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0015 PUTNAM AVENUE
i A a i i I a o -TOWN OF BARNSTABLE z . ,Bdilding Application Ref: 200904189* BARIvsTAs>tE, Issue Date: 09/23/09 Permit MASS, l 1639• �� Applicant: POMETTI,PETER Permit Number: B 20091777 ArfD �p . Proposed Use: SINGLE FAMILY HOME Expiration Date: "03/23/10 Location 15 PUTNAM AVENUE Zoning District RF Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 036043 Permit Fee$ 484.50 Contractor POMETTI,PETER Village COTUIT, App Fee$ 100.00 License Num 050457 Est Construction Cost$ 95,000 I Remarks ---------- --- -- -- -- t APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT NEW FRAME GARAGE WITH OFFICE AND BATHR?Q�4HIS CARD MUST BE KEPT POSTED UNTIL FINAL ABOVE-24 X 24 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF F OCCUPANCY IS,REQUIRED;SUCH Owner on Record: EGAN, THERESA A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX 42 INSPECTION HAS BEEN MADE. COTUIT, MA 0.2635 1 /�✓ A ` Application Entered by: RM Building Permit Issued By: /el*Gi_�p THIS PERMIT CONVEYS NO„RIGHT"=TO OCCUPY ANY;STREET ALLY OR SIDEWALK OR.ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY: x• ENCROACHEMENTS ON PUBLIC PROPERTY.NOT SPECIFICALLY PERMITTED".UNDER;THE"BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET'OR'ALLY GRADES°AS WFLL'AS DEPTH ANO"LOCATION OF,PUBLIC SEWERS MAY BE OBTAINED FROM`THE DEPARTvIENT OF PUBLIC WORKSr TIIE[SS.UANCE OE T HIS;"PERMIT"DOES NOT RELEASE THE I\PPLICANT FROM.THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MIN[MUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK:. 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5, INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. ~ WORK SHALL NOT PROCEED UNTIL THE INSPECTOR•HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). :'.. 01", M- 1 .� �....� � ... } 6 ,91 ., ♦ e k 0 BUILDING INSPECTION.APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1T� a 2 a '�"l. O'J✓�� Z F"rrS�� ,(� 2 (lea- 1 1 3 zG /o 3 � f7i Si R 1/ Hea, ng Inspection Approvals Engineering Dept I e�Dept , ( 2 Board of Health . i t) Town of Barnstable Building Department - 200 Main Street EARNSTABLE, * Hyannis, MA 02601 MAC �' (508) 862-4038 seg9. CFO PM't s , Certificate of Occupancy Application Number: 200904189 CO Number: . 20100065 Parcel ID: 036043 CO Issue Date: 05110/10 Location: 15 PUTNAM AVENUE Zoning Classification: RESIDENCE F DISTRICT Proposed Use: SINGLE FAMILY HOME Village: COTUIT Gen Contractor: POMETTI, PETER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABLE ' ti Building Application Ref: 200904189 m * BARNSTABLE, + Issue Date: 09/23/09 Per , l ,it 9 MASS. QpA 1639• Applicant: POMETTI PETER rEG MAC A Permit Number: B 20091777 Proposed Use: SINGLE FAMILY HOME Expiration Date: 03/23/10 Location 15 PUTNAM AVENUE Zoning District RF Permit Type: GARAGE DETACHED RESIDENTIAL Map Parcel 036043 Permit Fee$ 484.50 Contractor POMETTI,PETER Village COTUIT •App Fee$ 100.00 License Num 050457 Est Construction Cost$ 95,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT NEW FRAME GARAGE WITH OFFICE AND BATHR ON'HIS CARD MUST BE KEPT POSTED UNTIL FINAL ABOVE'-24 X 24 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH. Owner on Record: EGAN, THERESA A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P O BOX-42 INSPECTION HAS BEEN MADE. COTUIT, MA 02635 Application Entered by: RM Building Permit Issued By: 4 9' zi�� THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET;ALLY OR SIDEWALKOR ANY PART THEREOF;EITHER TEMPORARILY OR PERMANENTLY: ENCROACHEMENTS ON PUBLICPROPERTY;.NOT'SP,ECIFICALLY PERMITTED I UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET ORALLY GRADES'AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE:DEPARTIVIENT OF:PUBLIC:WORKS.. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE.THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE.OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). 021 x , «, d BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1/3fioD �k Off 2/BF�htc J 2 O� l� c3 ! 6 c Vv 3 a�,esr-��� 1 Heating Inspection Approvals Engineering Dept Fire Dept', ©/s 2 B of � 0 �0 Q r 22'-0" 14'_8" 7,_4" �— VJ I�I III IIII w� wwoowsEAT L ------ J O O r------ 4'6"VANITY 4'6"VANITY IZ Falo m I _O O�7 F a Ch° R.r.s TmG — '0 rr, Rtr t I cok-z t1wk F4 I — E z , a r— m � m I x j �� --- A -,,I- 0AIL m q F. _ I I ON I /L----- WJill I _ I I ZN3 I I I I =�o Zm I I aN -i----------'------- III w o0 4'-1 O" 1 2'-4" 4'-1 0" N EXISTING HOUSE NEW ADDITIONImp k j e_ �OFtHE i0,;� Town of Barnstable B-A•TRNSNNSiTAiABBLLE. • Regulatory Services 9 MASS039. �'prFDMP'�01 Building Division 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection A)S Location /S Px 7-u 4ctit fTvr-- Permit Number_. Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: q— 44-o V-17-0 0-r 0-r— Q�-:Q r' -r K Wr OW S f�0 7 N �n 0-c2 �4C� Please call: 508-862 4 /for re-inspection. Inspected by r C08`�`yy`c Date 61 7 1 Daniel L Braman,PE 189 Harbor Point Road Cununaquid,MA 02637-0361 Phone(508)362-6016 December 30, 2009 Peter Pometti Architectural Innovations _ P.O. Box 2056 Cotuit, MA 02635 y Project:1209 Blizard Residence, Cotuit, MA This letter will confirm our conversation of today in regard to the above Project. The discussion involved the garage door header and the Building Commissioners' review. I find that the method used is structurally sound and will meet the requirements of the Massachusetts State Building Code. Daniel E. Bram OF ANIEL E. �d 3 9 En C� A 3 Cs N .. W W r— V M �pF 114 Tp Town of Barnstable _ BARNSTABLE, Regulatory Services MASS. t°39 Building Division pTEO MPS A. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 13 FI N Location r /u"y4 - C ?� Permit Number Z o 09 y �� Owner FC 12-,4 x n Builder T/W-c -q-f One notice to remain on job site, one notice on file in Building Department. The following items need correcting: h Fro s r s O,v e L q&j �ti1Es . 5C-,*L //0&&,5 //U 6J f CC_ 7`- CC-1 LIN6r GAF O5C-7- Iiu 6;9qf! 5C—::r ft L a¢--R ACA- �16&WA"6V71CJGL 76 t 44 17-4& 4N/r p FL�oo2 P r o m cii o m oo r o U0(!ft J Please call: 508-862-4 for re-inspection. Inspected by Date a 'y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map i�' Parcel3 Application # C '/ Health Division ✓ 4 a o 1 • 2 6 c Date Issued G� Conservation Division ��' (/ " Application Fee Planning Dept. Permit Fee -� Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis (- Project Street Address Village Owner Address cif- . A0 q Telephone Permit Request a?A4J6i-1Zuw- A&-k✓ /% Wx/& C'7�9� !.�/�T�9 r D 416 ZD Moo�,t x �� �- � -'a `' � ���i�� /Z a/dp�4 /_0 Cam_ Square feet: 1st floor: existing °-' proposed 2nd floor: existing proposed-574 Total new//tea Zoning District Flood Plain Groundwater Overlay Project Valuation ,��"O`� Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Y Two Family ❑ "- Multi-Family (# units) Age of Existing Structure W/f Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing /new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil VElectric ❑Other A-4f41 c7la O Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing v? /coal s�ve: 4Yes ❑ No Detached ❑ existing '^ ' c�' garage: g �r new size_Pool: ❑ existing ❑ new size _ Bar� existing ❑ nr size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: . } Zoning Board of Appeals Authorization ❑ .Appeal # Recorded ❑ °0 o � Commercial 0 Yes 0 No If yes,site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ` Telephone Number Address DO License# 697y1_r �� © Home Improvement Contractor# Worker's Compensation # 6c(691z/0 D27�2-ay ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 4 4 FOR OFFICIAL USE ONLY :. -,APPLICATION# 'r DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION ®lC O ® c FRAME 'i° 0 ,c9l`IP N P off' �� o INSULATION RXs O//%/O OKA— FIREPLACE ELECTRICAL: ROUGH FINAL. PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDIN DATE CLOSED OUT ASSOCIATION PLAN NO. ; i The Commonwealth of Massachusetts Depar-finent of Industrial Accidents Ofjrce ofrnvestigations' 600 Washington Street Boston, MA 02111 wwlV.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): '14z ` 49V6 City/State/Zip: j-vlT ti1/9 0?-�e 3� Phone.#: ^6 7 71 Are ou an employer? Check the appropriate'box: Type of project(required): 1.V1 am a employer with 4• ❑ 1 am a general contractor and 1 6 New construction employees (full and/or part time:).* have hired the sub-contractors listed on the-attached sheet. T. 0 Remodeling 2.0 I am a sole;proprietor or'parttter These sub-contractors have ship and have no employees employees [�Demolition employees and have workers' working for me in any capacity. 9. ❑Building addition [No workers' comp.•insurance comp. insurance. required) 5, [] We are a corporation and 10.❑ Electrical repairs or additions its 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. . right of exemption per MGL 12.[]Roof repairs insurance required] t c. 152, §1(4), and we have no employees. [No workers' 13.[l Other comp. insurance required.) *Any applicant.that checks box#1 must also fin 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. tContractors that check this box must attached an additional sheet showing the name of the sub�ontmctors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. X am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site ' information. Insurance Company Name: ��Expiration Date: Policy#or Self-ins. Lic.M Job Site Address:�c� /��T/✓ilvVP City/State;/Zip: �� � Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure io secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip 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 coverag e verification. I do hereby certi der the a' sand penalties of perjury that the information provided above is true and correct Date: 0 O -- Si !L) Phone# �� Official use only. Do not write in this area, to be compleled by city or town oftciaL .City or Town: Pernut/License# Issuing Authority(circle one): I.Board of Health '2.Building Department 3. City/Town CIerk 4.Electrical Inspector S. Plumbing Inspector 6. Other Inf ® atz� aix�st �xct ® s Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. d as "...every person in.the service of another under any contract of hire, Pursuant to this statute, an employee is define ,xpress 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 w,ho 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 polniticcael subdth i insurvisions shall . enter into any contract for•the performance of public work until acceptable evidence of comp requirements of this chapter have been presented to the contracting authority..' Applicants PIease fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary, supply sub-.cox6actor(s)name(s),"address(es)and.phone numbers) along with their certificates)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no'employees other than the members or partners,'are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be,submitted to the Department of Industrial Accidents for confirm don 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 arc required to obtain a workers' compensation policy,please call the Department at the amrtber listed below. Self insuredcompanies should enter their self-insurance license number on the appropriate line. City or Town Officials .Please be sure that the affidavit is conmplete'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 pernmiVlicense number which will be used as a reference number. In addition, an applicant that must submit multiple permnit/license applications in any given year,need-only submit one affidavit indicating currentci or policy information(if necessary) and.under"Job Site Address" the applicant should write"all locations in ( h' rm 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 ea ch ated Eo any business or commercial venture year. Where a home owner or citizen is obtaining a license or permit not rel (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this aidavit 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 industrial Accidents Office of lavestigatio>zs. 600 Washington Street Boston, MA 02111 Tel. # 617•-727-490.0 ext 406 or 1-877-MA.S.SAFE Fax # 617-727-7749 Revised 11-22-06 www.mass.gov/dia I Y �YHE„ Town of Barnstable Regulatory Services EARNBTA°LS, ' Thomas:F'. Geiler,Director AM 039. �`�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-62 Property Owner Must Complete and Sign This Section If Using A Builder e— , Zll'3�� , as Owner of the subject property hereby authorize P-lq6T�� to act on MY behalf, in all matters relative to work authorized by this building permit application for, 1416 607ZVr (Address of job) Signature of Owner ate Print Name If Proyerty Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. Town of Barnstable Regulatory Services Thomas F. Geiler,Director + BARNSTABLE, tt Building Division . AIEo '� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www,town.barnstable.ma.us Fax: 508-790-6230 Office: 508-862-4038 - HOMEOWNER LICENSE EXEMPTION Please Print DATE: 10B LOCATION: village number street "HOMEOWNER": work phone# name home phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not,possess a license,provided that the owner acts as supervisor. i DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be res onsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowncrperforming work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns: You may care t amend and adopt such a form/certification for use in your community. v vI►%O CNAWORKERS R COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6S59UB-0276M74-2-09) RENEWAL OF (6S59UB-027GM74-2-08) INSURER: CONTINENTAL CASUALTY COMPANY NCCI CO CODE: 80381 1. INSURED: PRODUCER: A I ENTERPRISES INC HORGAN INS AGCY INC PO BOX 2056 44. BARNSTABLE RD B COTUIT MA 02635 PO BOX 250 HYANNIS MA 02601 Insured is A CORPORATION Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period is from 07-18-09 to 07-18-10 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed here: MA B. EMPLOYERS LIABILITY INSURANCE: Part Two of the,policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 500000 Each Accident Bodily Injury by Disease: $ 500000 policy Limit Bodily Injury by Disease: $ 500000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A N- D. This policy includes these endorsements and schedules: SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All required information is subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: 07-09-09 TL ST ASSIGN: MA OFFICE: CNA . - 04J PRODUCER: HORGAN INS AGCY INC 28XBF 006718 --- ------------- � a i REScheck Software Version 4.2.2 Compliance Certificate Project Title: Architectural Innovations, Inc Energy Code: 2006 IECC Location: COtUIt,Massachusetts Construction Type: Single Family Conditioned Floor Area; 580 ft2 ` Glazing Area Percentage; 12% f Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 15 Putnam Road Architectural Innovations,Inc Colony Insulation,Inc: Cotuit„MA PO BOX 2065 28 Jonathan Boume Drive Cotuit„MA 02635 Pocasset„MA 02559 508428-4219 508-563-6049 Passes on UA - Compliance:0.9%Better Than Code Maximum UA:110 Your UA:100 Perimeter I Gross Cavity Cont, Glhzinq UA Ceiling 1:Flat Ceiling or Scissor Truss 580 30.0 0.0 Well 1:Wood Frame,16"o.c. 20 192 21.0 0.0 • 10 Window 1:Wood Frame:Double Pane with Low-E 22 SHGC:0.50 0.330 7 Wall 2:Wood Frame,16"o.c. 192 21.0 0.0 Window 2:Wood Frame:Double Pane with Low-E 10 SHGC:0.50 0,330 7 Wall 3:Wood Frame,16"o.c. 192 21.0 0.0 Window 3:Wood Frame:Double Pane with Low-E 10 SHGC:0.50 22 0.330 7 Wall 4:Wood Frame,16"o.c. 192 21.0 0.0 i Window 4:Wood Frame:Double Pane with Lour-E 9 SHGC:0.50 11 0.330 4 Door 1:Glass SHGC:0.50 18 0.330 6 Floor 1:All-Wood JoistfTruss:Over Unconditioned Space, 580 30.0 0.0 19 I Compliance Statement, The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck Version 4.2.2 and to comply with the mandatory require isted in the k In spection Checklist. Name-Title re Al • �`� 'u Date. i Protect Title:Architectural Innovations,Inc Data filename:Untitled.rck Report date:OW04109 Page 1 of 3 TOOT] MOILLYMSNI AN0100 LTTM9908 YU Z£:£T 60OZ/tr0/60 REScheck Software Version 4.2.2 Inspection Checklist' Collings: D Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Abov"rade Walls: 0 Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments; ❑Well 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: O Wall 3:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ------------ ❑ Wall 4:Wood Frame,16"o,c.,R-21,0 cavity insulation Comments: Windows: 0 Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: .i #Panes_Frame Type Thermal Break?_Yes No Comments: Window 2:Wood FrameMouble Pane with Low-E,U-factor 0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break s Yes No —Comments: ❑Window 3;Wood Freme0ouble Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: Varies Frame Type Thermal Break?_yes _No Comments: ❑Window 4:Wood Freme:Double Pane with Low-E,U-factor;0.330 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break? Yes, No , Comments; Note:Up to 15,sq,ft.of glazed fenestration per dwelling Is exempt from U_factor and SHGC requirements. Doors: ❑Moor 1:Glass,U-factor:0.330 Comments: j Floors: O Floor 1:AD-Wood JolstlTrussbver IJnoonditioned space,R-30.0 cavity Insulation I Comments: i Floor Insulation Is Installed In permanent contact with the underside of the subfloor decking. I i Air leakage: Joints,penetrations,and all other such openings 1n the building envelope that are sources of air leakage are sealed. L) Recessed lights are either 1)Type IC rated with enclosures sealed/gar E283 labeled,or 3)Installed Inside an air-tight assembly with a 0.5"clearance from co against mbustible materialsmateling,or 2)Type IC rated e�STm eaks to Insulation, Project Title:Architectural Innovations,Inc Data filename:Untitied.rek, Report date:09/04/09 Page 2 of 3 ZOOf j NO11V'If1S11I ANO'I00 LTT9V9990S %V,d ££:£T 600Z/fit)/60 Sunrooms: 0 Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-facor of 0.76.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. T Vapor Retarder Vapor retarder is installed on the warn-in-winter side of all non-vented framed callings,walls,and floors;ar it has been determined that` moisture or Its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Idendfication and Installation: Materials and equipment are identified so that compliance can be determined.' tj Manufacturer manuals for all installed heating and doling equipment and service water heating equipment have been provided. El Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. O. Insulation is installed according to manufacturer's Instructions,in substantial contact with the surface beinc.Insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Duds in unconditioned spaces or outside the building are insulated to at least R-8. Duds in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: © Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet melal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adheeivev)or other approved closure systems.Tapes and mastics are rated UL 181 A or UL 181 B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are Installed on all outdoor air Intakes and exhausts. ❑ Additional requirements for tape sealing and metal dud crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or ahL4 off the heating and/or cooling Input to each zone or floor is provided. Certlflcate: 0 A permanent certificate is provided on or In the electrical distribution panel listing the predominant insulation R-values;window U-fadore;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) i i Project Title:Architectural Innovations,Inc Data filename:Untided.rck Report date:09/04/09 Page 3 of 3 I £00 N0UV'IIlSNI AN0100 LH095805 YU ££:£T 600Z/fro/60 2006 IECC Energy Efficiency Certificate Ceiling/Pad 30.00 Wall 21.00 Floor!Foundation 30.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.33 0.50 Door 0.33 0.50 Heating&Cooling EqUiPITICIlt Efficiency Water Heater: Name: Date: Comments: i i t00ln NOIZVIVISUI Au0100 LUMS802 %Vd MU 60OZItOI60 ✓1. e..07dUJP Ik Oy✓!/GIXQ6Q�tU,dP. 6 L H Board of Building'Regolitio&and Standards t � Construction Supervisor License * License: CS 50457 Expirat+o 4/49/2010 Tr# 22406 �" Restnctioa� 00 i<' � PETER M POMETTI° ' M PO BOX 2056 - COTUIT,MA 02635 Commissioner I �� Ba�eoihiiar�gL�irn��aadcrt , -- _ HOME IMPROVEMENT CONTRACTOR 1 _ Registration: 109606 Expiration: 9/21/2010 Tr# 274229 Type: Private Corporation y A I ENTERPRISES INC. PETER POMETTI 140 LITTLE RIVER RD. �� ..` COTUIT,MA 02635 Administrator i y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application #� Health'Division Date Issued ✓Conservation Division �� Application Fee c:i�6 Planning Dept. Permit Fee • fX7 Date Definitive Plan Approved by Planning Board Historic OKH Preservation/ Hyannis .Project Street:Address VillageU/ _4__ Owner Address Telephone Permit Request - ,zoo. ��vJ��ti 8 !��r�r-ram wi,-J4 4eii6) dtJli✓Gri.� � /,IZ6,({,tJ�/�s' 116/ X00 )k- 6.