www.arpthane.com w. r - Arnthane ThermalGuard CC2 TECHNICAL DATA SHEET i PRODUCT NAME PHYSICAL CHARACTERISTICS Property Value Test Method w� �� Density(nominal): 2.0 lb/ft3 - ASTM D-1622 ® R-value: 7/inch ASTM C-518 Tftrmalftard CC2 . compressive Strength: 35 PSI ASTM D1621-94 Tensile Strength: 70 PSI ''ASTM D1623-78 PRODUCT DESCRIPTION + Dimensional Stability: <4%A ASTM D 2126 Closed Cell Content:' 96% ASTM D 2856 i ThermalGuard CC2 is a fast set,closed Air Permeability: .002 L/sm2(@ 75 Pa @ 1") ASTM E283 celled,245fa-blown spray polyurethane Vapor Permeability: .8 Perms @ 2" ASTM E96 foam(SPF)insulation designed for use Fungus Growth: None ASTM G21 in residential&commercial structures,. Service Temperature: 250 OF(120°C)* exterior foundation or perimeter insulation,below grade applications, •' `Service temperatures will vary depending on application. Contact yourArnthane Technical Representative for i recommendations and limitations. Always test ThermalGuard CC2 for suitabilityfor your particular application in i exterior tank/pipe insulation and etc. a safe manner. ThermalGuard CC2 is applied as a LIQUID PROPERTIES liquid and expands 25x in seconds to fill Property Value• Test Method and seal building cavities of any shape Viscosity(A) 200 250 CPS ASTM D-2196 and size. It exhibits superior thermal Viscosity(B) 1100 1300 CPS ASTM.D-2196 insulation,air-ba.mer,and sound Weight Per Gallon(A) 10.25 lbs/gal ASTM D-1475' j attenuation properties compared to Weight Per Gallon(B) 9.4 lbs/gal ASTM D-1475 ' conventional.insulation materials. REACTIVITY PROFILE Once fully cured ThermalGuard CC2 Property `Value a remains rigid maintaining significant Cream Time: 2-3 seconds @ 25°C(77 OF) structural strength and thermal Rise Time: 12-16 seconds @ 25°C(77°F): insulation properties in adverse conditions across a wide variety of COMBUSTION PROPERTIES applications. Property Value Te t Method Flame Spread Index: _<25 ASTM E-84 MANUFAcC`TURER Smoke Development: 5450 ASTM E-84 I. ThermalGuard CC2 is manufactured PACKAGING&STORAGE exclusively by Drum Weight(A). 551 lbs Drum Weight(B) 500 lbs i Arnthanelnc. Total Set Weight 105.1 lbs 1002 West Main Street Storage Temperature Range(STR) 60—80°F Richmond,MO 64085 Shelf Life at STR 6 months P.816.776.3015 F.816.776.3215 'Do not allow material to freeze.Do not pre-heat or recirculate(B)material as it will cause frothing mud loss of www.arnthane.com blowing agent. Storage at temperatures above or below STR may shorten sheljlife and cause degradation or loss of blowing agent. Cold material will develop higher viscosity which can cause during processing such as pump cavitation and poor mixture of(A)and(B)components. For best processing performance during application(A) ' CORROSION and(B)drum temperatures should be between 60.F—80 F ThermalGuard CC2 is chemically& PROCESSING PARAMETERS physically compatible with all common Processing Pressure Range: 900-1400 PSI* building materials including electrical Processing Temperature Range: 115-145 OF* wiring,wood,metal,concrete,plastic Substrate Temperature Range: 35—:105 OF (PVC),copper,vinyl,and glass. Ambient Temperature: 35—105 OF Substrate Moisture Content: <19% INSTALLATION Yield: 3800-5000 Board Feet Per Set* Maximum Lift Thickness: 4 inches** ThermalGuard CC2 must be spray. applied using approved equipment.Use `Processingparometers&yields can vary widely depending onsubstrate temperature,type&condition,ambient 1:1 ratio proportioning system that can temperature,elevation,humidity,equipment and other factors: During installation the applicator must observe the quality and characteristics of the foam and adjust equipment temperature.&prep wit settings as needed to. achieve the specified temperature and accommodate these variables in order to ensure optimum yield,proper adhesion,proper cell structure,and pressure requirements. performance ofthefoam. **ALWAYS test 77uemioa card CC2 at desired thickness in a safe manner prior to insulating structure to ensure that it can be safely installed at the desired lift thickness without risk of charring or combustion. It is the exclusive� responsibility of the applicator to achieve proper lift thickness for safe application. Safe lift thickness may vary from application to application. J TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 037 Application # Health Division Date Issued r" Conservation Division ' Application Fee Planning Dept. Permit Fee '�7 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village do Owner Address Telephone Permit Request /_7 I`1' Square feet: 1 st floor: existing proposed 2nd floor: existing,/ proposed 0 Total newo?_5_0 Zoning District Flood Plain �la Groundwater Overlay Project Valuation ��a. Construction Ale Lot Size Grandfathered: !ems LJ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure SO k45-14-- Historic House: 0"& ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full &F a.MR ❑Walkout ❑ Other v w Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft OO . Z�3 0 Number of Baths: Full: existing_ 2 new ® Half: existing ® new _ 0-.4 Number of Bedrooms: existing Anew , Total Room Count (not including baths): existing new ( First Floor Room Count Heat Type and Fuel: was ❑ Oil ❑ Electric ❑ Others -; Central Air: ❑Yes CB'No Fireplaces: Existing New C� Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size — Barn:Lkeexisting ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: r� Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION roWZ457X (BUILDER OR HOMEOWNER)Name X4, Telephone Number ��f`�� S�S� Address tz , ZC?X` /® License # 0 Home Improvement Contractor# 2 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE '57//9//Z4/ FOR OFFICIAL USE ONLY i APPLICATION# -,DATE ISSUED MAP/PARCEL NO. `c ADDRESS VILLAGE ,; OWNER f ,t DATE OF INSPECTION: �:?F4_UNDATION �(i 13 FRAME [ J l �.-INSULt6 PRO rn ATION_ FIREPLACE l ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL t GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT i ASSOCIATION PLAN NO. The Cownroass crlth of-Vassachuseffs Deparhnwt ofliulmstrial Accidents C�, e a}"Irruestigrriio;�rs 600 Washington meet Boston,,MA 02111 wmv.mass:gcnAdia Workers' Compensation Insurance Ahdavit:Builders/Contractors/Etectricians(Plumbers Ap ' ant Infarmation Please Print L. bfy Flame akmine�Orpnizafiondu&viduat): e Z�- &A` Address: City/State/Zip- �� Y '' �6 ®fhonne4i-_ 5Ds Are you an employer?Check the appropriate boz: Type of project(required): L U4,_,_,� 4. I at�t s contractor and I � � l I am a employer with l ❑ 6- ❑New const�uctim employees Mull and/or pact-#ime).* have hired the sub-contractors 2_❑ I am a sole proprie#or or partner- listed on the attached sheet 7- ❑Remodeling shift and have no employees - These sub-contractors have g. ❑Demolition woktng for me iu any c ct employees and have workers' r � tY- 1 9_ ❑Building addition[No.Workers'comp.insurance comp-insurance required.] 5. We are a corporation and its 10.[1 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11._.0 Plumbing repairs or additions ti myself [No worker$'� right of. impon per MGL 12_❑Roof repairs i insurance required_]l c-152,§1(4),and we hai,'e no employees_[No workers' 13.0 Other comp-insurance regwred j! *Any applicant that checks boa#1 mast also fill out the section below shnwing Their woikels'compensation policy Sofa rreubinn T Homeowners who submit this affidavit indicsting dicey am doing aU wak snot then hire outside:contractors= t submit a zL-w affidTdt infest n such- tContimctors thst check this boo:must attached an additional sheet showing the mice of ffm snb-oo oss and statp wb dker ornot those ermines have employees. If the sub-cont actors bare employees,they most provide their waders'comp,policy number. lam an employer ihat is prmidurg ttrorkers'compeiLvation irrrrtrarcce for lity eHWEoyees: Belgty it Sre poTicp and job sits ZrrfOrfltatTOVL �� Insurance Company Name- /C._C>/ ,e Policy#or Self-rms.Inc-a: �{�p � E-xpiratlon Da _ y Job Site Address:_�� J�f ao f, /1'Gity�'Stafe]Zip: Attach.a copy of the workers'compensation policy declaration page(showing the polio number and expiration date). Failure to secure coverage as requireduuder Section 25A of MGL c. 152 can lead to the imposititm ofrriminal penalties of a fine up to$1,500.OD and/or one-yearimprisonment,as well as ci%il penalties in the foam of a STOP WORK ORDERand a fine of up to S250-00 a day against the violater- Be advised that a copy of this statement may be forwarded to the Office of Imresfigations of the DIA fvr inwmnce coverage vecifitatio L I do hczreby cerhfy a pains ena fpe ury thatthe information pravidsd aboue is truce and correct Sisnature: / Date: Phone#: ' C.4 tel 0 cial u:se only. Do not mite in this area,to be completed by city or town q�SciaL City or Town: Permit/License# Issuing Anthonty(circle one): 1.Board of Health 2.Budding Department 3.Cityf ravm Clerk 4.Electrical Inspector _15.Plumbing Inspector 6.Other Contact Person: Phone#_ 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto 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 Iocal 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),addresses)and phone numbers)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partriers, 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. '11ie affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Depaitaient 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 pa mitllicense 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 111 (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.c.a dog license or permit to bum 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 Department of Indust dal Accidents MCC of Xnvestiptians 600 washingtaa Street: Boston,MA G2111 Tel.4 617-727-4.9QO ext 406 or 1-9 MASSAFE Revised 4-24-07 Fax# 617-727-7749 w.mass-gov/dia � � DATCtsta9ourY:TiI ACOR97 CERTIFICATE OF LIABILITY INSURANCE oa/08/20,13 THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION t)NLT AND CONFERS NO RIpHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AFst<END 5ND OR ALTER THE COVERAGE AFFORDED BY UE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT.00NSTITUTE A CONTRA BETWEEN THE ISSUING INSURER(8),AUTHORIZED REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT:if the esrtltlerae holder Is an ADDITIONAL INSURED.ins pollay nd d.itVED pea)must be eorso SUBROGATION IS WAIVED,subjeal to the Isms and eandltloRs at the palley,cettaln polldes may require an endomem a A statement an this certificate doss Imt aantar eights to ihtr e9rWicate holder In you of sash otldorserastR(a). PRODUCER CONTACT NAME:. PHONE FAX x9pu d Risk mm=aws mvicas, =0. (M.No.E:s). (877)336>4420 (Alc.Na): 877 234 d1 10823 Old am Rd F61AML clumba, 2m 68154 ADDRESS: PRODUCER CUSTOMER ID e (877)336-443 0 INSURER{S)AFFORDING COVERAGE NAIL D INSURED INSUREtA: Coat;inentm2 IndsMit INSURER It: dba cae'QV>ax' Building and RowdsUma WSURER C: Lt0 Rim 1080 INSURER D: wttsiE, ba 03635-1080 WsuasiR E CTL 1273 767949 WSURERP. