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0035 BUCKWOOD DRIVE
� o�� � ��� �. _ _ _ _ _ _ _ ,k ,� E 77 i Town of BarnstablePermit , • ld�ing ' 7P0 st This Card So That�t is Visible'From`the Street Approved Plans Must be,Retamed on lob and this Card Must';be Kept 1 ; miss Posted UritilWnal InspectionHas Been`Made x ' �J, A Where a�Certificateof Occupancy s Required,such Buil""ding shall Not be Occupieduntil a Final Inspect�onhas been made Permit No. B-18-4117 Applicant Name: todd leduc Approvals Date Issued: 12/18/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 06/18/2019 Foundation: Location: 35 BUCKWOOD DRIVE, HYANNIS Map/Lot 272-101 Zoning District: RC-1 Sheathing: Owner on Record: MCEACHERN,ANDREW&SUSAN H Contractor Name:,' :,TODD LEDUC Framing: 1 Address: 35 BUCKWOOD DRIVE Contractor License: CSS,L-106019 2 { HYANNIS, MA 02601 w`` '1 Est Project Cost: $4,527.00 Chimney: y Description: Insulation;See Contract Pe"rmit,Fee: $85.00 Insulation: Project Review Req: Fee Paid:. $85.00 Date. 12/18/2018 Final: Plumbing/Gas Rough Plumbing: Building Official 3 Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six rnonths"after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and th6�approved construction documents.for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall bye in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or>road and shall be maintained open for-public inspection for the entire duration of the work until the completion of the same. Electrical x The Certificate of occupancy will not be issued until all applicable si natures b the Build" acid Fme Officials are rovided onithis'permit. p Y pp g Y g P p Service: Minimum of Five Call Inspections Required for All Construction Work:-, if m - 1.Foundation or Footing �' Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT F --;, Ft T Town of Barnstable *�tM3 ,4 Expires 6 nronths fr issue date Regulatory Services Fee---� i-z saxxsrasrE, Thomas F. Geiler,Director Mass i639• ,0� Building Division TED MPI h F Tom Perry,CBO, Building CommissionerPf 200 Main Street,Hyannis,MA 62601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address a Residential Value of Work k`,1 d d Minimum fee of$25.00 for wotk under$6000.00 Owner's Name&Address � �- c ` �) U J1-1� \ \ _A C \�' Contractor's Name 1 -ekATelephone Number Home Improvement Contractor License#(if applicable) _ ,Pkorkman's Compensation Insurance Check one: ❑ I am a sole proprietor � PERMITPRESS I am the Homeowner ❑ I have Worker's Compensation I urance DEC 15 2008 Insurance Company Name --•r / l UN OF BARNSTABLE Workman's Comp.Policy#- Copy of Insurance Compliance Certificate must be on file. 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 roof) ❑ Re-side Replacement Windows/doors/sliders.U-Value f � (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 Pennission., A copy of the Home Improvement Contractors License is required. SIGNATURE; Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revise020108 ✓lae ria��vnw�zeuP,crl,C� o�'✓//(,txaaac/ucaeCta Board'of Building Regula'tio s and Standards License or registration valid for ind►vidul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registrat nt 132149 Board of Building Regulations and Standards Expiration 11/28/2010 Tr# 278086 One Ashburton Place Rm 1301 Boston,Ma.02108 ype -individual • i i yl r .,J DEAN F.STANLEY p f' DEAN STANLEY MD 359 CAPT. LIJAH RD, CENTERVILLE, MA 02632 ''" Administrator Not valid without signs ur p �'„,. �';� '•�`� � ✓die -�o�.vrr,,a�uueaCC1 o�,i�a�scicluuselta �,„ *e; l3oard of Building Regulations and Standards Construction Supervisor License { Lic se CS 35037 ! a E pirafion 1/19/.2010 Tr# 12342 t Restriction 00 t i - tw. DEAN F STANLEY 359 CAPTAIN LIJAI a(, CENTERVILLE, MA 026 2 Commissioner AC 'RD CERTIFICATE OF LIABILITY INSURANCE 09io2/20 s' PRODUCER 508-398-6033 FAX 508-760-1667 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Eastern Insurance Group LLC ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 519 Station Ave HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. So Yarmouth MA 02664 Cynthia Jenks INSURERS AFFORDING COVERAGE NAIC# INSURED Dean Stanley INSURER A: St Paul Travelers 39357 359 Capt Lijahs Road INSURERB: Centerville, MA 02632 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDIN ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ RE (Fa orrnjrPnLa)___ CLAIMS MADE F—]OCCUR MED EXP'(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICYF_j PROECT LOC J AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR F]CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND 7PJUB7699814 08/31/2008 08/31/2009 WC STATU- OTH- EMPLOYERS'LIABILITY ORIGINAL TO FOLLOW FROM E.L.EACH ACCIDENT $ 100,000 A ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? CARRIER E.L.DISEASE-EA EMPLOYEd$ 100,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER can Stanley excluded for Workers Comp DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Evidence of Insurance e: 96 Hawser Bend CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Town of Barnstable BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Building Dept OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. Attn• Jen AUTHORIZED REPRESENTATIVE Cynthia J Jenks ACORD 25(2001/08) FAX: (508)790-6230 ©ACORD CORPORATION 1988 k� The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 s• www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): -2ILA Address: City/State/Zip: e Phone.#: Are you an employer?Check the appropriate box: Type of project(required): 1.0-1-am a employer with c;l-- 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors .2.0 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 working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp. insurance.$ required.] - 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions work 3.❑ I am a homeowner doing all officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees.[No workers' 13.