- 0AJ 14'; /"Z Square feet: 1st floor: existing /1`/Oproposed/sZt� 2nd floor: existing 638 proposed Total new277te Zoning District Flood Plain Groundwater Overlay Project Valuation� m DO-*= Construction Type Lot Size 0107g Grandfathered: ❑Yes %10No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure W rS• Historic House: )(Yes ❑ No On Old King's Highway: ❑Yes VNo Basement Type:XFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) © Basement Unfinished Area(sq.ft) v Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing Ynew Total Room Count (not including baths): existing new d First Floor Room Count 6— Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑ Other Central Air: &(/Yes `*o Fireplaces: Existing New / Existing wood/coal stove: ❑Yes C_Vo 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 �� � C� T T / Telephone Number Address P D. �� a05(0 License# Home Improvement Contractor# Worker's Compensation # 06 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO 0f0QS6i )Gh04 GhIJmYC&14ef' _M & /OpSIGNATURE DATE / FOR OFFICIAL USE ONLY APPLICATION# . ,DATE ISSUED ` ,i MAP/PARCEL NO. ADDRESS VILLAGE OWNER + ' a DATE OF INSPECTION: �Rdli/T�ieey SpNOs®9�.►b�m�,t�is'v M ` FOUNDATION 3 ! FRAME lsr rc a c,� INSULATION S ii1Cr7 4fktA — - k FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL E s GAS: ROUGH FINAL _ ffF A 'FINAL BUILDING N D�o 40-1 NNo £tei DATE CLOSED OUT ff , i f r F ASSOCIATION PLAN NO. i *- r Town of Barnstable Regulatory Services XAMM sc LA Thomas F.Geiler,Director °rEn ; Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnst2ble.ma.us 'Office: 508-862-4038 Fax: .508-790-6230 PLAN REVIEW Owner: �f=R/ Map/Parcel: 036 Project Address /S- /cc rti� Builder: X E 7— The following items were noted on reviewing: P�l�a L i�ti� �E-Lr�oAl— �¢G� �y.¢a:�I f9- D� / t r ? � y O 2 — Cori." I n9 C. . . �LIdWY! OBl /J Ze of . CC ell o Z-6f c��� r 1d7�1/S /s c42 _ Reviewed by: Date: Q:Forms:Plnrvw 06/15/2008 16:13 5082406246 IRENA SUMBERA PAGE 02/04 m A 1001, 6 2 44 -_tea w E GI P1� CD F_ >� L\TI 6, 0, 20 ll2" ffi m ? e�+ m PLO. FOR PELLA SLIDING 2xG MOCNNS FULL hEIGHC(8'9) WALL SEGMENT r xl co FRENCH DOOR @ 24'O.C: 2. 6TWN.5T13D5-nF. N C - Ql ,1 W SiMPSOO 5TRDNG TIC HOLD DO" � CAPACITY 7,300 1b? CS) co NOTE: N A d m AT FULL HEIGHT WALL SEGMENTS: QD cR NAIL MIK 7110'WOOD STRUCTURAL PANEL SHEAT)IING p o TO EACH STUD, BOTTOM AND TOP PLATE AND Z(S BLOCIONG WITH 8d NAILS®3"O.C.INSTALL ONE PIECE OF SHEATHING VERTICALLY BTWN;TOP 8 BOTTOM PLATE O BREAKFAST m N I'-g GI-1 2-3' R,O.FOR PEUA W S'MNG FULL HEIGHT(1 139ff)VALL SEGMENT FRENCH DOOR FULL HEIGfT W_Er) WALL SEGMENT N Y 2xG BLOCiVNG 2)s ELoCtING ®24'O.C. zaa o-c. erg.STUas-TYP, OTWH.STUDS-TYF. o — m o D S!MPSON SIRONG-TIE Lr) CAPACIar 300 Ib) FULL HEIGHT I I 1-9')WAU_SEGMENT CU 2x6 BLOCKING @ 24'O.G. 51MRSON STRONG-TIE m B HOWTWN.STUDS-TYF. O DOWN D I cAPAcrTY 7,300 lb) FAMILY ROOM FRAMING OF < 31" WIDE WALLS AT CORNERS N.T.S. AlddNom s Renow"oms at Nye EGAN RESIDENCE I PUTKAMAYE' COTUIT,MA D m CS) Lw m A 06/15/2008 16:13 5082406246 IRENA SUMBERA PAGE 04/04 fie- 16:Fci .:Sret' .T2E_Tlkii--l': A--.0203,8.'• 1Q, 4 to hir ' nnovaiioris, Inc'.. , . Po :F36X 0.36:. gap • ti € ' a tW i piny j. �:07Y�� ' t�a.the~ �aicaae..fcrr.�urgki ,tyf il.: agin rl��:' � cl� � .::: Ok, ck 1'" t':# ►�e. omgZis .t i:. z�:. ".10 m'p"h qj pry �'�a��,`tfiv:e��t'avc.;strait.I�a 'is tt�� �7ia�ar:1�'ceplang�i fiailoon 'r zrae-'& v�aiJ..;.: •;: lor,x. u iv g:: i xs t i eject-. lf:y' �e'ar�y qu ti..axis,.pi. 'f l... .c .. • < .. � ., 'gin,�....p...R.�.n:�^. � .. p9� " u�." : Sw�rts0'ra P.E. 06/15/2008 16:16 5082406246 IRENA SUMBERA , PAGE 01/03 Ole � ��s (50b 5/D CTI, ' z V � w , �a + cZc� c Pik) c6- Co� Go v*,ays otS- Ckct04 @-c/ SoU,, twov 06/15/2008 16:16 5082406246 IRENA SUMEERA PAGE 02/03 wahSon:.S� lCl� 'Y '1.: Yd . ..': fax 2056• ':. R6--, 5 e lct�c s:.�.5' 3(37}� ).Car Fir:.' �• 3ae! (�T; aI;";` i£)l lhe W p}1o�'� :.. . ;. ,• ; : .,'���:k:�i�-C fcr��crxi,�i �`t�'�kie'�'A{➢.,rz� .t���d,: rcr�5io�s�'..�he ���i:��'�tud l �h'��th'�.:' :�': .' ; . m�d I as 'V : a'r'.4v *is iQsi� '' `lei f l: t . v�.. pp�y}}.gyp ....' ... .�u y u 9RZCtt' 449 m tL 6 a 20 1/2° 10 r' m y 0 m R.O.FOR P€LLA S1IOING 2d,BLOCKING FULL HEIGHT(V9') WALL 5eGMENT .1 00 FRENCH PDOK @ 24'O.C. :, L F, BTWN.STUDS-TYP- o Ilk F' SI bAP50N STRaNG-TIE O "010 DOWN N r CAPACIT'7.300 Ib) UI m c - NOTE: ri A z m AT FULL HEIGHT WALL SEGMENTS: NAIL Mild.7/16"WOOD STRUCTURAL PANEL SHEATHING p o N, TO EACH STUD,BOTTOM AND TOP PLATE AND 2x6 BLOCKING m WrTH Bd NAILS 0 W O.G.INSTALL ONE PIECE OF SHEATHING a_ VERTICALLY BTA4.TOP&BOTTOM PLATE o[ BREAKFAST o oi Lo Nr R.O,FORPELLA IN 9NING Pi1ll FiBC T(I 19')W41L56GMEVS FREhGH DOOK FULL HEIGHT(09') V/AlL 5EGMENT 2�C OIOCRUJG 2xG BLOCKING @ 24'O.C. @ 24.0-C. F I BTWW.STUDS-1w, o BTWN.5TUD5-T}'P. m D SIMf5oN smoNG-n-p HOLO CA C 300 ) FULL NE R1T 0 I e)WALL5EGMENT C7 2m6 BLOCIUNG @ 24'O.C. SIMPSON STRONG-TIE E)TWN.5TUDS-TYF. "CLO DO D 7 CAPACITY 7,3001b) tiFAMILY ROOM FRAMING OF < 31" WIDE WALLS AT CORNERS N.L.S. Ad Utkms&RenwAdions at the EGAN RESIDENCE IS parr>N WAYE., CDTUIT,MA � D G7 m m w m w f RESchack Software Version 4"1"2 a 1 Compliancy Certificate i Project Title:Architectural Innovations, INc Report Date:04110/08 Data filename:Untitled.rok Energy Code: Massachusetts Energy Code Location: COWL Massachusetts Construction Type: 1 for 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: Is% Heating Degree Days: 6137 Construotion Site: Owner/Agent: Designer/Contractor Egan Residence Archltec4aal innovations,Inc Colony Insulation,Inc, 15 Putnam Road PO BOX 2065 28 Jonathan Bourne Drive Cotuit„MA Cotult,,MA 02035 Pacassat„MA 02559 508-128-4219 50"63-5048 Compliance:5.6%®after Than Geode Maximum UA:413 Your UA:380 aLJA Perimeter U-Itactor Ceiling is Flat Ceiling or Scissor Truss 1276 80.A 0.0 45 Calling 2:Cathedral Ceiling(no attic) 486 21.0 0.0 23 Wall 1:Wood Frame,Ier CA 1540 21.0 0.0 a8 Wall 2:Wood Frame,16"o.o. 840 14,0 0.0 37 Window 1:Wood Frame:Double pane with Low-E 276 0.350 97 OW 1:Solid 21 0.350 7 Door 2.Glass 76 01350 27 Floor 1:All-Wood Joistfrruss:Ovar Uncanditicned Space 1496 21.0 0.0 66 CWPI10MV Statement The prWsed building design described here Is consistent with the building pl0m,speWealions,and other calculations submitted with fhe permit application_The proposed building has bean designed to meet the Msssaduoeft Energy Code requirements In REScheck Vemlon 4.1.2 and to comply with the mandatory requirements listed in the RFScheclt Inspection Checklist. The heating load for this building,and the cooling load If appropriate,has been determined using the applirab a Slandani Design Conditions found In the Code,The HVAC equipment selentod to heat or cool the ding all be no gmi the 125%of the d66ign load as spa d in Sections 7800MR 1310 and J4.4. 6 Name-Tide g na Date Pro)ect Title;Architectural Innovations, INc Data Al®name: Untilled.rck Page 1 of 4 Report data:0a/10106 zoom] NOUV11190 Au0100 LTTMS909 XV3 20:CT 8009/0T/h0 r REScheck Software Version 4.1.2 Not inspection Checklist , Data:04/10/08 Ceilings: ® Calling 1:Fiat Ceiling or Sclasor Truss,R-30.0 cavity Insulation Comments: CI Ceiling 2:Cathedral Ceiling(no aide),R-21.0 cavity Insulation Comments; Above-Grade Wants: d Wall 1;Wood Frame,I ON ox.,R-21.0 cavity insulation Comments; (]Wall 2:Wood Frame,161 c.c.,R-14.0 cavity insulation j Comments: II IlYittd0lNs: 1 ❑Window 1:Wood Frame:Double Pane with Low-E,U-factor;0,350 1 For windows without labeled U factors,describe features; #Panes..®-Frame Type Thermal Break?—Yes_No Comments: Wors: 0 Door 1;$olld,U-Factor 0.350 Comments; ❑Door 2:Glass,U-factor:0.360 Comments: Floors: ❑ Floor 1:All-Wood JoISMuss:Uver Unconditioned Space,R-21.0 cavity insulation Comments: Air Leakage: Joints,penetrations,and all other such openings In the building envelcpa that are sources of air leakage a ra sealed. When Installed in the building envelope,recessed lighting fixtures#meet one of the following requirements; 1• Type IC rated,manufactured with no penetrations between the Inside of the recessed fodum and gelling cavity and sealed or gasketed to prevent air leakage into tha unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Uc)air movement from the the conditioned space to the calling cavity.The lighting itKture has been tested at 75 PA or 1.57 Ib%V preaSure difference and shall be labeled. Vapor Retarder: Installed on the warm-In-Writer side of all non vantad framed ceilings,walls,and floors. Materials identifloaflon: Materials and equipment are identified so that 4ompllance can be determined. Manufacturer manuals for all Installed heating and cooling equipment and service water heating 04uipment have been provided. © Insulation R-values and glazing U-facWm are clearly marked on the building plans or specifioations. i] Insulation Is installed according to manufactvreea Instructions,in eubstenllal contact with the surfroe belnl;insulated,and in a manner that achieves the rated R-value without compressing the Insulation. Project Title;Architectural Innovations, INo Page 2 of 4 Data filename;Untlded.rck Report data:04/10/08 c0018 N0I1V'If1SNI AN01100 LTTOP99909 YVd 90:cT 9009/OT/b0 Duct Insulation: Ducts are Insulated per Table J4.4.7.1. [lust Construction: All accessible joints,seams,and connections of supply and return ductwork located outside conditioned specs,Including stud bsya or joist caviliesispaces used to transport air,are seated using mastic and fibrous bacd6ng tape Installed according to the manufacturer's Installation InstrucOone.Mesh tape may be omitted where yaps are low than 118 inch.4uct Ispa is not pem>Hted. d The HVAC system provides a means for balancing air and water systems. Temperature Controls: d Thermostats exist for each separats HVAC system.A manual or automatic means to partially restrict or shut OR the healing and/or cooling input to each zone or floor Is provided. Heating and Coating Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1910 and AA Circulating Hot Water Systems: Circulating hot water pipes are Insulated to the levels in Table 1. Swimming Poole: All heated swimming pools have an onloff heater switch and a cover unless over 20%of the heating energy is learn non-depletable sources.Pool pumps have a time clock, Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below 65 degrees F are insulahad to me,levels in Table 2, Project Title:Architectural Innovations.It4c Pop 8 of 4 Date filename:Unfltied.rck Report data:04/10/08 VOOZ NOLLV1119 1 AN0,10) LTT9b99809 Wd 90:9T 900Z/OT/60 Table 9:Minimum lnsuiStion Thickness for'Circulating HOt Water Pipes insulation Thickness In Inches by Pipe Sizes Non.Clroulating Runauts Cimulanno Mains and Runauts Rested Water up to 1" Up to 1,25" 1.5"to 2.(r Over 2" Tem mturg "F 170.1 0. TO i_6 2. 