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HomeMy WebLinkAbout0025 CROSS WAY TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ' Parcel Application # Health Division 4 - , Date Issued Conservation Division 2217 Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address C V-�SS ( ,,w Village r Owner L c � �Q_ Address S b is ce5 '�a�'� Telephone _L w 1- 4+/ " 0 a ®1 T G Permit Request y A,1 42 tp d d W4 15-YIQ ®vg' )A) �c o `o Square feet: 1 st floor: existing ( p oposed g 2nd floor: existing proposed 'Total new Zoning District��S Flood Plaines tG Groundwater Overlay Project Valuation � �� Construction Type w-47-e-0 Lot Size B a k ec. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes �No On Old King's Highway: ❑Yes, l No Basement Type: ❑ Full Crawl ❑Wa�out ❑ Other Basement Area(s .ft.) � �� Basement Unfinished Area(s .ft) Number of Baths: Full: existing 42 new Half: existing ""'~ new Number of Bedrooms: existin new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 4Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes 0 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes,<No 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 # L �6s �M y',Current Use l Ali � Proposed Use 65 APPLICANT INFORMATION r3x '(BUILDER OR HOMEOWNER) 4 Name ° '� Telephone Numbers Address �� /J� C �` License # V ri-tf L✓c� f} 4 Home Improvement Contractor* Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TONpi_;1 ��` ' } SIGNATURE . DATE �! cl ?{ FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED T) MAP/PARCEL NO. r ,r s ADDRESS VILLAGE '44 1 ♦ OWNER r DATE OF INSPECTION: y � FOUNDATION FRAME INSULATION FIREPLACE !; ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL : 4 GAS: ROUGH FINAL FINAL BUILDING •t DATE CLOSED OUT ASSOCIATION PLAN NO. F' °FVET Town of Barnstable yP °^ Regulatory Services BWST". Thomas F.Geiler,Director 039. Building Division ATfD MA'S a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax: 508-790-6230 Permit no. Date 5_12 l71 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. je cooa �1o0r 0.& ' : and "I r�nou a�ivn Type of Work: 'tr �iDr p. e�idr �x15t,M Estimated Cost Address of Work: 5 Owner's Name: \ C\ r Date of Application: 5—z3 I hereby certify that: T Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 OBuildirig 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 ermit as the agent of the owner: Date Contractor Name Registration No. X 7 1 ,ik-e OR Date Owner—'s Name Q:forms:homeaffidav The Commonwealth of Massachusetts Department of Industrial Accidents Office of Invesfigatiohs ' 600 Washington Street Boston,MA 02111 a4 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Oro nizatiowhdividual):`.kCZ 5 Deye..WVt_e"4-, c-t2 Address: �a Br) JOAAC City/State/Zip:05,4ctf 4 t I( e G 2`f'f-Phone.#: 6 7 3 Are ou an employer?Check the appropriate box: Type of project(required):. 1.[7I am a employer with t 4. EJ I am a general contractor and I 6. New constriction . employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the-attached sheet- 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' .9. ❑Building addition [No workers' comp.insurance comp.insurance. t, - -. required-] 5. We are a corporation and itc. 10.❑ Electrical repairs or additions officers have exercised their 11. Plumbin repairs or additions . 3.❑ I am a homeowner doing all-work ❑ g P myself.�[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13:❑ Other comp.insurance required..] . *Any applicant that checks box#1 must also fill out the section belowAowing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contracto.rs and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 'lam an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information Insurance Company Nam �,Su r� Policy#or Self-ins.Lic.#: C C 6c,7 I c j. 6I 7 Expiration Date., Job Site Address: -2 S �`d..6 SS A City/State/Zip: � c/ h�) Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce fy under the pains•and pen of perjury that the information provided above is true and correct: Si ature: tecr e Date: 0 Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): r A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.PIumbing Inspector 6.Other , Contact Person: Phone#: . r . - i _ Client#:15130 y 2TRISDE ACORD. CERTIFICATE OF LIABILITY INSURANCE 07/23/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.ff SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Dowling&O'Neil PHo E F Insurance Agency A/xa�Ext:508 775-1620 c No:5087781218 ADDRESS: • 9731yannough Rd., PO BOX 1990 INSURERS)AFFORDING COVERAGE NAIC 0 Hyannis,MA 02601 aSURERA:Landmark American Insurance Co INSURED TRI-S Development Corp. INSURER B..Associated Employers Insurance 72 Briar Patch Road INSURER C Osterville,MA 02655 INsURER O: INSURER E• INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL UB - - - LTR TYPE OF INSURANCE 1 R WVD POLICY NUMBER MMMIODDY EFf P OLICY LIMITS A GENERAL LIABILITY LBA15641500 0212012 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY Ag S Fa�oh�xur�nca $100 000 CLAIMS MADE OCCUR, EM EXP(Any one person) $5,000 X BI/PD Ded:500 SONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN•L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POUCY Ea LOC $ AUTOMOBILE LIABILITY . COMBINED SINGLE LIMIT Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS ANU per' _ PROPERTY DAMAGE $ Per accident . $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS4AADE AGGREGATE $ DED RETENTIONS $ B Rs COMPENSATIONAND EMPLOYRS'LIABILITY WCC5007148012012 5/01/2012 05/01/201 X WC STATU- on+ YINLIMITS ANY O ICER/MEMBEERPEXXCCLUDED? CUTNEr NI NIA EL EACH ACCIDENT $500 OOO" (Mandatory in NH) If EL DISEASE-EA EMPLOYEE $500 000 DESCRIPTION OF OPERATIONS below yes.describe under E.L.DISEASE-POLICY LIMIT $500,000 D DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,U more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other K limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. , CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE.WILL BE DELIVERED IN 2O0 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORS REPRESENTATIVE ®1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of,1 The ACORD name and logo are registered marks of ACORD #S98326/M98325 LS1 THE t Town of Barnstable Regulatory Services s S. E M Thomas F.Geiler,Director s63q. �0� i0renn�ar" 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 IraKa�AI1t'�s�l/1 ;as Owner of the subject property hereby authorize VW��' to act on my behalf, in all matters relative to work authorized by this building permit. (Address ofjob) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. ignature of Owner signatur of Applicant VAr6ACA KIAMAd Print Name Print Name g' 151 42 Date Q:FORMS:OWNERPERMISSIONPOOLS 6/2012 i Town of Barnstable ` oFz�r� - • . Regulatory Services RMWSTABLE Thomas F.Geller,Director y MASS. `b, 16s9 •�� Building Division rFD MA'I A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-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 artment 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 j several towns. You may care t amend and adopt such a form/certification for use in your community. I Q:forms:homeexempt i lassachusctts- Department of Public SI&O Board of Building Regulations and Standards ' Construction Supervisor License License: CS 658q8 SCOTT S SHIELDS 3 72 BRIAR PATCH RD OSTERVILLE, MA 02655 o`-,.G-iy��� Expiration: 7/10/2013 ('onunis�i„nee. T rt#: 21168 ` G' Office o1� merro>� ieORFA di a e'gan9ito"P License'or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: ��70270 Type: Office of Consumer Affairs and Business Regulation Expiration: jA4/2013 Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 UTREVELOPME PkiORE f = t.i SCOTT SHIELDS 72 BRIAR PATCH ROAD 4 4m2 . OSTERVILLE,MA III Ludersecretaryo�4No"t v i�wit ut signature r AYX�,l ,n %A 1po- fie s����c� P r e � � � �'►^ e 7 1' =��r o vim' ��� � ���•, �v �'�.