❑ Other comp.insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContracton;that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: \4-k Expiration Date.Q�'' — p� Job Site Address: R)o� VJ O AC e City/State/Zip: K� V, Attach a copy of the workers'compensation policy declaration page(showing the policy numbe nd expiration date). Failure to secure coverage.as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c undWtaan enalties of perjury that the information provided above is true and correct Si ture: Date. ito Phone#: OCG 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 M 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 j omt-enterpnseej i7n75diHgg the legal-representati=ve -- 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 mP self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly..The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."-A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would 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. #617-727-4900 ext 406 ar 1-977-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia zT � Town of Barnstable ° Regulatory Services MAM Thomas F.Geiler,Director 16 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 ABuilder I c)1A San �G , as Owner of the subject property hereby authorize Q AM lazi, L LA to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) t 'J'A-6A bl 1 1,44 f/D g lgnatvre of Owner Date Print Name If Property Owner is applying for pen-nit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNEUERMISSION Town of Barnstable Regulatory Services EAMNsrwsrZ, ; Thomas F.Geiler,Director taws g Building Division pTED�a, Tom Perry,Building Commissioner _. --- _ 200 Main Street;.Hyaffiis-,MA026-01 . . _.._. .. . - ------.... www.town.b arnstable-ma.us Office: 508-862-4038 Fax: 508-790-6230 HOI%IEOWNER 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. DEFUUnON 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 buildinZ Kermit. (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,Buildiug Depattrnent 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 I D9.1.1 -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 Licernsing 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 fu1ly 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 sueb a form/catification.for use in your community. Q:forms:homecxempt - TOWN OF BARNSTABLE BUILDING PERMIT,APPLICATION, Map Parcel Application #®2QQE0�6 10 Health Division Date Issued —7 11 Coriservation Division Application Fee f i. Planning Dept. Permit Fees Date Definitive Plan Approved by Planning Board p Historic - OKH Preservation/Hyannis 1 Project Street Address Village_\X-". R M1-\ _S ! v ASS Owner R►�� ` '�-�. Address \p�. Telephone O " Permit Request e. Took Square feet: 1 st floor: existingl(oo proposed I'kQ 2nd floor: existing proposed Total new Zoning District Flood Plain 1 Groundwater Overlay Project Valuation �y®O b Construction Type cad ec4c�i-Y'A,M't Lot Size V.S.ooCa Grandfathered: WYes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ANo On Old King's Highway: ❑Yes Xllo Basement Type: Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) T---, Number of Baths: Full: existing_ new © Half: existing 6 new Number of Bedrooms: 911 existing Qnew Total Room Count (not including baths): existing _ new First Floor Room Count 5 Heat Type and Fuel: AGas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes �iNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes NNo De#aehedTjaragL%^❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑exi ting Udew -size_ A garage: xisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: �- Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ` Commercial ❑Yes 1.No If yes, site plan review# = Current Use Proposed Use le— QAk APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name - •e. Telephone Number Address :� License# Q �0'`1 e ` ` Home Improvement Contractor# Worker's Compensation # �o Ito - a- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CA ' > �} SIGNATURE c DATE G x y. FOR OFFICIAL USE ONLY A6PPLICATION# -'' DATE ISSUED MAP/PARCEL NO. , i ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME Ey INSULATION FIREPLACE ELECTRICAL: ROUGH 'FINAL s PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 4 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 Please Print Ledbiy Name(Business/Orkui-ZEOn/Individual): r\ Address: City/StateJZip:u �e4uAre you ani employer? Check the appropriate box: Type of project(required): 1. I am a employer with!' -- 4. ❑ 1 am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition - working for me in any capacity. employees and have workers' 9 Building addition . comp.insurance.$ [No workers' camp.ins urance_ante required] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I r homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself[No workers' comp. right of exemption per MGL 12.0 Roof repairs ir,t-�,rance requi¢ed.]t c. 152, §1(4), and we have no • employees. [No workers' 13.❑Other comp.insurance required..] *Any applicant that checks bax#1 must also fill out the section below sbowing their workers'cornprnsaiion policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew a15davit indicating such. Trcmtraeton that check this box must attached an additional sheet ahowirig the name of the sub-contractors and state wbetber or not thosC cntitics have employees. If the subcontractors have employees,they mustprovidh their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below 1s the policy and jab site information. Insurance Company Name: l — Policy#or Self ins.Lic.#: �� U�� Expiration Date: — , y�V ai`)C)� Ci /State/Zi N l lob Site Address: �� � ` � � t3' P� Attach a copy of the workers' compensation policy declaration page(showing the policy numbh and expiration date). Failure to sectrre 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 1DL4 for' ce coves e verification. I do hereby reify under the s p fperjury that the information provided above is true and correct. Si afore: Date: Phone#- t��'�f Ofjxhd 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 CIerk 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 defines 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 Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL ohapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractors)name(s),address(es) and phone numbcr(s) along with their certificates)of inmrance. 