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHERAOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLIGIES DE501"118E0 HEREIN I9 SUSJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS. IW.TRR TYPE OP INSURANCE I WL BURP POLICY rJaER AAw I MfAID LIMB$ 43CHMALLIABILITY EACHOCCURRFJaCE 5 COIAMERGAI.GENERAL t IA8111i 1' I—I DAMAGE TO RENTED S CLAIMS El PREMISES ooaur,�oJ J MADE ❑OCCUR tAED w8 mm, PERSONAL&ADVINJURY S MERALAGGREGATE S GENtAGGREGATELIMrrAPPLiESPER: i PRODUCT$-COMPIOPAGO S POLICY I PROJECT LlLoc AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT INJU ANYAUTO El ❑ BOD I iEaaac4bin S ILY RY Pe, S ALL OWNED AUTOS BODILY aVJU Y IPw aseam 5 SCHEDULED AUTOS PROPERTY DAMAGE HIREDAUTOS I °f0a"°II S NON OWNEDAUTOS S 'UtmR[1LALIAB OCCUR FACHOCCURRENCE S 8 CIA►MSMD ❑ �1AGGREGATE S J�DEI8U CNTION S S i S WCSTATU- OTN WORKERS COMPENSATIONMay um= AND 119PLOYFAWLIAllum YIN E.L. CHACCIp S s00,oao ANY PROPRIETOR/PAWN6W � � �EOFFICERJMEL18I3t L _J NIA 6-805700-01-06 /31/3L)13 /31/2MA . (tdanaatory m NJt) E-L.OISEA 15A 9UPWYEE s 1001000 a .e desonnou,>Qar i E.L.DISFASEPoucYuealr s 500,000 SI�ECIALPROVISIONS Iislow 1111 DI OESCRIPnON OP OPERATIONS/LOCATIONS/VEHICLES{ANseh Aowif 181,AddlDaaal RvMfts Schedule,If MOM spmIs mquhBd) CERTIFICATE HOLDER N t � sHouLDANv aFTHb ABOV2 cExRlsEo:fDlJeleR ee cANCELLeD egPoaeTHe EIPIRATION DATETHEREOF.KMCE WILLBE DELIVERED iN ACCORDANCEWTH No Bi 1080 THE PO=PROVISIONS. ocitidt, = 02635-2080 AUTHORIZED REPRWENTATRIE dlt�aa >;>atacs: 1783118 ACDAD 23(8009At9) Tho ACORR nema and toga ara raglatared meths of ACORD 0198S.Me NCORD CORPORATION.Ail Hphls rid. dfTME Town of Barnstable . . Regulatory Services Thomas F.Geller,Director Building Division Tom Perry,Building Commissioner 200 Main Street;Hyannis,MA 02601 4 www towu barnstalile.ma us Office: 508462-4038 Fax 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder l , as Owner of the subject property hereby authorize to`act on m lty --- y beha in all matters relative to work authorized by this building permit /ate ,51 r (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. . Signature of Owner Signa e of Applicant Print Name Print Name Date Q:F0RW-0WXWERMfSSI0IP00rA 6012 i Generated by REScheck-Web Software Compliance Certificate Project White-122 School Street Energy Code: 2012 IECC Location: Cotuit, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 262 ft2 Glazing Area 45%, Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 122 School Street Kathy& Richard White Carey Grover Cotuit, Massachusetts 02635 Grover Building&Remodeling 445 Poponessett Road Cotuit, Massachusetts 02635 508-364-5651 Compliance: Passes using UA trade-off Compliance: 9.5%Better Than Code Maximum UA: 95 Your UA: 86 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Floor:All-Wood Joist/Truss Over Uncond.Space 238 22.0 0.0 0.042 10 Wall: Wood Frame, 16in.o.c. 114 19.0 0.0 0.060 3 DH-3365: Metal,Thermal Break,2 Pane w/Low-E 15 0.290 4 DH-3365: Metal,Thermal Break,2 Pane w/Low-E 15 0.290 4 DH-3365: Metal,Thermal Break,2 Pane w/Low-E 15 0.290 4 DH-3365: Metal,Thermal Break,2 Pane w/Low-E 15 0.290 4 Wall: Wood Frame, 16in.o.c. 139 19.0 0.0 0.060 4 DH-3365: Metal,Thermal Break,2 Pane w/Low-E 15 0.290 4 DH-3365: Metal,Thermal Break,2 Pane w/Low-E 15 0.290 4 DH-3365: Metal,Thermal Break,2 Pane w/Low-E 15 0.290 4 DH-3365: Metal,Thermal Break, 2 Pane w/Low-E 15 0.290 4 DH-3365: Metal,Thermal Break,2 Pane w/Low-E 15 0.290 4 Wall: Wood Frame, 16in.o.c. 114 19.0 0.0 0.060 3 DH-3365: Metal,Thermal Break, 2 Pane w/Low-E 15 0.290 4 DH-3365: Metal,Thermal Break, 2 Pane w/Low-E 15 0.290 4 DH-3365: Metal,Thermal Break,2 Pane w/Low-E 15 0.290 4 Project Title: White-122 School Street Report date: 08/18/14 Data filename: Page 1 of 2 Gross Area Cavity Cont. Glazing Assembly or or Door UA DH-3365: Metal,Thermal Break, 2 Pane w/Low-E 15 0.290 4 Wall:Wood Frame, 16in.o.c. 16 19.0 0.0 0.060 1 Wall: Wood Frame, 16in. o.c. 16 19.0 0.0 0.060 1 Wall: Wood Frame, 16in. o.c. 16 19.0 0.0 0.060 1 Wall: Wood Frame, 16in.o.c. 16 19.0 0.0 0.060 1 Ceiling: Cathedral 304 30.0 0.0 0.034 10 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 2012 IECC requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. �ENnI�}z la I LtM� 'Vol Name-Title S' n ture ate Project Title: White-122 School Street Report date: 08/18/14 Data filename: Page 2 of 2 T- • • 4 2012 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 22.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 Door CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments B l c7xe rroararnoorio�cz�/�.a/IC�l�nlJrir�u.ie//J \ Office of Consumer Affairs&Business Regulation License or registration valid for individul use only G?l ;OME IMPROVEMENT CONTRACTOR t before the expiration date. If found return to: egistration 144322 Type: Office of Consumer Affairs and Business Regulation ;'Expiration 9/23/2016 DBA 10 Park Plaza-Suite 5170 Boston,MA 02116 GROVER BUILDING.+REMODELING CAREY GROVER �� 56 BOWDOIN RD - MASHPEE,MA 02649 Undersecretary valid without signature as f Massachusetts -Department of Public Safety-, �f Board of Building Regulations and Standards - Construction Supervisor 1 & 2 Family License: CSFA-077754 CAREY C GROVER r PO BOX 1080 COTUIT MA 026-35 ' 9 ./..�+.• ��• Expiration , Commissioner. 11/22/2015 'aR$ a-Riffif . A14 VOW Town of Barnstable *Permit# C � 2 Expires 6 months from issue date. Regulatory Services Fee d a�nivsr�z,6. � � . S` �"G Richard V.Sc li,Interim Director Bull ing Division 7)11 Tom Perry,CBO\Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address �� i t ,,4419 Residential Value of Work$ �� ®S.� " Minimum lee of$35.00 for work under$6000.00 Owner's Name&Address Contractor's Name (;A—S/ Telephone Number ddeu gr W&.W Contractor License#(if applicable)' J,�� — Email: �,, `tiS/CN C�'Y r cG,� Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor z ❑ I am the Homeowner -I have Worker's Compensation Insurance Insurance Company Name C 4 l V e Workman's Comp.Policy# 7 !V 720 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box)El Re-roof Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side . . ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows #of doors: Smoke/Carbon Monoxide detectors 4 floor plans marked with red Sand inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. i ***Note: Property Owner must sign Property Owner Letter:of Permission. . A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: Ste' �2�s Ot VIN DtBuilding Changes\EXPRESS PERN=XPRESS.doc r ' Revised 061313 r + BARrsSMIJ r. °'m �' Town of Barnstable . asp. �, . . . . Regulatory Services Richard V.Scali,Interim Director Building Division Thomas Perry,CBO' Building Commissioner 200 Main Street, Hyannis,MA'02601 www.town.barnstable.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 �� g�e Imo✓Q^ to act on my behalf, in all matters relative to work authorized by this building permit application for: I2.Z 5 ee/ (Address of Job) Signature of Owner Date Print Name .If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the . reverse side. f T:IKEVIN D\Building Changes\EXPRESS PERMITNEXPRESS.doc Revised 061313 37te Co>F mormwalth of ALassach4ust is Dqmr1mMt of Indf ►ushial Accide is U&e of In.esfigations 6#0 Washington Street Boston,ALA 02111 fi*►Ft.,Ytas&gov/dda Workers' Compensation Insurance Affidavit:Builders/ContraeborslEbwtricians/Plumbers Applicant Information Please Print Lexib Name Address: CityfState/zip: Phone## Are you an employer?Check the appropriate boa: , Type of project(required): 1_ I am a 1 with 4- ❑ I am a gmen d contractor and I �P �: -have hired the sub-contractors 6. ❑New oonshttct un employees( art-timtr). 2.❑ I am a sole proprietor or parbiu listed cm the attached sheet +. ❑ Remodeling ship and have no employees These sob-contractors have.: 8. ❑Demolition' woaking for me in any capacity- employees and have wod ms' I 9. ❑Building addition [No workers'comp.insurance comp.insurance_ required] 5. ❑ We are a corporation and its 10.❑Electrical repairs at additions 3.❑ I am a homeowner doing all work officers have exercised then I LE]Plumbing repairs or additions myself[No workers'comp- right of exemption per MGL. 12.❑Roof repairs insurance required.]3 c. 152,§1(4�and we have noempio .[No wor'kers'. 13-M Other comp-insurance required.] ' Y appliiaot that checks boa#1 mom also fill our the section below sbdwing their workers compensation policy information. �t$aoae Pbc1 who submit this afi5dam indicating they ate dnimr,all matand then bae outside cootraKtors must snbaut anew affidavit indicating sorb-` kontmclors that cheek this boa must attached as additional sheet showing the name of the and state whew or not tbose entities bave employees. If the mbtmuctors have employees,rhey must provide their warkers'camp.policy number- I am an employer that is providieg worms'compematiou insurance for my engdoym Below is fire policy and job site informadam Insurance Company Name: �G/a� Policy#or Self-ins.L c.#:AALS Polo/ .7!y 720 usfiicn Date: O Jab Site Address: ZZ a y �y1e� CitylSta Zip: Q `.-i Attach a copy of the workers'compensation policy daclaration gage(showing the policy number and expiration date). Failure to secure coverage as mquirW under Sectim 25A of MGL c. 152 can had to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisorittent,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 maybe hmarded to the Office of Investigations of the DIA for insuz ce coverage verification. I do hereby cue Wft un&r the pains and penalties of perj kq that the informafionprm&d abow is trace and correct : "✓� P/Z<s oa. Date:. Official use only. Do not write in this area,t&be completed by city or town offisvat City or Town: Permitllicense# Inning Authority(circle one): 1.Board of Health 2.Balding Department 3.City/I'own Clerk 4.Electrical Inspector S.Plumbing inspector 6.Other Contact Person: Phone#• 6 Client#:21641 2SEASIDEAL D/YYYY) (MM/D ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE o [MMID014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - - CONTACT - - NAME: Dowling&O'Neil PHONE 508-775-1620 FA7t 5087781218 .. A/C No Ext: AIC,No Insurance Agency EMAIL ADDRESS: 973 lyannough Rd., PO Box 1990 INSURERS)AFFORDING COVERAGE NAIC#. Hyannis,MA 02601 INSURER A:Associated Employers Insurance INSURED INSURER B: - Seaside Alarms, Inc. INSURER C 1265 Route 28 South Yarmouth,MA 02664 INSURER D: INSURER E: INSURER F: - - COVERAGES CERTIFICATE NUMBER: REVISION.NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE 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 SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER - MM/DD/YY.YY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMISES(ERENTED occu ence) $ CLAIMS-MADE OCCUR - MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERALAGGREGATE - $ GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG $ POLICY PRO- ECT LOC - $ J AUTOMOBILE LIABILITY COMBINEOSINGLE LIMIT Ea accident ANY AUTO - - BODILY INJURY(Per person) $ - ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED - PROPERTY DAMAGE $, HIRED AUTOS AUTOS Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ - DED RETENTION$ - $ A WORKERS COMPENSATION WCC50050117472014A 2110/2014 02/10/2015 X WC srATu- OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE - E.L.EACH ACCIDENT $1 00U 000 - OFFICER/MEMBER EXCLUDED? N N/A (Mandatory in NH) _ E.L.DISEASE-EA EMPLOYEE $1.000,000 If yes,describe under - - - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) - Insurance coverage is limited to the terms,conditions,exclusions,other_ limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Regulatory Services ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main St. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S 124730/M 124613 KKM 1 r^{ nkjIse is ° GAP op z , ' `� 1•ice. i IP: ' SHOM DIT.-Pl¢.' ®p. j CO "S DMCTOl x SMOKE DETECTORS :REVIEWED' I /21 7�o y q BUILDING DEPT. , -DATE FIRE DEPARTMENT ` DATE MEOTH SIGNATURES ARE REQUIRED FOR PERMITTING. I�0, P • Op Zk '� �{?lIYgTRf1�QQEND .+ �P ofJOKI!DST.Ply ©P GIB ' 'CoaAs omcmn x 5 n rSMOKE DETECTORS AEVIEWED j A A BUILDING DEPT,' DATE , FIRE DEPARTMENT DATE ��-TI -- BOTH SIGNATURES ARE REQUIRED-FOR PERMITTING Cliff, ,�' (op 1 Town of Barnstable DIME t, Regulatory Services Y Thomas F.Geiler,Director (/'1 s r s" MASS. " Building Division �Ar i639. s`°� Tom Perry,Building Commissioner FD INP'I 200 Main Street, Hyannis,MA 02601 ' www.town.barnstable.ma.us 4 —iq wM M C> Office: 508-862-4038 Fax: 508 90-672B0 d' PERMIT# o?0114 VD?2S FEE: $ co SHED REGISTRATION . to 200 square feet or less �0 Location of shed(address) Village ki T- fat a,r►►1 Sob �- Property owner's name Telephone number . x © �3 Size of Shed Map/Parcel# J q Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042911 L TOWN OF BARNSTABLE,BUILDING PERMIT APPLICATION Zak 20_� .Map Parcel - _ Application # Health Division Date Issued to Conservation Divisions Application Fee Planning Dept. QeKrit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis 0 ` y SEP 6 REC, Project Street Address y Village O Owner c Address Telephone Per ' Request ® - X Square feet: 1 st flog : existing,60proposed 2nd floor: existing.�60proposed _Total new Zoning District Flood Plain Aln) Groundwater Overlay Project Valuatio ® ° Construction Type Lot Size Grandfathered: es ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family: Two Family ❑ Multi-Family (# units) i Age of Existing Structure Historic House: ❑Yes W< On Old King's Highway: ❑Yes o Basement Type: ❑ Full rawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) /CGr Number of Baths: Full: existing_ new Half: existing f new Number of Bedrooms: existing Q new Total Room Count (not inclu 'n g baths): existing 1'_� new First Floor Room Count Heat Type and Fuel: 4 ❑ it yp as O ❑ Electric ❑Other Central Air: ❑Yes o Fireplaces: Existing New Existing wood/coal stove: ❑Yes ®Tlo Detached garage: existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑.Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION _ (BUILDER OR HOMEOWNER) Name �� ! �� Telephone Number Address �� ® � License# l AA Home Improvement Contractor# Worker's Compensation # �l1' �� od ��`d�� Nt ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJ CT WILL BE TAKEN TO SIGNATURE DATE �/ FOR OFFICIAL USE ONLY APPLICATION# { DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME S INSULATION BINS g C6 0iat p.� FIREPLACE r ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ' Ther.Commonwealth of Massa Ch.usefts Department of Industrial Accidenfs Off ce of Investigations 7 600.Washington Streef. t Boston; MA.02111 www.7nass.gov1dia ' �y Workers' Compensation Insurance Affidavit: Builder.s/Contractors/Electricians/Pltxmber.s Applicant Information Please Print Legibly Name (Business/Organization/Individual):' Address: City/State/Zip: vt �hojle #: �� Are Z employer?Check the appropriate box: Type of project(required): 1. employer with 4• ❑ I am a general contractor and I New construction . employees (full and/or part-tune).* : have hired the sub-contractors . _ _ _ . .listed on the attached sheet. 7 ❑ Remodeling 2.- Lam a sole proprietor-or paitrier- These sub-contractors have ship and have no employees 8 :❑ Demolition ` employees and have workers' working for me in any capacity. 9: ❑Building addition comp.,insurance. [No workers' comp. insurance 10.❑ Electrical repairs or additioi required.] 5• ❑' We are a corporation and its 3.❑ I am a homeowner doing all,work. officers have exercised their :. 1 I.❑ Plumbing repairs or addidoi myself. [No workers' comp. :right of exemption per NIGL 12 ❑Roof repairs insurance required:] t ,'c.,152, §1(4),and we have no employees. [No workers 13:❑ Other t " comp:insurance required.], *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy informs-lion. t homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a'ntw affidavit indica4ng.such. tContractors that check this box must attached an additional sheet showing the namc of thesub-contractors and-state whether or not those entities have. employees. If the sub-contractors have employees,they.must provide their workers%comp-policy number.' 1 am an employer that is providing workers' comp ensationFinsurance for my employees. Below is fhe policy and job site information Insurance Company.Name: Policy#or Self-ins.Lic.#:�44 7`"'� ^�/f a3 , Expiration ate: Job Site Address: /P City/State/Zip: - Attach a copy of the workers'.compensationpolicy 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 penaltZes of fine up to$1,500.00 and/or one-year imprisonmerit, as well as civil penalties in the form of a STOP WORK ORDER and a f of up to$250.00 a day against the violator. 'Be advised that a copy of this statement may forwarded to the Office of Investigations of the DIA for insurance coverage,verification. 1 do hereby certify a he pains an e f perjury that the information provided above s true rid correct. �rf Date:• (J Si ature: / .Phone#: Official use only: Do not write in this area, to be completed by city or lawn official City or.Town: Permit/License# Issuing Authority(circle one): r 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. 'Plumbing Inspector 6. Other Phone#: Contact Person: information an.c� fwt��ct'Ons Massachusetts General Laws chapter 15ees- 2 requires all employers to prov�aerviocekof an another under°any contrac on for their pihire, Pursuant to this statute, an employee is defined as "...every person:"in the s express or implied, oral or written." ' An employer is defned as "an individual,partnership, association, corporation falives of ar other edeceased empl yegal chtity, or any r,ootheore of the foregoing engaged in aloint enterprise, and including the legal p receiver or Trustee of an individual, partnership, association or oLb n the and who resides herrein,or he occupant of the owner of a dwelling house having not more than three apartmen do maintenance, constriction dwelling house of another who employs persons to or repair work on such dwelling house or on Lhe grounds or building appurtenant thereto shall not because of such employmentbe deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or 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 d. applicant tYho has not produced acceptable evidence of compliance with the insurance coverage require " h nor any of its poitic sub ) i Additionally,MGL chapter`1"52, §25C(7) states "Neither the commoons Sh3l) nweate idence f co plliance withd the)insurance enter into any contract for the performance ofpubJrc work until acceptablev requirements of this chapter have beenpresepted to the contracting authority." Applicants ur st Please fill out the workers'.eompensation a�davii completely, by checking the boxes that th thPrlcertifiy to °cate(s)lof on and, if - necessary;supply sub-contractor(s)rname(s), addresses)and phone"number(s)along vn '. insurance, Limited Liability Companves (LLC)or Limited-Liability Partnerships(LLP)wrth.no employees other than the members o;.partners, are Dolt required to'cai-ry workers' compensation insur.an�e. If an LLC:or.LLP does have of IndL1 employees, a policy is required. Be advised that this affidavit may be suba'�y to the he Dffrdaepa vnt ntThe affidaviilshoiiid Accidents for confirmation of insurance coverage.' Also be sure to sign be returned to the city or town that the application for.the permit or license is being requested,not the Department of obtain a workers' Industrial Accidents; Should you have any questions regarding the law or if you are required to please call the,Department at the number listed below,"Self-insured companies should enter their compensation policy self-insurance license number on the appropriate line, City or Town Officials ' F 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 penniUlicense.number which will be, used as a.reference number:.In addition an applicant nt that must submit multiple permiUlicense applications in any given year need only submit one affidavit indicating (city or policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in 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. Anew affidavit must be filled out each year, Where a home owner or citizen is obtaining.a license or permit Dot related to any business or coximercial venture (i,e, a dog license or permit to bum.leave$ 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'ad&e1ss, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-87.7=MASSAFE Fax # 617-727-7749 R rv;cr.rl 4-74-07 ,r occ f nl/lrila SEP:Sep. 10, 2010,z12: 23PM MT WASHINGTON HOTEL 4770767 TO't6wz7No. 1124 P• 1P.2 Town of Barnstable Regulatory Services s Thomas F.Geller,Director 13Oding Division Tam Perryl,RaUd1ng Gnmmissioner 200 Win 56r=t:gy =ia,MA 02601 wwwAown.ba-m9tsb1e-w9Lu' Office: 508-862-4038 Fox: 509-790-6230 property Owner MtUt Complete and Sign Tbds Section If Using,A Builder ` r fit/t�1 M, —,as.Qwuer of the subject property hereby amhori m Pill rn act on my brbalf, is all mamas mktive to wo&auth &za by"badmg Vpfica&n for. (Address of job) G sign v=of OWE= Date Print Names If ProUeAK_0_ _n_Sr is applying for peanut please complete the Homeovmers License Exemption FOnn on the reYerSe side. QMRMS:OWNERPERMY 1DN EXISTING \� ICE s � WATER MEMBRANE J 5 L3' GDX PLYWOOD .1 2X6 RAFTERS® I6" O.G.----'•, O S E P 2 1 REC'D j IX3AI5 RAKE ON IX BLOCKING —� W.G. SHINGLES O+N------ ,. 1/2" GDX PLYWOOD \ ON 2X4'S @ I6" O.G. IX GAP SHELF = - W/.AUJM. DRIP EDGE - I 1 c ALIGN W/ EXI5TIN6 2n } i IX FASCIA TO / iI MATCH EXISTING ; IX& EDGE 8 GTR.--- BEAD BOARD in i NI / f9 CUSTOM BRACKET ----% ° (STRUCTURAL) �0/ j ii m iv j T: i I --1 3/4' 2'-3" —-- -- 2 3/4 ----------- 4 A� DATA I L AT GOVjEiZE-D ENTRY • P "o- 106ES OVER 20'=O" LONG RAFTER TO RIDGE 5/411 X 11 /a!! IRAFTERS MAY BE TOE-NAILED, ADDITIONAL, FASTENING 15 FE06'! OVIDE 2XIO LED6,SlER E30ARD (REFER 7*0 DETAIL 2) 0'VI.'1_F','I...A"r FF�AMINo FOR FAFTUD, CIPTION A: AFPL"r 5143SON L'.-) [ A ACF0S5 THE TOF OF THE RAFTERS TO BEE 2X5 S.P.F. 2 OF, BETTED A- T 16" C).C,. OPTION F3: 2X6 RIDGE LOGIC:. E3LC `�LE55. NOTED) .-\GROSS THE RAF TLR5 Itv BELOW THE RIDGE AND F AHEM TO THE RAFTERS V\ 0 SIX (al 10 F-) RIN6 5HA" SEP 2 1 RECT By SIMPSON 505 25600 WOOD 5GREN5 @ Ib" O.r_ (STAGGERED) INTO SOLID FRAMING OF HOUSE ----------- EXISTING C)OUE3LE--\ TOP PLATE I . EXISTING 2X VqALL--- EX15TIN(7 PLYWOOD- SHEATHING (3) 2X6 CL&. J015T5— (AE301/[- BRACKET5) IX SHAVED DOWN A5 REQUIRED 77— Town of Barnstable 1KNE:anti Regulatory Services Thomas F.Geiler,Director �°"Rr`ASS. E ` Building Division ��§ ' � A hi 12 AjFo ,�a Tom Perry,Building Commissioner Y. 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us 3 Office: 508-862-4038 Fax:.-,508-790-6230 PERMIT# •c c Ol Q _C FEE: $ SHED REGISTRATION 120 square feet or less <y J2Z SCHOOL- 5-r- Ca41, 4f Location of shed(address) Village a �d2- Property owner's name Telephone number a v x Z ;?o Size of Shed Map/15arcel# Signature' Dat r� t., Hyannis Main Street Waterfront Historic District? Old King's,Highway Historic District Commission jurisdiction?" - Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:36&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE 'r ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 F < TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map C;242 Parcel Application# Health Division Conservation Division Permit# Tax Collector Date Issued o211a !S Treasurer Application Fee y " Planning Dept. Permit Fee �36 7, 50 Date Definitive Plan A , roved b Planning Board Historic-OKH �� P eservation/Hyannis Project Street Address Village K7t9kil-4-- Owners Address �� `�� / 7 ,��✓ Telephone { Permit Request �e --e Ala Square feet: 1 st floor:existing proposed 2nd floor:existing proposed — �� T t I ne `� Zoning District e Flood Plain /910 Groundwater Overlay ' 'n Project Valuation Construction Type p �" Lot Size i Grandfathered: &r'es ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes WO On Old King's Highway: ❑Yes Wlo Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other . Basement Finished Area(sq.ft.) %l% �'��-L�t"� 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 17!�2 —new First Floor Room Count Heat Type and Fuel: ❑Gas Oil ❑ ,/00 Electric ❑Other Central Air: ❑Yes MIKes Fireplaces: Existing New '-- Existing wood/coal stov ❑Yes Detached garage:❑existing ❑new size-- Pool:❑existin ❑new size Barn: xistin ❑new size 9 9 9 9 _ 9 Attached garage:❑existing ❑new size --Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes --❑No if yes, site plan`review#` — - Current Use Proposed Use BUILDER INFORMATION Name !L / " ice" Telephone Number Address (�' i License# D �I ,� �_- sue- Home Improvement Contractor# �%��i� Worker's Compensation# 65�006 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ff/ � SIGNATURE - DATE A � FOR OFFICIAL USE ONLY PEwtMIT NO. I -1 DATE ISSUED MAP/PARCEL NO. ' ADDRESS ' VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAM �L ff .ff�'7 a0' V •' INSULATION) VVY U ('7� 'lfV�� 5 ti FIREPLACE ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL , GAS: ROUGH `-7 FIN,ADLL FINAL BUILDING .r DATE CLOSED OUT ASSOCIATION PLAN NO. , 12/11/2006 08:41 802-334-3484 C,NB 3RD FLOOR ADM PAGE 02/02 xnne UU:J9 802-334-3484 CNN .3RD FLOOR ADM PAGE 02/02 me-5-RW6 09:W9A FptM= P.1 m JJ i ' : 'Town of Barnstable WiY'�s.#awsL'ls��b�a.�ptte Office: 59$-862.403� PBX,' 54}8�7�t-6�34? Propezy CPwxwr Must Compleft and SipThjsspctjon �e C3;a wr cf the aubject pie hertby cxa A toi=cmnvbehii, a . is zz m�aa stk p kp9c9K0h fox, 5 /mare 0 Omer o C'l I c Pall¢-7-fir Plkt NAM • / �� f-fr.�� ter( e uommonweairn Department of Industrial Accidents Office of Investigations 600 Washington Street .= Boston,NIA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly f Name (Business/organization/Individual): Address: ty 7ip: t�ifi" �� . Ci /State/ Phone #: Are y an employer? Check the-appropriate o • Type of project(required): 1. I am a employer with 4 Of am a general contractor and I 6 employees(full and/or part-time).* have hired the sub-contractors ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet_ $ ❑ Remodeling ship and have no employees f These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs'or additions 3.❑ I am a homeowner&i-ng n1l work right of exemption per MGL l l.