140-160 0.5 O,S 1.0 1.5 100 130 0.5 0.5 0.5 1.0 Table 2:Minimum insulation Thickness for HVAC Pipes Insulation Thickness In Inches by tripe Slims Piping System Types Fluid Temp,Range( F) 2"Runouts 1"and Less 1.25"to 2.0° 2.6"to 4" Heating Systems Low Pressure/Temperature 201-260 1.0 1.5 1.5 2.0 Low Temperature 120.200 0.5 1.0 1.0 1.5 Steam Condensate(for feed Water} Any 1.0 1.0 1.5 2.0 Cowling Systems Chilled Water,Refrigerant and 40.55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD.(Building Deperhnent Usa Only) i E Project Title:Arahitactu►al Innovations,INc Page 4 of 4 Date imams;Untiltad.mk Report date;04/1ON 900 N0UY1a9NI ALNVIOD LT1099908 %Vd LO:CT 900VOT/b0 AWC Guide to Wood Construction in High Wind Areas: .1.10 mph Wind Zone Massachusetts Checklist for Co>r p iance (780 f:MR 5301.2.1.1)' Q Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust) ...................... ........................................ .................................................110 mph k- Wind Exposure Category....... ........................................................... .....................................I.......................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories Roof Pitch ........................ .. . (Fig 2).................................................. :I'X 512:12 MeanRoof Height ......................................... ....................(Fig 2). ........................... ................. .W ft 5 33' tI BuildingWidth,W...............................................................(Fig 3)................................................ .(ft 5 80' Imo_ BuildingLength, L ............................................................. (Fig 3).......................I....................... ..$' ft 5 80' _ Building Aspect Ratio(L/W) ........................................:......(Fig 4).................................................�' 5 3:1 Nominal Height of Tallest Opening2 ................................... . "(Fig 4)................................................ *-tr s 6 8 t/ 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............... ........... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..... ..................................... .. ConcreteMasonry .....,..I... ..................I................ ........... ............................................................... 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general .......... ..................... ....... (Table 4)..........,.................................... _&J'k in. Bolt Spacing from end/joint of plate ..........I.....I...........(Fig 5). .................. .......... ......&in 5 6" 12" Bolt Embedment-concrete........................................(Fig 5).........:.......................................Win.z 7" L/ Bolt Embedment-masonry.........................................(Fig 5)............................I............... in.a 15" PlateWasher...............................................................(Fig 5)...............................................43"x3"X% _-__' 3.1 FLOORS Floor framing member spans checked ................................(per 780 CMR Chapter 56)...................... ✓� Maximum Floor Opening Dimension.................... ...............(Fig 6)..............................:..................."_"ft ft 512 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................: ...........Maximum Floor Joist Setbacks r , Supporting Loadbearing Walls or Shea►wall................(Fig 7)....................:................................ 0 ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................J ft s d V FloorBracing at Endwalls...................................................(Fig 9)..............................,......:.,.......................... . _jam. Floor Sheathing Type ........................:...............................(per 780 CMR Chapter 55)........................... ........ _L-1 Floor Sheathing Thickness ..........................................:.....(per 780 CMR Chapter 55).p,.................... in, -too Floor Sheathing Fastening...........:......................................(Table 2)... d nails at__(it_in edge/ Min field -�e- 4.1 WALLS Wall Height Loadbearing walls....................................:.,,:,.............,(Fig 10 and Table 5)....................... ¢ft s 10, Non-Loadbearing walls..........:.....:........:......................(Fig 10 and Table 5)........................., 6 ft s 20 L Wall Stud Spacing .................................I....(Fig 10 and Table 5)................... in.s 24"o.c. . Wall Story Offsets .(Figs 7&8)..................... 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x ft in. V Nan-Loadbearing walls................................................(Table 5)..............................2x ,� ft in. Gable End Wall Bracing' Full Height Endwall Studs,.:.............................::....,..;..(Fig 10)...........:....:.....:........................................... AAA WSP Attic Floor Length.................I.................I...........(Fig 11)...........:.,. ft aW/3 '~~r"` Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............,.................................. ft a 0.9W and 2 x 4 Continuous Lateral Brace a@ 6 ft.o.c. ,. (Fig 11).............................. . or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays, Double Top Plate Splice Length ...............................I......(Fig 13 and Table 6)........................................,ft _A..L_ Splice Connection(no. of 16d common nails) .............(Table 6)................. , 'A WC Guide to Wood Construction in High Wind Areas: 1.10.mph Wirral Zone Massachusetts Checklist for Compliance (780 CMR5301.2.1.t)' Loadbearing Wall Connections Lateral(no, of 16d common nails)...............................(Tables 7)................. v Non-Loadbearing Wall Connections " ""' """" �" Lateral(no.of 16d common nails)................................(Table 8).. Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9,) Header Spans .........(Table 9).................................. .(a ft.� in.511, V ........•..................... Sill Plate Spans (Table Full Height Studs (no. of studs)................................... 9). ..............,..............., (�ft in. 5 11' 1.G ...................................(Table 9)........,......,.,.....,................................ S Non-Load Bearing Wail Openings(record largest opening but check all openings for compliance to"Table 9) HeaderSpans......,....:.................................................(Table 0). ,............................... � Sill Plate Spans. I """""""""" ft„�in.5 12' Full Height Studs (Table 9). .............................. .�ft O in. 512" y g s(no.of studs .................................... Exterior Wall Sheathing to Resist U lift nd t (Table 9)........................................................ - ^� 9 A and Shear Simultaneously Minimum Building Dimension,W Nominal Height of Tallest Opening2V Sheathing Type.............................................(note 4)...................:................. .............. r M 5 6-8- Edge Nail Spacing......................................... Table 10 or note 4 if less) 3 in. r t� Field Nail Spacing...................................... .(Table 10). Shear Connection(no.of 16d common nails)(Table 10). """"""""""' ' in. v Percent Full-Height Sheathing................... (Table 10 ......................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..,..... ' Maximum Building Dimension,L "' " Nominal Height of Tallest Opening2 6'8" Sheathing Type.............................................(note 4)............,..... .................: ............... ' e (i Edge Nail Spacing -- -- p '" p g.............................. -� (T less)....................... in. Field Nail Spacing..............*.. ..........,..(Table 11)r note 4 if ie .........,. ...................................ice.in. yG Shear Connection(no.of 16d common nails)(Table 11)...................... Percent Full-Height Sheathing ... """'••'".......................(Tame 11j................................................ %5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)......... Wall Cladding v Ratedfor Wind Speed?............................................................. .......:..... 5.7 ROOFS .................�1�.� ,.. ..... �,,' Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) V Roof Overhang ...................................................(Figure 19) !! 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.......................................... (Table 12), Lateral......... ......(Table 12)• .................. ...................U=? pf Shear........ ................................... (Table 12), ..,....•,........... ....L=Ia plf �w ..................................... _ p - Ridge Strap Connections,if collar ties not used per page 21... (Table 13) •........................�� if 13)."...... plf ,1C Gable Rake Outlooker................... .........(Figure 20) �ft s smaAer of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14). U= Lateral(no.of 16d common nails)...(fable 14)................. L= !b.Root Sheathing Type........ ,....,.. AVA ...(per 780 CMR Chapters 58 and 59 Roof SheathingThickness...,... . . ) Roof Sheathin Fastening, :(Tablt3.z):............................. . in.a 7/160 WSP Joe— Notes: ........................ .............. . .................................. _ 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure.1.8b i 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing f requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior wails shall be a minimum 2 in.nominal thickness pressure treated#2-grade. . i - i � ✓ram P�,�. r�o�✓df� _ Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 109606 Expiration;`9121/2008 Type: Private Corporation A I ENTERPRISES INC. ,`:-- PETER POMETTI--.,. 140 UTTLE RIVER RD;T_ ,t,. ...., COTUIT,MA 02635 Deputy Administrator x w gal 04/g do sand Standards Board of Budding eg P Construction Supervisor License License: CS 50457 Expftion_4h912010 Tt# 22406 °+ � rRestriction 00 PETER M POMETTI � PO BOX 2056 . COTUIT,MA 02635 Commissioner The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information a g 1 Please Print Leibly Name(Business/Organization/Individual): -C-n Address: PO 6cK aO 5(o City/State/Zip:(20`1V / Mri Oafo Phone.#: 50 Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with k 4. ❑ 1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction t. 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in an capacity. employees and have workers' y p �'• t 9. ❑Building addition [No workers' comp.insurance comp.insurance. 1Q. Electrical repairs or additions required.] 