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 conf araxtion 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-incnranr,o license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address" the applicant should write"all locations in (city or town)."A espy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to brim 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, telcphone•and fax number. The Commonwealth of Massachusetts DepartmDnt of Iaclu ial Accidents Office ag luvestigations 6.00.Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 4-06 or 1-977-MASSAFF Fax# 617-727-7749 Revised 11-22.06 www.masS.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE AND TWO-FAMILY DETACHED RESIDENTIAL'CONSTRUCTION (780 CMR 61.00) Applicant Name: -; �, Site Address: 0Qkwva 0 'c grin! 1 Town: tk k2Z . S-1 _ Applicant Phone: ( n Applicant Signature: Date of Application. �,y-� � NEW CONSTRUCTION: cliaose ONE of the jin two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND-TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab l: Basement F1 -Option Fenestration exposed Wall Floor Wall Perimeter AFUE HSPF S17- U-factor floors. R-Value R-Value R-Value R-Value R-Value and Depth National Appliance Energy 35 R-3$ R-19 R-19 R-10 R-10, Conservat ion Act(NAECA)of 4 ft, �987 as amended,minimums or rester as a licable Note: This form is not required if you choose either of the two versions of RE,Scheck.as.I isted below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must-be completed (780 CMR-6107.3.2 REScheck-Web which can be accessed at http•//www.energycodes.gov/reschecId :'A:DDIT10NS.4*6 2."ALTERATIONS:TO!:FXISTI&6-:.BUILDmgg:.OVER-S"yEA.RS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above: . Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals , Formula: (100 x b_ a) S) 100 x of glazing (b) Glazing area equals. _SF b Q If glazing is':40%o use.the chart bolo.w. If.:glaziri ;is>:40 % proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL,BUILDINGS MAXIMUM MINIMUM ❑ Ceiling and. Wall Floor Basement Wall Slab Perimeter Fenestration Exposed floors R-Value R-Value U-factor R-value R-Value and N th R-Value . 39 R-37 a R-13 R=19 R-10 R-10, 4 feet a R-30 ceiling insulation may used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior Walls, and includingan access openings).- ` SUNROOM-An addition or alteration to an existing building/dwelling unit where-the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition, Note:. Owner to fill out Consumer Information Farm (found in Appendix 120.P) noises Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F13O1 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Monday, June 30, 2008 09:29 Build 91 File Name: D Stanley_Rizzo.BCC Job Name: Rizzo Description: New Ceiling Beam Address: 35 Buckwood Drive Specifier: City, State,Zip: Hyannis, MA Designer: Joe Madera Customer: Dean Stanley Company: Shepley Wood Products Code reports: ESR-1040 Misc: NO ,.. .' a ii 9/ eo 10-06-00 BO,3-1/2" _ B1,3-1/2" LL 1260 Ibs LL 1260 Ibs DL 679 Ibs DL 679 Ibs Total Horizontal Product Length=10-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 10-06-00 20 10 12-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4655 ft-Ibs 33.4% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 1539 Ibs 24.4% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. L/713 (0.169") 33.7% 1 1 particular application.Output here based Live Load Defl. L/1098(0.11") 32.8% 1 1 on building code-accepted design Max Defl. 0.169" 16.9% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 12.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 1939 Ibs n/a 21.1% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2 1939 Ibs n/a 21.1% Unspecified BC CALC@, BC FRAMER®,AJS-, ALLJOIST@,BC RIM BOARDT^^,BCI@, Cautions BOISE GLULAMT"' SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND@,VERSA-STUDS are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum(L1360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Fastener Manufacturer: TrussLok(tm) Connection Diagram b d a c — e - a minimum=2" c= 5-1/2" b minimum=4" d =24" e minimum= 1" All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. Member has no side loads. Connectors are:FMTSL338 Page 1 of 1 BOISE- Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SID Floor Beam\F1301 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 1 0/12 slope Monday, June 30, 2008 09:29 Build 91 File Name: D Stanley_Rizzo.BCC Job Name: Rizzo Description: New Ceiling Beam Address: 35 Buckwood Drive Specifier: City, State,Zip: Hyannis, MA Designer: Joe Madera Customer: Dean Stanley Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1 0 m s j� s 3e sip . .. '`-,�< h a Mr «<..�<� •i,' 10-06-00 BO,3-1/2" B1,3-1/2" LL 1260 Ibs LL 1260 Ibs DL 679 Ibs DL 679 Ibs Total Horizontal Product Length=10-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 1250/6 Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 10-06-00 20 10 12-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4655 ft-Ibs 33.4% 100% 1 1 - Internal be verified by anyone who would rely on. End Shear 1539 Ibs 24.4% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. L/713 (0.169") 33.7% 1 1 particular application.Output here based Live Load Defl. L/1098(0.11") 32.8% 1 1 on building code-accepted design o properties and analysis'methods. Max Defl. 0.169 16.9/0 1 1 Installation of BOISE engineered wood Span/Depth 12.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions, please call BO Post 3-1/2"x 3-1/2" 1939 Ibs n/a 21.1% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 1939 Ibs n/a 21.1% Unspecified BC CALCO, BC FRAMER@,AJSTM, ALLJOISTO,.BC RIM BOARDTM, BCIO, Cautions BOISE GLULAMT"" SIMPLE FRAMING SYSTEMO,VERSA-LAMO,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS@,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only,column analysis has not been performed. VERSA-STRAND&,VERSA-STUDS are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Fastener Manufacturer: TrussLok(tm) Connection Diagram .{ b —d i a c _ e _ a minimum=2" c= 5-1/2" b minimum=4" d =24" e minimum= 1" All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. Member has no side loads. Connectors are:FMTSL338 Page 1 of 1 r I Boise. Double 1-3/4" x.9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1F1301 BC CALCO 9.5 Design Report- US 1 span No cantilevers 1 0/12 slope Monday, June 30, 2008 09:29 Build 91 File Name: D Stanley_Rizzo.BCC Job Name: Rizzo Description: New Ceiling Beam Address: 35 Buckwood Drive Specifier: City, State,Zip: Hyannis, MA Designer: Joe Madera Customer: Dean Stanley Company: Shepley Wood Products Code reports: ESR-1040 Misc: W, �;ImW?0 I _�WIN `.. 