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑"Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such :Contractors that cbeck this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Belong is the policy and,pob site information. Insurance Company Name: Policy#or Self-ins.Lic. #: L 5(e Expiration Date: g�F Job Site Address: � �� el" ity/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 WORD 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 certi er the par nd p nalties of perjury that the information provided above is true and correcz si gn afore: Lam/ Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority (circle one): I� 1.Bo2rd of Health 2.Building Department 3.City/Towu Clerk 4.Electrieg inspector 5.Plumbing inspector � 6. Other Contact Person: Phone#: 3 Information and. Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as an individual,partnership, association, corporation or other legal.entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or . renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificates) of insurance. United Liability Companies(TjLC)or I—imited Li6ility 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 olic is required. Be advised that this affidavit may be submitted to the Department of Industrial policy q 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 permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The 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 of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. _ 617-727-4900 ext 406 or 1-o77-MASSAFE Fax# 617-727-7749 Revised 5-26-05 ��Vw.ZY�.2SS.sOv%ciia Town of Barnstable Regulatory Services ` s^MRNSTAB MASS. Thomas F.Geiler,Director y 'MASS. � � 3,9.�p 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 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: `�4,f� Gi. ��Wor,",�, Estimated Cost _ Address of Work: °�4,e avZ Owner's Name: Date of Application: G� a I hereby certify that: Registration is not required for the following reason(s): . ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: 000, Date ontractor Signature Registration No. /0 OR Date Owner's Signature Q:wpfiles.forms:homeaffidav Rev: 060606 r rto ea,rx,fpendix, Table JS.Zlb(continued) Praeriptive Packages for One and Two-Family Resldentiai Balldlnp Heated with"Foaril F11e1s MAXIMUM MINIMUM Glazing Glazing Ceiling wall Floor Basement Slab Heating/Cooling Areal C/�) U-value' R-value' R-value' R-valued wall Per Equipment Efficiency, Pie R value° R value' 5701 to 6500 Heating Degree Days' 12% 0.40 38 13 19 10 6 Normal R 12% 0 52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10 6 85 A-FUE T 15% 036 38 13 25 N/A N/A ' Normal U 13% 0.46 38 19 19 i 10 1 6 Normal V 150/4 0.44 38 13 25 N/A N/A 85 AFUE w 15% 0.52 30 19 19 10 6 83 AFUE X 18% 0.32 38 13 25 N/A N/A Normal Y 18% 0.42 38 1 19 25 N/A N/A Normal t 18% 0.42 38 13 19 10 6 90 AFUE AA i s% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: /. : V F 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS:' 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f9803O3a 780 CMR Appendix J Footnotes to Fable J8.2.1b: ' Glazing area is the ratio of-the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to I%.of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 ft of glazing area. z After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling.R-values do not assume a raised or oversized truss construction: If the insulation•achieves--the full insulation.thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R 13 cavity insulation plus R-b insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces (such as.unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. 'The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding. glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes eleetric resistance heating use compliance approach 3;4, or 5.• If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.la NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC.test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) PRODUCER 10/31/2 0 0 6 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION McShea Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 749 Main Street, Suite#H HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Osterville, Ma. 02655 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 508-420-9011 INSURERS AFFORDING COVERAGE INSURED Carey Grover Building & Remodelin NAIC# g INSURER A: Western World Insurance Compan and Remodeling INSURER B: The Hartford P.O. Box 1080 INSURER c: COtlllt, Ma 02635 INSURER D: 508-364-5651Cell INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I TYPE OF INSURANCE POLICY NUMBER POLICYFFECIVE POLICY EXPIRATION DATE MM/DD/YY DATE MM/DD/YY LIMITS ERAL LIABILITYCOMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 O00,000 CLAIMSMADE �OCCUR PREMISES Ea occurence $ 50,000 NPP916247 MEDEXP(Anyoneperson) $ 1,000 9/l/06 9/l/07• PERSONAL&ADVINJURY $ 1,000,000 L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO LOC PRODUCTS-COMP/OPAGG $ 2,000,000 AUTOMOBILE LIABILITY f ANYAUTO COMBINED SINGLE LIMIT ALL OWNED AUTOS (Ea accident) $ SCHEDULED AUTOS BODILY INJURY HIRED AUTOS (Per person) $ NON-OWNED AUTOS BODILY INJURY (Peraccident) $. PROPERTY DAMAGE GARAGE LIABILITY (Peraccident) $ ANYAUTO AUTO ONLY-EAACCIDENT $ OTHERTHAN EAACC $ EXCESS/UMBRELLA LIABILITY AUTOONLY: AGG $ OCCUR CLAIMSMADE CI EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATIONAND $ EMPLOYERS'LIABILITY X TOR LIMITS ER STATU- T _ ANY PROPRIETOR/PARTNERIEXECUTNE B OFFICER/MEMBER EXCLUDED? 3 6 O 1B 4 6 5 O 5 E.L.EACH ACCIDENT $ 100,000 If yes,describe under 08/31/06 08/31/07 E.L.DISEASE,EA EMPLOYE $ 100,000 SPECIAL PROVISIONS below OTHER E.L.DISEASE- OLICYLIM $ 00 000 a C ESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 1 C •• to C7 ERTIFICATE HOLDER CD CANCELLATION Town of SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATIO 200- Main Street Barnstable DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL10 DAYS WRITTEN 2 0 0 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT Hyannis, Ma 02601 ,BUT FAILURE TO DO SO SHALL 508-790-6230 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE tlAttTFMD PREMIUM ADJUSTMENT NOTICE PREMIUM AUDIT POLICY NO: 6S60UB 3601B465 1000 LEGION PLACE ORLANDO, FL 32801-9817(800) 842-0108 ISSUE OFFICE: 05G DATE OF THIS NOTICE: 10/20/05 . GROVER, CAREY DBA GROVER SAI#: 4972B9073 BUILDING AND REMODELING 56 BOWDOIN ROAD POLICYPERIOD: 08/31/04 TO 08/31/05 MASHPEE, MA 02649 ANNUAL AUDIT PHYSICAL 737GK MCSHEA INSURANCE 749 MAIN ST #H OSTERVILLE, MA 02655 AUDITED RESULTS $ 728 *** THIS IS NOT A BILL. SEE MESSAGE LEGEND ATTACHED. *** AUDIT CONTACT: ARLENE FLEMING CALCULATION OF EARNED PREMIUM Tr -Exposure Earned Classifications Cd = Basis Rate Premium MASSACHUSETTS LOCATION 001 TO 01/03/05 GROVER, CAREY DBA GROVER BUILDING AND REMODELING CARPENTRY-DETACHED ONE- OR TWO 5645 1,402 9.9300 139 FAMILY DWELLINGS LOSS CONSTANT 50 EXPENSE CONSTANT 264 MA WC SPEC FUND AND TRUST FUND 189 0490 9 FROM 01/03/05 TO 01/19/05 GROVER, CAREY DBA GROVER BUILDING AND REMODELING CARPENTRY-DETACHED ONE- OR TWO 5645 180 9.9300 18 FAMILY DWELLINGS Insuring Company: HARTFORD UNDERWRITERS INSURANCE COMPANY CiLAUPAIE - - Page 0001 Of 0602 - _ x g aro� Bo Bu 'ng i , Tl and Sta udards HOME IMPROVEMENT CONTRACTOR ;- Registration: 144322 } Expiration: 9/23/2008 Type: DBA GROVER BUILDING+REMODELING CAREY GROVER 56 BOWDOIN RD ' MASHPEE,MA 02649 Deputy Administrator r r �. ✓%e 'C�o7ivrno�ru 'J� a�✓?�cr�va�,uae� ��, BOARD'OF BUILDING REGULATION$ License: CONSTRUCTION SUPERVISOR + j Number: CS, 077754 Birthdate: 11/22/1957 Expires: 11/22/2007 Tr.no: 8693.0 Restricted: 1 G I. CAREY C GROVER PO BOX 1080 COTUIT, MA 02635 Commissioner f Combination Roof and Floor Beam[99 BOCA National Building Code(97 NDS)]Ver: 7.01.08 By:Joe ,ATA on: 12-05-2006 :09:04:44 AM Protect:WHITE BARN-Location: 10'HDR. @ OPENING TO PLAY AREA Summary: (2) 1.75 IN x 9.25 IN x 10.0 FT /1.9E Microlam-Trus-Joist MacMillan - Section Adequate By:92.6% Controlling Factor: Moment of Inertia/Depth Required 7.43 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.10 IN Live Load: LLD= 0.11 IN=U1076 Total Load: TLD= 0.21 IN=U578 Reactions(Each End): Live Load: LL-Rxn= 1088 LB Dead Load: DL-Rxn= 937 LB Total Load: TL-Rxn= 2024 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.77 IN Beam Data: Span: L= 10.0 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 3.75 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 2.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 30.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 1.5 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 50 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 173 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 112 PLF Floor Uniform Live Load: wL-floor= 45 PLF Floor Uniform Dead Load: wD-floor= 15 PLF Beam Self Weight: BSW= 10 PLF Combined Uniform Live Load: wL= 218 PLF Combined Uniform Dead Load: wD= 187 PLF Combined Uniform Total Load: wT= 405 PLF Controlling Total Design Load: wT-cont= 405 PLF Properties For: 1.9E Microlam-Trus-Joist MacMillan Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 -PSI Adjusted Properties Fb'(Tension): Fb'= 3098 PSI Adjustment Factors: Cd=1.15 CF=1.04 Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 5061 FT-LB 5.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1741 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 19.61 IN3 S= 49.91 IN3 Area(Shear): Areq= 7.97 IN2 A= 32.38 IN2 Moment of Inertia(Deflection): Ireq= 119.85 IN4 1= 230.84 IN4 126" 38.5' 126" 38:5' NO GROUNDWATER ENCOUNTERED -TITLE 5 SITE P LA N . OF 122 SCHOOL ST., (COTUIT) BARNSTABLE7 MA PREPARED FOR 1OVER BUILDING & REMODELING/ RICHARD Cm- WHITE DATE: NOVEMBER 7, 2006 Scale: 1"= 20' 0 10 20 30 40 50 FEET off 508-362-4541 fax .508 362-9880 dowry cape engineering, ince I�A Or A4,18S ARNE �=� Cl VIL ENGINEERS U LAND SURVEYORS 0 No.2 348 AL. Sp 1�1v 9J9 Main Street — YARMOU THPOR T, MASS. D SURVE~b 06-244 GROVER.DWG (DDF) 5 53.59' 0.92' LOT AREA 28,346 SF t Sp 50 L .r 3: EXISTING BARN 1 BR PROPOSED (NO KITCHEN) ABUTTER'S SHED GRAVEL DRIVE 49 N " c ;o- N 49 55.4' (o P �vTM-s 51 CID ay AREA OF PINES BE AND OAKS t' EXISTING D NG CP PROPOSED 4 BR CID OP OF FNDN =50.0' Gj• 3 0 J�v I Asp AL T SID 171.89, I E ' SO EXISTING BARN 1 BR PROPOSED (NO KITCHEN) UTTER'S SHED GRAVEL DRIVE rkg iv ro N 49 � N •,r•f8 55.4' cND 10 o�. 42 0. s• 51..7' CID AREA OF PINES BENCH M AND OAKS BULK H EXISTING D NG E PROPOSED 4 BR CIDCP OP OF FNDN =50.0' 3 c� \� 3 ASpHA�T SI E D 171.891 I I 1 \ wA`K 3 � � o oo� Street °PIKE TO�Y,� Town of Barnstable Barnstable Historical Commission * BAANSfABLE, + 200 Main Street, Hyannis, Massachusetts 02601 9Q ss. �g (508) 862-4786 Fax(508) 862-4725 6 pip 39• ♦ www.town.barnstable.mams rFD MA't A February 14, 2007 Linda Hutchenrider,Town Clerk 367 Main Street, Hyannis MA 02601 Thomas Perry, Building Commissioner c )3> 200 Main Street Hyannis,MA 02601ON r Carey Grover © r P.O. Box 1080 r�1 Cotuit, MA 02635 C00 L Re: DECISION of the Barnstable Historical Commission,pursuant to the Code of the Town of Barnstable Chapter 112, Historic Properties,Article 1, Protection of Historic Properties ss 112-1 through ss 112-7 APPROVING the application for DEMOLITION of the ROOF of following property: Location: 129 School Street, /0tuit Assessors map and parcel: 020/037 Date application submitted: January 31, 2007 The Barnstable Historical Commission reviewed revised plans for the above referenced application at a special meeting of February 6, 2007. At that meeting, the Commission found the plans dated January 25, 2om for expansion of the barn are appropriately designed and do not warrant a public hearing. The Commission thanked the architect for working with the Commission. Present and voting to permit partial demolition of the building by removing the roof in order to add a second story were: Nancy Clark, Ch. Jessica Grassetti George Jessop,AIA, Marilyn Fifield, Melissa Niedzwiecki,. Absent: Barbara Flinn,Nancy Shoemaker Sincerely .Nancy Clark, Chairman °FtHE Town of Barnstable P °* Barnstable Historical Commission, 16 * BARNSfABLE * 200 Main Street, Hyannis,Massachusetts 02601 9 MAss• g (608) 862-4786 Fax(508) 862-4725 �-- QjA 1639- a www.townlarnstable ma us „n t February 14, 2007 Linda Hutchenrider,Town Clerk 367 Main Street, Hyannis MA 02601 Thomas Perry, Building Commissioner o> 200 Main Street Hyannis,MA 02601 Carey Grover r P.O. Box 1080 © t� Cotuit,MA 02635co Re: DECISION of the Barnstable Historical Commission,pursuant to the Code of the Town of Barnstable Chapter 112, Historic Properties,Article 1, Protection of Historic Properties ss 112-1 through ss 112-7 APPROVING the application for DEMOLITION of the ROOF of following property; Location: 122 School Street, Cotuit Assessors map and parcel: 020/037 ELF Date application submitted: January 31, 2007 1 The Barnstable Historical Commission reviewed revised plans for the above referenced application at a special meeting of February 6, 2007. At that meeting,the Commission found the plans dated January 25. 