�5 �C� - a ja 9 �aw y g 9 10 � aAl0 it /� • VIA 12 (� 13 16 f� 17 v � 19 rI 20 4 a 21 `� 22 23 24 t, J 25 26 uJ �� 27 _ 29 f ` 29 v 30 31 � rr U E r �;,JP' ilk �4�� ❑'; � �� � a ,� a of � m � � �,�-rjI_. L . PROJECT AA NAME: �J ADDRESS: o�`j C/6SS VI rl L PERMIT# Z01 a6 i PERMIT DATE: 6 DA l M/P: 2�4 f5 014: LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: 5 �� BY: q/wpfiles/forms/archive Commonwealth of Massachusetts 3 3' L Sheet Metal Permit ;r I Map Parcel ®q3 X—PRESS PERMIT Date: / 3 Permit# C;b 1 MAR 2 5 2013 Estimated Job Cost: $-jg le Permit Fee: $ ' Plans Submitted: YES wed:BARV�9STASLs Reviewed: YES NO Business License# ­IATO, Applicant License#A Y.N 3 Af Business Information: Property Owner/Job Location Information: Name: 0 ' 6 Name: Street- 78� 1:5,7 7 Street: e2 15 0-46S'S Way Gity/Town:i A r City/Town: W, N rlA [S&A�11 Telephone: 7 Telephone- Photo I.D. required/Copy of Photo I.D. attached: YES_ NO " taff Initial J-1 M-1 estricted license j J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family/ Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq. ft_. �,% over 10,000 sq. ft. Number of Stories: Sheet metal work to be completed: New Work: Renovation: HVAC r Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents' Air Balancing 'Provide detailed description of work to be done: } F � - .i �a NSURANCE COVERAGE: have a current liabili insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112 Yes No ❑ f you have checked_Y=, indicate a type of coverage by checking the appropriate box below: k liability insurance policy Other type of indemnity ❑ Bond ❑ )WNER'S INSURANCE WAIVER: I am aware that the licensee sloes not have the insurance coverage required by Chapter 112 of the 0assachusetts General Laws, and that my signature on this permit application waives this requirement. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent 3y checking this box[],I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and iccurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be n compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments Type of License: Y Master Me ❑ Master-Restricted ity/Town ❑Journeyperson Signature of Licensee eanit# ee$ ❑Joumeyperson-Restricted License Number. fb Check at ispector Signature of Permit Approval The Commonwealth of Massachusetts Department oflndustrial Act cidents Office of Investigations- '600 Washington Street" _ Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electiicians/Plumbers Applicant Information Please Print Legibly Name(Business/OrganiZm m1Individi4 Address: Z � City/State/ Phone.#: Are you an employer? Check the appropriate box: -Type of project(required) 1.❑ I am a employer with 4. [] I am a general contractor and I employees(frail and/or part time).* have hired the sub-contra 6. New construction . ste on theattached sheet; 7. de 2.�T am a'sole proprietor or partner- lid - � - • These sub-contractors have ship and have no employees 8. ElDemolition• • working for me in: capacity. employees.and have workers' a El 9. [No workers' camp.insurance _• comp.msnrance.$• ' Bu�di gddition . required.] 5• E]"We area corporation and'its 10.El Electrical repairs or additions officers have exercised their 3.El am a homeowner doing ill-work' 11.❑Phnnbing repairs or additions myself [No workers' com'P. right of exemption per MGL 12.0 Roof repairs insurance required-]t c. 152, §1(4), and we have no employees. [No workers' 13.0 OtherpyG la.>a�2,6�_- comp.in.arn-ance re#red.] *Any applicant that checks box#1 must also'fill out fo section below showing tbeir vm-kers'compensation policy information. t Homeowners who submit this affidavit indicating fbey are doing all work and then hue outside contractors most submit a new atndavit indicating such. $Cont act m bat check this box nni t attached as additional sheet showing the name of fhe sub-contact=and state whether ornot those entities have eraployees. If the sub-con'racI have employees,fhey mustprovid'e their workers'comp,poficynomber. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.# L.,' 49�e P. t D 0 Expiration Date: Job Site Address: 0�5• D ycr¢y Ci3y�State/ZiP:_�iV,rtd�/o4 0�1 P[l S Pb C 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 ofMGL c. 152 can lead to the imposition of criminal pens Ifi s of"a fine up to $1,500.00 and/or one-year imprisn-rrm as well as'civ11 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 okbr Mktr insurance coverage verification. 1-do hereby erti un sand penalties of perjury That the information provided ove is Prue and correct; Sitmatrae: Date: Phone# Official use only. Do not write in this area tb be completed by city or-town official City or Town: Permit/hicense Issuing Anthority(circle one):' .,1.Board of Health 2.Building Department 3.CitplTown Clerk 4.Electrical Inspector S.Plumbing Inspeetor 6.Other Contact Person: Phone#: WE Town of Barnstable f Regulatory Services r aaawtr.-rwu►i�r s M.+es Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office; 508-862-4038 Fax 508-790-6230 Property Owner Must Complete and Sign This Section If Using A.Buildtgr �Sc02 ,as 9wnr of the subject property hereby authorize to act on mp behalf; in all matters relative to work authorized by this building permit (Address df Job) *Pool fences and alarms are the responsibility of the applicant. Pools are not-to be filled-before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. igtrature of er o Applicant Print Nance Print Name DI Q FORMS:0WIgERPFRMMSI0IV00LS Town t� of Barnstable [ Regulatory Services ` inaxszaars, Thomas F.Geiler,Director NAM Building Division '°rEv sec� _ Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER': name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-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 minirrnrm 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 dwellurgs.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 homeowner,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 2.1.5)_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 fonrdicertii;cation for use in your community. Q:formsdrom=m-npt i COMIIAONWEALTH OF MASSACHUSETTS' :. .