10-06-00 BO,3-1/2" B1,3-1/2" LL 1260 Ibs LL 1260 Ibs DL 679 Ibs DL 679 Ibs Total Horizontal Product Length=10-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description . Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 10-06-00 20 10 12-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4655 ft-Ibs 33.4% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 1539 Ibs 24.4% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U713(0.169") 33.7% 1 1 particular application.Output here based Live Load Defl. L/1098 (0.11") 32.8% 1 1 on building code-accepted design Max Defl. 0.169" 16.9% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 12.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 1939 Ibs n/a 21.1% Unspecified (888)234-0056 before installation. 61 Post 3-1/2"x 3-1/2" 1939 Ibs n/a 21.1% Unspecified BC CALM, BC FRAMER@,AJS-, ALLJOISTO, BC RIM BOARDTM, BCIO, Cautions BOISE GLULAMT"" SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only,column analysis has not been performed. PLUS@,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Fastener Manufacturer: TrussLok(tm) Connection Diagram b d a • -1-• • _ e a minimum=2" c=5-1/2" b minimum=4" d=24" e minimum= 1" All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. Member has no side loads. Connectors are: FMTSL338 Page 1 of 1 A JVC Gtride to 11%od Co►istructiolr ill Hi.,li Wind Areas: 110 m.ph t-Vind Zorte Massachusetts Checklist for Coll ,pliance (780 CN411 5301.2.1.01 Loadbearing Wall Connections V ............................. Tables i) ........................................ �� nrt4��. Lateral (no.of 16d common Wads)- ( w Non-Loadbearing Wall Connections 5e c, .............................. Lateral (no.of i6d common Wads)............................ . _(Table 8 ....................... .. Load Bearing Wall Openings(record largest opening but check all openings for compliance rto Table'9) 11 (Table 9). . - ft 8 Header Spans ....................................................... -r ft `, in.<_ 11' g (Tablee9).................................. FullHeiSill ght Studs (no.of studs ...................................(Table 9 Header Spans (Table 9)................9...._... dance to Table 2 Table 9 ........................... ft in.5 12' Non-Load Bearing Wall Openings(record largest opening all openings or com P . ft 0 in.512" �L Sill Plate Spans...........................................................(Table Full Height Studs(no.of studs)...................................� a Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W `. j <6.8" Nominal Height of Tallest Opening2 ........................•:_......_.............. SheathingType.............................................(note 4).r............................ ....................... in ,at-tAcue:O�Edge Nail Spacing.............:............................(Table 10 or note 4 if less)....................... � in. 51V� i Field.Nat'.Spacing.........................................(Table 10).................................................-- Shear Connection(no.of 16d common nails)(Table 10)...................................................... Table 10 �..")_ Percent Full-Height Sheathing ••••• ••• � )•••............................................. 5%Additional Sheathing for Wall with Openii g>6'8"(Design Concepts)..................... Maximum Building Dimension, L L{ -<_Z '8"6 J Nominal Height of Tallest Opening I- i i. -Sheathing Type....................:........................(note 4)......................................... .l.�....c� , i able 111 or note 4 if less)....................... in. Scz i`�K.Nt dge Nail Spacing............................... (�. P g............. . . Table 11 ................................................. in. 5l-It i Field Nail S acin -••-••............• ( ) Shear Connection(no.of 16d common nails)(Table 11)........................................................ �— g g............. ... ... .... ........ Percent Full-Height Sheathing .........(Table 11)........................ ..... W020 5%Additional Sheathing for Wall with Opepi�I g>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed? ............................................. ................................................................. 5.1 ROORoof framing member spans checked?......................(For Ra{ ers use AWC Span Tool,see BBRS Website) Roof Overhang .._... ...................................(Fig ure�19)............... i�ft s smaller of 2'or U3 �✓ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors (Table 12)...._.........-.........................-...U= " plfUplift............................................. L-jkLateral....:.............:............:............ (Table 1,2).............................................L=. plf Shear.......:_........•............... .(Table 2).. ..............................._..........S_ � � f - Ridge Strap Connections,if collar ties not used per page 21...I(Table 13)...............................T=lj(4,2Q _plf __// Gable Rake Outlooker.........................................(Figured 20)............._ft<smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors J , Up5l't:.........:.....................................(Table 1,4)............................................U= lb. s�<s Lateral(no. of 16d common nails)..(Table 14)....................................... L : Roof Sheathing Type...:...............................................(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness............................................ ........................................!/ .in.>_7/16"WSP Roof Sheathing Fastening...........................................(Table�)................ r..... Notes: �� �lTS1lC:N�'C�• • Nt�`f-••- 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 entiret0hen 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. Comer Stud Hold Downs per Figure 18a and Figure 18b 2_ Exception:Opening heights of.up to 8 ft.shall be permitted when,5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 1 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated 92-grade. APPLICANT TO COMPLETE & SUBMIT (WITH PERMIT APPLICATION A i-t1C Guide 10 {��00lI Cons(•uction in .Hhli [Fi ill:�reli,�: 110 ryipfi. Mind 20tu massdllclmsetts Checklist for (yo nfplianc e (780 c:MR-,-001.2.1.t>i Q Check Compliance i 1.1 SCOPE Wind Speed(3-sec. gust). •............ ....... i........................... 110 mph """"""""' B Wind Exposure Category 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 52 stories .... Ft 2 ............... .P `12:12 RoofPitch ...... ...................................................... (Fig ) ... ...................... MeanRoof Height ...........................................................(Fig 2).... .......................................... ft 5 80' BuildingWidth, W ...........................................................(Fig 3}............_................................. ` (Fig3 ft 5 80' Building Length, L ................................................::......... Fi 4)..._I....................................:..��i 3:1 Building Aspect Ratio(L/W) ....2..................................(. •9 )....I--...._.....------------...---- ....... " Nominal Height of Tallest Opening .................................(Fig 4)....i.........................................(o__s s 68 1.3 FRAMING CONNECTIONS i General compliance with framing connections..................(Table 2)............................................................. �- i # 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404A Concrete.............................................................................................................................. ConcreteMasonry ................................................................ ..............................:.............................. �Lla 2.2 ANCHORAGE TO FOUNDATION1'3 5/8"Anchor Botts imbedded or 5/8"Proprietary Mechanical.Anchors as an alternative in concrete only / ..................(i able 4)�........... ....... 4Z in. V Bolt Spacing-general ................:...... ...................,... .... Bolt Spacing from endroint of plate ..........................(Fig 5)....................................... " in.5 6"-12" r/ Bolt Embedment-concrete........................'............(Fig 5)...._. ......................................... in. z 7" ' Bolt Embedment-masonry....:.................................(Fig 5)................._........................ in.z 15" PlateWasher........................................:...................(Fig 5)....I........................................Z 3"x 3"x%." V i 3.1 FLOORS Floor framing member spans checked .............................(per 780 CMR Chapter 55)................................:. Maximum Floor Opening Dimension.................................(Fig 6)....I...................I.........................6 ft 5 12'. - Full Height Wail Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...............(Fig 7) ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall...............(Fig 8).... ............................................. e ft 5 d Floor Bracing at Endwalls.................................................(Fig 9 ... Floor Sheathing Type ......................................................(per 780�MR Chapter 55) ................. I Floor Sheathing Thickness ..............................................(per 780 --MR Chapter 55).....................3/4 in. Floor Sheathing Fastening ...SEt.XV9'-........ Table 2 l d nails at in edge/—in field 4.1 WALLS Wall Heightt Loadbearing walls:.....:....:.......:.................................(Fig 10 and Table 5)..........................jam-ft 510' i Non-L:owdb,eat,ir .hafts..............................................(Fig 10 and Table 5).......................... ft520, Wall Stud Spacing ......................................................(Fig 10 a9d Table 5)..................�in.5 24"o.c. Wall StoryiClirlffsets ..................................... --(Figs 7&8)................................................................... ft _<d pia 4.2 EXTERIOR WALLS Wood Stuff t Loadbearing walls.............................................. (Table15) 2x�- ft LL in. Non-Loadbearingwalls............................................... Table 5 E... ........................2x - q ft 0 in. Gable End Wall Bracing Full Height Endwall Studs..........................................(Fig 10)................................................................ WSP Attic Floor Length.............................................(Fig 11).. .......................................4,C ft zV1//3 Gypsum Ceiling Length (if WSP not used).................(Fig 11)..E.................._.................... ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c... (Fig 11)...i........................................................ �iJg 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 ......................................................(Fi9 13 and Table 6)................................... ftv Splice Connection(no. of 16d common nails).............(Table 6)f............ "'i"f-iO'er►!%,�i...._ Jlze ioo�nvnaoouuect� o�✓Gla�aq,�6cc.Qe� Boar d o'Builduig Regulatioils and-Standards License or t egistruhon j,,lul for ineh�idul use only . j NOA��IMPROVEMENT CONTRACTOR before the,e�p�ration elate. If i'ixtnd return to:. ' `eg�strat,on 132149 Bo ird of Ilwldng 12egulat►ons ai;l"Stanelards i i L piration 11/28/2008' Tr# '125453 One.Mliburton Place Rm 1301 { Type In`di,v dual I oston�NIa 02108 DEAN F.STANLEY - DEAN STANLEY 359 CAPT.LIJAhl RD 4 R CENTERVILLE; MA 02632 Admuii tr t„r ° Not v11i8'without signatur =z. ------------ O�✓v(AlQdtCIQP� } x Board of Building Regulations a"nd•SCanda"riis: M (Construction Supervisor License • � ' �-- ;I; �1 s CS Lice 35037 pl, 010: Tr# 12342 DEAN 359 CAPTAIN LIJAFf p ` � } e CENTERVLLLE, MA'0263 ComnflWbner ! ti RightFax N3-1 9/7/2007 3 : 33 : 27 PM PAGE 003/003 Fax Server YN ACORD. CERT'IFICATE OF INSURANCE DATE(MMIDDIYY) -09-07-07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE TD BANKNORTH INS AGENCY HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 14 LOTS HOLLOW RD ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE ORLEANS,MA 02653 COMPANY 26T7F A TRAVELERS DIRECT ASSIGNMENT INSURED COMPANY B STANLEY