2007 for expansion of the barn are appropriately designed and do not warrant a public hearing. The Commission thanked the architect for working with the Commission. Present and voting to permit partial demolition of the building by removing the roof in order to add a second story were: Nancy Clark, Ch.Jessica Grassetti George Jessop,AIA, Marilyn Fifield,Melissa Niedzwiecki,. Absent: Barbara Flinn,Nancy Shoemaker Sincerely Nancy Clark, Chairman Town of Barnstable 200 Main Street 4 Hyannis, MA 02601 Is Building/Structure located in a Local or Regional Historic District: YES NO ❑ If YES, Protection of Historic Properties Bylaw does not apply and it is not necessary to fill out the remainder of this form. PRINT IN INK Date of.Application: Building/Structure Address: Number S eet Town State Zip Assessor's Map#: 020 _ Assessor's Lot Is Building/Structure listed on the National Fj$gister of Historic Places or on a pending list with the National Register of Historic Places: YES ❑ NO How old is the Building/Structure: Nu�m6er of is the Building/Structure Occupied: ies: —1= Architectural style of Building/Structure, describe if not known: Material of Building/Structure: zz&z� f��kzo Is this Building/Structure associated with one or more historic events or persons. Please list event, description or names: r Type of Building/Structure and proposed work: 44 Explanation of the proposed use to be made of the site: Zoning District: o` Fire District: Applicant's Name: Address: X Number S eet Town State Zip Owner's Name: Address: Nu m S Street Town State Zip Contractor: Address: Number Street Town State Zip 5- Program of Lot and Building/Structure with dimensions: _ Name: Criteria for Evaluation of National Register Nominations: The National Register is a list of historic places which are "significant" cultural resources. What exactly.is "significant"? It is the quality in American history, architecture, archaeology, engineering and culture which is present in districts, sites, buildings, structures and objects that possess integrity of location, design, setting, materials, workmanship, feeling and associations, and: A. that are associated with events that have made a significant contribution to the broad patterns of our history; or B. that are associated with the lives of persons significant in our _past; or C. that embody the distinctive characteristics of a type, period, or method of construction or that represent the work of a master, or that possess high artistic values, or that represent a significant and distinguishable entity whose components may lack individual distinction; or D. that has yielded, or may be likely to yield, information important in prehistory or history. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^�� C DATA 4 :. 1 , 1 a° JTNTt ? 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'PRIOR TO CONSTRUCTION Historic-OKH Preservation/Hyannis Project Street Address Village Owner % e Address Telephone Permit Request q a , c uAI Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation :7e, 100 Zoning District Flood Plain A/6 Groundwater Overlay Construction Type !•dot Size Grandfathered: 4)-Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family W. Two Family ❑ Multi-Family(#units) Age of Existing Structure s " R 17 Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes Cii'I 0 , Basement Type: 44 ll 'Craw"I ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) � Number of Baths: Full: existing new Half: existing ,/ new 1 Number of Bedrooms: existing new Total Room Count(not including baths): existing new_ First Floor Room Count Heat Type and Fuel: Ueas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes &1 o Fireplaces: Existing r New Existing wood/coal stove: ❑Yes Detached garage: existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: c Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Q(, 16U01 Commercial ❑Yes ❑ No If yes, site plan review# By Current Use Proposed Use a�_ BUILDER INFORMATION Name ®� /T ' Telephone Number '" " 0 t5:C_? Address�.t . X ,�� License# ® S'� 4�3-2 ��--��9r `I� a2r,�� Home Improvement Contractor# 1311, Worker's Compensation# /c ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE y �' FOR OFFICIAL USE ONLY •g PERMIT NO. DATE ISSUED ' MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: .FOUNDATION FRAME /lam -�1'1 �dt l 46 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL t PLUMBING: ROUGH _ _ FINAL GAS: ROUGH FINAL FINAL BUILDING f 3 > T f r r DATE CLOSED OUT . ' r nj n, ASSOCIATION PLAN No. • i The Commonwealth of Massachusetts heDepartment of Industrial Accidents Om►caotlarasUgat/aas 600 Washington Street Boston,Mass. 02111 Workers' Com tion Insurance Affidavit ai a W/W/0 tiro name: location. 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'rl n.....:•.....:..::•.:...b:�v.... •... ................. ._. of erimioai of a Hue ap to S1,SOO.ao and/or F M—to secm a coverage as required under Secdon 25A of MQ.IS2 gas lead to the ttapos p e years'imprisonment as well as civH penalties in the form of a STOP WORK ORDER and a Hoer of SIO(LO a day against on m� I mtderstand that a copy of this statement may be forwarded to the Office of Investigntiom of tba DIA for coverage verdic"on, I do hereby cad the p P of PffJ►uY�&cuf mnauon p above is&w mtd coned Signature Date Print name ------------------ oinciai use only do not write in this area to be completed by city or town 09WA dty or town• penuitiUcense# a eggBoard astment 13Sel ❑checkuimm ❑ ediate response is required �enpartmmt HeaWt De contact person: ph — ❑Other ({evvw 9/95 PJAJ Information and Instructions Massachusetts General Laws chapter 152 section requires 25 re s all employers to provide workers' compensation for their a employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. oration or other 1 entity, or any two or more of An employer is defined as as individual,partnership, association, Corp • �of a dew ed employer, or the receiver or d including the le representatives P ed in a 'oirrt enterprise, an g � the foregoing engaged J rP . 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 repairwork on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MG chapter 152 section 25 also states that every,state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe 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 requirem of this chapter have been presented to the coaotracting authority. j Applicants Please fill in the workers' compensation affidavit completely,by checking the.box that applies to your situation and supplying.company names,address and phone numbers along with a certificate of insurance as allaffidavits maybe submitted to the Department of Industrial Accidents for canfirmatian of iasara =coverage. Also be sere to sign and or town that the application for the permit ar license is —date affidavit should be returned the affidavit The d to the�Shrnild have regarding the'Jaw„or if you being requested,not the Department of Industrial Accidents• are required to obtain a workers' compensation policy,Please c2d the Department at the number listed below. MIXIMmmF City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Inv o s-has to contact you regarding the applicant. Please be sure to fill in the pe idlicense number which will be used as a reference number. The affidavits may be re' d to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. Please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of IWesugadons 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 7274900 eat. 406, 409 or 375 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE (�y square feet x$64/sq.foot x.0031= � < plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft� >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch �_x$30.00 (number) u� Deck x$30.00= (number) Fireplace/Chimney x$25.00= - (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Feet .� 1 projcost f SHE The Town of Barnstable BaxxsreBLL MASSg Regulatory Services �A 039.D A - Thomas F. Geiler, Director, lf MA'S Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street,Hyannis MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permit no. Date Q / LIO AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to registered contractors,with certain exceptions,along with other such residence or building be done by requirements. a��i� /" Cry Type of Work: �� ZA ?1`7 �� Estimated Cost Address of Work: �2, 2 S 2/Z� Owner's Name: �l--i �' ✓� /,1��'Jl r Date of Application: I hereby certify that: , Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 FlBuilding not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORSc. HE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. ACCESS TO SIGNED UNDER PENALTIES OF PERJURY. I hereby apply for a permit as the agent of the owner: / Date l Contra or Name Registration No. OR Date Owner's Name. q:forms:Affidav:rev-070601 rj� �/e Uazn�moatuea.� o�✓�aacsc�ivaelta Board of Sandi 'tegalapcos sallswdar4s ME MPROVEMENT CONTRACT rt ' GPOVER&,MqZ:kiENY BULDER CAREY GROVER MASHPFE,M4 02649 ✓lee 'Co4�nm4ncue :�./ C�itcaellb. SOARD', F SUILDI G REGk�A�TIONS license: CONSTRUCTION SUPERVISOR %>} Number:,CS . 077754 ' SirOKIW s: /1/2211957 t Expires: 11/22/2003 Tr.no: 77754 Restricted To 10", CAREY C GROVER r PO flOX 1080 ` Cb UIT, MA 02635 Administrator t z tt-o! to O LLI to O O. oi�t'zt:u �o,+fe re�onr<Y -- - .--_ -' --------• - -- 6� d0 dJ w K�•Ix�-ram w ter.:= �....cers T--E - '--"\\\ ,.-IKC_p.•�i/-+� off.-^.J�F C'0:-'T arST.+io� � \ r � - O O • 7�Fr-.• OaJN-F,�1 MSa YI�Cns�LYr1�L o \ v 1 FLGw'�F•.CJ<I'•'3"1'n P+�F�"''�. zs:ls?1�'�� .. 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'- ,itp,-:...roo..:�l•(.b�;cc•.` - 1 - j=a coe�-"`�-�' -•_ _ '..•.. - .�• -- - - - of ems.t-Icb� _ I Job M:x o o,.1-e 2.' .� fie{ -r`�+^...�t-�---• .Te_Ptsca=P�'l•{ - _ _ .J`-,_-`I �_� --- 1,.(i�-1e.N. � \ 1 - I I - .deu 'A•.9- .oi- i :'T!'.= _ FI-+n•ili:TiY�•vp+N�*�c ' 6wIG:Y 1{t.lo J1- :NORTH>1`LEVATfON._,_ WEST.ELEVATION 1/4." - _ 5•-I In• s•-I In• - P $ V o r - m m x x -- S - - q --- ISO EXPOSED 4X$FIR RAFTER BEANS - ABOVE(TYPJ o of M PLAY AREA ALIGN WALL W.BFAM IRAFTER)ABOVE IF .L" ED. - /2' EO. I'- In' SO. ED, y - ` 3'-0'X 2'-B'FIBERGLASS SHOVER C ________________ ____ - M A:i - _ r7€vT87 T'3i4xR lid CvL BEAM neove - _ T V,0'TALL WALL UTiLItt SINK v N s ]ASLDH-D501 0 O t E SITT (2)2X6 WADER P TH. A5CDH-254T OO ABOVE WINDOW X V L -ti•' , y BOAT STORAGE WORKSHOP ao .' 3'C \ 'I ASCDH-2953 6�1.10'CA�IET pOMt EXIST, O BE OPF < _ 1 7-53/4'X 4-55/4 -- -- i 6. SM E DETECT®�S REW LONG SLAB TO BE FrVRED EVIEViIED '? STAG !lee + YVD S ■I ON. rw �y V,LUSTED DOOR NT. _ - -13•RI ASCpX 54T ' TO BE DETERMINED ..�w 9P' R A B ___ ry rr- --rr B RN TABLE BUIL ING DEPT, *AM .. T. - O - 13 IS ry - • -. ,. „ 5'-O'TALL WALL ' -. : i i 1 I/4•((TO----------------------------------- NO o E ,' EPARTMENT - ~ U . n= SLID— BOTH SIGMA TURES ARE R DATE EXIST.SLID BARN DOOR1 - x • - -- -J TO LEVERED AS NEEDED QUIRED FOR PERMITT r _ ING (.� EXIST.(gNCRETE -. - EL41AL -<ry EQUAL .. - - t - - APRON _ - 4 - 94 V J ' EXISTING 5TOARGE I VORK P TO REMAIN :- Ib-I I/4•/- - - L CARBON MONOXIDE INSTALLEA 5EGOND FLOOR PLAN E LARMIS _ -SCALE. I/4- - 1 -O MASSACHUSEITS BUILDING R F I R 5 T F-LOOR- 'PLAN CME L0*01= 12 1X3WRIO AK RE .Y NEW A5FHALT ROOF (SEE DETAIL 2) SHINGLES TO DATLH EXIST. MWEMM . - (Tyr) IR EXPOSED RAFTERS ' NEW WC.SHINGLES Ix5AD L 14 HEASING , W/2X PVC SILL - . I%A.ODRXER BOARDS .. - - (TYPJ _�SEwND FLOOR - - - - �SELOND FLOOR b EXIST.TRACK ENCLOSURE TO REMAIN EXIST.SIDING BARN DOOR NTRACK TO BE LOWERED AS NEEDED NEW WC.SHINGLES - ' . XIST.WOOD FLOOR m_- REMOVED;NEW m T roo 2m - TO BE REMOV LONG. - 2 - - SLAB FLOOR - - _ •,FIRST FLOOR_ a&t<B tn-mE.. FIR5T FLOOR �I EAST / R16HT ELEVATION (u O � S O U T c� 'H / FRONT E L E V A T 1 O N SCALE. I/4`, = I'-o N SCALE: I/4' I'-O" - - - - C 4-1 7 r QJ -C 1° O w 12 + O �10 - - t � . � u� C13 1 N o tEW W.L.5HINGLES O SECOND FLOOR ,..