- a o a a :o• -a o SHEET METAL WORKERS AS A MASTER—UNRESTRICTED ISSUES THE ABOVE LICENSE TO: CRAIG R BORDEN ro , PO BOX 1577 >'HARWICH MA 02645-6577; 1833 11/28/13 71596 Fold,Then Detach Along All Perforations i i I i William H. Nelson, Jr Electrician Licensett#E-26513 E. L fir,"? SU D '�� P September 28, 2012 Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: 25 Cross Way, West Hyannisport, MA To Whom It May Concern: Please let this letter stand as notice the electrical connections servicing the existing garage and breezeway, located at 25, Cross Way, West Hyannisport, MA have been disconnected. Sincerely, William H. Nelson, Jr. 871 Bumps River Road, Centerville,.MA 02632 Telephone (508) 428-0026 a/jl/o 3 E / F114E, Town of Barnstable *Permit# S-3 9 PAC I ?/ /I P Expires 6 months-from issue date T • Regulatory Services Fees, `+ BARNSTABLE, • v t6;qcrass'.. Thomas F. Geiler,Director �p a�� rFD MAC Building Division Tom Perry, Building CommissionerSSP 200 Main Street, Hyannis,MA 02601 FFB Office: 508-862-4038 7,01% 4 ?003 Fax: 508-790-6230 OFe EXPRESS PERAUTAP L CI A RIOX-Press Imprint ONLY '�RI/S 2,,��OV t E Map/parcel Number P Property Address , [Residential Value of Worki5 C� Owner's Name&Address at,_I �� IlaVVIL V rl 5-- ("nu, 5 Lj4%_1 is Contractor's Name C Z Md G G., VVtoc c„+� `+ J,'— - Telephone Number 6e>7 7 j a 7 C Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) 02 d ❑Workman's Compensation Insurance. Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ©'!have Worker's Compensation Insurance T �r Insurance Company Name rk�c-k Workman's Comp.Policy# ;-3 Gk 01 ' S 'O L- Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roofl e-side On L Si CQc._ [Replacement Windows. U-Value ,3 (maximum,44) ❑ Other(specify) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature Q:Forms:expmtrg Fxvised121901 FRIEDLINE& CARTER ADJUSTMENT, INC. 436 Maiii Street., P. 0. Box 338 Hyannis, Massachusetts 02601 Tel. (508) 771-3232 FAX (508) 790-2344 TO: -k-)-Building Commissioner or Inspector of Buildings ( ) Board of Health or Board of Selectmen O Fire Department TOWN OF Barnstable TOWN HALL Hyannis, MA RE: Insured: KLAMAN, Saul &Anne Property Address: 25 Cross Way W. Hyannisport, MA Policy Number: H0318671 Type of Loss: Mold Date of Loss: 10/14/2003 File#: 97755 Claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed$11000.00 or cause Mass. General Laws, Chapter 143, Section 6 to be applicable. If any notice under MGL, Ch. 139, Sec. 3B is appropriate, please direct it to the attention of this writer and include a reference to the captioned insured, location, policy number, date of loss and file number. On this date, I caused copies of this notice to be sent to the persons named above at the addresses indicated above by First Class Mail. R. M. NEGUS Adjuster 6/9/2004 Assessor's ma and lot number .(.���.0. ...4�,. �.. ...a� C�� 3 p � � ' � SEPTIC SYSTE MUST BE INSTALLED IN COMPLIANCE- Sewage Permit number .......................................................... WITH ARTICLE II STATE SANITARY CODE AND TOVM ct ypi TH E l TOWN OF tl 1 \ V— �� P Vff Z MA"SMULS, Mb 9 .e�� t BUILDING INSPECTOR O'EOMAI o APPLICATION FOR PERMIT TO ... .N.. .. �4.+Kc4.... .W. ...C. Iia�..���F.X TYPEOF CONSTRUCTION ............W...O.t!d..... ................ ............................................................ . ............Iraly...... .0...............19.7...3. TO THE,INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...cY..'D.. :s..."9t..... ....... ? .W. .C.h...... .h..�j..7: �t....C-Lvx. ............ ProposedUse ........JQ.W....e-V l.I.a.f.......................................................................................................................................... ZoningDistrict ....... . ........................................................Fire District �.. ......�...................................... ..6.. .�.. Name of Owner 0.!'.:&.AAJ.....� h.....................Address Name of Builder .....ro.4L'...Gfi1 ..f. .i.�2.S..................Address � Ji.c�.G.1?CI'., ��.tJ.7`.e. G�... .kl��ho.. fE1�..Q.t'�� Name of Architect 5rgh./Z...C..14.1..9.9 11 �1 1..�.5.................Address ...,.....................................................�......................... Number of Rooms ...... .........................................................Foundation ..Rgs.r.!.C°A......Cati..I;. r..�..td................... Exterior .......tii/a ...............................Roofing ..........A.S..,P. ....f.L.f!. ............................................. Floors ..........f....3r..................................................................Interior ��1..4�. ./.:v.�� .. Heating ........ ;.�t`:'.i. .r. ..C.�t�.... RS.�'.�?.�.4..E'.Gf.....Plumbing .....2. r...... ................. Fireplace ............../...................................................................Approximate Cost .... . .4...................................,,...�.``...... Definitive Plan Approved by Planning Board ________________________________19________ . Area ...... ... .....1 .". . Diagram of Lot and Building with Dimensions Fee t� I SUBJECT TO APPROVAL OF BOARD OF HEALTH x �. 8 - I l Z X �d- 1�I ,/4(a�/� �JJ� � 6DO f ( �0 vov C- i 5 VPTI c.-rAN � lIt —40 + _ C PN O S S .S T, I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. w D _ Name .. -. .C."........ ` -./..,,,.......................... Klaman. Dr. Saul 2. Perhit for sto No ... single family dwelling (original destroyed by firel ............................................................................... a6 Cross Stime . ......... Location .........................................Q -WeA Hyanni sport ............................................................................... Owner Dr. Saul Klaman Type of Construction frame .......................................... ................................................................................ Plot ............................ Lot ................................ Permit Granted ...........J.... 30 73 Date of Inspection .. .... ................ 19 Date Complete (/eL4b�,'9 d .b .............1 b PERMIT REFUSED ................................................................ 19 ............................................................................... ............................................................................... ............................................................................ ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... Assessor's map and lot number .....`..a....... -SEPTIC SYSTEM' MUST BE Sewage Permit number ..-73.' ..;. ....... IONIST,AL'LED IN COMPLIANCE r,�°y. �♦� House number . 'Z pco AND a 9TAD a. ik�;,itl i 1 �°� �'��� i+41 d3 E�1Z&d 90 M6 B L GVYi1011'1S O'EONPYp'� TOWN OF BARNSTABLE BUILDING SPECTOR f l APPLICATION'FOR PERMIT TO .............. ............................................................................................................. TYPEOF CONSTRUCTION ............... ... :.............. ................ ................................................................... r _ . .....-191 J TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to t e foll ing information: Location ........................ -.. ......1 .. . '`...................................................................................................... ProposedUse ..................[�af�' '1................. ..................... ......... ..... .. .VQ.................. ZoningDistrict ...................Fire District ........