5. ❑ We are a corporation and its ❑ P 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.E Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. Iam an employer that is providing workers'compensation insurance for my employees.,Below is the policy andjob site information. Insurance Company Name: Policy#or Self-ins. Lic.#: 0 6 78`-1 7,t a T"'© � /Expiration Date: b 7 / 8 ;L O e 8 Job Site Address: r y"/nO V'e— City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statemerit may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cer fy ynder the ins andppeenalties of perjury that the information provided above is true and correct. Si ature:— -Qi4 raWO�' Date: 8 06 c`) Phone#: 608. �� Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees: 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 representative's 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-contractor(s)name(s),address(es) and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit(license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"Lhe 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 io 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 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 Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-72.7-4900 ext 406 or 1-977-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia RightFax 314-2 8/30/2007 11::51: kS AIR Ij,tivlc vv0r vv%j A �.• ---� -- AGAR®. CERTIFICATE 4F INSURANCE DATE(MMIDDWY) 08-3G-07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE • HORGAN INS AGCY INC HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 44 BARNSTABLE RD B ALTER THE COVERAGE AFFORDED EY THE POLICIES BELOW. PO BOX 250 COMPANIES AFFORDING COVERAGE HYANNIS,MA 02601 COMPANY 28YBF A CONTINENTAL CASUALTY COMPANY INSURED COMPANY a A I ENTERPRISES INC COMPANY I PO BOX 2056 C COTUIT,MA 02635 COMPANY d D COVERAGE 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 AFFORDED BY THE POLICIES DREMENT,TERM ORESCRIBED HEREIN IS SUBJECT TO ALL TNDITION OF ANY CONTRACTOR HE TERMS,EXCLUSIONS AND CONDITIONS Of SUCH POLICIES.DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE Y BE ISSUED OR MAY PERTAIN. ALIMITSSH OWN MAY HAVE BEEN REDUCED YE PAID CLAIMS. CO POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER DATE(MMIDDWY) DATE(MM%DDIYY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMNOP AGG. $ CLAIMS MADE OCCUR, PERSONAL&&ADV.INJURY $ OWNER'S&&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ MED.EXPENSE(Anyone person) $ AUTOMOBILE LIABILITY ANYAUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY(Per Person) $ SCHEDULE AUTOS BODILY INJURY(PerAcddent) $ HI RED AUTOS PROPERTY DAMAGE $ NON-OWNED AUTOS GARAGE LIABILITY • ANY AUTOS AUTO ONLY-EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGREGATE $ EXCESS LIABILITY UMBRELLA FORM EACH OCCURRENCE $ OTHER THAN UMBRELLA FORM AGGREGATE $ WORKER'S COMPENSATION AND A EMPOLVER'S LIABILITY LIB-7847A264-07 07-18-07 07-18-08 STATUTORYLIMITS X THE PROPRIETOR/ EACH ACCIDENT $ 500,000 PARTNERS/EXECUTIVE X INCL DISEASE-POLICY LIMIT $ 500,000 OFFICERS ARE: EXCL DISEASE-EACH EMPLOYEE $ 500,000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLESIRESTRICTIONSISPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES SE CANCELLED BEFORE THE TOWN OF BARNSTABLE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TOMAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT 200 MAIN ST FAILURE TOMAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OFANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. HYANNIS.MA 02601 AUTHORIZED REPRESENTATIVE Dennis Chook8SZI3 ACORD 26-8(3193) • 4 °FSHETpk, Town of Barnstable • r Regulatory Services ■ 4 " * BARNSTABLE, y MASS. Thomas F. Geiler,Director �'ATfn►%�"�� 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 Property Owner Must Complete and Sign This Section If Using A Builder /-),a re-S a. F , as Owner of the subject property hereby authorize �� �' me7T/ -Z Ei7,�� /fSeS , X. to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of job) Signature of Owner Dat Yl Print Name If Property Owner.is applying.for permit please complete the Homeowners License Exemption Form on the reverse side. QTO PM&OWNERPERMISS ION Town of Barnstable let THE rp�� Regulatory Services " Thomas F. Geiler,Director + BARNSTABLE, ' f - - Z, MASS. �A 1639. A,� Building Division TFO � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-623..0 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. s _ DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fonn/certification for use in your community. Q:forms:homeexempt i n f Y T tj A-btu.- � � r I } 4bc — Town of Barnstable Geographic Information System April 11,2008 AV 4P #58 4 D36033 " I , 40 _ R - p { 036043 1,415 036050 * k #33 036034 #sir' 36006 • fir_ 014 � 4 1 i s C36(lib £ #737 036035 I# + - a . hr 036060 Ma 036 Parcel:043 , + DISCLAIMERS.This map is for planning purposes only. It is not adequate for legal �' Selected Parcel LJ N boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner GOODSPEED,ADDIE L Total Assessed Value:$616300 1.=100'may not meet established map accuracy standards. The parcel lines on this map ' are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:%EGAN,THERESA A Acreage:0.28 acres Abutters W E boundaries and do not represent accurate relationships to physical features on the map Location:15 PUTNAM AVENUE such as building locations. Buffer S Parcel Detail Page 1 of 3 -77 Logged In As: Parcel Detail Friday, Ap �-+ Parcel Lookup Parcellnfo ._._Parcel ID 036-043 Developer Lot 1 _...._ _., ...... _:. . _ .... Location 15 PUTNAM AVENUE I Pri Frontage 1109 ...__....__........... __.. _. Sec Road Sec i...._ Frontage I Village COTUIT I Fire District ICOTUIT Sewer Acct Road Index .1324 t Asbuilt Septic Scan: Interactive � - 036043_1 Map - Owner Info Owner GOODSPEED, ADDIE L co-owne %EGAN, THERESA A Streetl 1220 MAIN STREET _ I Street2 city COTUIT I State MA zip,02635 Country(US - Land Info Acres`0.28 Use Fam MDL-01 I ' zoning jRF Nghbd 10113 Topography level I Road Paved utilities[Public Water,Gas,Septic I Location Construction Info Building 1 of 1 Year" _. _ ._ _. Roof t .. ..,.- .w. Ext 1900 I Mansard g I Wood Shin le Built- Struct` Wall I Effect�1642 l Roof lAsph/F GIs/Cmp AC i None Area Cover Type -- Int r_ m,. Bed Style Conventional I Wall 1Plastered I Rooms i4 Bedrooms l Int Bath !" m Model;Residential I Floor,Vinyl/Asphalt _ µI Rooms;1 Full + 1 H Total i Grade Average Plus I Type Steam I Rooms 17 Rooms I http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=2346 4/11/2008 Parcel Detail Page 2 of 3 W K Found- Stories 2 Stories Heat;Gas Foundical Fuel ation Typical " Permit History,.. Issue Date Purpose Permit# Amount Insp Date Comm 9/11/1998 New Roof 33269 $2,000 6/1/1999 12:00:00 AM - Visit History Date Who Purpose 3/20/2008 12:00:00 AM Nancy Finch ` Drive by inspection only 6/15/2005 12:00:00 AM Paul Talbot Meas/Est 9/12/2002 12:00:00 AM Paul Talbot Meas/Listed 7/8/1999 12:00:00 AM Frederick Stepanis Meas/Listed - Sales History _.. Line Sale Date Owner Book/Page Sale P 1 12/24/2006 GOODSPEED, ADDIE L 441/430 2 8/18/1998 GOODSPEED, FLORENCE *DC 11640/312 3 2/15/2008 EGAN, THERESA A 22675/123 4 2/15/2008 GASPERONI, SALLY E 22675/121 Assessment History_ Save# Year Building Value. XF Value. OB Value Land Value Total Parce 1 2008 $177,500 $2,300 $0 $436,500 3 2007 $177,500 $2,300 $0 $436,500 4 2006 $152,600 $2,300 $0 $395,500 5 2005 $132,900 $2,100 $0 $360,900 ; 6 2004 $129,000 $2,400 $0 $360,900 7 2003 $61,000 $2,300 $0 $65,500 ; 8 2002 $61,000 $2,300 $0 $65,500 9 2001 $61,000 $2,400 $0 $65,500 10 2000 $62,900 $2,200 $0 $38,500 11 1999 $47,300 $1,900 $8,800 $38,500 12 1998 $76,200 $1,900 $8,800 $38,500 http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=2346 4/11/2008 i Parcel Detail Page 3 of 3 13 1997 $57,400 $0 $0 $38,500 14 1996 $57,400 $0 $0 $38,500 15 1995 $57,400 $0 $0 $38,500 16 1994 $60,600 $0 $0 $43,300 17 1993 $60,600 $0 $0 $43,300 . 18 1992 $69,000 $0 $0 $48,100 19 1991 $93,100 $0 $0 $51,300 20 1990 $93,100 $0 $0 $51,300 21 1989 $93,100 $0 $0 $51,300 22 1988 $83,200 $0 $0 $30,400 23 1987 $83,200 $0 $0 $30,400 24 1986 $83,200 $0 $0 $30,400 Photos Fyn 1 � s4: 1G �! e x R. V� http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=2346 4/11/2008 . Engineering Dept.(3rd floor) Map ©t 3'A Parcel O Permit# House# / `� - Date Issued (— r :30[1:00- ) Fee n ice - . - 9:30/ 1:00=2:00) � T4afminglJept. (1st floor/School Admin. Bldg.) THE ��7 i ive ppr Planning Board 19 ; BARNSTABLE. t - MASS p s639• �' TOWN OF BARNSTABLE. Building Permit Application Project Strdet Address VillageT1��?" ` Owner � � ,S' Address Jelephone Permit Request %2 � Y• J I -First Floor square feet Second Floor square feet s Construction Type Estimated Project Cost $ d Zoning District Flood Plain Water Protection 4, Lot Size Grandfathered ❑Yes ❑No CJ Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) �\Number of Baths: Full: Existing New Half: Existing New S No.of Bedrooms: Existing New Total Room-Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# - Current Use Proposed Use Builder Information Name ezcdv�10 �.,r�de Telephone Number Address 12 ZuOWQZ Z,& License# Home Improvement Contractor# i Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO .9 SIGNATURE oe DATE B �14 NIED F THE FOLLOWING REASON(S) � r -�: FOR OFFICIAL USE ONLY " PERMIT NO. ✓ 32 DATE ISSUED_ MAP/PARCEL NO. ADDRESS VILLAGE y F Y OWNER DATE OF"INSPECTION: FOUNDATION FRAME , i INSULATION FIREPLACE " ELECTRICAL: ROUGH ,' FINAL - PLUMBING: ROUGH FINAL ' , GAS:'• ROUGH ' FINAL = ► ' FINAL BUILDING ,DATE...CLOSED OUT ° ► - ' ASSOCIATION PLAN NO. ; 7 7Ise Commonwealth of Massachuse= Department of Influstrial Accidents �'�� Ofllce al/oyestlOstloos ` 600 Washington ShrW Boston,Maser OZlll Workers' Com ensad n Insurance Affidavit came• �if�>/sly ��✓� location• 42 C�'swd TY' t itv / Mir , phone# ❑ I am a homeoww performing all work myseif. ❑ I am a sole proprietor and have no one worlds in env C==LV I am an employer providing workers' compensation for my empiovees working on this job. comoonv name• address• i)�//1i1/� / I dtv phone* 61 Z2,S , insurance cn. J nikv ❑ I am a sole proprietor,general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: comnanv name: CHIP Insurance ctt. ... .�,V:. •• .... . ie,•R .. . . ,. »«j...�«lw. ..:., . comnanv name., address• . shone� . . • ....:.�. ."�» dty nspraneect:. . .,�,.:.;xxV,,...<;�:.ros�;�:... :,...:,,�.:v:�:�:..:eta... icv#• .. . • . �i�a,;ti•..:eo': ..,�:% '�.