�SECOND FLOOR job no. obn •j EXIST.ROOF SH1N 5 T date - ® REMAIN SEdIe ASN.25.]OOT NOTEDZ - EXIST.SHINGLES TO REMAIN EXIST.WL.SHWN E5 TO > - drawn 7 :] REM4 N ML5 rev. ... FIRST FLOOR eV. $ N O R T H / R E A R E L E V A T I O N f W .EST / L E-F T ELEVATION A- 1 N- i 5 C A L E I/4 I'-O' ISSUED FOR CONSTRUCTION Bbt: i Of 2 a SCALE: I/4 - - o E N v ro ) ro A_ h u V N ]'GOROBOND INEIII,ATION � `�` - GAF 71HEERLINE'ULTRA of o C y ROOF SHINGLES ON M O A 15 LB,FELT ON 5/8'GDX •1' - PLYWD.5HEATHING ZVCLIPS \� - AXL�UM.DD�RCIIPE�SEDGE ON . OF P�LYWODDAR a EDGE q NOTCH TOP OF RAFTER ' ( .0 TO A Pi 3 COI1R5E5 OF 5/6,V4ROOVE PVO a c0 u IX FRIEZE / - - 51 RAFTERS w/ BLOO Z AS REO. ` 4X6 EXPOSED RAFTERS J ,. IX TRIM PAINTED WHITE 1 • •y � PAINTED MFEY1WJOD _ • �4 l�� FFIIIR BEAD BOARD st- - - 10 x$' BEDROOM yyXI7 DOIx5LA5 FIR-LARCH `` PGA ,,/A� •_ cu (NO.I)RIDGE BEAM V J O CORNICE DETAIL (GON5ILT ARGNI TEGN A55 A/ t ' SCALE,11/2'.1'-0' - •. ~ FOR OTHER OPTIONS) V FIR BEAD BOARD OILED VGRODN BOARDPAINT - OXB FIIROBEAMS(OILED) - _ NEW 2%4 WALLS To BE e �. 9 SISTERED TO EXIST.WALL.STUDS EX 5 INSUL. ', ` EXIST.SECOND FLR.TO HE ' REMAIN/BE REFINISHED ' � .SECOND FLOOR RAKE t0 BE EXPOSED FIR �OXS BLOCKINGm __ _ 11IN IXIO TRIM/BLOCKING - ` LVL (0111 DOWV i0 B 3/4') TO HATCH BEAMS eBOGp Sf OILED - - NEW BEAM O EXIST.OPENING BY��/4'ANb INT.WAIL MOULDING,OILED - ;` ----- NEW BEAM /E ST. 4XB EXPOSED FIR RAFTERS FIR BEAM TO OVERNAN6 5/4.OILED FIR BEAOBOARD _ ' • ! •. '•- . WL.SHINGLES EXT.WALL BY I I/4• T - -----. LIVIN6/EATING- _ --- ----_ ry V-GROOVE PLYWD s EXIST.BEAMS TO BE WRAPPED ' . - PAINTED WHITE _ /PAINTED `� PLAY AREA _ - _ - .FIR STAIR TREADS •D >`m cm aQ cow"-_<yo oou r S `gm O RAKE BROOF/CEILING DETAIL F 2 NEW POURED GONG.SLAB � - SOALE LORKBAMB00 FLOORING - FIRST FLOOR ' c m m^ . - - - 6 MIL.VAPOR BARRIER - _ - : mra6nemg - - - - - _EXIST.FOUNDATION WALL 1 FOOTING -2 COVE MOULDING - y U V 0 LINE OF EXIST, 1 S E G T I ON `/BEAM ABOVE ! A N t x SLOPED RIVE 1 ANGLED - 5 G A L E B/B = -O - �� O u Lu FROM a RISERS L4 FROM LANDING - V-6ROOVE WALL BOARD - 4 O L \\ 1 ' Vfu •Q V /� ''HIDDEN'DOOR 1 �+N BULT INTO PANEL O O rU V 1 cn uNE of I � COIMTER/GABNET I i :UF1 T" FI i� - •. job no. : om-I date ,MAN.25.2007 EASE BOARD _ scale AS NOTED drawn O INTERIOR ELEVATION El-ALE.5/4'.1'O rev. t` rev. < fff 8 A-2 ISSUED FOR CONSTRUCTION sbt: 2 of 2 a - - CB �. _uu. I 1 U OR (FND) ( D) - - 84 '0 7'30 „E NBo 1 BB' F' Ry. �T B b0„ A. M. 20138 i N/F BARRY, RICHARD C" & MARYELLEN D- 66891325 �--- - - - - - - - PLAN 459/89 ` [ - 1. 0 - ABUTTER'S 4. 7' SHED w co A. M. o D.: 1083/446 � . N. F RA PP, KEITH M & Ra< A. M. 2%7 AREA _ 28,344.fS, F. GCB ;#134 (FND) 666� 27 3' O `- ti ti = - - - - - - ;- to .� RA 1O 3'--HSE_--q� MANHOLE ,#122_ M ,ti - -_-, FND) PQRC� NOTE.- SUBSKETCH IS NOT TO. SCALE � w I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS �. OF THE REGISTRY OF DEEDS OF THE COMMONWEALTH OF J15WACHUSETTS /L^T r77 1 f HIC SCALE +0 80 IN FEET ) ich = 20 ft. A.M. 35126 N/F BARTH, JENNIFI- D.' 77341170 ROAD n NECK T WAY OLD _ ANCIEN _ cl I CB 108 93' ,23. 59=(FND,1 30. 00' — (FND) CB CB50.92 v3. 59' 1 (FND) N8 (FND) + - - 4 e0 7'3 Nao 8 8 00"# M. ,20/38 7HARD C. & MARYELLEN V 459189 ABUTTER'S ► Y!-35. 0'_-_ SHE'D �� 9 s o , - - = 4. 7 - o a � D N F RA PP, AREA = . 28,344E S.F. 34 " 27. 3' MANHOLE � #122y- c ; � . rB — - FND) POj��,�j SUBS N � T 8'PARED 'ULATIONS YONWEALTH I. P. 11 Q FND 6fo' T WN ON THIS PLAN ARE THE �� THAT THE LINES OF STREETS )R PRIVATE STREETS L. O ) NO NEW LINES FOR ?VEW WAYS ARE SHOWN. 0 r r A 'TOWS OF AR STteq E � r o � t 20plt AUG 19 ta !WA!L AEC`/rJ I/A' 4/"';/a .r T C' T-O ., r"•1 L, ^.�,�, V X i@ I ,SDI S r •�" rmar. y o ..i v5 Q , mq 71 00 __ _ __ 0 I -ALI WALLS of TF xRE D�I^ ` - PDNEHE"W >„ °'I \bTl!x ,- 1I �---� ✓ C N L'uL 1 2 \ OL F'(5TI\_FCLNv\i C4—.— _ NJ\TINE /_) I1 n — �G OGc AIL, ::1 WALL> J �I—F .nI �V DUB T pp - `�i_?IST�R r N L I'ijl s "` c l r _...-._._rGta �_�I � . - t • - li ... . - � ~/ _, 't 1 / rtj � I I. I I - Ill D F'cO-.3• 6 ,�• q c1 i. E_TO In_ _ 'J ., FELLFOOT !IGN q • _ c v LE 1 b c - �� i, ff m. f_^,,,�� 6-°I/� 1 • �Iv� 5 �. �� I I o'• amp m oQy9 /A _o ;a G IA'-c - _a3ma aL MAL iEI -- (NAG ,_ - rI � RI, TE TUB - FLAN �I --- _or . A EALEO c f c S T L. 0 C a. F •, iJ _>:Ro a=c PT c - /• 5 G A L E 1,i W" _ I p _ ___._-- • - " to W 4.,+J . 0O ¢=ilubLEE 1 N - +/ LC FL'W,"LL _ - • • O Q El V:C D v 11.a.' 'L•w _ "� / _l TO Tv EC JLI=i=. r�•�. - ro W V I� LL i¢'snrAL F D cnr on ucr r — I `_ •�\\'•\ �':� j ! FIRE.u e - - • ----_- .. •Q� VVI NALL/_EMC ;va'r/c cID w LY -�� I -7S I `+ /�-\LL/DtMO •I -c r� W <CF ee...EY-,L 11 `C.Y7F r EGA<L \ S N.:': � 'T- L O NL✓<'- ALL E'..NAL TC.- ,6S, IS- N C r - FAST -O':1'i.:N'IC C,.,uFLE__NOTED T CRWIS_! I -_ ivn_:AND IE`1=iC - I �• •1--� Q LCN_iETE-TRENCTH nl\F L-:COO P>I ="S!Yb HALLS TO i_I \ _TR .RE _ /� DAY- - RE'!AIN _ ��I Y I ' (n -Q SEN'— IJ'KILLS TO A_- IE SRIL�`iENEE¢ IYb KILLS.'D A L cc14FD DEF EA>TO Ei ASTM AEIS. j I .. -_ - A Y I _ C SqAr:_O DEFD Ae> YEN HALLSP.T. T --E I Q T V Q `\ Iw�U E'GF fC- EASE L .R LG/ER a -IY OR 6 O E I •'\ A iL I`R'Civ� a NLH D E A' I • y- h-n nALL3 � I Q O 567 iGM C FGL INb_(L. T A,r t I G 1 WC tt r �.L I'a YGN >I G�E e ANL -__. _ I, E RTC)Avg_'A SIDES.�F GC 65 DP II •S/EPT r.AL e-LA¢ -�I— -- •{ Or _\IC cc. 45 vEELEC' EL.5 AND L f GGC A L5 N / PEW,NGIE- ,.I_ \ A T iNv,- FED S_rle„umE THE C-H. E >-�>TRLOTLRAI;,cyreaL W'=5 II I A (REFER A!ERNE/ r 6.L L A L>FO<OTHER T EE R DA Ih CW: NAG!S I �\ (, - F--RE O/ED AND FATLHZP A- F job no.: <ae, RCCL FENEuiS "L EE 4E`�G ED D LHcD A5 J.N F ?LH LN hL Lt\E ;. L H A' NEE OF E_AGED 45 NOTED •_'CIA C W. c___�- W;AELGf ." EA.[. �A '✓/ . -°0= LDUI$ DN AT riALrfD PO,eL-c> N.TH_E'...5E_L -'-' ` REFER[C'1 E/TI ¢WIY_CW t I ECDED O¢32R V EG AS NO'r:D I 9 :G=o CASTI O 'CF.ALE OF NALL `Ur:b I �� RO hEif:.iio. O/.>.c.LCO¢ ss9 date _ V •�>•Y�OIJ Ni:I. ti F CR'ea(12 rz AGE! I Y.�(I STEEL POSTEA__.NLHLRS — - - /. Corn A,S/SO yG scale A5140TED TUcE FOUNDATION DEL411- \ - -c'i ( S7-R, HOP m drawn. eMw JC <t\o NO.29 URq� rev. 488 • ��:�`;�•^r rev. 0 il 2 ISSUED FOR CONSTRUCTION sbt of - p V EO o 'u " N y C o ALIGN RIDGES FOIE-.� NEw ADDITION E'•.IFTI, NS:i�FE "/ . 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' = A E: 1/<' _ - j NO.29488 C Co rev. . . LEFT 1^IEST E L E V ,. T1 ON J O< Pcr rev. o Y A-2 " ISSUED FOR CONSTRUCTION sbt of 5 e E GENERAL =OUNDATI;:NS 1A5ONRY 3. GGNNEGTORS SHOWN:ARE ,AS G. ALL PL1 HOOD SHALL BE APA MANUFACTURED 5'f SIM1OSON PERFURM.ANGE RATED PANELS GONFORMIN6 a I. ~"TR'v'GTURAL 'DRAWING5 ARE cc. r T r STRONG-TIE G0. !NG. 5U55TITUTIONIS TO THE FOLLOWING 111NUi Ul l REQUIREMENTS: 2 b I. THE ALLONABLE PRESUMED SOIL I. MASONRY rON5.RU..TION SHALL MUST BE APPROVED IN WRITIN6 � � o � TO BE USED WITH THE ENTIRE BEAR.IN6 CAFGITY 15 3000 PSF, GONFORM TO THE REGUIRENIENTS BY THE ENGINEER. INSTALLATION A. FLOOR--TURD-!-FLOOR Ts6, EXPOSURE I, SET OF DR.AKNGS. YNHIGH IS TO BE VERIFIED IN THE FIELD OF SPEGIFIGATICNS FOP. MASONRY OF ALL GONNEGTORS SHALL BE 5/4",5FANJ RATIN6 16". M y BEFORE GCNSTRUGTION. S T PUGTURES(AGI 530.1/ASGE 6-55). IN STRICT AGGCRDANGE WITH THE v STRENGTH OF MA50NR1 F'M=1500 PSI. THE MANUFACTURER'S INISTRUGTIONS B. V'IALL 5HEATHIN6-EXPOSURE I, I/2" ! 6 =. .ALL SAFETY REGULATIONS 1 MUST EMFLGY ALL REQUIRED SPAN R.ATING 16.". m s ,RE TO BE STRICTLY FOLLOWED. 2. FOOTINGS SHALL EE G,ARRIED FASTENERS. �'"19 b METHODS OF GONSTRUGTION 4 TO LOWER ELEVATION THAN SHOWN 2. "/ERTIGAL REINFORCING OF MASONRY G. ROOF SHEATHING-EXPOSURE l 55 , ERECTION OF STRUGTURr\L MATERIALS ON THE DRAWING-5 IF REOUI ED TO WALLS SHALL BE AS INDICATED ON SPAN PATt�1G 16". 3 15 THE GONTRAGTOR'S RE51OON515ILITY. REACH PROPER EEARINrG GAPGITY. THE DRAWINGS. ALL CORES OF 4. ALL GONNEGTORS SHALL BE e MASONRY UNITS SHALL EE FILLED HOT DIP 6AL/AN17ED. a.+ E WITH GROUT. REIN!FORCGIN6 EAR o THE GCNTRAGTOR 15 RESPONSIDLE 5. WALLS ACTING AS F.ETAININ6 WA!'I 5 LAPS SHALL_BE 2'-6" MIN. Ec FOR DISSEMINATION OF ALL SHALL NOT BE BAGKFILLED WITHOUT 5. INSTALL ALL CONNECTOR FASTENERS D IG-N GRIT_RIA 4\/I5101\15 1 REOUIREMENTS TO BRACING UNTIL ALL SUFFORTING 5O1L SEFORE LOADING THE JOINT. THE SUBGCNTRAGTORS. 1 5LAB5,ARE IN PLACE AT 3. HG?IZONTAL JOINT REINFORCING 1. APFLIGABLE BUILDING GODS ADEOU.ATE STRENGTH, FOR MASONRY SHALL BE EOUAI_ MASSAGHUSETTS'GTH EDITION - -W M 4EDTO DURO E 6. SPLIT NNOOD IS NOT ACGEPTAELE a 4- RESONABLE GARE HAS BEEN WITH WIRE GONFORMIN6 TO ASTM A 32 FOR ANY CONNECTION.. N m TAKEN IN THE FREPAR,ATION OF 4. GOMFAGT ALL FILL UNIDEP? FOOTINGS 1 GOATED FOR CORROSION PROTECTION 2.DE51GN WIND SPEED. 110 MPH Al DRAWING5 AND SPEGIFIGATIONS. 1 5LAB5 TO THE 5FEGIFIED DENSITY IN AGGORDANGE WITH ASTM A 155, EXFG'SURE G, 1=1 O G= +/-0.13 HOWEVER THE ENGINEER DOES NOT a VERIFY. GL,A55 5-2. ALL MIRE SHALL BE 1. ALL EXPOSED FRAMING MEMBERS v GUARANTEE AGAINST HUMAN ERROR, q 3A6E MINIMUM. PROVIDE MINIMUM 5HALL SE TQFATED PER ANPA ! 1 FOR THAT REASON IT IS IM?ERATI`/E LAP OF 6 4 US•E FREFABRIATED'T.'S 1 ✓- c 1 c STRUCTURAL DESIGN CRITERIA THAT THE GONTRAGTOR SHALL GHEGK OR CORNER 5EGT!ON5 AT ALL G_NT CT OH5 !G ALL 5 IN r CONTACT WITH COIL � ALL EE U ALL DIMENSIONS 1 DETAILS 4 MUST WALL IN!TERS'EGTION5. TREATED PER AINPA r_,25IC2A - FIRST FLOOR �O PSF LL VERIFY ALL GUNDITIONS, DIMENSIONS, STRUCTURAL STEEL GGA O.6G JOB SITE FABRICATIONS !3 PSF, DL a ELE•/ATIGNS AT THE SITE. ALL GUTS a BORES 'SHALL EE.JREATED IN .; D'15GREP.ANUES SHALL BE BROUGHT I. DESIGN, FAERIGATION 1 �REGTION 4. GOGNRETE MASONRY UNITS SHALL AGGORDANGE 'KITH A'NPA STD 1'14. - SEGONID FLOOR 5C FSF LL 1 c �- 1 L GONFORN! TO .=.STM G dO.. 15 P5F DL TO THE ATTEP:TION OF THE ENGINEER HALL vE IN AGCORI.ANGE WIT - THE AISG eFEGIFIGATION OR c c ATTIC/5T, . 20 PAP LL STRUCTURAL STEEL FOR ;QUILL 165, 5. ALL MAN!UPAGTLIRED LVL ;NOOD FRAMING c5- 5. THE GGNTRAGTOR SHALL SUBMIT 5 CONIC E FIGK SHALL GUNFORM - r 0 , r DL LATEST ECITION. ME SHALL HA/_ THE FOLLCVdIN1G • GOM!°LETE SHOP DRAWING5 FOR TO AS N1 •5. DI-1 PROPERTIES AS A i'iNIMUM: - ROOT 65L-50 SF SL ALL `,ONGRETE REINFORCING, ALL , " 15 F5F DL STRUCTURAL STEEL, a EOTH 2. ST UCTURAL 5 \?CS StiaLL GUNFORN^. E=1gX[ObF51., FB=28OO, F•/=240. \\ GALGULATIOi15 a SHOF DRAWINGS TO THE FOUL eH _ ✓ GROUT SHALL CONFORM TO THE � EX T WALLS/STOR. 75 FLF DL �J✓��J� FOR .ALL MANU=ACTURERED LUMBER REOLJIFEMEN t'5 OF A=TM G 146 1 �- FROD./GTS 4 THEIR GONNEGTORS A. WIDE FLANGE NiEi 5ER5 A5TP4 SHALL HAVE A GONIPEE551VE -1. ,ALL FLOOR JOISTS SHALL BE AS - INT. VLALLSiST^^' SC PL1 CL h1 e c T.ENGTH OF 5O00 F51. MAN!UFAGTURERED EY ECISE GASGADE - CErIS/P2RGHE5 -'O PaF Du LEI rOP: REVIEW FI.IOr TO FAB�IGATION. Agg2 GRADE O. a AS 51-7ED ON THE DRAVJIN65. ALL !G PSF 5, GHANNEI S 1 ANGLES A'--TM A56. FASTENING, BEARING BRACING " -- 1.VFRTI( AI BOND SEAM STIFFENINv eHA1 I gr IN 5TRI'T AiGCRDANGE G H55 ROUND a RECTANGULAR TUBES REINFORGEME\IT SHALL GONFCRNI WITH THE i I\NUF,AGTURER.'S REOUIRFp-1EN-5. � C CONORETE TC ,ASTM A >OC,GFAi%E E F(-=16 K51. TO THE RECU1 EMEN. OF ASTM . t5. - _ OF Nlgss 1 ,ALL CONCRETE WORK AND MATERIALS SHALL COMPLY WITH THE SPEGIFIGATIONS 3. ALL GALVAN!%IIv6 SHALL CONFORM MORTAR SHALL GCNI=CRNi,TO THE iEWE uALING �FEDULE-,G PH o WIL M O. FOR ST?UGTUR•\L CONCRETE FOR EUILCIN65 TO .ASTM A.123. RECUIREMENTS OF ?:LTM 2iO oIt,T6__ ¢I= Gu - e R uo:, E�GF .AND J-T.AI 7-' C.., GN NAILS !JAI!E.,AGI:� L EE TYPE N1 L.R = el OP ROOF F-I11.1 C STRUCTURAL Da n� 4. BOLTED GONNEGTIONS SHALL BE WITH ELOCv N&TO RAFTER(7CE-NAILEDI gD cc EACH END NO.29488 2 ALL CONCRETE SHALL HAVE 25-DAY H16H STRENGTH EOLTS IN! AGGORDANGE G. GLJALI f ASS'URANGE TESTI\1 6 1 - RI',DOARD Tc RArT_F(END 1 LED) 2_I6D . - EACH quo cc GOMFRE55IVE STRENGTHWI '- OF 3000 PSI, KITH THE PEGIF!C=\TON! FOR INSPEGTION SHALL 5` PERFORMED KITH MAXIMUM.i INCH ,AGGRE6.ATE a STR!1GTURAL JOINT lJ IN!G ASTM A 325 IN AGGORDANI-E WITH THE "" LFRA _ �f ��FSFGISTER�� MAXIMUM 646 ,AIR ENTRAINMENT.FOR OR A 4CIO BOLTS'. ` REG.UIREMENT' OF .ACI 550YA5GE6/O°: "' TG=FLATE5 A tJTER_EST,c+ ( Ac_-NAI EG) A-Ibc _ ,-16c AT JGI1T5 �s/0NAL E :TEPIOFl GON(GRETE.EXPOSED TO U0 TO 5-(FACE 141_-D) cG 2-,6D MOISTURE.. _E DE p EA E uAILEc)- 5, AN!GHOR BOLTS -HALL 5E ASTI!I'A 301. tU r -� ( FLOOR FRA111!'G D /ArE - I .•. FRAMING LUMBER GCNNEGTORS xuT p_a!, o PLATE OR R =¢; e=c/ PER o A! L REINFOPCING STEEL SHALL BE - SG 015, DEFORMED 5A15 OF NEW BILLET STEEL 6. WELDS SHALL BE MACE E" CFERATOR �� G EL L*TG K15T(70E•H-EDi '-ED E Cl E':'v Ln -0 ICG .'