DEAN COMPANY 359 CAPTAIN LIJAH ROAD C CENTERVILLE,MA 02632 COMPANY 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 REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL'THETERNS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER DATE(MMIDDWY) DATE(MMWDWY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ _ CLAIMS MADE OCCUR. PERSONAL&&ADV.INJURY $ OWNER'S&&CONTRACTORS 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(PerAccident) $ HIREDAUTOS 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 $ I WORKER'S COMPENSATION AND A EMPOLYER'SLIABILITY UB-M9913142-07 08-31-07 08-31-08 STATUTORY LIMITS X THE PROPRIETOR/ EACH ACCIDENT $ 100,000 PARTNERS/EXECUTIVE INCL DISEASE-POLICY LIMIT $ 500,000 OFFICERS ARE: X EXCL DISEASE-EACH EMPLOYEE $ 100,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLESIRESTRICTIONSISPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. THE WORKERS'COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR STANLEY DEAN. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TOWN OF MASHPEE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL.ENDEAVOR TOMAIL IO DAYS WRITTEN NOTICE TO.T.HE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT 16 GREAT NECK ROAD SUITE 100 FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES, MASHPEE,MA 02649 AUTHORIZED REPRESENTATIVE Charles J Clark ACORD 25-5(3193) NjC45 AWC Guide to Wood Con in High Wirrd Areas: l l0 mph ff'ind Zone Massachusetts Checklist for Compliance (78o cMR i i i °� �S Loadbearing Wall Connections Lateral(no. of 16d common nails)................................. ..;...................(Tables 7)...................................................... 2 Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............:................(Table 8)................................................... ..... 2 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................�( ft O in. 5 11' SillPlate Spans ........................................................(Table 9).................................. Z, ft 3:in. 5 11' Full Height Studs (no.of studs)...................................(Table 9)........................................................ S Non-Load BearingWall Openings record largest opening but check all openings for compliance to Table 9) ( 9 P 9 p Header Spans...... ....... ...................... .. . . ... . ... .. .. Table 9 .............,....................�ft$in.5 12' SillPlate Spans...........................................................(Table 9).................................. Zft Po in. 5 12" Full Height Studs(no.of studs)...................................(Table 9).................................... ..... Z Exterior Wall.Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W 4 Nominal Height of Tallest Opening2 ............. . SheathingType.............................................(note 4)..........................................: W........... 5 .............. Edge.Nail Spacing.........................................(Table 10 or note 4 if less) in. ......... Field Nail Spacing.........................................(Table 10)...................................................1_in Shear Connection(no.of 16d common nails)(Table 10)...........................:............:.....:......... Percent Full-Height Sheathing......................(Table 10)....................................................`, /o. 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts)..................... Maximum Building Dimension, L , µ Nominal Height of Tallest OpeningZ.....:........................................ .........................LS5 6'8" Sheathing Type....................................:........ note 4 Edge Nail Spacing......................................:..(Table 11 or note 4 if less)....................... in. . Field Nail Spacing �_ .........................................(Table 11)....................................:...... 2 in Shear Connection(no.of 16d common nails)(Table 11)........................................................'` �T Percent Full-Height Sheathing......................(Table 11)...........:......................................... /o 5%Additional Sheathing for Wall with Opening >6'8"(Design Concepts),.................... Wall Cladding Rated for Wind Speed?................................................... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...........................................::......(Figure 19).............�ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.............................. (Table 12),:..........................................U- 17Dplf L _ .............. Lateral..:..................................... . (Table 12)............................................L=�plf Shear.................................::..........(Table 12):............................................S= plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13) C�L,L�kt?�-:TILT plf Gable Rake Outlooker............................... ...:.....(Figure 20)......t l)A ft 5 smaller of 2'or U2 Truss or Rafter-Connections at Non-Loadbearino Walls Proprietary Connectors Uplift................................................(Table 14)............... ............................ U= lb. Lateral(no.of 16d common nails)..(Table 14)............ ........:................L= lb. Roof Sheathing Type...........................:.......................(per 780 CMR Chapters 58 and 59)............ = Roof Sheathing Thickness..........................................: ?..' in.>_7/1 "WW P Roof Sheathing Fastening...........................................(Table 2).............................. .la.. . 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 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheat requirements shown in Tables 10 and 11. N OF',A 1f. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grad 2N1tt:NELE 0 CUp1LO cn o tro•347#4 J ��C�d� J .•,rs 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS� 'N'14a"Ob THE MASSACHUSETTS STATE BUILDING CODE m/ MA AWC Guide to Wood Construction in High Wind Areas;110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Q Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust) ............ .... Wind Exposure Category . . ............ ........ ............. 