��.,.. Fsitnee to se-ctets eorenCe as regmrt d under Section 2SA of:1IGL 132 can lead to do imposition of criminal penalties of•me up to SI.NUO aadtor ana years'Imprimm ens as well as civil penalties in the form of a STOP WORK ORDER mad a Mo of SI00.00 a day against um I tmdesstaad that s copy of"stmtmum maybe forwarded to the Ottbes of Iaredgadons of the DIA[or cove we wesi8asdow !do herrby certify under the paver ti rd penalties of perjury that die mfonnation provided above is later mmd earnet sigsanue „�y ./.Ll./ Print name - -- oiOcial nee only do not write in tits area to be completed by city or town omdai city or tot": Pesmtillle p OBoard I Deportation 1 ❑chador Immediate response is rsgmesd Dsetactrnews Oince D ko"Department contact person: phone ih. DOther_� ucnr 9/95 PIAI Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any cam' of hire, express or imp lied. oral or written. An employer is defined as an individual. parmership, association, corporation or other legal entity, or any two or sore of he foregoing engaged in a joint enterprise.and including the legal representatives of a dece:ued employer, or the uvstee of as 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 occupamt of the dwelling house of ,..,,—..�.., t...,�,. r house or on the�= o: o:......... ...... lo;s re:s..._ _o do maintenance construction or repair work an such dwelling building t thereto shall not because of such employment be deemed to be employer. MGL chapter 152 section 25 also states that every state or local licensing agency snail withhold the issuance or renew of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who ha not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neiiherthe commomvealth nor any of its political subdivisions shall enter into any contract for the performance of public work until. acceptable evidence of compliance with the ins"'''nCC regwrementS of this chapter have hem presented t0 the coaaz�*"'v authority. ON Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to yoursrtaatian and sddress and phone numbers along with a certificate of insur:M "as all affidavits maybe supplying�P�'yes,submitted to the Department of bWusaiak 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 have any application,forte or license is being not the D artment of Industrial Accidents. Should, . questions the"law'or if l�ou compensation policy,please call the Department at the nnnber listed below. are required to obtain a workers' ,:;:; ckty 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 ffi out in the event the Office of luvesdgationt has to caaut=you repuUng the applicauL Please be sure to fill in the pie number which will be used as a reference number. 'The affidavits may be n2mied In the Depsrtme it by mail or FAX unless other arrangements have been made. The Offiu;of Investigations would lice to thank you in advance for you cooperation and should you have any questions.. please-io not hesitate to give us a call. . The Depr+raaent's address,trh:phone and fax mmzber. The Commonwealth Of Massachusetts Department of Industrial Accidents emce of imlestloadow 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 r� FINE Tplt,. The Town of Barnstable BAMSTABM 9� 16 9. ,0�' Department of Health Safety and Environmental Services ArED�no't° Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner 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. GCS Type of Work: Estimated Cost , Address of Work: Owner's Name: Date of Application: Fz TAr 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: D Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav T& o�✓ aclu�ae(s DEPARTMENT OF PUBLIC SAFETY CONSTRUC;Tl-ON"SUP ERVISOR LICENSE E. Numbers =xpires: PO BOX 481; S YARMOUTH, MA: 02664 GTE P�la�g�✓u�dk�r. HOME IMPROVEMENT CONTRACTOR Registration 100497 Type - INDIVIDUAL Expiration` . 06/18[00 _. DAVID R. COX f� �1�9�AVENDER LN �`�YARTMOUTH MA 02673 ADMINISTRATOR Town of Barnstable *Permit# 826919 Expires 6 months rom issue date Regulatory X-PRMS,4&N�p Thomas F.Geiler,Director � iSNrs10 uilding Division OCT 3 1 2005 Tom Perry,CBO, Building Commissioner 500Z j:P, .1j0 200 Main Street,Hyannis,MA 02601 TOWN OF BARNSTABLE � ����jj www.town.barnstable.ma.us Office: 508-862�1 HU SS3Hd-X Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X Press Imprint ip/parcel Number 6 t,C) C-� 3perty Address I Pa t imam 4idential Value of Work Minimum do of$25.00 for work under$6000.00 vner's Name&Address (l 1 j G-P_ 7i A Jam' mtractor's Name Telephone Number—6 0 )me Improvement Contractor License#(if applicable) ►nstruction Supervisor's License#(if applicable) O 5 lWorkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner MI have Worker's Co��m11pensatiion Insurance ;urance Company Name orkman's Comp.Policy# )py of Insurance Compliance Certificate must be on file. rmit Request(check box) / l-7 Ke-roof(stripping old shingles) All construction debris will be taken to Bc�� ❑Re-roof(not stripping. Going over existing layers of roof) �e-side ❑ Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Ho Improvement Contrao&rs Licens ' required. GNATURE: 'orms:expmtrg vise071405 .t ., Town of Barnstable *Permit# 20FIE Expires 6 months from issue date Regulatory Services y f_ Thomas F.Geiler,Director APR 31EW.iS 4Wf:j.J0%wilding Division OCT 3 1 2005 Tom Perry,CBO, Building Commissioner 500Z 130 200 Main Street,Hyannis,MA 02601 TOWN OF BARNSTABLE BB tt��v www.town.barnstable.ma.us Office: 508-862° 5'� d �5�Ud-� Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint ap/parcel Number 40 Q d'/ roperty Address Pei t v1G M esidential Value of Work 00 Minimum 4 of$25.00 for work under$6000.00 wner's Name&Address ontractor's Name Lj 4, � t� Telephone Number ome Improvement Contractor License#(if applicable) 6 S onstruction Supervisor's License#(if applicable) Workman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner [-I have Worker's Compensatition Insurance urance Company Name MAY Y �br� ins orkman's Comp.Policy# C r'n 910 opy of Insurance Compliance Certificate must be on file. ermit Request(check box) / Ej Ke-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) �e-side ❑ Replacement Windows. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Ho Improvement Contrac rs Licens ' required. IGNATURE: :Forms:expmtrg evise071405 Boar Boara of Buiiding Regina '0�s and �dards - Ore �L ®rl' Place a J Rooms I = I r Bostom maswhusetts 108 lfc�ne fin-pro vme�KVO�t for Registration t - Recistration: 26858 Type; SHAWN GtLFOY CONSTRUCTION � y' Eicnira�io� 7 3Q 2�, .',:�HAWN C3IL OY fSVILLE RE) FALL A CUTF.,; IMA 02536 7ild"fe k-address and seaman Car-i_ e ems} a E Lust Ua d . � ZG ,.A�Ycl77.ft??✓J}F.fLLl� fi�.✓��CL�7�fICf7�lGQ�,rs as re&see se # 'r OVEMEN' CONTRACTOR H € d au V:iP eF a use �> Ra'�s �E e�u�§3un$&s� �aQisr�gf�iiSrE�€�° s' .z€ Hugo. iag Renoir-fiam amp s� & •� /girt^ � Ashhuri_t3n place s. J�a f 0 r ' Town of Barnstable aFTMe rqk, ti Regulatory Services t � Thomas F.Geiler,Director �fc Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403$ Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Ownex of the subject property � 1 hexeb authorize dJ G 6-1 it Z _ to act on my behalf Y in all matters relative to work authorized by this building permit application for: (Address of Job) Si.gna a of Own Da Print Name Q:FORMS:OvRgMERIvOSION � a 90 y�89 CT P3��oy3 9 1 E Br.wnan,. PS- IatlJ.Harbor'Point.Rd N GL- �d �A 02637-0361 Pu At rA, _ Co � T, 6A - - L�og� 5 �fevml - - M C M AS 5-c' -cam t 4 S y r SP.e �1► 2 4' 24/ 851� Use wPMMM o AL. , Igoa E • czl�pd elr�-eGlr .. - IL RAMSBEAM V2. 0 - Gravity Beam Design Lil ,ensed to: Dan Braman, P.E. ,-,JOS: Blizard Residence, Cotuit Steel Code: RISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W12X26 Fy = 36. 0 ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 026 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 24 . 00 0. 180 0 . 180 0 . 000 0 . 000 0 . 480 0. 480 SHEAR: Max V (kips) 8 .23 fv (ksi) = 2. 93 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 49. 4 12 . 0 0. 0 1. 00 17 .75 24 . 00 17 . 75 24 . 00 Controlling , 49. 4 12 . 0 0. 0 1. 00 17 . 75 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2 . 47 2 . 47 Max + LL reaction 5. 76 5 . 7.6 Max + total reaction 8.23 8 .23 DEFLECTIONS: Dead load (in) at 12 . 00 ft = 0 . 260 L/D = 1108 Live load (in) at 12 . 00 ft = -0 . 606 L/D = 476 Total load (in) at 12 . 00 ft = -0. 866 L/D = 333 Form No.TT 100E Anti!2007 Page 3 of 3 Figure 1. Cdnstructton details for APA portal-frame design with hold downs - - - OCWBLE POFtTAL FRNPaE(TM1f0 BRACED WALL PANELS) EXTEW OF HEADHR SINGLE PORTAL FRAW(OW RRACM WALL PANEL) �— A SHEATHS FS.LER N PAD i' mm.r X ii2v PST REAM < - _ . FAST&Ai TOP PLATE TO REAWR 4VETE1TWO. t9 R B TYPICAL PORTAL f 16D'' 100D LB •• F40AM OF 160 SMOM MAILS AT 7 O.C.TYP. FRAIK � $ HIoPAER �;• tODO LS STRAP OPPOSITE SHEATHING NO.LSTA24) Tt�cM:T�hI �,. ?ROWS� STRAP ,t. 3'O.C. ' (REF.1 F. �- FASTEN SHEATHING TO HEADER VAM So Cad OR F� , LSTA241 GdiR Y+M4iZE1}R30X NUB IN 3'GRID PATTR 1 AS SHOWN AND 1 EdQ£S SRiaLL BE ALX..HEIGHT I . 3 O.C. nit FRAM(5TU .BLOCKING.AIdO SILLS)TYP. I ,AR�f OQCUR l4-. FORBRACBl�RI WIDTH:=1G FOR ONE STORY i W(tl(#!t 2}'OF k�- , ,: <'a TYP r WIDTH-24'FOR USE IN THE FIRST OF TWO HE66StIT.Ott ROW OF - -� STORIE&FOR USE SEE TABLE 3. TYo SMPAT TO- IS n M.(2)ZXA r ITIE R&AI,(2)2M IF 2X4 BLOCKING IS a 318"tIR F.T§CKMM WOOI? U)BED,THE MIS MUST ST6liJ URtAt PAM L SHEATHING BE NAILED TOGETHER (REV WITH 3 i� . WAIL 4200 LB STRAP TYPE TIE-DOWN DEYE (EMBEO�D STHD14) IN M GONE AND NAILED WTO FlUVAIN ).MTALLED 4-4 PER MANUFACTURER.(REF.MD.STM14.) MIN.UM to TIC 0owk k6N.27C1'=10'PLATE WASHIM OEVIEE(REF. j b ONE 5V DIA.AkK24M BOLT-WITH Ir MIN.EST !!O STHDO) t - - .. ... - ....... ... ._..._:..v......