_•GNFORMING TO ASTM A 615 GRADE 60. CERTIFIED BY THE STANDARD !'ALL'F MINE LUMGEI. HALL BE ELCC G TG SILL pR-GP P N ILE =-16D 6d EACH EL'GSR to N + +Ln � CUALIFIGA1ION FRO/ E LIRE OF THE I�ILN DRIED Icl°6 MAXIMUM I IC,STURE - C V n�n�j 0 LEv�ER STRIP TO EEAr•I OR GInvE<(SAG-UA,!ED) E-16G A-,6v EACH K ST 4I �I _ /�'c _ ;\,�IERIG=\N WELC N6 .;CGIET'f CONTENT LUMB1E �R SHALL MEET _ O /C� � m Z Y CONIC RETE COVER OF REINFORCING DARS • AS A I!INIMUI I THE f VLLCWING I JGICT^.tJ LFDC-¢TO Ewa•,(TOE-WALED) gD I_ 5-tOD PER K',ST � �y � -. ' r,Fc16N-VAI S c I EAIOJGETTa GIT(EJc +..IL�,.; = - SnA._L E 45 i-CLLONS: VALUES FOR �PRUGE-FINE FIR: : 6D" bo PER KIE1 fo N= 1. WELDING c HALL =E IN AC..ORDANGE EAUD K,ST TO SILL OR TOP PLATE(Ta=:.,AIL= N O (d I_J 1 "� , 1 S ^I :'. ,_ 2\ STUDS -D) '-,6G 1 5-16D FER FGGT t! to V A. 3" AT CONCRETE PLAGED DIRECTLY KITH THE ,AN., D I GC' FOR INEL7INv A. UDS GCN5TRUGTION GRADE RGGF=HEATHrJ Q � O � � AGAINST EARTH. IN EUILDING GONSTRUG7ICN. -0O0 F\/ 65 rC--50 - -- u� _ `OcD STRLCTLRA F'A,ELS - ._ 1 r' cu -. _ AT ALL OTHER LOCATIONS. 5G2X JOlST5/RA T-R5 NO. I GRAVE RAFTERS GR TR_5 _P-CEO LF TO 16 1.1_ 100 6'EDGE I a"FIELD_ - ."i. GONNEGTICN!j NV DE AILED S-HALI rB= 5G �/= Q -RAFTERS OR TFL5 5-FIIIED OVER 6 CG ED, EDSE/ FIELD un BE DESIGNED FOP THE LOADS SrvWNI ,AVL=EtIO �-R.�_OR RAIE TR,55 W.'C GAE_E G•/ERHA•,5 QJ 5. NO HORI_'C?N I AL GC'NSTRUGTION JOINTS ON THE DRAWI\165 OR FOR LOADS G. Fv^S' NIO. I GRADE FE,=30O, G>eLE ErJD'r, L RAKE oR RAnF rRu=< J sTRYTURAL GLm_GpRFRS eG oD 6'=DOE O V ARE ALLOVJEG UNLESS 5PEGIFIGALLY 61'VEN IN THE STANDARD LOAD FV=65, FG=615 sc Gc ! cECGE�6"F,e!c -HOWN ON THE DRAWINGS OR ,ALLCWEC T,\��ES CT AISG FOR THE SPAN, 5^aLE Est IALL R-E oR R.\�_TRu55 ^ a-CIT E_Gc<s oD - Ec6 l a F cLc IN 'r�RITINb BY THE ENGINEER. SECTION a STRENGTH SFEGIFIED. CEIL,NG SHEATHING - I Q 2. ALL FASTENING OF FRAM ,-IN , 6YFSU 'NM U WARD SD CGGLERE ID"FIE! FLATES,SILLS,'SHEATHING -1 - - DOE: D_ job no.: <cb r c "TOP c, OTHER WOOD MiMEERS SHALL WALL SHEA 1i a L. REn=GRGUG EMEECMEIJT STANGARc Cl. ELE`J,-\TIGNS \Ci'TE.: �\.� " O, OF TEFL" date : 21 MAY aoll , EAR LEYGTH HOCK REFER TC THE TOP =!AN6E GF ROLLEC BE IN AGGOPDANGE WITH T-HE '- WGGD STRUCTURAL PANELS _ 1' 'C. SECTIONS. 'DETAILS SHOV`N 1 MINIMUM -STUDS 5F'.ACED UP TO_.•C:G., IGD E"EDGE/ ^'FIELD scale AS-TIED } �EOWgEi IENT_S OF THE Y G 1' MA55A(,HU iE 1 T- STATE EUILDING -lip"A1JD?S.AE2'FIEEREG.ARD PAtJELS BD - '_"EDGE/c"FIEL G drawn - p" 6 CODE iTH EDITION. -v YPSeM wALLepARD 5D cop!ERE EDGE J ID"FIELD rev. FLOOR r _ - rev. - WGGD STRUCTURAL PAnE'_5 T - - SC IGD 6'cDGE/1"'-FIELD R LE_-__ • -GR ATE¢THAN I" IGD IcD o"EGGC/ FIELD S- 1 ISSUED FOR CONSTRUCTION 5nt 3, of 5 t u. F.T. 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Q- I l �' ul FLOOR FRA:iNG L" \I <� fu V -------- eR1c `rNEER cN coNT 6 ' W �__—_____ : a • ,- F.1J6 NALL IRGRIC; iV •{•-•� y C N._ / NA P.T.FL r FJRD RT T:a IF ER'EVVFVO TO - C: /\I . - -------------------- % ' H'LL WITH aF-<LFRLAt< T V - HANGERS) I I O T 0 f V LL G E I L i iLl G F R A Ni I N G P L A i'! ---- -- • - - I �- \.FLARE DETA11_ AT SUi!�CO"i � -- — 1 -.A E / ., H 0' job no. : 1 cc I A,7gs date ai MaY acw .. - n_ WOOD POST DOWN - ALL PO5T5 C� ENDS OF BEAMS TO BE R C C F P L A N E :=T— \J % scale AS(NOTED `y (�) 2X4'S OR(5,) 2X6'S UNLESS NOTED - /o W LL 0, m u� 3 2X65 AT ALL EXTERIOR WALL) L �a ° i BISH HOOD PO"T AND DOV N ((./) drewn: ,:W P �' `� STRUCTURAL rn rev. - WOOD POST UP - ,ALL WINDOW HEADERS TO BE (S) 2.X6'S NO.29488 rev. N! 1/2" PL Y WOOD UNLESS NOTED �\ o N BEARING WALL SELOW ��F�CISTERE� _ - .-'E STRUCTURAL GENERAL NOTES AND T'(PIGAL DETAILS FOR OTHER ' �® S ' 2 REQUIREMENTS. A ISSUED FOR CONSTRUCTION Sbt 4 of s o o � c V G t d o INCT LESS THAN 3'O"FROM CUiS GE LCRnER) 'E"LDS cLY'nGCD '1 - V SA57 N G P E'T L C FA5TEN STLD D6L TOP PLATE - �I _— • E'.1.1G \� H i - �+ ` T ER'.L 74 WLL� - ____ c4. �/ N/LAPSE CR NUME¢C OPENI;IG; _ W RAFTS¢ -- �\ o r I �? 1.T PO-51ELE j NE LPG rC 5T,'G WnEQE \ / 216 c'cL TGP PLATE YP50N n 550 TW'5T 5TQAP ; + • y . ATTALFEG TC¢AFTER ANG STUG AEG`/E NOLP,1 N5 Ire CD.n'PLrNCGG ~ - SEE 1 IL.L Q MLaL! •� 9TIO L"1¢4NE NCOD .. / `i,1. x - / ` d' , _ 4_ Y. ' R ,K �J -1„d V) AND fF rv0 5i_n_¢5 L N'INVOJ5 ELC` TS \ IF F_EG HCRI-CUTALLY � /.J 11-PSc"GEll IC.TC F457EN 5TIJD C_ R. - .T R¢N LL LL ANG WLLP A • z II J LNJ—C"^.J•I L'� N J:C¢NI�IIERvL_CFCNII:GS s I' - /E'c:T NILY CD W/LAR • _.:G PLATE [J,,Jj U ,• " :E L CN..b FT.SILL - , E.,L RAFTERS c u I ,F c i,I s i RAFTER NET= w/. FLATwA�.les h r SIMPSON H3 CLIP �\�I�I,, I FRAM OVER 2X10 LEDGER DETAIL ARPL E_r_ALL FIQ;r FLOOR E-' _AR wAuS ATTACHED W/3-18D TO SOLID - TY"FIG�L E,.TE—� p In T'fP SIN,3LE STORY i �'' \l1</ I FRAMING BELOW CI,]OR ..HEAR I TALL D=TAIL / SHEAR _ - �. 2 WALL SFG TiOr? � l / �I , u [m LED `\ I II — W . . - LSTA9 j -L _n FRAME-OVER LEDGE E:ETAII cJ `�. Tc-_PALEIF 4� p ciEccu R. Aca I _��IIIILEP TO ILL rtAIL__A. _ f/` /l1. LO (�� \\ C �j�//� / i•J W,+nJ SIDE(1, _TOTAL) _ 1. /, ✓ - �\ \ \ ✓� /9^� V, _ � o �� I � ��' f_i, I� ! el � �- � � \�` \�d x � tom'/ r /77:/!✓�s%� / � \ D o �/ ;I J ✓ -� �, I jai/ II MHI TS12 II / �� \ �` I /y /y ✓� `\ ! (LTS,HTs SIMILAR)'. H10A = 1 �lr�/ �� ✓/✓' ' ��/ r� / I f HORIZONTAL 2x BLOCKING FOR _ I NAILING THE PLYWOOD EDGES_J� E/\�` ! \..-i ( :,p j ! ✓/' - l ob no. 'LL�iy SHOULD BE PROVIDED WITHIN �� I \C �� `�' Q )p. S date ,I:TA•'3Gu IONA E¢D E TIES Y E L - L Y1E.�115 TO „TME¢IGGE I _ 48'OF OUTSIDE CORNERS 1 ��✓" '9C ,VD F,1 'N CF�.`lop LJ nMON \\.II \;j y ' ` a� NA LS I.a �'� ale _`+GTE-v II, O ✓ '\,1� L W LIA ib ,� awn -MN 81SH STRUCTU AL �29 88 a (^ TYFIGAI RID6E STRAP DETAIL OPTIONS /'J� a' c�- `) ) cTTc=_.GALE c AI=1�R GOhI!`l� i0i\I DETAILS (' ' Ir "" A 'IOT TO'GAE LY FOOD L4//�I. N6,CE?AiL ,IGr TO SCALE0,�`�FGISTEr�(�\�/ C _ • _ 1 SSIONA J ISSUED FOR CONSTRUCTION snt ss Of = r ! sap s J t� 1 I 53.59' 50.92 s � > LOT AREA ` 28,346 SF SO 50 ISTING BARN BR PROPOSED r n1 NO KITCHEN) =R'S SHED �y5 a GRAVEL DRIVE (c co x N 49 ,e N 55.4' r !v TH-2 �o `IR 49 ro. S'0 a CP AREA OF PINES BENCH MARK — COR1� AND OAKS BULK HEAD (ON WO-; a EXISTING D' NG EL. = 50.1 PROPOSED 4 BR CP CP it OP OF FNDN =50.0 i 1,2 3 c Asp 91 a \ \ CT I \ \ wACK 3 \ C) O \ .ry Str , 5 ` -r-rn CR f, c a r . a rrr r f ' k - s*. EXIST. SCEENED PORCH 12 NEW ASPHALT ROOF - ril SHINGLES TO MATCHNEW PVC RAKE BOARDS EXISTING NEW PVC FASCIA,FRIEZE,TO MATCH EXISTING &SOFFIT BOARDS TO MATCH EXISTING OUTLINE OF A D NEW PVC CORNERBOARDSEXISTING TO MATCH EXISTINGHOUSE W I I BIFOLD EXISTING Hill II DOOR HOUSE - NEW W.C.SHINGLE SIDING I TO MATCH EXISTING INSIDE ELEVATION SIDE ELEVATION NOTES: FIRST FLOOR PLAN I a 1IR b �� 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS&DIMENSIONS IN THE FIELD NAILING SCHEDULE 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 110 MPH EXPOSURE B WIND ZONE DETAILS,&FINISHES IN THE FIELD WITH OWNER JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR ROOF FRAMING: 4. ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-1 EACH END ) �; RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16 6d d EACH END STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2015 !! WALL FRAMING: 5.) 110 MPH EXPOSURE B WIND ZONE TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD FLOOR FRAMING: 8.) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-1 EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-166d d EACH BLOCK INSTALLER/CONTRACTOR. LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-10d PER JOIST ALL SIMPSON COMPONENTS BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI - ROOF SHEATHING: 11. VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE WOOD STRUCTURAL PANELS(PLYWOOD) ) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD DURING FRAMING CONSTRUCTION RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS ---- 7"EDGE/10"FIELD CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) WALL SHEATHING: FENESTRATION IS lIGHF I CEILING WOODFRAMEDWALLFLOOR BASEMENT WALL BASEMENT SLAB CRAWLSPACEWALL WOOD STRUCTURAL PANELS(PLYWOOD) U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE STUDS SPACED UP TO 24"o.c. 8d 10d 3"EDGE/12"FIELD 0.30MASS, MEND. 055 1 49 201,13•5 30 1 15H9 10(4FT.DEEP) 15119 1/2"&25/32"FIBERBOARD PANELS 8d ---- 3"EDGE/6"FIELD AM NOTES: 1/2"GYPSUM WALLBOARD 5d COOLERS ---- 7"EDGE/10"FIELD 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 1 FLOOR SHEATHING: - 2.15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOROF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL WOOD STRUCTURAL PANELS(PLYWOOD) 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION 8 ENERGY REQUIREMENTS ( 1"OR LESS THICKNESS 8d 1Od 6"EDGE/12"FIELD f 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR GREATER THAN 1" THICKNESS 10d 16d 6"EDGE/6"FIELD F &R13 CAVITY INSULATION THE DESIGNERSHALL BENOTIFIED IF ANY SCALE DRAWING NO. : 1` - ERRORS C OMISSIONS ARE FOUND R NEW ADDITION FOR: ` COTUIT BAY DESIGN, LLC THESEDRAWINGSPRIORTOSTgRTOF 1/4" — 1'-0" 1'r CONSTRUCTION.THE BUILDING CONTRACTOR NEW BREWSTER ROAD IN THESLL BEE DRAWIPONNGS FONSTROR THE CONTENT COMMENCES THESE DRAWINGS IF CONSTRUCTION MASHPEE MA. 02649 SIGNERFANYERRORS WITHOUT FVINGTHE WHITE RESIDENCE DESIGNER OF ANY ERRORS OR OMISSIONS. PH. (508) 274-1166 OF TTHESE OWNER NOTED,S ARE NYOTHELELY RUSEUSE DATE 8 TH THE OWNER NOTED.ANY OTHER USE OF 12/6/2017 TRESITECTUNGS REOUIRES THE TUNDER WRITTEN 122 SCHOOL STREET COTUIT, MA (50 ) 539-9402 CONSENT OF THE DESIGNER UNDER THE At— FAX ACT OF1990. COPYRIGHT PROTECTION ACT OF 1990. t NEW ROOF CONST. -2 x 8 ROOF RAFTERS @ 16"o.c. OUTLINE OF EXIST. -ASPHALT PLYWOOD ROOF ROOF SHINGLES PORCH ABOVE -15LB.FELT PAPER NEW 12"DIA.CONCRETE -SPRAY FOAM INSULATION(R49) SONOTGRADE. S SIMPSON BELOW NEW P.T.2 x 8's @ 16"o.c. -SIMPSON H 2.5A HURRICANE CLIPS GRADE.USE SIMPSON AT ALL RAFTER ENDS ABU44 POST BASE I -ICE/WATER SHIELD AT BOTTOM 3'0"OF ROOF 12 -ALUMINUM DRIP EDGE EXISTING a EXIST. A BASEMENT 12 VERIFY ROOF PITCH OR FLAT ROOF_l 1 2 c Q 3.5 IN THE FIELD W/OWNERS FASTEN JOISTS TO HOUSE W/JOIST HANGERS - TOP OF PLATE 2-2x8HDR. D- BASEMENT WINDOW j 1/2'GYP.BOARD FASTEN JOISTS TO BEAM ON 1 x 3 STRAPPING NEW WALL CONST. Z W/SIMPSON H2.5A TIES @ 16"o.c. 1.2 x 4 STUDS @ 16"o.c. N KITCHEN 2.1/2"PLYWOOD SHEATHING X 3.SPRAY FOAM INSULATION(R20) _ 3•-0• 2 x 6 FLOOR JOISTS 4.1/2"GYPSUM BOARD @ 16"o.c. 3/4"T&G PLYWOOD 5.W.C.SHINGLE SIDING SUBFLOOR-GLUED&NAI 6.TYPAR VAPOR BARRIER SUBFLOOR 2 x 6's a 16"D.C. P.T.2 x B's @ 16"o.c. NEW 10"DIA.CONCRETE SONOTUBE BASEMENT 2-P.T.2 x 10'S ON 24"DIA.BIGFOOT FOOTING TO NEW SPRAY FOAM 4'0"BELOW GRADE,USE SIMPSON INSUL,(R30) ABU44 POST BASE NEW 10"DIA.CONCRETE SONOTUBE ON 24"DIA.BIGFOOT FOOTING TO 4'0"BELOW GRADE.USE SIMPSON ABU"POST BASE FOOTING/FRAMING PLAN SECTION @ LAUNDRY I 2 iW >s 00 TYPICAL ASPHALT �\ ROOF SHINGLES 5/8"CDX PLYWOOD SHEATHING y 2 x 8 RAFTERS ` 15#FELT PAPER x ` I w SIMPSON H 2.5A HURRICANE CLIPS I WIND WASH BARRIER ` r 3'0"WIDE ICE/WATER SHIELD ALUMINUM DRIP EDGE 1 FASCIA,FRIEZE,8 SOFFIT BOARDS TO MATCH EXISTING 1 x 3 STRAPPING W/ 1/2"GYPSUM BOARD I I TYP.2 x 4 WALLS I ROOF FRAMING PLAN . DETAIL AT WALL SCALE: 1/2"= V-0" NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 8's UNLESS OTHERWISE NOTED 2.) USE SIMPSON H2.5A HURRICANE CLIPS 4 AT ALL RAFTERS ENDS ! 7 3.)VERIFY GUTTER TYPE/LAYOUT - - ---- --— - W/OWNERS THE - ERRORS SSIONS RE IFIEDFOUND IF ANY SCALE DRAWING NO. . a I \ ERRDRS OR OMISSIPRIOR ONS ARE START FOUND ON NEW ADDITION FOR• JtJ/1LC DRAWING u COTUIT BAY DESIGN, LLC THESTRUCTI N,SHE BUILDING 1/4" = 1�-0" CONSTRUCTION.THE FOR T CONTRACTOR 43 BREWSTER ROAD WL THESE ESPON DRAWING I FONSTR CONTENT C TM EN DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE WHITE RESIDENCE DATE MAS H P E E MA. 02649 DESIGNER OF ANV ERRORS OR OMISSIONS. f THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508 274-1166 THESE SE WNER DRAWING RED.ANY QUIRESOTHER USE OF 12/6/2017 THESE DRAWINGS REQUIRES THE WRITTEN122 SCHOOL STREET COTUIT, MA FAX (50 ) 539-9402 CONSENT OF THE DESIGNER UNDER THE A2 ACT OF 1CTURAL COPYRIGHT PROTECTION ACT OF 1990. I ® EXIST. SCEENED PORCH 12 NEW ASPHALT ROOF _. 3.5 -._ SHINGLES TO MATCH EXISTING NEW PVC FASCIA,FRIEZE, -- - ---_-_ __ f TO MATCH EXISTING &SOFFIT BOARDS TO MATCH EXISTING L OUTLINE OF NEW PVC CORNERBOARDS EXISTINGTO MATCH EXISTING HOUSE5,6,.x B,&BIFOLD EXISTING I DOOR HOUSE NEW W.C.SHINGLE SIDING TO MATCH EXISTING - t INSIDE ELEVATION SIDE ELEVATION FIRST FLOOR PLAN 5�,� a4 947 NOTES: 1.) CONTRACTORISINTHEEIELD L EXISTING CONDITIONS �gac� NAILING SCHEDULE &DIMENSIONS IN THE FIELD • � 1 ., 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 110 MPH EXPOSURE B WIND ZONE DETAILS,&FINISHES IN THE FIELD WITH OWNER JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR ! ROOF FRAMING: 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS r BLOCKING TO RAFTER(TOE NAILED) 2-8d z-10d EACH END �� .RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2015 ,� WALL FRAMING: 5.) 