110 mph I.......... B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) Roof Pitch stories s 2 stories — ............. ........... (Fig 2) 424, s 12:12 _ Mean Roof Height ... ..... ..... ..... ...... (Fig 2) .......... ..... ft s 33' Building Width,W .. ........... (Fig ) . ............... Building Length.L „•..,....•. (F 3 .. ...."""" Z ft s 80, .........• (Fig 3) Z�Sft s 80, Building Aspect Ratio(L/W) .. . ..... ..... (Fig 4) , .. �.�1�.�`.••..... — Nominal Height of Tallest Opening .......... .''•''''''''''''' 2' s '8 _ ..... (Fig 4) .................... (moo- s 6'8., , 1.3 FRAMING CONNECTIONS General compliance with framing connections.•. (Table 2) .................. •, ,, 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete Concrete Masonry . .. .. ................ ........... — 2.2 ANCHORAGE TO FOUNDATION1- 6/e"Anchor Bolts imbedded or%"Proprietary Mechanical Anchors as an alternative in conc ete only Bolt Spacing-general . ... . (Table 4) Bolt Spacing from end/joint of plate Fi 'S •,,. ...'' R m, — Bolt Embedment-concrete. ( g ) •''' '''''' - in. s 6"-12" — (Fig 5)...... ................aA in. i 7" Bolt Embedment-masonry.............. Fi 5 — ( g ) in. i 15„ Plate Washer t 5 — 3.1 FLOORS — Floor framing member spans checked ... (pe{780 CMR 55.00 Maximum Floor Opening Dimension. ..........(Fig 6) ...... ) ,,,,,!f - -ft s 12' _ Full Height Wall Studs at Floor Openings less than 2' from Exterior Wall(Fig 6) Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) . .., _ft s d Maximum Cantilevered Floor Joists — Supporting Loadbearing Walls or Shearwall , (Fig 8) ...,.... _ftsd Floor Bracing at Endwalls .................. (Fig 9) •�•�• •. —' Floor Sheathing Type .. .. .. ( er 780 CMR S5..00 Floor Sheathing Thickness P..... ) '" "' — (per 780 CMR 55.00) ............ Floor Sheathing Fastening .. ....C,4�` 1.t04 (Table J2)�d nails at m edge/ Lin field 1D (P g 17- 4.1 WALLS U SOX - Wall Height Loadbearing walls ..................... (Fig 10 and Table 5 _ Non-Loadbearing walls'. ................ (Fig 10 and Table S) (25ft s 20' _ Wall Stud Spacing ........................ (Fig 10 and Table 5) ....... ✓D in. s 24"o.c. Wall Story Offsets .. ...................... (Figs 7&8) 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls ..... (Table 5) ............2.1-...f2ft in. _ Non-Loadbearing walls ................. (Table 5) .2x�-L ft in. Gable End Wall Bracing' — Full Height Endwall Studs ............... (Fig 10) ��ySN OF rtgS 9 WSP Attic Floor Length ..•......'•''' o .... . ........... (Fig 11) ....:. ..�..... ft zW/3 0'� MICHELE rir: Gypsum Ceiling Length(if WSP not used)(Fig 11) g .. ...... :.; • — ................ ....... ° No.34774 or I x 3 ceiling furring strips® 16"spacing min,with 2 x 4 blocking®4 ft.spacing in end STRUCTURAL J joist or truss bays ... Double Top Plate ... Splice Length...... .. . ..... .... gFGrS1 )(7 abblle 6) Splice Connection(no.of 16d common nails)(Table 13 and Table . ,......�/,, �"'�, =Ot4A-, ..... . ..... 054 780 CMR-Seventh Edition 12/28/07 (Effective 1/l/08) 407/63&S 2008 GENERAL NOTES AND MATERIAL SPECIFICATIONS: ' FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi;3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". 1 a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter, 12"long,w/2-1/2"hook spaced 4'o/c,or in concrete piers w/ Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage). FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load: Criteria used for 110 MPH Exposure B 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_pa►=-2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,:L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 48"o/c; Rafter to Ridge Plate: Collar ties min. 1x6@ 48"o/c at top or Simpson Straps over top of plywood spaced 48"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c 6.Bolts: , Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7.Blocking: a.Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c.with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails. b.Sub-bore where;nails tend to split wood. 9. Headers less than T-0",use 2-2x6;all others per MA State Building Code Table 5502.5(1)and(2). i05.20 LOT LOT 39 _ LOT i 4/ s — 25.5t 4 35 o t .'. s 32.3 PSA1Lk�,A . 24f // . cV - /O a.00 �IJV' O - • WOOD D101VF f FLOOD ZONE "C" ;NOTE' PRE. EXISTING RES ZONE "RC-1" NON CONFORMING THIS moFRT GAGE = INSPECT ION PLAN IS FOR ! BANK USE ONLY TO 'N HYANNIS REGISTRY OWNER: KAREN D. . LINDSTROM DE D REF:CTF 105642 BUYER: PETER C. . & SUSAN H. RIZZO DA E: 11 16 88 PLAN REF: L.C. 35404-A-SHEET. 3 SCALE: . I 20' ere y. certi y t at the - 5 u ilding sh�wn' on this plan is located on - . ,' YANKEE SUR-VEY i;F the ground as shown and it `,��t� l\t CONSULTANTS Position does. conform to the oPAJL = ?0 RASPBERRY .LANE zoning law setback, requirement of A. CHI : MARSTONS• MILLS3 BARNSTABLE tea. �d RI T H E' t� t'c / MASS 02648 ' an does not lie within the special � �. fl od hazard area as shown onF�`' SOFT"E'er• Town of Barnstable ]regulatory Services �awxHnsig SS. �! Thomas F. Geiler,Director, �AT16 u. & Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, JJ�3 R� ��`�-�-C� , as Owner of the subject property hereby authorize �',A. �'���' to act on my behalf, in all matters relative to work authorized by this building permit application for: ,(� a (Address of Job) O'er Signature of Owne ate Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Town of Barnstable mop THE A Regulatory Services Thomas F.Geiler,Director • SARNSTABLE buss. 039. ,m� Building Division PTEQ �n Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 vt wFv.town.barnst2ble.ma.us Office: S08-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": P name home hone# 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 home e an individual for hire who does not possess a license,provided that the owner acts as owners to engage g g 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 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 Iog.I,1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homcowmcr shall act as supervisor." Many homeowners who use this exemption ue 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 Wshe 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 fomi/certification for use in your community. i y 7 I \ 1. I 1 11.11II�II I_I_ I i 1 I I \'I4(f- CCn/`R•$41NSt �/ ' 1 l=lE`i�;-(Ii I,V w Irac 61; E�F`�%4-(IC',1V � - LLI='f 1=1Pv/\iI OTJ � Fl�Ontf LJ-�in�i(hl•! � ------.._-_._.