_._.._..._. ._. FOUNIDATWM ROOVE 00 -4- ASECTM _�pp Mla( AT f9R,E1. YAM 0 2007 APA-The Engfneeed(Hood Awochibbn APA T I H N .1 C R T O P I C S Form No.TT-1008 AP612007 Page 1 of 3 A PORTAL FRAME WITH HOLD DOWNS FOR ENGINEERED APPLICATIONS Engineered benign Use While the APA portal-frame design, as shown iri Figure 1,was envisioned primarily for use as bracing in conventional light-frame construction, it can also be used in engineered applications. The ported frame Is not actually a narrow shear wall because it transfers shear by means of a semi-rigid,moment-resisting frame. The extended header is integral in the function of the portal frame,thus,the effective frame width is more than just the wall segment,but includes the header length that extends beyond the wall segment. For this shear transfer mechanism,the wall aspect ratio requirements of the code do not technically apply to the wall segment of the APA portal frame. Monotonic and cyclic testing has been conducted on the APA portal-frame design(APA, 2002 and 2003). Recommended design values for engineered use of the portal frames are provided in Table 1. Design values are derived from the cyclic test data using a rational procedure that - considers both strength and stiffness. The design value derivation procedure ensures that the code(IBC) drift limit and an adequate safety factor are maintained. For seismic design,APA recommends using the Design Coefficients and Factors for light-frame walls with shear panels— wood structural panels. Since design values are based on testing conducted with the portal frame attached to a rigid test frame using embedded strap-type hold downs,design values should be limited to ported frames constructed on similar rigid base foundations,such as a concrete foundation, stem wall or slab,and which use a similar embedded strap-type hold down. References APA,2003, Cyclic Evaluation of APA Sturcl--I FrramecllJ for Engineered Design,APA Report T200248,.APA—The Engineered Wood Association,Tacoma, WA APA, 2003, Cyclic Evaluation of APA Sturd-l-Fume®with 10-ft Height and Lumber Header, APA Report T2003-11,APA-The Engineered Wood Association,Tacoma,WA APA, 2003, Cyclic Evaluation of APA Sturd l-Fr omeS as Well Bracing, APA Report T2002-70, APA—The Engineered Wood Association, Tacoma,WA 7011 South i 9th Street is Tacoma,WA 9W6 Telephone(253)565.0600•Fax Number(253)585-7285 0 2007 APA—The Engineered Wand Assocloon I Form No.iT-1008 April 2007 Page 2 of 3 Table 1. RecammrWK%d allowable design values for APA portal frame used on a rigid berme foundation for vidnd or seismic loading""A ASD Allowable Design Valuers per Minimum Maximum Ultimate Load Frame Segment Load Width Height (pounds) Shear Deilec ton Factor (inches) (test) (pounds) inch 16 8 2,780 1,000 0.32 2.8 10 2,160 600 0.40 3.6 24 8 4 720 1,700 0.32 2.8 10 3,030 1000 0.34 3.6 talDesign values are based on use of Douglas Rr or southern pine framing. For other species of framing,use the specific gravity adjustment factor=[1-(0.&8G)),where 30 specific gravity of the actual framing. This adjustment shall not be greater than 1, (b)For oonstnxtion as shown in Figure 1. *Values are for a single portal frame. For multiple portal frames,allowable design values can be multiplied by number of frames(e.g.,two=2x,three=3x,etc.). (d)Interpolation of design values for heights between 8 and 10 feet is permitted. Technical Services Division D�cl�+rnear � The information contained herein is based on AAA—The Enilkeened Mod Association's continuing programs of laboratory testing,product maesich,and comprehensive ft1d exparfanoe. !Neither APA,nor ifs members make any warranty,expressed or Impitad,or assume any legal Alo ity or responsO Nty for the use,application of,anolar rebrenca to opinkxnrg findings, conciusians,or recommendations Included in this pubiicatan. Consul your toms Jurisd1clion or design professional to assure comptlance with coda,consbucton,and performance requirements Bemuse AAA has no control over quality of woAananship or Me condtlane under which erigineaned wood products am used,It cannot accept mponsibiNy of product parbmience or daslgns es acludgy consbuctod. 0 2007 APA—Tha Engirreefed ftW Assoratiorc A WC Guide to Wood Construction in High Wired Areas: .1.10 nrph Wind Gone Massachusetts Checklist fog- Compliance (7sa CMR 5301.1.1.1)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be Installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of tad staggered at 3 inches on center per figures below Vertical and Horizontal Nailing for Panel Attachment .-MEN THIS EDGE RESTS ON FRAMING UWSd NAp.S ATG*or- 11 - JI � 1-I 11 it 11 - ll• 11 M 1•I 11 11 1 1 1 II Il ,,cc 11 I t ON II Y 11 11•r 1 I. It 'Q•� II 1l � 1 z I t0 (Y Q II � 11 11 11 �y 1 tl 1,1 11 II ll Il 1 1 • I1 � I� 1I 1 . 7/ 1 II II ll 1 it It 11. 1 • 1 it !1 JI 1 II 00UOLEE0GE -------- .1 NAILOPACiIM1Ifd t PANi— of See Catail on Next Page Vertical and Horizontal Nailing for Panel Attachmeni A WC Guide to Wood Construction in High Wind Areas: .1.10 Hiph Wind Zone Massachusetts Checklist for Co.mp:liance('7so CMR 5301.2.1.1)' ! ! { i I MEMBERS 1 1 1 1 1 STAQGEREE? WWJL PATTERN PANEL PANEL EDGED-OUBM KVUL EDGE SPACING DETAIL Detal l Vertical and Horizontal Nailing for Panel Attachment � r Town of Barn-stable Regulatory Services " Miss . . Thomas F. Geiler,Director BaUding Division Thomas perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.to•wn.banirta b le.ma.us Officct 508-862-4038 Fax: 508-790-6230 PLAN REVEEW Owner: 4 C! Map/Parccl: 0 .3(0 c Project Address /"C"t, rh or C-r Builder: q- n fe S The following items were noted on reviewing: No 5'Pczc-s V�v f"e.c t- 4,6e-r ,; C,ei log c rAv)t.PeO Ai o" ANo-r Ammb zonlw ape Li F! c muFo ©u s-rrz*?,p5 REG�ct,l/lE� Go ep-ZiP,�/ _be-fRCL$ ORJ C9:Ar2061 6_,ba&e evgu — z •_ OAu ' lac ` G*;—I �NCz o sr-0re.M 14iv 5�0 y' F rA f- 7 yr Reviewed by:� ✓ /LI'` 4� Date: DIP Q.Focm s:Plnrvw. SMOKE DETECTO S EVIEW D BARNSTABLE BUILDING DEPT. D E- 2q-0' 24-0' FIRE DEPARTMENT D E a a k GIs,' 11'G• 6'-8' 6'-g' g �/TN NATURES ARE REQUIRED FOR PERM! z 2 eel a o BATH f _ oursioE v C Bn0'�w� I SHOWER CARBON MO IOXIDE ALARMS w 4 �_— _ w�xessrmeEAnea�m.e _ q p MUST BEI STALLED PER MASSACHUSE IBUILDING CODE i O L GARAGE I v c� ®; 4 + I r I I e UP ' FOR DOOR.POR RE0YJ3YfR9 • 21'f TAl I1'6' 21•fCRTAL CEGAFfJlI � � 21•PORTAL 9KAB)IT - 6'3' r • SECOND FLOOR PLAN FIRST FLOOR PLAN 1/4-V-Q• 1/4—V-(Y• - t N y 24'O WWi 4TP09TBAE04'. C.)FROBT UNE(4MMJ I- I I 1 I♦ VI WINDOW$EXTERIOR DOOR SCHEDULEvZ Z� . - KEY ROUC44 OPENNG WYM ITEms SME MATERIAL , 'v _Try_ W 2fi 3/4'Y 4'A M. 29W PELLA PRIX1NE Yl DOIIBIEWUNGWs1O@' WHITE AWMINUM CVO O . 2'-S3/4-x W-53Y 2W3 PEI—P—NE MI—JB UNGYANGON —ITEA.--C— --� 1 I X 3'-03/4'ZB'-16' 3682 PEi—A CNITECT IN IMWGIT CH DOOR WHITE AWMNUY C1Ap - - O D 8-23WXV-11" SV'Y&6' BRMCOMREO.)a UENT0 EMB0WVWTALPNNT } 'F �----- - ( I - I O 9'-0'Z B'JI' 9Y9 •OVERHEAD DODa-sme v.•aF.aEs STEEIOARACfDODR KL---- - - - - - 1 N ' NOTE:ALL?ROVNE DN WWDOWS TOMAVE GRRIESAETWEEN-TNE-0I/3569MUlATEC CINDER UGNT MUNTIN PAI-TERN ti i�`------ 1•TnIOCPWRm CONCRCR9UDHO0R _ `iii pL----- I WRH L4L'-IO,IO W.W.M.ONOPAN 1_ 1 I• � _ CONPACfm GRAWlU1R 849E or----- L----- I 1 : 1 _N o L----- ' I 1 I .� � ` I L—— DE111 T.O.MD.12 I 0 016 18' 9'-6' 2� 9'-6' 19' NTHICRPWRED CCHOtETE(CUZIATKINwALL 1 ON 61IG'CONfB1UC49 CCNO PODIBID - _ 24,,E BOTTOM TO BROW fROBT UN[(4MWJ a DATE: 06/ZS/2509 OF SCALE: AS N01W dot FOUNDATION PLAN �� L4I�J��� oRAIMNGB: 1/4"=V-0' NIEL d✓� L Al - 3 M ` . 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LANDINGJOeN9 1 10rINC O[GEWLT 3T b P.T,—P0D19 •. ____ A tOP OF fOWDA➢ON WALL iOP OF W WDA➢ON WALL o,GARAG[o00R•ET OMIDI WI GOp1G TO—TO N1N1 nOI1D[ LEFT SIDE ELEVATION FRONT ELEVATION va"=I'-a• 1/4-rr/' . z 0 co Iz To AIATOI R..Qf w A9PMALT ROOPDI01fAFD w •TO NU1TOt NWNNOU9[ 5'-4• 617 5'-R• 5'-N 6t7 5'-4' S - MATON ALL TRIM TO I—MOUSE 1MIOLL _ __ WINDOW ND0.M. ®M Kl B B B B - ro.cNffwAu_ t.o.KNEfwAu_ _ro_cNEevwu - RwrayALLnEIMroNWwnwsE � 4 � SCCOND ROOK N ` .-ow NDRM. VJ PP�� •P[LLA PRdIN[ y jDOUBL&NUNGWDIDOW9 1.9D[(1.ING ON P.T. N u/USING T00.WTOM 91O61AupINGJODT9 6 O . — 4W NOUE! _ W/IalOPwe D[Q 91➢tT WHITE QDAR°J10JGIS r.T.as PaDTs O N G Q ®s•aPosuRE § C � � W D r m W —OFPOW DA➢ON WALL 10P OMIAIDA➢ON WA FOP OFFOW DA➢ON WALL F U + • _ w TONIATOI MAINNW —t F- RIGHT SIDE ELEVATION REAR ELEVATION - 1�<••=,•�• Nwi DATE: �/�/�SCNE: ASNUMD® DRAWING#: A2 - 3 ( I wl W.cpX.11 AhTER9®ICOG 2 T-. s M0 wi In'mx.nrwD.91axi1mlG1 Q To onsnNDP+r-i R91'nAtT ROOF 9XWGLF9 TOMATOI p19i. 12 [Y/2aD 03tJNG J019T9®,CO.C. MATO,R,MOI M P FBGL TO C1119TING n H-) p 91MMON n 2.9A OP9 O RAfTERTOPUTCAND VTOWALL MILL AT ALL R.RAPIER-MR WMRGTON9 ' PUiE/CEWNO M. -_ PUfE/CEl4NO M. MATQI R.PITO, TO MAIN IMx19[(2 N} WWDOWNDRM.- WINDOWHMW. t PH1A OtlI0N9t PROJO,DOPt _ NCN 2a6 FMEt.STUD WALLS W/ 4a4P.T.r09T9C W DOVBPROVNE GI/4'PBGL IN9L,I/W.W., KJ IaS PIN[1 MIUl�WD.OV DWGIP-nUNGWRA0W9 �CR w IW.G w.0 OFFICE BATH -1.aRVt:TO MAW XDu9e OFFICE BATH PGR ururT siRa®wAu i V WI1N[OIION 9[[WPOM TAClf9'!b) tA.[NEE WALL t,0_.[NFFWAIl _- Ia4DEGVNG ON P.T. - b OLOOC9TOIX.'AT[ 9RTOR 9 2alO6 UNDWOJOL9T3 PIR[9TIl aH-90FPR1 XOID IaM9OADD. MR[9TOl • ' _ N SECOND ROOK_ SCOND BOOR DWRJNO-M. N flRE 9tOI a PA9pA®. -- P .M.10 -- -- J. BALLOON fRARb'ffOpC% W mz sTLBM.-Lryrttl DAUJJON FRANIEROOR? PA9TCN IWOR J019T9 WDX fJUmAU PD9T OV9 --—————--�������————————— ——— FA9Tb Pl.00R J03i9WNX.. (311314"R 11 7/8"LVLHEADER WIWOSTL@4. JOISTS HAND[R9 ON 2a10 019T9 nIWGCR9 QJ 2110 tLWO NARfD T091UD9 ' WINDOWJ DR.NDRM. BAND NAIU9 ro9TUD9 � ' - S�4'TIG PLWYD.9UBRa.R ON CJ / ¢ P.T..4Pp9i I, 2al OPtOORJOIWO@ICO.G P- 91/a•PBGL.�N91..1n'fL1NV. 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Z LL Z 0 O g p I I p w w O I & O 8 - O I Z z z I I 1 I I I .. z b —————— BEARING wALLBEIOW O rW Ir Li ®1 I I N I I I I I I I EXISTING FLOOR TO REMAIN - Z - Z EXISTING HOUSE ROOF 10 REMAIN i W I I I w w I f Z i _' O I z z w -w p W o z T EXISTING PORCH EXISTING PORCH ROOF TO REMAIN CEILING TO REMAIN Z I i 6 Z 6 a W LL F U ROOF -FRAMING PLAN SECOND FLOOR FRAMING PLAN & F ' I DATE: OS/13/2008 B%IBTING ROOF EXIBTING WA SCALE: ASNOTED NBN ROW � NBN WAl19 DRAWING#: A5 - 5 + 9 7444 °Fs� BULK REQUIREMENTS RF- 4P I CERTIFY TH' HAP MN b�T.ICTS FOUNDATION .ASBUILT ;. P C IONS HEY tUIST lbF 09/29/09, . (PER ECODE CHAPTER 240 ARTICLE III 240-14 0 ESS C' MAP 36 LOT 43 REQUIRED MIN, AREA 43 560 S.F. g a. 39045 � EDW LESS �e L C, # 39045 AREA = 12, 854. 7 REQUIRED MIN. FRONTAGE 150' °wf�c n�9'v0 AM AVE ( VARiABLE ) REQUIRED FRONT SETBACK, 30' S. F. + REQUIRED SIDE SETBACK 15 REQUIRED REAR SETBACK 15' REQUIRED HEIGHT MAX, 30' LOCUS P�SN o N 89'01'20" E " d 110.78' ,f COOLIDGE ST cn s LOCUS NTS; GENERAL NOTES: t .. N/F 1, RECORD ❑WNERS1 BLIZARD SCOTT A. 71.3' MAP 36 LOT 50 & LAURIE S. * 115 GREEN LODGE STREET M OORE P A TR I&I'A DEDHAM, MA 02026 N I DEED BK, 23905, PAGE 276 . N /F Z s �+ MAP 36 LOT 34 1 'U'-_ 2, PROPERTY IS' SHOWN AS LOT 43 ON ASSESSORS MAP 36, TON K EN N EAL . J. o I rn 3. PROPERTY LINES DEPICTED HEREON ARE BASED ON A I BC JANCY s _ _ FIELD SURVEY BY EXISTING GRADE, INC. IN FEBRARY OF U { I 2008 AND COMPILED FROM PLANS: ON RECORD. AT THE SHETTERLY p BARNSTABLE COUNTY REGISTRY OF DEEDS, 24.0' 4, ORIGIN OF BEARINGS IS BASED ON PLAN RECORDED. IN PLAN BOOK 281, PAGE 51, AS BUILT GARAGE 5,. DATUM IS BASED ON BARNSTABLE GIS SYSTEM AS INTERPOLATED AT THE INTERSECTION OF MAIN ST, AND REFERENCES; I i PUTNAM AVE, DEEDS 9541 217 {„ 9838 68 15.3' I. 6, SITE LIES WITHIN THE C FLOOD ZONE PER FEMA MAP 11640 312 L' — — J 2500010018D LAST REVISED 7/2/92, 18945 348 21208' 1990 15.3' ,� � �. 