� .. ,. ....... .......... ... '.................................... Name of Owner .....S�q.V� .. ..........,. Address ...d ... .. ....... ... .............................. . .. Name of Builder ...... .. '"".....Address Nameof Architect ...................................................................Address .........................:.......................................................... � y Numberof Rooms ................. . .............................................Foundation ............... ....... . ..... . ........................................... Exterior ............ .......... ..... ..............................................Roofing ..................................... .. ..... . ............................. Floors ........ ................................................Interior ............... ........................ ............... .................... ....... .................. Heating ............. .. :......I..................................Plumbing .......................... ........ ..............................: Fireplace ................ .®.......................................................Approximate. Cost ...............30 0......../..............."...I....... .... Definitive Plan Approved by Planning Board --------------------------------19-------- . Area ....................../// .................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH )16 �7 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS S/12 Fe 1 hereby agree to conform to all the Rules and Regulations of the T. of Barnstable regar ing the above construction. Name ...... ................... .... ..................................... O® S6 Construction Supervisor's License . KLAMAN, SAUL B. 27473 ADDITION No .... Permit for .................................... Sin le Fand�yp�4ing .............. . .............. . ............................. Location .....25 s r Cog7Stasm-t ..... ................................... . ... West Hyannisport ... ..................................................... ....... . ... of Owner .........Saul B. Klaman .............................................. ........... Type of Construction .....Frame..................................... .......... ...................................................................... C4 -Plot .......................... Lot, ............................... Permit,Granted ..•...January 29....................... 19 85 Date of Inspection ................................... 19 17 41 -7 Date Completed ....................... .......19 f ......... J Assessor's map and lot number am2.1. �3 0A . �� 73 f/?o� SC-u�/-7C •. Sewage Permit number ... .. ............ .. ........................... ��..C, /6vUlJ�GO. yofTHETo�` T WN OF BARNSTABLE � r Z BBHHSTODLE. i "b 9 0 d non DuILMOC INSPECTOR PY a' APPLICATIONFOR PERMIT TO .................................................................................................. ...................... TYPEOF CONSTRUCTION ..................................................................................................................................... ? ..4......., /........................19,1.:` A J TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: / p Location ;:.�.......N:l. ..........rah:...ta✓'1�11f�`I�LY. r /.....1. t?Y .............................................S.... .......... ProposedUse ............................................................................................................................................................................. ZoningDistrict ........................................................................Fire District .............................................................................. Nameof Owner .�7�' ..,ff/� `�i��1� .�:. ...... .... .........................Address ..................^.......................................... ....... ............ Name of Builderh?�,!ir'./ ....,,%,....�' t'�% .........................Address .. ��...... . ....... .............: . ............................. Nameof Architect ..................................................................Address .........................................................0.......................... Numberof Rooms ..................................................................Foundation ............................................ Exterior ...... ..............................................................Roofing .....: .......0.......................... ....................... Floors .....C:E0J,: /I7...... ......................................................Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ........................:............:............................................Approximate Cost ...... ....................................... Definitive Plan Approved by Planning Board ________________________________19-------- Area .. ....Y ......... Diagram of Lot and Building with Dimensions Fee ��— SUBJECT TO APPROVAL OF BOARD OF HEALTH � b �b I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name,�. .z�:uik/./., 1 ��' �� ................................... I Klaman, Dr. Saul No ...16822... Permit for .,,...........................add breezew ..... & garage to..dwe.11ing .. ...... ......... p Locat l Cro Street 4 .........ss......... ............. t ................... ..Hya ?? .................................. i l Dr. Saul 4 , Owner ......:..................................Klaman......................... Type of Construction ...................frame....................... i ................................................................................ +f Plot ....................... .... Lot ................................ 1 P 1 f 1f December 73 k. Permit Granted Date of Inspection ......19 Date Completed PERMIT REFUSED tt ................................................................ 19 ............................................................................... 1 ............................................................................... # ............................................................................... Approved ................................................ 19 1 ............................................................................... ; . 9'-2- 38'-0' T-F A A A JAA - EXIST. EXIST. EXIST. EXIST. EXIST: EXIST. EXIST. I b _ 14 NEW MARVIN INTEGRITY 24' w IMPACT GLAZING NEW BUILTOVER EXIST. ROOF TO BE - CIRCLE WINDOW EXIST.ROOF I IS BATH Q EXIST. EXIST. EXIST. O INSTALL NEW FIRE RATED GYPSUM BOARD X BEDROOM 3 BEDROOM 2 O BEDROOM 1 N ALLLNEW2z8NG CEILING JOISTS IF AFL CD NEW CURRENTLY IACKIf,I OZ .7D , I - EXIST ROOM &ACCESS PANEL(` w SUN ROOM O - VENT FAN TO X X X N S C OUTSIDE (VAULTED CEILING) w w w w m q!.T IDGE BOARD I 4 _________ " REMODELED ARAOG E LE D - - __———_—_— 1 II S © I I 1 (2)KING&JACK -y I 1 STUDS AT EACH o_ w I I I ROUGH OPENING 02 I`r I I �� T 1 L /,P w LO x I I EXIST. 