---- •.II,F.�•:Ty 3U..•�Z _ 1 V`— .. U! IIJIU l —T—— — t cn1{q c�rtlu4eYaP'. ttJ] I� r!hll`�'-IZGCJh� - I 0 0 •:c+"rwa�nrcEss -- ---- 1— I Nj F I e ,111 !o Will - 1=1R5'( 1-IL�C�R I'"I,c z1Nc_1 PICK- W >k"� '117 F-ter' �,.\w/A-4&11/B C� �' EMB�'T Lv uook- zI.-($vP•t.` i, As Pt+u •Ys -- j1. we,"w.xE`•60 _...__._ _____.. ............ �U M:1,.yELc`v T'1•.,lyl r,�rvz `yc rs 1, N CMELE m� J ... i cu°Lo lA'I`11 '1h I.(ea°.,eC.J 1! ' BRt/ce DEVUN DESIGNS STRIICT P I'J I wwr,e��� _ PL.A,V. CHATHAM, MA. ,E11„ eE al� r Hcn,E 2ernE Lx �, 1i:1—Covl:l nosy N L ,1 G> / 'Cu 774-20-17S0 �IhpillrlLd� tl P-\c 1_�rtll i:l.l f l ;1„t'I1 — ' Table 9.Wall Openings He>wrs In life-Lpadbearing Walls(continuer!)' '1 Neatlef pad(ft) �'{•Number`bia M: . ' �v t�,. .,+,/•'.. �:�FUII-HeighT3ludst '.st'sUp1iN(Ibl Lafgial Qb.) .1'.-.20(flat)I A _ fi0 132 - 3 ,1r 2x4(flat) 2 90 198 4 A w 2x4(flat) 126 .. 264 2zd(lief) 150 - 330 180 396 --_ 210 462 1/ t 8 1-2 6(Dal): '-' 3 :: NO528 2 2x6(flat) 3 270. 594 10 2:2x6(flat) 4 ,boo -660 6111 i If ^f 11 2:2x6(flat) 4 330 726 -_- - j \vl I'fE.CFJ]nF 51+f�151-LS Dili i?I'/Lh � . 5 IF.....loa a g as end w sill plates,2 N4(fill)c be sabsllfuled 1,36 1 A _ } 1�. amghe do wa wmao 6 /sz .T n r•_nn�v uu, .. / 2z6Patnai cl �; s_�sc�l�p.. •f - al) . � 51/nl':1:111117$"1-n 111•IC/•.l+l:fLii'i ._.._.__-__.__. 1. ' ' h _ . 4.3 EXTERIOR WALL SHEATIi1NG /---------------- 1e l'. - 1 -� � - ■ Exterior Wail Sheathing.Exterior walls shall be sheathed With a minimum of 7/16 wood sin dual 1. .0.'LSLLt Ir/st:ncr'R ---- a -e -; _ ' `, ..._._ 1•e-;.�cr H //ucly{ 1' Panelahea(hing or 1/2"cellplosic fiberboard sheathing and attached per Table 2(page 7)whensmdsare spaced 10 o.c.or less. en are greater dian reater nrl , I panel si Bathing abaft be used.The sminimum spaced equired percentage of full Neighgsheatl ng wood 11 lines 'I - cal 2•t0 e��//a I'L,r.CAGED i- -,y•,•/4:11un-ptntE Z°C t._-tat - is provided Tables 10 and I I(pages 18 and 19).To meet We requirements for percentage tali height > _ _ - - 1 tl mg,a full height wall gmen[shall not be less than 27 1/2'in an R wall,3 1" in wall,or ld' a a.-t 1'.{.P/,'f .. - -.r - top Plat(aspect 11 panel-11 1 er teriorframi sheathing shall continuous r the buttol plate m lh pp- ). tliin sl -b c from h la g. ■ .Hold Downs.Hold downs with a capacity in accordance with Table 10 or 11(page 18 or 19)are regdired in the full-height segment at each end of a wail line.When full height segmnt es meet at a corner,a single held down - '-shall be permitted to be used to resist the overhhming forces in both directions when sized to resist the larger - load and the comer framing in the adjoining walls is fastened together to transfer the uplift load(See Figures - - - • _I— - I ea and I8b) A continuous load path u t be maintained to the foundation Where hold downs on a top ly floor align with hold downs on a lower floor,die combined capacity of the two hold downs must be resister)by anchorage to the foundation. _ ■ Exterior Wall Cladding.Exterior wall cladding shall be rated for a 1l0 mph Expmuk B a g,ecotIll gust m speed and be installed _ t instructions. . 1)t_-I�C II_�f .o•.) - _ - �01=.Cf-I SQF'Frf � ,I.o•).• - ._. - �x - - . d ee �gyy p rtl m n f .. .. - - _ - 170 MPH EXPOSURE B WINO•ZONE ` Table Z Gmeral Nailing Schedule - e .Blocking to FI Mer jToe-hall d) 2-6d 2-10d each end qlm Board to Rafler,(Eitd-rt II d) - •2-i6d :.3-16tl. ach end - .. gfilfi" .3 u°tlt, x'' rs f •� y ,tV ;i_t k T p Plat s el bi & n`(Fa§-nall6d)t t,,, yd 8d 5 16d t I 1 ' - - - utl Itd 4g; 73a?tn r 4";ap isfl --I 16d lit tb s1 (Face nailedji .fir z z4 H atlef to cm def(Fa •hd Ie�) 'ri+,P�. Pp p-- f s'18d 16d 16 o elIa g edges _ Joist to 5111;.Top Plate or o(rtlar(Toe nailed)(Fig 14) I d 8d 4-1od: per joist L - - - - Blocking td.Joist(Toe-nailed) 2 Bd•'. 2-10tl, r. each and ' Blocking4d'Sill or Tap Plat§(Toe-nalled);r 4-16d ,.' each block `tedg.r,ShIp 76 Bedmdt Girder(Feed palled) .1, 3.16d 4-16d each joist Joiston Ledger to f3aam(Tce na Idd),,_s;t 3 ed, - 3-11kf per)Dist jl Band Jolsl to Joist(End nailed)(Flg.'14)' r' 3 16d 4-16d per foist O' 2z10 R.t`iER: (Band Joist io Sill aTop Qlate(Toe na tail)(Flg 14) 2 1Ei 3 16d per foot _ . w74 >_S1 Lnii+fv i oa zhlo tLn bYl"H5 —-.. - - 6wh.°soV fsln-q - - ., - Kars or busses spa ed pt (6 o ed --'1otl 6"edge/6'bem /,nnfCU Eb'S11,,,q F.-Mir) - \ Y I ;GI NifriC- —- Ir \,\ H racers b(Imsees spaced eve!16°o.c;.� 8d- 10d 4•edge/a'ueltl' j -- z, r '�__ $ - •-- ) gable endwall rake or'hike tNss WM gable overhang- Bd tOd- 6`edge P0TZCIN-RnFaER S' - ! - - - .. 6d lod 6"edge/6'field gable endwall rake er eke tr0ss w/structural e CLi JolstS�R 5d 1,-1- ��- `�.. _. - outba am 3 5-IRnra+uvy -___ - _ 241E RnP7ER 5 __'" � —- gable endwall rake ocrake truss w/lookout blo ks.�, ed tOd 4 edge l4 Held /2"SF,Ec1RUGK .. I 2Ya'stb^o,c, 2;izIzrn'E r,hoRTI-rCKS 1f�'-5d iafs'„xtp � ea9 lotela.. {'AM11_Lr�;o(1/'1 :.. .: I 'I II ) o_.•_....v. r.i. e4..'F,� ,:.;. Wood Swdtu N 2•q s(I:Itt /R 13 Iu•>c.tnftu•-r - <- - studs spaced up fa 24 o d 8tl 10d 6'eege/12'field rt. 2xcN arir95f4 Gdfiyia '. .. _ LAtL talr.le.K 1/2 an 26/32 Fib fboaltl Is edl -.3 ed /6'ield ' 3-0'T♦555u8-FLOUT:or.l. : 1H411(i 01I2.8 GypSt di WalltloaM ry P liar 0 ifl Id. I , G� Wood Structural Panels a �'f 1 - - R.19.I 1 d c er5 RAMP,Id hlOc;c cb,rs)_-- � y„•g 5 _ 1 or less ' ed 10d 6'edge 112 held 9 eater to h 1 _ _-1od 16tl 6 edge/6'field __. ... L IFIe,m Jc. Txh:.,t'c<x 4ii MA,7 dE W{Pi WER SU EA-MI"CI — = - t Cenosbn reslarant 11 gage rooang nails and 16 gage staples ere permitted,check IBC Tor eaalto 91 requlreme Is- ' - ni"Ir-fly<>\.Gii F'.Ar t'LRS_.. - Nails.Unless otherwise stated,sIxea given for nelle erecommon wee sizes.6ax end pneum.fl�+)l f egUlvatent diameter and equal or greater length to the sp,,Ifled common hells may be suhstltuled unless of erwise prohlElted o� raQ I X 6 @ 4���1� co�� sEcitc>r l<r%I--1.o•) `- n�o'� -ra ,cl.g. -n�, - = 3 t� ¢ $RUCE MUN DESIGNS �E�l� Tn Fl ll_ «sly , 3UlLl,l l; ---- O S nucsUnAt,c� CHATyl1M! MA. s, .re:4lz Olaf) an' »4 9•y)so •2� /nt)cflc,ld t.t,,<.MCC "I 1<t_ J V� Cl- V t