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0016 SQUARE RIGGER LANE
- l Co 5 t,�re�i � er �e �, r 'i �I FT►E Town, of Barnstable *Per "x# ` Regulatory Services F ,n°,rt rom issue dare ' sAMSTasLP- ERMITThomas F.Geiler,Director ."� �3 m 1 AlfD AAP't A .. 1 Building Division P Tom.Perry, CBO, Building Commissioner TOWN OF BARNSTAOL5 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma:us , Office: .508-862-403 8 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION = RESIDENTIAL ONLY Not Val&wirfrout Red X=Press Imprint Map/parcel Number ?"a, Property Address A2 Residential Value of Work' Minimum fee of$35.00 for work undern$6006.00 Owner's Name&Address M c Contractor's Name::`-�k $`2e ci yltil . COYYI) n_ O Telephone'Number—ZiQ�— o— g n Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(ifappl'icable) ❑Workrnan's Compensation Insurance Check one:.:, 9—I am a sole proprietor n ❑ I am the Homeowner ! have Worker's Compensation Insurance .. Insurance Company Name . Workman's Comp. Policy# Copy of Insurance Compliance Certificate must accompany each permit.' 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 #of doors ,.f Replacement wind ows/doors/s,liders. U-Value,< © (rnaxirrturri.44)#of windows *Where requiredt Issuance of this permit does not exempt compliance with other town department regulations i e:Historic;Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License& Con required.. struction Supervisors License is SIGNATURE: /1i Al) x Q:\WPFILESTORMS\building permit formslEXPRESS.doC Revised 070110 _ `: The Commonwealth of Massach usetts Department of Industrial Accidents ,. Office of Investigations 1 600 Washington Street Boston, MA 02111 r www.mass.gov/dia Workers' Compensation Insurance Affidavit:'Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): rv� C®��r` � Address: City/State/Zip:�'soy�� .,U� \\�EI.Mh': Phone# sz),;?-- e9 7 g Are you an employer?Check the appropriate box: m Type of project(required): 1. ❑ I am a employer with 4. 0 I am a general contractor o 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. $ '❑ Remodeling ')hip and have no-employees These sub-contractors have 8. .0 Demolition working for me in-any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp.insurance 5: ❑ We are a corporation and its - - - required.] officers have exercised their 10.0 Electrical repairs or additions 3.0 I am a homeowner doing all work right of exemption per MGL 1 I.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no ]2.❑ Roof repairs insurance required..] t employees. [No workers' comp. insurance required.] 13.0 Other *Any applicant that checks box#l must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit.indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. ` I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy andjob site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip:. Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a . fine up to$1,500.00 and/or one-year imprisonment, as well Ias 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 copy of this statement may be forwarded to the Office.of Invesiigations..ofthe DIA for_insurance coverage verification. I do hereby cert'i&ynder the pains and penalties of perjury that the information provided above is true and correct Signature: Date: G' Phone#: 2g0rg 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): l". Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector ' 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." f. MGL chapter,152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or.to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is-required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture i.e, a do license or permit to bum leaves etc. said person is NOT required to complete this affidavit. ( g p ) P 9 P 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 or 1-877-MASSAFE Fax # 617-727-7749 Revised 5-26-05 www.mass.gov/dia pry Town of Barnstable Regulatory Services HARNSTkEIM ► ARIL $ Thomas F. Geiler,Director `P�Oj•ED�A,�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.tow n.b arns tab l e.m a.us Office: 509-8624.03 8 Fax: 508-790-6230 Property Owner Must Complete Com l 'p and Sign This Section If Using A'Builder '2(� � owner of the subject.property . herebyauthorize �% � � �� , . � /� to act on my behalf, in all matters relative to work authorized by this building permit application for- (Address of rob) r r f. r Signatfire of Owner' ate Pnat Name If Propety Owner is applying for permit pleas e complete:the Homeowners License Exemption Form on -the reverse side. tila sachusetti- Depai-townt of Public`afe:t8 Board of Suildinlo Relaula irxns and Standard- s Construbbon Supervisor License , License: CS 9857 Restricted to: 00 . JEFFREY M. CONRADuM Z 535 PHINNEYS LN CENTERVILLE,'MA 02632 ExWation: 12/23/2011 {"t.ma:is rc,rter Ts=: 15805 Jlaedsrimioueul/z� �izasacliues Board of Building Regulati. sand St Intl a ds License or'registration valid for individul use14 HOME IMP,20VEMENT GONTRACTOI2 t�efore the expiration date. If found return to: Registration; 124074 Board ofBuilding Regulations and Stand" ; One Ashburton Place Rm 1301 Expiration 5/9.12011 Tr#.2t?33`1;4 Boston,iVIa.02108 Type DBA Conrad Remodeling Jegrey Conrad P N • 535 HI NEYS-N - CENTERVILLE;MA 026?