7, DIMENSIONS SHOWN ARE FROM OUTSIDE FACE OF , L.C. C176852 WALL TO POINT CLOSEST' TO LOT LINE DIMENSIONED TO. PLANS 116.35 BND 4 L,C 31.395A N87°36'12"W FND. 8. ALL SETBACK DIMENSIONS ARE PERPENDICULAR TO L.C. 31395B BND FND. PROPERTY LINES, BK, 10.3 PG. 59 EL = '49.6 BK, 281 PG. 51 N/F ` 9, ALL BUILDING DIMENSIONS SHOWN ARE OUTSIDE FACE OF . BK, 500 PG. 10 - MAP 36 LOT 35 WALL, BK, 201 PG, 17 f BK, 582 PG. 08 K 0 R N B LU M R YD.E R 10. SITE IS LOCATED WITHIN THE RF, RESOURCE PROTECTION ZONE AND WELL HEAD PROTECTION ZONE PER l + THE BARNSTABLE GIS DATA BASE, Existing Grade Inc. 15 PUTNAM—GARAGE :{ PROJECT PTOJECT NO. 5urveyor5 * Civil Engineers t CLIENT GARAGE AS BUILT PLAN 1345 SCALE PO Box 6.I 2 - ARCHITECTURAL INNOVATIONS OF DATE: 09 2s o9 ' Denn15port, MA 02639 0 5 10 20 i 508-694-650.1 Ph/Fax , P.O. BOX 2056 15 PUTNAM AVE SHEET N0. DATE . ,{REVISIONS COTUIT,MASSACHUSETTS 02635 COTUIT,MASSACHUSETTS 1 of 1 IT " j - PUTNAM AVE ( VARIABLE). \ sue Dii £ , =, GENERAL NOTES. LOCUS NTS; 36" TREE "\ +, 3/ : T${ / IL.0 _ 55.7 T DOOR HOME Y is ••. ..-:..,a... - .-. - a _ • r.. - ti. wUK k f .,._ ... .. iW. .. - a 4 a - T.: w 0 21 ,. TWOH E # t _ S _ a y J . _ .s l0lSD LAST :y SNY ;, _ , t a..: 06 WE!) WASIONS SHOW ARE OUITILE: FACE OF' PE ZMal AND — a SYSTEMPER BOARD ,. �. ..` l.C. i " i.. - ENO 1345 QQ Engineers and Land t:.r SCALE ;f, CLIENT ` .. Surveyors � > :. .' r' ;.=; FOR 20 130 P.O. 'BOX 682 0 5 10 emu 02 29 08 �l VI2�� FORErnMIE, W - 02044 # . PO BOX 2056 , (508) 833-7903 (508)833-7305 (FAX)-, DATE REVISIONS COTUIT,MA COTUIT,MA SHEET NO. 'i OF P ASBUILT CONDITI❑NSI. CERTIFY THAT S A❑SU❑FF 07/1!4/08 a1`�' h (li' �l�It1SiBI*� �WI� s �o P H. 4, JUL 1 AM 10: 35 c Ess �" o b ���� AVE � � E IN H, GL � � , 39045PUTNAM °FESS\O o $ l�ND S U R\J LOCUS P�sNPM N89'01'20"E _ cl —� 110.78' B N D COOLIDGE ST = FND. GENERAL N❑TESI LOCUS NTSI \ 1. RECORD OWNERS, GOODSPEED FL❑RENCE DC 1 / 29.3 C/O EGAN THERESA " 1220 MAIN STREET C❑TUIT, MA 02635 N/F DEED BK, 11640, PAGE 312 MAP 36 LOT 43 \ �, MAP 36 LOT 50 AREA = 12,854. 7 MOORE PATRICIA S. F. ± - 2., PROPERTY IS 'SHOWN AS LOT 43 ON ASSESSORS MAP 36, N / z 1 N 3. PROPERTY LINES DEPICTED HEREON ARE BASED ON A MAP 36 LOT 34 41 FIELD SURVEY BY EXISTING GRADE, INC. IN FEBRUARY OF PERRY A R TH U R IU; o 0_1 Q 2008 AND C❑MPILED FROM PLANS ON RECORD AT THE• t° r BARNSTABLE COUNTY REGISTRY OF DEEDS, 3 N m 22.8' 4. ORIGIN OF BEARINGS IS BASED ON PLAN RECORDED IN i I PLAN BOOK 281, PAGE 51. 5, DATUM IS BASED ON BARNSTABLE GIS SYSTEM -AS 54.7' 0 � N INTERPOLATED AT THE INTERSECTION OF MAIN ST, AND • -- PUTNAM AVE. 0 \\ 6, SITE LIES WITHIN THE C. FLOOD ZONE PER FEMA MAP 2500010018D LAST REVISED 7/2/92. REFERENCES: DEEDSI 9541 217 Ji 7. DIMENSIONS SHOWN ARE FROM OUTSIDE FACE OF 9838 68 26.8 I` as. WALL TO POINT CLOSEST TO LOT LINE DIMENSIONED TO. 11640 312 j ,\ h 18945 348 8, ALL SETBACK- DIMENSIONS ARE PERPENDICULAR TO 21208 1990 116.35' PROPERTY LINES, C176852 BND ` PLANSI N 87.36'12" IN FND. - i 9. ALL BUILDING DIMENSIONS SHOWN ARE OUTSIDE FACE OF L.0 31395A BND FND. WALL. L.C. 31395B EL = 49.6 BK. 103 PG. 59 N 10. SITE IS LOCATED WITHIN THE RF, RESOURCE BK, 281 PG. 51 MAP. 36 LOT 35 PROTECTION ZONE AND WELL HEAD PROTECTION ZONE PER BK. 500 PG. 10 U BK. 201 PG. 17 K OR N B LU M R YD E R THE BARNSTABLE GIS DATA BASE. BK. 582 PG. 08 USER 1345 SEPTIC O. EXISTING GRADE INCORPORATED SCALE gineers and Land Surveyors 1w ` CLIENT FOUNDATION FOR BUILT PLAN PROJECT 1345 N Civil En ARCH ITECTURAL INNOATIONS DATE: 07 14 08 _ 20 ARCHITEC- P.O. BOX 612 0 5 10 15 20 PO BOX 2056 15 PUTNAM ADDITION SHEET NO. DENNISPORT, MA - 02639 COTUIT, MA COTUIT,MA (508)694-6501 (508)694-6501 (FAX) # DATE REVISIONS 1 OF 1 � r� BULK REQUIREMENTS RIF `(PER ECODE CHAPTER 240 ARTICLE III 240-14 MAP 36 LOT 43 F REQUIRED MIN, -AREA 43,560 S.F. AREA- 12,854. 7 r REQUIRED MIN. FRONTAGE 150' �0we�c P U TN A M AVE ( VARIABLE) S.F. + REQUIRED FRONT SETBACK 30' REQUIRED SIDE SETBACK 15' REQUIRED REAR SETBACK 15' �E t REQUIRED. HEIGHT MAX, 30' LOCUS P�tNPM o N 89'01'20" E d 110.78' X�1 BND COOLIDGE S7 1 FND. EXISTING SAS GENERAL NOTES: LOCUS NTS: SYSTEM' �j 1. RECORD OWNERS: BLIZARD SC❑TT A. ° / & LAURIE S. PORCH 29.3 . 115 GREEN LODGE STREET A 02026 O i N jF DEDHDEED BK. AM23905, PAGE 276 MAP 36 LOT 50 O M OOR E PATRICIA 2. PROPERTY IS SHOWN AS LOT 43 ON ASSESSORS MAP 36. N /F z EXISTINGi o �; o ' O 1500 `GALLON ii U' 3. PROPERTY LINES DEPICTED HEREON ARE BASED ON A MAP 36 LOT 34 J ,� m_ FIELD SURVEY BY EXISTING GRADE, INC. IN FEBRUARY OF O 2008 AND COMPILED FROM PLANS ON RECORD AT THE TO N K E N N E A L �� 22.4' BARNSTABLE COUNTY REGISTRY OF DEEDS. ° ANCY � 8c J & AN RLY 148 O 4, ❑RIGIN OF BEARINGS IS BASED ON PLAN RECORDED IN 6.1' o PLAN BOOK 281, PAGE 51. 15.3' k 5, DATUM IS BASED ON BARNSTABLE GIS SYSTEM AS 0 5 5 SPLIT INTERPOLATED AT THE INTERSECTION OF MAIN ST. AND PROPOSED RAIL PUTNAM AVE. GARAGE o ( • , FENCE REFERENCES1 DECK 6, SITE LIES WITHIN THE C FLOOD ZONE PER FEMA MAP DEEDS, 9541 217 ° �0 N 2500010018D LAST REVISED 7/2/92, 9838 68 . 2a.o I 15.3' I 20.0 — J 7. DIMENSIONS SHOWN ARE FROM OUTSIDE FACE OF 11640 312 — 28.3' 18945 . 348 PROPOSED WALL TO POINT CLOSEST TO LOT LINE DIMENSI❑NED TO. 15.3' 10" SON A 21208 1990 14.1'' • 8. ALL SETBACK DIMENSIONS ARE PERPENDICULAR TO L'.C. C176852 _ TUBES PLANS: BND 116. 5' 4 PROPERTY LINES, L.0 31395A N87°36'12"W FND. 9. ALL BUILDING DIMENSI❑NS SHOWN ARE ❑UTSIDE FACE OF L.C. 31395B BND FND. SHED WALL. BK. 103 PG. 59 EL = 49.6 ARBORVITA11 BK. 281 PG. 51 N/F ����H of Scy BK, 500 PG. 10 � EDWIN U 10, SITE IS LOCATED WITHIN THE RF, RESOURCE MAP 36 LOT 35 g� `� PROTECTION ZONE AND WELL HEAD PROTECTION ZONE PER BK. 201 PG. 17 H. BK. 582 PG. 08 K 0 R N B LU M . R YD E R GLESS �' THE BARNSTABLE GIS DATA BASE, No.39045 ' � .. 11, EXISTING SEPTIC SYSTEM PER BOARD OF HEALTH AS ep �-� � *� ess� Q BUILTS, Existing Grade Inc. a � �q Al� yo 15 PUTNAMPROJECT NO. GARAGE M Surveyors * Civil Encglneers SCALE - CLIEIv'I GARAGE PLOT BUILT 1345 PO Box G 1 2 Y� - YM; ARCHITECTURAL-INNOVATIONS OF DATE: 09 03 09 or Dennis t, MA 02G39 ����� o s 10 zo p P.O. BOX 2056 15 PUTNAM AVE SHEET N0. 508-G94-G50 I Ph/Fax , �' COTUIT,MASSACHUSETTS 02635 COTUIT,MASSACHUSETTS 1 OF 1 Q/8T0k # DATE REVISIONS ..LeaFMAL ��� � 00' ao9' N z PROPOSED NEW ADDITI 0 � 4 cm 0 ------REMOVE TH15 EXIST. CHIMNEY q ----REMOVE TH15 EXIST. CHIMNEY LL L Z „ CONTINUOUS RIDGE VENT I ' ""`r 5-4" -I - ( ll! I I / I I NEW ASPHALT ROOF SHINGLES MATCH 7Q EXISTING J 3W V TO MATCH EXISTING TYPICAL o MATCH R. PITCH I I I I MATCH R. PITCH 9Q TO EXISTING /' I I I TO EXISTING NEW ASPHALT ROOF 5HINGLF-5 ", 8 I TO MATCH EXISTING O cm MATCH ALIGN ALL NEW I NEW WHITE CEDAR 5MINGLF5 05 K TRIM TO EXISTING I @ EXPOSURE TO MATCH EXISTING A m I WINDOW HDR.HT. --...��. — — --� 1 _ WINDOW HDR.HT. u 11L III NEW WHITE CEDAR SHINGLES Ir T NEW FELLA DOUBLE-HUNG WI E @ EXPOSURE TO MATCH EXISTING I I L REMOVE TH15 '1 t DCA51NG TO WINDOWS - :9 c� �� EXISTING DH CASING TO MATCH EXIST. rr- WINDOW MATCH *ALIGN ALL NEW TRIM TO EXISTING T.O.KNEE WALL T.O.KNEE WALL b N SECOND FLOOR SECOND FLOOR cV If it 11111111 It 1111111111 IN 11111[111111111 1111 It Il 111111111111 117mi II II II II II II II II II II II II Il II II fill if 11 If 111111 it 1111111111 Il II II II IINEW I xGlS CORNER BD. — — — — — — — m WINDOW HDR.HT. -•--- - _ _ WINDOW HDR.HT. AT EXISTING HOUSE: NEW FELLA PROUNE t` REMOVE EXISTING VINYL 5IDING TO Ej DOUBLE-HUNG WINDOWS EXPOSE ORIGINAL CEDAR CLAPBOARDS I CASING TO MATCH EXIST. c4 REPAIR OR REPLACE EXISTING q A CLAPBOARDS AS NEED. !q A A A Ll A ® CHOICE OF COLOR BY OWNER. ® ® G i FIRST FLOOR I FIRST FM NEW WHITE CEDAR SHINGLES NEW WHITE CEDAR.SHINGLES @ EXPOSURE TO MATCH EXISTING NOTE: WOOD STEPS TO GRADE 4x4 P.T. POSTS CASED IN f x5'S REPAIR FRAMINGITRIM ON EXISTING @EXPOSURE TO MATCH EXISTING #MILLED WOOD CAP/2x2 BALUSTERS EXISTING HOUSE FRONT COVERED PORCH AS NEED, EXISTING DE51GNTO REMAIN @ 6"O.0 W!TOP BOTTOM RAILS EXISTING HOUSE PROPOSED NEW ADDITION FRONT ELEVATION RIGHT SIDE ELEVATION NOTE: REPLACE ALL REMAINING EXISTING WINDOWS WITH NEW PELLA PROLINE DOUBLE-HUNG WINDOWS OF THE SIMILAR SIZE-SEE WINDOW SCHEDULE Z O REMOVE THIS EXIST. CHIMNEY y W I I �� \�, TO EXISTINGMATCH R. I EXISTING HOUSE I / PELLA DESIGNER IN-SWING BEYOND I I r FRENCH DOOR W/CASING TO MATCH EXIST. NEW ASPHALT ROOF SHINGLES I ( � NEW ASPHALT ROOF SHINGLES TO MATCH EXISTING I I I / \ TO MATCH EXISTING NEW WHITE CEDAR SHINGLES J �`-8" NEW WHITE CEDAR 5HINGLF-5 @ F-XP05URE TO MATCH EXISTING .� @ EXPOSURE TO MATCH EXISTING TYPICAL @ SECOND FLOOR. TYPICAL @ SECOND FLOOR NEW FELLA PROLINE DOUBLE-HUNG WINDOWS *CASING TO MATCH EXIST. - - 1 ` TYPICAL WINDOW HDR.HT. ' — -- WINDOW HDR.HT. FT MATCH *ALIGN ALL NEW — TYPICAL @ ROOF DECK: TRIM TO EXISTING — TO ATCH R. PITCH O EX15TING ih iQ 4x4 P.T. POSTS CASED IN I x55 B F B +�MILLED WOOD CAP/2x2 BALUSTERS 8 B B @ G"O.0 W/TOP*BOTTOM RAILS 1 x4 DECKING ON SLEEPERS(2x45) _ T.O.KNEE WALL Zj CUT TO REVERSE SLOPE ON ZJ ' RUBBER ROOFING OVER c'D SECOND FLOOR 1/2"CDX PLYWOOD SHEATHING ON SECOND FLOOR N 2x8 DECKICEILING JOISTS @ I G"O.C. CUT TO SLOPE AWAY FROM HOUSE -- - - - - - - - - - - - - - WINDOW HDR.HT. WINDOW HDR.HT. s I NEW FELLA PROLINE CASEMENT WINDOWS I CASING TO MATCH EXIST, W C 2 THIS LOCATION ONLY DI C btj C - - O FE EA 4 cn I - -_ > Z MOVE EXIST. WINDOW HERE Z 'Q V I FIRST FLR. - FIRST FLOOR 4 —'`"` F / 1 d 111 x4 DECKI NG ON 2x 1 O P.T. OUTSIDE SHOWER BILCO"C"BULKHEAD J FELLA DESIGNER FRENCH " 1 x4 DECKING ON 2x I O P.T. NEW WHITE CEDAR SHINGLES SLIDING DOOR W/CASING TO MATCH EXIST. DECK JOISTS @ 1 G O.C, NEW WHITE CEDAR 5HINGLE5 DECK JOISTS @ I G"O.C. WOOD 5TEP5 TO GRADE @ EXPOSURE TO MATCH EX15TING AT EXISTING HOUSE: � tot ' � EXP05URE TO MATCH EXISTING W! I x 1 O PINE DECK SKIRT REMOVE EXISTING VINYL SIDING TO Li.1 W! 1 x I O PINE DECK SKIRT @ EXPOSE ORIGINAL CEDAR CLAPBOARDS REPAIR OR REPLACE AS NEED U CHOICE OF FINISH BY OWNER. W "'� W PROPOSED NEW ADDITION PROPOSED NEW ADDITION EXISTING HOUSE w POP a �- DATE: 05/13!2M REAR ELEVATION LEFT SIDE ELEVATION SCALE: AS NOTED DRAWING#: - A3 - 5 f s10 ��' ^- 1�ned � It) ifl Z N � C\l o s� N� �� dz �o 0 a za 4 NEW 2x8 ROOF DECK JOISTS a@ IV'O.C. Z S1 j O A Do Q N Q LIMIT OF ROOF DECK 1J T p„ U OG d i lo] V 8x35 STL. BEAM J L JL IL L L Jk AL JL J L AL JL JL 4xG POST BTWN WINDOW5 r r J r r r BELOW ? IF J015T HANGER5 b TYPICAL b C�OZ N cz��Q cc 0 � O OF BEAOEM.RING WALL BELOW L L(D W 8x21 STL.BEAM L t 0 IL AL AL JA 'It It S2 r � r r` r i t r r r i t r r Al . � � � � pv S� `r u- Lu - w 2x10 RIDGE BD. I Z Z I U. 0 o Lu u- ► I x O ,,i i O 'o 4 Q c O L � a- v � ui U. 0 o> O co ( I I 1 R I I — — t- -I— — — —(- -I— BEARING WALtBELOW i O w ¢ I 0 U I O i I 0 co ZINN ? 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