110 MPH EXPOSURE B WIND ZONE ��l 1'!✓1, j TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, ///... OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING TQ OEM J T' HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U360 LOAD ` ') h FLOOR FRAMING: f g,) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) z-Sd 2-1od EACH END �/V � EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION oF �} � BLOCKING TO SILL TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK INSTALLER/CONTRACTOR. any LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF tvL JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-1Od PER JOIST ALL SIMPSON COMPONENTS BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI ROOF SHEATHING: 11. VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE E WOOD STRUCTURAL PANELS(PLYWOOD) ) RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"EDGE/6"FIELD DURING FRAMING CONSTRUCTION RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"EDGE/4"FIELD 12.)TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS CEILING SHEATHING: GYPSUM WALLBOARD 5d COOLERS ---- 7"EDGE/10"FIELD CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION - TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) WALL SHEATHING: FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENTSLAB CRAWL SPACE WALL .. WOOD STRUCTURAL PANELS(PLYWOOD) U-FACTOR U-FACTOR R-VALUE R-VALUE NALUE R-VALUE R-VALUE R-VALUE STUDS SPACED UP TO 24"o.c. 8d 10d 3"EDGE/12"FIELD 0.30 MASS D. 0.55 49 1 20.113.5 130 11&19 1 10(4 FT.DEEP) 15119 1/2"&25/32"FIBERBOARD PANELS 8d --- 3"EDGE/6"FIELD MEN NOTES: 112"GYPSUM WALLBOARD 5d COOLERS ---- 7"EDGE/10"FIELD 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 1 FLOOR SHEATHING: k- - - - 2,15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR -- WOOD STRUCTURAL PANELS(PLYWOOD) OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL -- - - - 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 1"OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD 4.13+5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR GREATER THAN 1"THICKNESS 10d 16d 6"EDGE/6"FIELD &R13 CAVITY INSULATION THE DESIGNER SHALL BE NOTIFIED IF MY SCALE DRAWING NO. \ ERRORS OMISSIONS ARE FOUND NEW ADDITION F O R u 1I�//j COTUIT BAY DESIGN, LL C THESE DRAWINGS PRIOR TO START OF 1/4„ - 1'-0„ CONSTRUCTION,THE BUILDING CONTRR ACTOR 43 BREWSTER ROAD WTHESE DSPAWINGONSI I FONSTROR THE CONTENT C THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE WHITE R E S I D E N C E DATE MASHPEE MA. 02649 DESIGNER WI PGS ERRORS OR OMISSIONS. f THESE OWNER NOTED. SOLELY YOTHER THE USE 1---- FAXPH. (508 274-1166 TH SE DRAWING REQUIRES THERU5E0F12/6/2017THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE(50 ) 539-9402 ACTOFE90URALCOPYRGHTPROTECTION122 SCHOOL STREET COTUIT! MA NEW ROOF CONST. -5/8"COXOPLYWOOD ROOF SHEATHING PORCH ABOVE OUTLINE EXIST. -ASPHALT ROOF SHINGLES 15LB.FELT PAPER NEW CONCRETE -SPRAY FOAM INSULATION(R49) SONOT12"DIA. T04'0"BELOW GRADE.USE SIMPSON NEW P.T.2 x 8's @ 16"D.C. -SIMPSON H 2.5A HURRICANE CLIPS GRADE. AT ALL RAFTER ENDS ABU44 POST BASE -ICE/WATER SHIELD AT BOTTOM .. .. 3'0"OF ROOF 12 -ALUMINUM DRIP EDGE EXISTING Q EXIST. A BASEMENT 12 VERIFY ROOF PITCH OR FLAT ROOF 2 c Q 3.5 IN THE FIELD W/OWNERS FASTEN JOISTS TO HOUSE W/JOIST HANGERS lion TnTOP OF PLATE QD r 2-2 x 8 HDR. a BASEMENT cG ` WINDOW 1/2"GYP.BOARD / FASTEN JOISTS TO BEAM ON 1 x 3 STRAPPING NEW WALL CONST. Z W/SIMPSON H2.5A TIES @ O. 1.2 x 4 STUDS @ 16"D.C. w KITCHEN 2.1/2"PLYWOOD SHEATHING x 3.SPRAY FOAM INSULATION(R20) ma 3'-4" 2 x 6 FLOOR JOISTS 4.1/2"GYPSUM BOARD @ 16"o.c. 3/4"T&G PLYWOOD 5.W.C.SHINGLE SIDING SUBFLOOR-GLUED&NAI 6.TYPAR VAPOR BARRIER SUBFLOOR 2 x 6's 0 16"O.C. P.T.2 x 8's @ 16"D.C. NEW 10"DIA.CONCRETE SONOTUBE BASEMENT 2-P.T.2 x 10'S ON 24"DIA.BIGFOOT FOOTING TO NEW SPRAY FOAM 4'0"BELOW GRADE.USE SIMPSON INSUL,(R30) ABU44 POST BASE NEW 10"DIA.CONCRETE SONOTUBE ON 24"DIA.BIGFOOT FOOTING TO 4-0"BELOW GRADE.USE SIMPSON ABU44 POST BASE FOOTING/FRAMING PLAN SECTION @ LAUNDRY o I I I A r TYPICAL ASPHALT ROOF SHINGLES z 5/8"CDX PLYWOOD SHEATHING N 2 x 8 RAFTERS 15#FELT PAPER x WIND w - SIMPSON H 2.5A HURRICANE CLIPS BARRIER SH �� 3'0"WIDE ICE/WATER SHIELD ALUMINUM DRIP EDGE FASCIA,FRIEZE,&SOFFIT BOARDS TO MATCH EXISTING 1 x 3 STRAPPING W/ 112"GYPSUM BOARD I TYP.2 x 4 WALLS I ROOF FRAMING PLAN DETAIL AT WALL =- -- - - _-- - - SCALE: 1/2"=1'-0" NOTES: 1.) ALL ROOF RAFTERS TO BE 2 x 8's UNLESS OTHERWISE NOTED tl 2.) USE SIMPSON H2.5A HURRICANE CLIPS AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPE/LAYOUT W/OWNERS THE ERROR OMISSIONS OTIFIED ARE NV SCALE : DRAWING NO.: \ ERRORS C OMISSIONS ARE FOUND ON NEW ADDITION FOR: u COTUIT BAY DESIGN, LLC THESE DRAWINGS PRIOR TO START OF 1/4�� CONSTRUCTION.THE FORTGCONTRACTOR 43 BREWSTER ROAD WILL THESE DRAWINS I FONSTR CONTENT C THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE WHITE RESIDENCE DATE MASHPEE MA. 02649 DESIGNER WI MY ERRORS OR OMISSIONS. �� THESE DRAWINGS ARE SOLELY FOR THE USE PH. (508 274-1166 THESOF E DRAWINGWNER REQUIRESD.ANY THE IN THERUSEOF 12/6/2017 THESITECTUNGSREORIGHT PROTEC TEN 122 SCHOOL STREET COTUIT, MA FAX (50 ) 539-9402 CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. ^-- _ - - -- -- --- - - _ _T` -- - - --- ---- - -- - - - ---- — - i•_ y i li }- COTUIT GRAPHIC SCALE 20 0 10 20 +0 80 06 g ( IN FEET ) 1 inch = zo tt. A.M. 35126 i N F BARTH, JE'NNIFER S. D. 77341170 ADO? WAy LENT N8911 '18"W 0 LD — ANC _ CB 11 c8 S85 Z¢ '41 'E' _ - - — 23. 59'-(FNW 30. 00' (FND) i�GG= b COTUIT FND 108. 93 �� Q. 92 f 53. 59 1 ( SCHOOL HARBORS CB CB _ _ _ _ o ,:0„E, , , N844 14496, FOR REGISTRY USE' ONLY STREET (FND) �T64 0 7 3 p 18 pp yl, (FND) t LOCUS MAP DEED: 35851109 I A. M. 20138 ASSESSORS MAP' 20, LOT 37 N/F BARRY, RICHARD C. & MARYELLEN - PLAN REP 231/49459/89 - D.• 6689 325 _- - - - _ 0 PLAN 459/89 1" ZONING. 'RE'" -_- _- - - p - FLOOD ZONE. C ti ABUTTERS ) - 4. 7 SHE'D A. M. 20139 D.• 108314 4 6 n O �? N/F RAPP, KEITH M. & ROSEMARY A. o `b Imo, ~ A. M. 2013 AREA — 28,344-1-S.F. f ` :PLAN 01' LAND °C° LOCATED AT l '� cB 134 JA?A? SCHOOL STREET (FND) 27. 3' BARNSTABLE; MASS. o - = = PREPARED FOR g � _ O RICHARD C. & KA THERINE E: WHITE ~ 1Q3 _ _ -- MANHOLE -HSE_±� MARCH 26, 2001 o 45 15 - jrB p0 _ FND) l� : ...NOTE. M1�, SIIBSKETCH IS NO Nok�i� j TO SCALE o 6' o r IY PARED o� ti RTIF THAT THIS:PLAN HAS BEEN PRE I:CE' Y �. NS CONFORMITY WITH THE RULES AND REGULATIONS IN CONFOR I , - N� COMMONWEALTH , Y OF DEEDS 'OF THE COMMONIVE 5 OF THE REGISTRY ,2 8� P. s OF ACHusETTs � I. iy J z7 a� FND 1� L ( ) � 0 V PAUL A. MERITHEW, L S. AT oz YANKE'E SURVEY CONSULTANTS r4lo , 40B INDUSTRY ROAD T � UNIT 1 rvr 1 1 . O. BOX 265 : HE.PROPERTY LINES SHOWN ON THIS PLAN ARE THE �!.�/ P. O. B I CERTIFY THAT T 1�9 THE LINES OF STREETS jF k LAVES :DIVIDING EXISTING OWNERSHIPS AND THATI MARSTONS MILLS, MASiJ. 02V 48 AND WAYS SHOWN ARE 'THOSE OF PUBLIC OR PRIVATE STREETS L. , '� 420-5553 OR WAYS ALREADY ESTABLISHED AND THAT NO NEW LINES FOR TEL. 428-0055 FAX DI OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN PA UL A. MERITHEW, L S. J# 52669 DCB : TOP FNDN. AT EL. 50.0' (HOUSE) SEPTIC PROFILE NOTES O LEGEND TOP FNDN. AT EL. 50.3' (BARN) ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) 1. DATUM IS APPROXIMATE NGVD \ _100.0 PROPOSED SPOT ELEVATION ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3' OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING OCllS WITHIN 6' OF FIN. GRADE � 100x0 EXISTING SPOT ELEVATION 49.0 MINIMUM .75 OF COVER OVER PRECAST 2� SLOPE REQUIRED OVER SYSTEM 49.0' 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. o a a \ 100 CONTOUR �*A= RUN PIPE LEVEL 2" DOB TEAXTILE FABRISHED C N- / PROPOSED 47.3 2 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO \ *B=48.6L'D PROPOSED 1500 3' MAX. -- -- 100 EXISTING CONTOURAZ � H- 10 Schoo i GALLON SEPTIC St. c (PROPOSCL 46.37 0 TANK (H- 10 GAs 46.3 5. PIPE JOINTS TO BE MADE WATERTIGHT. COtuit BAFFLE 45.77'! 45.6 pppp p C p p Ba 0 45.5' pppp p p C� p p o 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH .y , �6" CRUSHED STONE OR ME(MANICAL pppp p p C' p p MASS. ENVIRONMENTAL CODE TITLE V. COMPACTION. (15.221 [2]) 2' pppp p p C p p o ' DEPTH OF FLOW - 4' 43.5 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO TEE SIZES: 3/4 TO 1 1/2 DOUBLE WASHED STONE BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. s INLET DEPTH = 10 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. OUTLET DEPTH - 14" _ ( 3.8 % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) 9. LLED OR CONCEALED FOUNDATION A 18� SEPTIC TANK 60' D' BOX 12' LEACHING 5' WITHOUT OINSPECTION BYNENTS NOT BOARD BE OFHEALTH AND PERMISSION LOCUS MAP B=82 FACILITY ��IIN.( 2•5 � SLOPE) OBTAINED FROM BOARD OF HEALTH. NOT TO SCALE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 20 PARCEL 37 BOTTOM TH-1 EL. 38.5' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. LOCUS IS WITHIN AP OVERLAY DISTRICT r / 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. TEST HOLE LOGS 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. ENGINEER: DAVID FLAHERTY, R.S. 13. INSTALLER TO VERIFY FEASABILITY OF NEW SEWER LINE WITNESS: DON DESMARAIS, R.S. FROM BARN PRIOR TO INSTALLING ANY COMPONENT. DATE: OCTOBER 31, 2006 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# 11488 53.59' 50.92' ELEV. ELEV. 0" 49.0' 0" 49.0' SYSTEM DESIGN. - A - A LOT AREA LS LS 28,346 SF f :'ARBAGE �iSPOSER IS NOT ALLOWED 10YR 4/2 10YR 4/2 DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD 10" 48.2 12" 48•0' SO USE A 550 GPD DESIGN FLOW B B LS LS 50 SEPTIC TANK: 550 GPD (2) = 1100 32" 10YR 5/8 46.3' 33" 10YR 5/8 46.2 i USE A 1500 GAL. SEPTIC TANK EXIS III NG BARN f BR PROPOSED (NO KITCHEN) LEACHING: SIDES: 2 (47.5 + 10.83) 2 (.74) = 172 GPD C C ABUTTER'S SHED BOTTOM _ 47.5_x 10.83 (.74) = 380 GPD PERC TOTAL: 747 S.F. 552 GPD MS MS USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 2.5Y 6/4 2.5Y 6/4 �g GRAVEL DRIVE WITH 2.5' STONE AT ENDS AND 3' AT SIDES MA 126" 38.5' 126" 1 1 38.5' o APPROVED DATE BOARD OF HEALTH ad NO GROUNDWATER ENCOUNTERED 00 49 .r r� 55.4' c� �Y P ®_2 ..-� 20A. TITLE 5 SITE PLAN `�� •' of CID Y • J 122 SCHOOL ST. r�` MARK - CORNER OF AREA OF PINES BENCH (COTUIT) BARNSTABLE, MA AND OAKS � � BULK HEAD (ON WO��D) EXISTING D NG EL. = 50.1 PROPOSED 4 BR CID CP - PREPARED FOR / OP OF FNDN -50.0' GROVER BUILDING & REMODELING/ RICHARD C. WHITE co DATE: NOVEMBER 7, 2006 ASpNA 117 9' ` LT S10Ew I Scale: 1"= 20' ` ACK 3 0 10 20 30 40 50 FEET s shoo/ off 508-362-4541 � reet - fax 508 362-9880 Or down cope en q in e erin g, In C. Mgs�q o ALA yG o°�� 1 ARNE G� Cl VIL ENGINEERS CIVIL N o LAND SUR VEYORS �r �0 307 N . 2 348 DA °'�F��'ST . OJAL SP 9J9 Main Stree t - YARMOU THPOR T, MASS. DCF, 06-244 ,;AL ��'D SUR\J 06-244 GROVER.DWG (DDF) GRAPHIC SCALE COTUIT 20 0 10 20 40 e0 mi 0� g ( IN FEET ) 1 inch = 20 ft. A.M. 35/26 N/F BARTH, JENNIFER S. \ D: 77341170 GOAD a o� NECK NT WAY � a OLD _ AIVCIE c l CB °ll '18"W _ — — _ 23. 59' (FN- 30. 00' (FND) 1 1C8 93 :1 CB ,(36rS COTUIT y -_ �3. 59 -� (FND) SCHOOL HARBORS CB - _ _ 0. 92 144. 88� FOR REGISTRY USE ONLY STRE'E'T (FND) (FND) + ' N8 4 '0 7'3 N80 jB 46„ LOCUS MAP LN DEED- 3585/109 A. M. 20136 � �� ASSESSORS MAP' 20, LOT 37 N/F BARRY, RICHARD C. & MARYELLEN � _ PLAN REF- 531 9 _ 1 PLAN 459189 S �_=_�`QRN_�_y- 1 0 ZONING: "RF" ABUTTER'S ti ►� 35 0 -_ _= 4. 7' FLOOD ZONE, "C" SHE'D �� -�oll A. M. 20139 D.- 10831446 N/F RAPP, KEITH M. & ROSEMARY A. AREA = 28,34 4.f S.F. PLAN OF LAND LOCA TED A T ICB134 122 SCHOOL STREET (FND) 5' 27 3' BARNSTABLE; .MASS. PRE'PAR.E'D FOR g 1 3 RIC'HARD C. & KA THE E. WTE' ti '� _- - _-_-__ O �2 1p 3 HSE 4 MANHOLE � 122-- ^' MARCH 26, 2001 CB pmxx mos"m �— FIND) ppo NOTE.- Na�IrM SUBSKETCH IS NOT TO SCALE� I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS OF THE COMMONWEALTHN�S6„ OF ACHUSET7S (FND) 18g L P. 4s PAL A. MERITHEA, P L S DATE OZ YANKEE SURVEY CONSULTANTS UNIT 1, 40B INDUSTRY ROAD I CERTIFY THAT THE PROPERTY LINES SHOWN ON THIS PLAN ARE THE 1,j T P 0. BOX 265 LINES DIVIDING EXISTING OWNERSHIPS AND THAT THE LINES OF STREETS 18 O MARSTONS MILLS MASS. 02648 AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS � , OR WAYS ALREADY ESTABLISHED AND THAT NO NEW LINES FOR TEFL: 428-0055 FAX 420-5553 DIM OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. 3 Z7 v) PAUL A. MERITHEW, P.L S. DAT J# 52669 DCB