1 NEW COVERED EXIST. Aj � ENTRY ti w I I LIVING KITCHEN 00 O 1 1 9 1 9 EXIST. EXIST. UTIL. f- I N W --- � q A 1 DW A N --- EXIST. EXIST. EXIST. EXIST. EXIST.lit ROOF FRAMING PLAN g2 36'-0- 3'E- FIRST FLOOR PLAN NEW ASPHALT ROOF LEGEND: SHINGLES 6 RIDGEVENT TO MATCH EXISTING 0 EXISTING WALLS NEW FASCIA,SOFFIT EZE BOARDS 70 MATCH FR r--� CONSTRUCTION TO BE REMOVED I �--� EXISTING NEW CONSTRUCTION , /A NEW SIDING&WINDOW IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS TRIM TO MATCH EXIST. T CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION a TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMENT SLAB CRAWL SPACE WALL U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE 0.35 0.60 38 20 30 10/13 10(2 FT.DEEP) 10/13 NOTES: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. FRONT E L E VAT I O N R EA RT E L E VAT I O N 2.OF T MEANS OR CONTINUOUS INSULATED SHEATHING THE INTERIOR OR EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR R OF THE BASEMENT WALL 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS TH DESIGNER SHALL BE IF ERRORS OR OMISSIONS A'REETIFIED FOUND ONY r3/13/2014 CALE : DRAWING NO.: COTUIT BAY DESIGN, LLC REMODELING FOR: THESEDRAWINGSPRIOILDING CONTRACTOR 43 BREWSTER ROAD MIL aE RESPONSIBLE ORIT ECONTENTTOR4" = 1'-0" IN THESE DRAWINGS IF CONSTRUCTION Al CHESENCES RAWIN SA RE SOELYINOTHE DESIGNER OF ANY ERRORS OR OMSSIONS. MASHPEE MA. 02649 KLAMAN RESIDENCE OF THE ANY YOTHERUSEOFATE �`6 OF THE OWNERNOTED.ANYOTHERUSE N PH. (508)274-11 VV THESE EDESIGRE THEUNDWRITTEN FAX(508) 539-9402 231 FIFTH AVE., WEST HYANNISPORT, MA ARHITECTFTHEDESIGNHTPROECTI ACT OFICTURAL COPYRIGHT PROTECTION r . w.: - -NOTES: '.: . .. OPTION MI .. TYP.8"CONCRTE - HEADER SIZE ® ® ® (a) Q ® O FOUNDATION WALLS INSTALL(2)5/8"ANCHOR BOLTS EVENLY L I n Tn.e SPACED W/SIMPSON BPS 5/8-3 BEARING W/8"x 18'CONC. A PLATES ON EACH WALL(FIG.5DETAIL) 1•) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS FOOTINGS W/2x4 A &DIMENSIONS IN THE FIELD a I - KEY TO4'D'BELOW GRADE 4 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, " DETAILS,&FINISHES IN:THE FIELD WITH OWNER 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT OPTION#2 NEwzx6s(�18 D.C. FIRST FLOOR TO BE 6'-8"ABOVE SUBFLOOR HEADER s1z ® ID © ® ® m O 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 I �-a•I-Tr,sA• o ,( rw �, , 5.) ALL WINDOWS&DOORS TO HAVE SILL PANS&ICE/WATER SHIELD FLASHING CUT 38"WIDE — VERIFY ALL EXIST.DETAILS - ACCESS INTO ON EXIST.GARAGE&HOUSE 6.) 110 MPH EXPOSURE C WIND ZONE NEW CRAWLSPACE FOUNDATIONS PRIOR TO START OF CONSTRUCTION 7.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY• I OR HORIZONTALLY Wl BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING FIG.taoerAlL ro u NOTE:UNDERPIN EXIST.FOUNDATION 8•) ALL LVL LUMBER/BEAMS TO BE 1.9e L/480 LOAD - `"' WALLS AS REQUIRED - FRAMING 2 WINDOW AND DOOR OPENINGS PER FIG.17 m! NEW VERIFY INFIELD 9.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE w CRAWISPACE, 10.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SLAB NC. SIMPSON COMPONENTS - EXIST. 11.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS EXIST.GIRT _ GARAGE TO BE 3000 PSI EXIST. 12.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE CRAWLS ACE DURING FRAMING CONSTRUCTION 13.) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"B" &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF MASSACHUSETTS WIND SPEED MAPS -- P.T.2x8's@I6"o.c. 14.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE IMPACT GLAZING H: ATTACH BEAM TO WALLS W/SIMPSON HU210.2 15.)ALL AZEK TRIM TO BE PAINTED WHITE&ALL JOINTS/NAIL HOLES SEALED. X� ZMAX HANGER E w j4 16.)THIS ADDITION DOES NOT MEET ALL OF THE REQUIREMENTS OF THE 110 MPH 1 2- .r.z as WOOD FRAMED CONSTRUCTION MANUAL CHECKLIST,THEREFORE PER NOTE#1 u ADDITIONAL STRAPS&HOLDOWNS ARE REQUIRED. P.T.2x 10 LEDGER BOARD LAG BOLTED TO A.STEEL STRAPS PER FIGURE 5 ARE NOTED A SOLID BLOCKING W/(2)LEDGERLOKBOLTS B.20 GAGE STRAPS PER FIGURE 11 ARE NOTED A 16'D.C.W/ZMAXJOISTS HANGERS ATBOTH=NDS C.UPLIFT STRAPS PER FIGURE 14 ARE SHOWN D.ALL STRAPS PER FIGURE 17 E.CORNER STUD HOLDOWNS PER FIGURES 18A&18B ARE N/A NAILING SCHEDULE FOUNDATION PLAN TYP. ROOF CONST. 1 110 MPH EXPOSURE C WIND ZONE 2 x 8 ROOF RAFTERS @ 16"o.c. JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING -5V COX PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES(HIGH WIND NAILING) ROOF FRAMING: -15L6.FELT PAPER BLOCKING TO RAFTER TOE NAILED 2.8d 2-10d EACH END -11"BAIT INSULATION - RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END @ FLAT CEILINGS(R=38) WALL FRAMING: 2 x 6's 16"o.c. (5)10dl -2 x 10 RIDGE BOARD AILS EACH END SIMPSON H 2.5 HURRICANE CLIPS TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-18d 5-18d AT JOINTS R - AT ALL RAFTER ENDS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"D.C. -ICE/WATER SHIELD AT BOTTOM HEADER TO HEADER(FACE NAILED) 16d 16d ?8'o.c.ALONG EDGES ACCESS TO ATTIC 12 -PROP-A VVENT BETWEEN RAFTERS FLOOR FRAMING: THRU EXIST.ATTIC �S -WIND WASH BARRIER BETWEEN RAFTERS JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4$d 4-10d PER JOIST ALUMINUM DRIP EDGE BLOCKING TO JOISTS(TOE NAILED) 2$d 2-10d EACH END -RIDGE&SOFFIT VENTS BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK. NEW 2 x 8's @ 18'o.c. TOP OF PLATE LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST 2-2 x 8's JOIST ON LEDGER TO BEAM(TOE NAILED) 3$d 3-10d PER JOIST TYP.1/2"GYP.BD AZEK BEAD BOARD TYP.WALL CONST. CEILING i x 3 STRAPPING @ 18"D.C. Lj BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-18 d 3-16d PER FOOT 1.2 x 8 STUDS @ 18'o.c. Z NEW NEW 2.1/2"PLYWOOD SHEATHING y ROOF SHEATHING: P.T.2 x 10 LEDGER BOARD LAG BOLTED TO 3.6"(R=20)BATT.INSULATION w WOOD STRUCTURAL PANELS(PLYWOOD) SOLID BLOCKING W/(2)LEDGERLOK BOLTS HALL BATH 4.1/2"GYPSUM BOARD = - RAFTERS OR TRUSSES SPACED UP TO 18"o.c. 8d 10d 6"EDGE/6"FIELD 18'o.c.W/ZMAX JOISTS HANGERS A7 BOTH ENDS 5.W.C.SHINGLE SIDING _ RAFTERS OR TRUSSES SPACEDOVER 16"o.c. 8d 10d 4'EDGE/4"FIELD TYP.3/4'T 8 G PLYWOOD 6.TYVEK VAPOR BARRIER GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGE/6"FIELD 'l 7.6 MIL POLY VAPOR BARRIER(INTERIOR) GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/8"FIELD AZEK DECKING SUBFLOOR-GLUED&NAILED FIRST FLOOR W/STRUCTURAL OUTLOOKERS SUBFLOOR GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD - 2-P.T.2 x 8's NEW 2 x s D.C. � CEILING SHEATHING: SPRAY FOAM INSUL.(R30) GYPSUM WALLBOARD 5d COOLERS — 7"EDGE/10"FIELD NEW TYP.8"CONCRTE WALL SHEATHING: CRAWLSPACE FOUNDATION WALLS WOOD STRUCTURAL PANELS(PLYWOOD) W/8'x 18"CONC. STUDS SPACED UP TO 24'o.c. ed 10d 6"EDGE/12"FIELD FOOTINGS W/2 x 4 1/2"&25/32"FIBERBOARD PANELS Ed -- 3'EDGE/6"FIELD KEY T04'O'BELOW - 1/2'GYPSUM WALLBOARD 5d COOLERS — 7"EDGEIIO"FIELD 2"CONC.SLAB GRADE FLOOR SHEATHING: rABUILDING SECTION HALL/BATH WOODSTRULPANELS(PLYWOOD) 1'OR LESS THICKNESS 8d 10d 6'EDGE/12'FIELD A2 GREATER THAN 1"THICKNESS 10d 16d W EDGE/6"FIELD THE �ALL BEIF ERROR SDESIGNER OR OMISSIONS ARREE FIOUND FIED ONY SCALE : - DRAWING NO.: ;. COTUIT BAY DESIGN LLC REMODELING FOR• THESEORAWIN.THE ORTO DING CONTRA WILLBBE ESPONSIBLEFORT ECONTENTTOR 1/4" 43 BREWSTER ROAD IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE MASHPEE MA. 02649 KLAMAN RESIDENCE DESIGNER OF ANY ERRORS OR OM SSIONS. DATE . THEBE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF PH. (508) 274-1166 THESE DRAW INGSREOUIRES THE WRITTEN 3/13/2014 FAX(508) 539-9402 A2 231 FIFTH AVE., WEST HYANNISPORT, MA AARCSOEECTU AL DESIGNER UNDER R07ECTE ARC OF THE COPYRIGHT PROTECTION a As IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS CLIMATE ZONE 5A'(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION Tj'6 TABLE 402.1-1 (MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) RE-BUILT - - FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLODR BASEMENTWALL BASEMENTSLAB CRAWLSPACEWALL DECK CAZ�ER CASING POSTS WI U•FACTOR U-FACTOA R-VALUE R-VALUE R-VALUE R•VALUE R VALUE R-VAUIE - - - F1 - - 0.35 0.60 3B 20 30 10113 10(2 FT.DEEP) 10113, 6•a• 11•s• 1T y V-2. NOTES: 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. 2.10113 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR _ OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL ® 3.REFER TO IECC 2009 CHAPTER 4FOR ALL INSULATION&ENERGY REQUIREMENTS UNE OFSF --.---.-- - - _ -" DECKABOVE - - (,YEW AZEK OR TIMBERTECH - DECKING,VERIFY COLOR) SMOKE DETECTORS REVIEWED EXIST. EXIST" EXIST. EXIST EXISTCLdS. BA NSTABLE BUILDING DEPT. DATE _ N N B EXIST. I A6 FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING NEW STUDY UNEOFS.F ovE (FORMER BEDROOM) EXIST. NEW - - - - GAS� LIVING GAS CARBON MONOXIDE ALARMS FIREPLACE � - / G )pC MUST BE INSTA ., cm N MOVEOPEN EXISTCts a A MASSACHUSETTS BULL E9 PET{ +" ds > -- ---- -- - :CODE - 4 Fw ei it ST. "# A6 QUGI �'' u - � LAYO(VERI TWlO N ) Ex1s�. zB xseE 4 4 SD IMPORTANT ODE REQUIRESDTH REQRADI UIF ED NEW OFF ___ —————_—_ LAYOUT W/OWNER) 2 LITEUTE R! BATH/ ----�j ---CUNEOF I {PI CH2'TOOO-RDOOR t� � L'DRY. 3xs _=-J SF.A3O� I I EXPANDE W16x6VWFEMBEDDED SMOKE DETECTORS FOR THE ENTIRE DWELLING HENS! s ;,5,,, ——— I I BREEZE- ONE OR MORE SLEEPING AREAS ARE ADDED OR CR ATED. WAY A O " HEXIST. 00 NOTE: A SEPARATE PERMIT IS REQUIRED FO THE ylo\ UNBER - I Q ENTRY 1 REMOD. INSTALLATION OF SMOKE DETECTORS•THE ELECT 3ICAL. ® KITCHEN O 4 PERMIT DOES NOT SATISFY THIS REQUIREMENT. 1 e s}1 D Inf UP u'S NK �./� ------------ -- - _ 1 UNE OF S.F ABOVE SD•X T0.0."DOOR EXIST EXIST -EXIST. EXIST. - to CONC - NEW COVER OVER - EXIST.PLATFORM _ APRON B RS C FIRST FLOOR PLAN LEGEND: Q SMOKE DETECTOR 1 © EXISTING WALLS CARBON MONOXIDE DETECTOR \� 0 -- CONSTRUCTION TO BE REMOVED ®HEAT DETECTOR REVISED: 5/8/2012 UM NEW CONSTRUCTION COTUIT BAY DESIGN. LLc NEW ADDI "ION/RENACIDELING FOR. T)f.SE0&lbREN LLC 6ATOSIATOF ERRORS OR 0Y%.SSI018 ARE FOU;i5CR SCALE : DRAWING NO.':. Co.VS ORANINJS PR Oa i0 ETARTOF l� 43 BREWSTER ROAD `°"5'R'R`1'0"THERUIUDIrM FORnE OWEW`� 11411 JN T S RES A%..j"Sj Co nE W ON MASHPEE MA. 02649 COMMEEORAMHOUFCOtATR I1C KLAMAN RESIDENCE GOIIMENCY.RXJS ERR OUTNDRFI'fWl� DATE : PH. (508)) 274=1166 OET.EOWtFANOTEO ASG2 ZRu Sa FAX 50$ 539-9402 T•LEE�Y,ROSRRa"RES7K MrIEN ( 25 CROSS WAY WEST I-IYANNISPORT, MA a�o` WTEOANYopR_TErrlm T�SEWOFTOECS"tEETMEYJRR7El� .311/2012 A 1 O011EEM OF THE C59Gl�RIAa"I�-4TE ARCMTECN--RAT COiYp(GNi PRDTEGP.ON EVISED:518/20 RE-BUILT DECK AZEK OR TIMBERTECH . RAILINGS&DECKING .. - .. (VERIFY ALL OETAILS 8 COLORS W/OWNERS , '. - EXIST. ._.. . . •. -P W4T EXIST. EXIST - t4• - ; - u . _. Ow - : _ . 1 NEW . , - ,.. .• .. ,.•. '. - PJEVJBALCONY - = AEMOD. VERFY OCATbN As b .. - OF GAS F.P.VENT - - BATH - - FROM FtRSFFLOOR' - ANDERSEN" ANDERSEN_ ANDERSEN - - TRHOUGHSECOND - STORML'JATCH STORMWATCH STORMIKATCH .,- ,•. .• FVJG26663 FVJGb46PL FWG26EES _ FLOOR' OE - - _ NEW - � _ r� _ _ P a EXPANDED L01=T REMODELED �. 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'.WELD FLITCH PLATE - ' TO STEEL POSTS - SS SIT -5'-S - . - - GABLE ENO WALL TO BE - - SALOON FRAMED FROM s ' 'f SECOND FLOOR TO RAFTERS - 3_, - T-0" 15'-itT. _ - RO' "3tl'_ e - SL07 FOR.f .0' - (OASLEOORMER) (SHED DOR ER) - (GABLE DORMER) _ - FLITCH PLATE < e n,� w r , a. ,.RA (�'�`-, 'PLAN, ROOF F1..\/ ♦MIN V - STEEL - ''+ BOLT LVL<STHRUFUTCH* - 4 9 < - - -` POST • PLATE Wl 1/2'HARDWARE ®,16'o:c.TOP880TTCM. STAGGERED - _ _ - ENZ IE POSTS/BEAM DETAIL N0 SCALE fit REVISED: 5l8J2012.` TRELEs:°et+sNAtleerar EO FAr. SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLc NEW ADDITIONIREMODELI NG FOR: OTIONT EBUREFOONTR TRESEORAWt,*3 PRIOR TCT START OF �� 43 BREWSTER ROAD .. INTH:SEORAWNGSIFOOMTRMTIO,T F - CONV.E.•KFZ:S vImollJIT�w THE - MASHPEE ,MA. 02649 KLAMAN RESIDENCE �M �SARE°�YF`�'w DATE PH. (508�274-1166 OFTZGRAWNGSRECLORES HERUR& FAX Aso )539-9402 25 CROSS WAY (NEST HYANNISPORT, MAo° Vl4GSRECAREaTTEVFlTTEtT 3l1J2012 CONSENT OF TN.E OE913�01 UMM TSE ARCWC=;;t COPYP_Oh?PROTLiRCY - ;. ....„ ` NODOSE NQ :DIA. -.HIN.ENBEA MIN.REBAR L£NG - - R00:^ SHEATHING ROOF-SHEATHING REVISED: 5.18l2012 EDGE NAILING ' SSTB16 5/8 12 SO' 5/8 16 _ - ROOF RAFTER - .. y •- - - 2X BLOCKING BETWEE PER PLAN- - -BUILT-UP.CORNER STU - SSTP24 '5/8. 20 66' -. - ...-y .. 5 RAFTERS (NOTCH FOR .`..'^' ` _.. O'ERDE7gLL, )\ SSTB28 7/8 24 ,(, 74' - VENTILATION IF REQUIR '. " • \ SSTB34 .:1/8 2B �' 82' - - - - .REFER TO ARCHITECTURAL .EDGE NAILING_ -. - - SDIx30 �: ..{ 24' 96' "PLANS FOR MORE INFO.) :,,.- ■NOTE, 114 REBAR TO BE CENTERED ON HOLDOWN - -AND LOCATED 3'TO 5' DOWN FROM TOP OF - - - - HIIU HOEDOWN FOUNDATION WALL - o PER SIMPSON"AlACTURER'S SPECIFICATIONS, . w ..J DOUBLE 2X TOP.PLA E 'THREADED ROD ROOF RAFTER PER PLAN. C REFER TO ARCHITECTURAL - - -.- _. ,. k4 REBAR _ ANCHOR- (PLACE PLANS FOR A. n .: .• ON TOP S17F ANCHOR k RAFTER DIMENSIONS AND H2.SA(INSTALL PRIOR 3' TO - c - EAVE , TO BLOCKING AND " 4�REBAR v w - N CORNER - • - 4 a r APPLIICATION) DETAl, PLYWOOD SHEATHING) TL�.E 2X TOP PL - ALTERNATE - _ - 2X STUD' _ SILL PLAYS - - - - _ .d. a ANCHOR BOLT -. - BEAN H2@ RBC(INS PRIOR � - - - - - , iSP(INSTALL PRIOR (PER GSN), ,SSTB HOLDOVN'ANLHO " EIffiE DISTANCE . (IF SHOWN_ON PLAN)TO WAIL SHEATHING TO PLYWOOD - v _._ 1.75'. FOR 2X4 VALE DR ON - ` - 2.75- FOR 2X5 WALL SHEATHING), NIK REBAR TOP PLATES. DOUBLE V .NOTE, NOT REQUIRED - - yD1, . TOP PLATES, PROVIDE IF H2A IS USED A7 HOLD ,DOWN C°) PLAN VIEW - RAFTER TO TOP PLATE 90• BEND TO EVERY RAFTER. BLOCKING) _ . EXTERIOR .BUILDING CORNER 2x6 WALL SHEARWALL SCHEDULE SHEARWALL NDLDD�WN " SCHEDULE • :- LSTA STRA.o E I6' O.C. - 6x6 DOUG FIR`POW UC.' 4' O.C. (PER GSN) - _ - „. • - - < WALL TYPE SCHEDULE+ FIRST.FLOORHOLDDOWNS: :. ROOF SHEATHING * ._ - 1717 - Lin'PLYWOOD•(EDGES BLOCKED) - ` - ' (7> -IOD NAILS - /1\ Ed CO.MMO.V OR GALVANIZED BOX NAILS©6-O.C.EDGES AND O.(1)-CS 16 COIL STRAPS W/(26)l Od(0.148'x 3'LONG)NAILS WHEN " @ EACH EN _. HOLD DOWN - / - Ir O.C.FIELD - STRAP 1S APPLIED OVER PLYWOOD SHEATHING(15"MIN.STRAP (PER PLAN) ++ ++ . .• - END LENGTH AT EACH END OF STRAP)OR(30)Ed(0.131 x 2.YZ'LONG) _ %PLYWODD-(EDGESBLOCKtD) MAILS�WHFN STRAP IS APPLIED DIRECTLY T02XFRANIIAIG Ed COMMON OR GALVANIZED BOX NAILS Ca 3"O.C.EDGES AND MEMBERS.(17"MM.STRAP END LENGTH AT EACH END OF STRAP) '`. +++++++ �A-t++++{'+ ._ PLAN VIEW ELEVATION VIEW -�" 12,O.C,FIELD. - PROVIDE HALF OF THE�DNAILS SPECIFIED ABOVE AT EACH END OF STRAP IS LOCATED AT EXTERIOR WALL ALTERNATE, NOTE :`. :, "' _... - - .CONTINUE STRAP TO SINGLE STUD IN FIRST FLOOR WALL IF THERE _ .. .. -•- - _ NOTE:FOR PLYWOOD SHEARWALL TYPES 1 AND2 LISTED ABOVE, • IS NO SHEARWALL BELOW,THE DOUBLE STUDS AT END OF THE RQOF RAFTER PER PLAN 1. ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH - 8d COMMON ORGALVANIZED BOXNAIS=(0131-x2 %7) GUN - i •SHEARWALL IN FIRST FLOOR WALL BELOW.OR WRAP THE.STRAP (2)ROWS OF 16d(0.162'x 3S')NAILS AT 6.O.C.-FOR :. NAILS MATCHING THENAB.DIAMEIER AND LENGTH.MAY BE USED - -. . ALTERNATE•ATTACH OPPOSING 2ND STORY SHEARWALLS. AROUND THE HEADER BELOW.PROVIDE HALF OF THE REQUIRED r a - AS A SUBSTITUTE. - - RAFTERS BELOW RIDGE BEAM OR - '� �� � �� � � NAILING AT EACH CND OF THE STRAP.) - - - RIDGE BOARD WITH 2 x 4COLLAR- .2. ATTACH-STUDS ATBUILT-UP CORNER TOGETHER WITH- - - - •. TIE AS SHOWN. RIDGE STRAPS NOT (2) ROWS OF 16d (0.162'x 35')NAILS AT 4' O.C. - - - - ' " REQUIRED WHEN USING A CELLAR STAGGERED FOR IST STORY SHEARWALLS.. SALE: PLATE CDNNECTI©N ASCHEDLILEI (2)-CS16COILSTRAPSWt(26)lOd(0.148"x3`LONG)NAILS.WHEN .. E 2 STRAP IS APPLIED OVER PLYWOOD SHEATHING(15-MIN.STRAP BUILT-UP CORNER ` CONNECTION TO FLOOR RIM BOARD END LENGTH AT EACH END OF STRAP)OR(30)8d(0.131 x 2 X"LONG) STRUCTURAL RIDGE `BEAM - ' ', - MAILS WHEN ST'RAPIS APPLIED DIRECTLY TO2XFRAMWc END OF SHEARWALL MEMBERS-(17`MIN.STRAP END LENGTH AT EACH END OF STRAP). WALL-TYPE SOLE PLATE CONNECTION?O RIM BOARD PROVIDE HALF OF THE REQUIRED NAILS SPECIFIED ABOVE AT t /*i (3)-I6d COMMON NAILS PER 16'. - COCNTINUE H END OF TO DOL�BSTRAP LE STUD IN FIRST FLOO IS LOCATED AT EXTERIOR R WALL IF WALL, .. 1•.\ - THERE IS NO SHEARWALL BELOW,THE DOUBLE STUDS AT END OF - 2 (4).16d COMMON NAILS PER 16-. THE SHEARWALL IN FIRST FLOOR WALL BELOW,OR WRAP THE STRAP A-ROUND THE HEADER BELOW.PROVIDE HALF OF THE REQUIRED NAILING AT EACH END OF THE STRAP.) CONNECTION TO CONCRETE FOUNDATION - - -O'(3)-CS 16 COIL STRAPS W!(26)10d(0.148'x 3"LONG)NAILS WHEN STRAP IS APPLIED OVER PLYWOOD SHEATHING(I5-MIN.STRAP SILL PLATE CONNECTION TO CONCRETE ` - - END LENGTH AT EACH END OF STRAP)OR(30)8d(0.131.2-}-LONG).. S<'INA ANCHOR BOLTS AT 32"OC. N STRAP IS APPLIED DIRECTLY TO 2X FRAMING LEGEND: NAILS wI� MEMBERS.(17"MIN STRAP END LENGTH AT EACH END.OF STRAP): w A130 PROVIDE HALF OF THE REQUIRED NAILS SPECIFIED ABOVE A NOTE ANCHOR BOLTS REFERENCED YE TOBE HE DIAMETER A307 T` a _ STEEL ANCHOR BOLTS WITH 3"x 3'x Ye'PLATE WASHERS\\7ITi 7' CONTINUE.STRAP TO DEACH END or STRAP.(IF S LE STUD IN FIRST FLOO IS LOCATED AT EXTERIOR WALL IF �L - /t\ SHEARWALLTYPE ' ' MD•IMUMEA'LBFDr1EN'TITDCONCREfE_ TI-IL-REIS\'O SHEARWALL BELOW.THE DOTIBL£STUDS AT END DP !) SHEARWALLGRIDL1NE SHEARWALL'CQNSTRUCTION+ D THE SHEARWALL IN FIRST FLOOR WALL BELOW,OR WRAP THE O STRAP AROUND THE HEADER BELOW.PROVIDE HAL OF THE F 1_ALL SHFARNALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X-- - - - REQUIRE NAILING AT EACH END OF THE STRAP.) SHFARWALL HOLDDONVN TYPE a STUDS AT EACH END OF WALL.(UNLESS NOTED OTHERWISE) FOUNDATION HOLDDOWNS: i 2.FACE NAIL DOABLE TOP PLATES W116d 24AUS AT 16"O.C. USE(8)716d A SHEAR WALL HOLDDOWN NAGS AT EACH SIDE OF LAP SPLICES INTOP PLATES AN NLV I - . _... 3.NAn DEG FOR PERFORATED S1�ARWALLS TO BE CONTINUED ABOVE O COUSL R NUT BETWEEN STB24 AND x"THREADED " W/C .. SHEARWALL OUP ROD INTO • ` "' : ANDBELOW ALL OPENINGS IN SHEARWALL. HOLDO\VN. POSITION SSTB24 W/ANCHORMATE TO FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT ' PERFORATE SHEARWALL.CONTINUE PLYWOOD ABOVE 4'1 _ ` 4.ATTACH DOUBLE 2X STUDS AND BUIL7UPCORNER STUDS AT �-" PLACEMENT. ` AND BELOW OPENING WITH NAILING ACCORDING TO ' �: SHEARWALL ENDS WITH(2)16d NAILSAT6"QCFORSECONDFLOOR - ' SPECIFIED SHEARWALL TYPE. ". - SBEARWALLS AND NAILS AT 4.O.C.STAGGERED FOR FIRST• e HDUI1-SDS2.5W/SBIX30 1^.DIAMETER ANCHOR BOLTW/ FLOOR SHEARWALLS` CNW 1 COUPLERNUT BETWEEN SBIX30 AND I"THREADED 5-R( FERToHOLDDOWN SCHEDULE FOR.TIE DOWNS ATSIXARWALL_ ROD INTO HOLDOWN. POSITION SBIX30 W1 ANCHOIlMATE TO E NDs FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT PLACEME.IT_ - � r v� it�DESxltc'R 5fV1L 6E pOTlrIED6N:Y r - COTUIT BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: :L 4� � ==:r D�� E 05�0� SCALE : DI NG O._" MF.F'IC A cV CONS7RUCRON THE Bt71S1M11D OOt7lRncioR I l4rr YAL 8EaE5PoN M-FORi,CCOkiEM V 43 BREWSTER ROAD „ = tr3:EtWE ;� IN ilscSE ORnt51AG5 kFO0.SIR X7 Dtt MASHPEE;MA. 02649 KL.AMAN RESIDENCE N�: DIESECOPMA RAVOhTNOUINLELYFGR - TIE DE:ror.^ROFamrERRoasoRDsssas DATE.: ,-�a . OESECRAODAW ERRORS OR OWSS NSSE f . o .�O$STEREO���' (�% COHSHS-OR�OF1Y•SOESIGtL-�tILKFRlIE� 3/112012 PH. (5D8}274-1466 - FAX{50%53s-s402 25 CROSS WAY WEST HYANNISPORT, MA s'r�ONAL E�ff iiOIDR1tt CAPrwO}RPRDiECRO`t &CrO _ AOFOF iB9! t NOTES: ~ 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS GENERAL STRUCTURAL GENERAL STRUCTURAL ` (CONTD) &DIMENSIONS IN THE FIELD NOTES: N❑T E S L I 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 1.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS- 3-) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT MASSACHUSETTS STATE 13UMDING CODE FOR ONE-AND TWO-FAMILY FIRST FLOOR TO BE 8'-8"ABOVE SUBFLOOR DWELLINGS,8TH EDITION(780 CMR),AND ALL AMENDMENTS,WHICH IS ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE. BASED ON THE 2009 INTERNATIONAL RESIDENTIAL CODE ROOF WITH(1)TSP CONNECTOR AT 32'0 C. PROVIDE(9)-a0d x i y NAILS 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS To71-M STUD AND(6)-IOdNAus.TO THE DOUBLE TOP PLATE ;, STATE BUILDING CODE,8TH EDITION AMENDEMENT&IRC2009 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE CONNECTOR TO BE APPLIED DIRECTLY TO 2XFRAMING. NOTE-NOT 5.) THIS PROPERTY IS IN FLOOD ZONE A10 ELEV. 1.0 FEET WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&.PA),'WOOD :.REQUIRED WHEN USING H2A CONNECTOR PER NOTE 7,"ROOF FRAMING - FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY CONNECTIONS•. 6.) 110 MPH EXPOSURE C WIND ZONE,1.00 ASPECT RATIO DWELLINGS(WFCM)•AND THE-MINUMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES(ASCE7.62) THE BASIC WIND SPEED FOR THE 2.EXTERIOR.WALL STUDS ON SECOND FLOOR TO BE ATTACHED TO 7-) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, DESIGN OF THIS STRUCTURE IS 110 MILES PER HOUR WITH EXPOSURE STUDS ONFIRST FLOOR ACROSS SECOND FLOOR RIM BOARD W(1)CS16 OR HORIZONTALLY W/BLOCKINGAT EDGES,WEDGE/l2"FIELD NAILING. CATEGORY'C COIL STRAP WI(14)10d NAILS(7 NAILS AT EACH END OF STRAP)WITH A 8) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD STRAP CUT LENGTH OF I8'+THE CLEAR SPAN ACROSS RIM BOARD- - _ 3.THE CONT RA CT OR IS RE SPONSIBLE FOR CONTACTING THE LOCAL STRAPS TO BE SPACED AT32"O.C.(EVERY OTHER STUD)STRAP ISNOT 9.) SEE CERTIFIED PLOT PLAN DEVELOPED BY BAXTER NYE ENGINEERING FOR ALL - - _ - -- BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S).IF REQUIRED AT SHEARWALL HOLDDOWNLOCATIONS_CS 16 COIL STRAPS PROPOSED&EXISTING DETAILS - -THE BUILDING O FICIAL REQUIRES THAT THE INSPECTION(S)BE TO BE APPLIED OVER PLYWOOD SHEATHING. COMPLETED BY THE ENGINEER OF RECORD,THE CONTRACTOR SHALL 10-) FOLLOW ALL MANUFACTURER'S SPEC_IFICATIONS FOR INSTALLATION OF ALL CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE THIAE 1VHEN 3.ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP AT SIMPSON COMPONENTS THE INSFECTION(S)IS TO BE PERFORMED.T M CONTRACTOR SHALL 32"O.C.AND PROVIDE(6)10d NAILS TO STUD AND(6)IOd NAILS TO RIM INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTIONS ARE BOARD.ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH(I)DSP 11.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS VISIBLE FOR INSPECTION. IF DURING THE INSPECTION,ANY PORTION OF CONNECTOR PER 3T O-C- TO BE 30DO PSI THE STRUCTURE ISDEMvIED NOT VISIBLE OR IS INACCESSIBLE FOR ALTERNATESTRAP INSPECTION,FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE 12.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S A)ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP AT DURING FRAMING CONSTRUCTION EXPENSE 32'O.C.AND PROVIDE(b)10d NAILS TO STUD AND(6)10d NAILS TO RIM BOARD.WRAP STRAP UNDER FOUNDATION SILL PLATE AND OVER 75F 13-) THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE"C" 4-ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ONTHESE OF SILL PLATE,FILL ALL HOLES IN STRAP ON TOP OF SILL PLATE. &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN MASSACHUSETTS WIND SPEED MAPS ACCORDANCE WITH CATALOG C-2009. IT IS THE RESPONSIBILITY OF THE 3.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOF TO THE 14.)GLAZ►NGPROTECTIONPER780CMR530i.2.1-2TOBEIMPACTGLAZING .MANUFACTURER'S SPECIFICATIONS FOUNDATION VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS W/OWNERS PRIOR TO START OF CONSTRUCTION _ 5.ALL ENGINEEREDLUMBER PRODUCTS TOBETRUS JOIST OREQUAL 4.CONNECTIONSFORWALLOPENIIdGELE*+IITFTS-(REFER TO DETAIL 2-WF) 15.)TIMBER FRAMING TOBESPRUCE/PINE/FIR NO.2GRADE INSTALLED 1N ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS - - - - - = HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE 16-)ALL WINDOWS&DOORS TO HAVE SILL PANS&ICE/WATER SHIELD FLASHING ROOF FRAMING CONNECTIONS, L=1'-W T04'-0• (1)LSTA 9 t►)s[a 17.)ALL EXPOSED SIMPSON PRODUCTS&FASTENERS TO BE MADE OF STAINLESS STEEL L=4'-I'TOV4V (2)LSTA9 (2)SP4# .18-)ALL AZEK TRIM TO BE PAINTED WHITE&ALL JOINTSIMAIL HOLES SEALED. 1.ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE L=b'-!'TO 8-0' (2)LSTA 12 - (2)SP4 - - - RIDGE:WITH(1)LSTA 18 TENSION STRAP AT 16-O.C.STRAP TO BE - - - - INSTALLED OVER ROOF SHT'ATHING INTO RAFTERS W/10d COMMON L-8'-i'TO IU-W (2)LSTA 15 (2)SPH6 NAILS TO RAFTERS.(REFER TO DETAIL I-RF) L=IV-1-.TO 16-0- (2)ST2122 (2)SPH6* 2.ATTACH THE END OF EACH RAFTER TO THE DOUBLE TOP PLATE OF *ALTERNATE-THE CONNECTOR SHOWNFOR THE JACK STUD TOSOLE _ ATTACH THE EXTERIOR WALL WITH(1)H2.5A CONNECTOR. CONNECTOR TO BE PLATE CAN BE SUBSTITUTED THE SAME CONNECTOR SHOWN FOR - THE JACK STUD TOHEADER-A ATTACH CONNECTOR WITH HALF OF THE APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. REQUIRED NABS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS ALTERNATE-USE(1)H2A FROM EVERY RAFTER TO WALL STUD BELOW-_ TO THE SECOND FLOOR RIMBOARD ORFOUNDATION RIMBOARD WINDOW SCHEDULE TSP CONNECTOR PER NOTE'F."WALL FRAMING UPLIFT CONNECTIONS', CONNECTOR TO BE ATTACHED DIRECTLY TO 2X FRAMING AND IS NOT REQUIRED WHEN USING(l)WA AT E VERY RAFTER. RIMBOARD ALTERNATE CANNOT BE USED WHEN SOLEPLATE IS 3.BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE NOTE: A ANDERSEN A251 T-4 7/8"x Z-0 5/8" AWNING STORMWATCH BLOCKINGAT6'OC PROVIDE'V'NOTCH IN BLOCKING TOPROVIDE B " " TW2442 2'-6 1/S"X4'-4 7/8° DOUBLEHUNG STORMWATCH ADEQUATE VEN-MATION AS REQUIRED-BLOCKING TO BE ATTACHED A.HEADERS FOR DOORS AND WINDOWS To HAVE(1)FIR CONNECTOR AT DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/(1)RBC THE TOP AND BOTTOM OF ALL CRIPPLE STUDS. C -TW24310 2'-6 1/8"X 4'-0 7/8" DOUBLEHUNG STORMWATCH CONNECTOR H.HEADERS 4'4•AND LARGER REQUIRE(2)JACK STUDS AT EACH END D DHP56410 9-7 7!8"x 5'-0 7/8" D.H.PICTURE STORMWATCH 4,PROVIDE 2X BLOCKING AT THE RIDGE BETWEEN ALL RAFTERS AT THE of THE HEADER E " " DHP310410 T-11 718"x 5'-0 7/8" D-H.PICTURE STORMWATCH EDGE OF THE ROOF SHEATIIING.ATTACH SHEATHING TO BLOCKING Wt 8d NARS AT 6'O.0 RIDGE BLOCKING IS NOT REQUIRED WHEN C.PROVIDE(1)A23 CLIP ON THE TOP OF ALL HEADERS AT EACH END OF S14EA I DNG IS ATTACHED DIRECTL Y TO A RIDGE BOARD OR HEADER TO THE KING STUD ADJACENT TO THE OPENING. STRUCTURAL RIDGE BEAM. -D.PROVIDE(i)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF _ 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS - _ THE WALL,WITH(3)10d NAILS TO DOUBLE TOP PLATE AND(010d NAILS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS TOKING STUD.FOR CS 16 STRAP SIZEREFL-RTO NOTE"2"ABOVI FOR 2.ANDERSEN 400 SERIES STORMWATCH WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR FIRST FLOOR HEADERS PROVIDE(1)CS 16 FROM EACHKING STUD TO &INTERIOR GRILLES.LOW-E HP 4 GLAZING WI TRU-SCENE SCREENS&ESTATE SATIN NICKEL HARDWARE THE FIRST FLOOR RIM BOARD,FOR CS 16 STRAP SIZE REFER TO NOTE"4' ABOVE. - _E.KING STUD TO RRvBOARD CONNECTIORSPECIFIED IN NOTE TT ABOVE IS NOT REQUIRED WHERE A SHEARWALL HOLDOWN IS ADJACENT TO THE OPENING. F.SILLS FOR OPENINGS LESS THAN 4'-W WIDE REQUIRE(1)A23 CLIP AT THE BOTTOM OF THE SILL PLATE TO THE KING STUD AT EACH END OF THE SILL PLATE.FOR OPENINGS 4'-0"AND LARGER.PROVIDE(2)A23 CL1P5 AT EACH END OF THE SILL PLAIF ON THE TOP ANDBOTTOM OF THE SILL PLATE 5I8 REVISED: 120 2 IVIZDE . _ 111y�` �\:. ERRORS•OROWSS10`BAREFWXRSH�LBENO'OV'mCA SCALE : DRAWING NO. COTUIT BAY DESIGN, etc NEW ADD IT.I ONIREMO_DELI NG FOR: o tAARKA V.1 Lt BE RESPOt5fR10RR THECTOi _ • Mt.K N i. Co 8T MBON THE EflUMN3 ON OTOR 1 I411 43 BREWSTER ROAD E; CO MESEORAVATHO TCADSIRUCRON COMMEI.Y YATWI(f NOTWflNUOR A1 .0 DEAOtEROFAHYER6O OTHERUS`O MASHPEE MA. 02649 KLAMAN RESIDENCE- 9 0 �a o� TIESEORAA,-sAR=80tElYFCRiiiuSE DATE: ' �' FQ+sTE.a�' �'�' OF 7NE0'rTER fiOTEO ulSOTA�A USE OF , PH. (508)274-1.166 �Fss, E„�I COSEORAwHEREo�ARESTrARTHEEH FAX(508).539-9402 25 CROSS WAY WEST HYANNISPORT, MA �°y^� � A��������P"E�1 3�1�2012 1eD iev 31 x C ETAIL) - SS POST - -. - -.. •- - - -. _ .. (SEED A$ {SEE DETAIL) E 1� A6 I r I; r 2 1 aa'x s lrz ivLwl_ . ]lY x.9'STEEL FLITCH.VL ... - .PLATE BETWEEN. 2-1 Zfr.9 VTLVLWf' t ,. *. { - _ ` .(4)1 3/4"x5 S2' 1fP x 9"STEEL FLITCH.. , ""'» r',- `: e _ - LVL KING STUDS - - . . _ t PLATE BETWEEN J.• 8 1)JACK STUD . I q _ 44 A (2)JACK STUDS IrTT It 4 • A O t t1� JACK STUDS �a x .y LV'�KING STUDS - e a _ t 4� :. � BELOW#i3 ... � S2 t HOLD DOWN i2 - . 3K.2J , 3"'; :{ABOVE : 1 y. y _ _ . - 2 1 3f4'x9 ffI'LVLW! -- r - O A6 p • -_ I ATE e STEEL FIRST FLOOR SHEARWALL PLAN SECOND FLOOR SHEARWALL PLAN , : - .DECK JOISTS r y Tx 6'i 31W HSS POST �,3"x 6'x 3V HSS POST - r 2-1 3f4'x91fr L%2W7 - - / s - a 4 1fLx9'STEEL FiJ7CH PLATE BE 6 x12"x 3f4'STEEL PLATE - - .- TOP OF FOUND. '" - Wl(4)w x 10'THREADED -., RODS DRILLED WTO FOUND -''. •,.. - ... - -.: Wf EPDXY.APPLY RUST r :,. PROOFING TO ELIMINATE CORROSION - - t x S?dART VENTS } STEEL MOMENT FRAME DETAIL MCKENZIE ARK GN ' -APPLY RUST INHIBITOR ONALL STEEL f e�c. c°�`�'✓� COMPONENTS TO PREVENT CORROSION DUE TO THE LOCATION t o,:_T`-•�• REVISED: 5l8l2012 . : r1+<eEs,oHERSIALLe=nonFlEo66Nr - - _ _ ERRORSOROMS=GAREFOLMON SCALE : DRAVWNG.NO.: REMODELING FOR TFES ORANTWS PRIOR TO STARTOF .{ COTUiTBAY DES#GN, LLC NEW�ADDITIONI M.YSTRL'CIIONiHE81P.I271NJWNiWL_fOft 1I4�T= ��=o�� . 43 BREWSTER ROAD W.EL 8E Rc5P0�31.E FOR T!E W!TiE1R" MASHREE MA Q2649 DE SE ORMI`ff ER OR5O RIx.RON COOMIENCES VATHOLrr Wi i"ym T1� KLAMAN RESIDENCE TAOYSF�SARc�tSEOLYFOR NS USE DATE : " ' OFT,EOVX'ERWTWXWG7HMUSEOF PH..(SQs)274-1 ass .. FAX {508j 539-94Q2 - -. - - , - TKSEDWM1W5R=W.RES THE YhlIREN - CONSENT OF THE O-W.RES VIEERTH= 41'i 9/2Q 12 Al 25 CROSS WAYMEST HYANNISPORT, MA uRAL coP.aOHTPRO EQ N