�2. ptmiuisti:i \'otalyd tvit)ra'signiture _ g��� .. . Town of Barnstable Geographic Information System New Search H, Parcel Viewer F Custom Map Abutters Map Size IMZoom Out fl fl fl jIn L r' K a a R ry ! 'tL E JPG Map: 272 Parcel: 004 - 016 F ` F 272004014 Location: 16 SQUARE RIGGER LANE I Owner: LOGRIPPO, JOSEPH P JR&SUSAN J Location Information 272004015 xs --< Map &Parcel 272004016 Location 16 SQUARE RIGGER LANE ti Acreage 0.22 acres Current Owner Mailing Address LOGRIPPO, JOSEPH P JR& SUSA� 12 LENOX AVENUE II � . ° k SAUGUS, MA 01906 rat �2D1 Appraised Value (FY 2009) 4 � Extra Features $2,800 272199 Out Buildings $0 R 23 Land $164,200 Buildings $173,600 Total Appraised $340,600 2720040 17 126 � Assessed Value (FY 2009) 272198 Extra Features $2,800 56 Feet L xt _ Out Buildings $0 Land $164,200 ;- ... ,_.... Buildings $173,600 Total Assessed $340,600 Set Scale 1" — 56 Aerial Photos MAP DISCLAIMER 1 _ _.._ Copyright 2005-2008 Town of Barnstable,MA All rights reserved:Send questions or comments to GIS BarnstableMA v1.2.3357 [Production] Town of Barnstable *PermitQ�d 26/4 31 Expires months from issue date -PRESS Regulatory Services Fee ER IT Thomas F.Geiler,Director M CJ MAR 16 2009 Building Division Tom Perry,CBO, Building Commissioner � ' �' OVI/IV OF B C�- �,. AR�STABL� 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 ax: 50 ; 90-6130 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONL Cn Not Valid without Red X-Press Imprint Map/parcel Number 2-1 Property Address av 1-.iN A Pw N c-S /'►'1A Oa.G a 0 ❑Residential Value of Work 7 Ll SO v Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address TO`2y tG h, b S yU c r'1 O o Contractor's Name ��'-TTY's/ l�l • �O rj ('IA<) Telephone Number Z.S?O—89 767 Home Improvement Contractor License#(if applicable) P,"l-I O'7 " Construction Supervisor's License#(if applicable) g 5 ❑Workman's Compensation Insurance Check one: aI am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance , Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All(construction debris will be taken to ❑ Re-roof(not stripping. Going over existing layers of roof) Re-side Replacement Windows/doors/sliders. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Im/p�ovement Contractors License is required. S / .J SIGNATURE: , lu Q:Fomis:expmtrg Revise061306 ' The Commonwealth of Massachusetts Department of.1ndustrial Accidents W Office of Investigations 600 Washington Street t Boston,MA 02111' wl dw.mass.gov/dia -. Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers _Applicant Information Please Print Lealbly Name(Business/Organization/Individual): �:R�,L N� Cn n�d Q. Address: ZZ City/State/Zip:Ce_yA,"Ak-e_ M A -Q:k42 Phone.#: Are you an employer?Check the appropriate bog: ;Type of project(required):, 4. I am a general contractor and I 1.❑ I am a employer with ❑ 6. ❑New construction . ;employees(full and/or part-time).* • have hired the sub-contractors 2. I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees . These sub-contractors have g• []Demolition workin for me in an capacity. employee$and have workers' g Y P tY• 9. ❑Betiding addition . [No workers comp.insurance comp.insurance. ' 5 [] We are a corporation and its 10.❑Electrical repairs or additions . required.] officers have exercised their 11. Plumbing repairs or additions ' 3.❑ I am homeowner doing all work . h id ❑ P myself.[No workers' comp. right bf exemption per MGL 12.❑Roof repairs insurance.required.]t c. 152, §1(4),and we have no • employees. [Na 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 mutt submit a new affidavit indicating'such. $Contractors that check this box must attached an additional sheet showing the name of the$ub-contractors and state whether ornot those entities have employees. If the sub-contractors have employees,iheymust provide their workers'comp.polity number. I ani an employer that is provlding workers'compensation insurance for my employees. Below is.the policy and job site, information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: lob Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). , Fatiure,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$250.00 a day against thq violator. Be advised that a copy of this statement maybe forwarded to the-Office of _ Investigations of the CIA for insurance coverage verification. ' I do hereby certify under the pains•and enal 'es of perjury that the information provided above is true and correct . Si afore:~ Date: D3 1.6 0 Phone# K1 7 g Official use only. Do not write in this area, to be completed by.city or town:official City or Town:` Permit/License# Issuing Authority(circle one): J.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5•Plumbing Inspector L.6Other ntact Person: Phone#: f °FtHE, Town -of Barnstable Regulatory Services yBAsASBM$ Thomas F.Geiler,Director �A s639• �� 1FnI„�re, Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Faz: 508-790-6230 Property.Owner Must - Complete,and Sign This Section If Usingy A Builder I, ✓ �^`� l�i O VR— as Owner of the r r subject ro e � rty hereby authorizecf CQQZC� to act on my behalf, in all matters relative to work authorized by.this building permit application for S 'et' 1 I 10AJF_ &A) (Address ob) r` 3 _ - a Signature of Owner Date si_ . ��. Print Name If Property Owner is appl3ing for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&O WNERPERMISSION Town of Barnstable �pf THE Tp�� Regulatory Services " sARNSTAB[.E, Thomas F.Geiler�.Director • 9 MASS. 1639• ,0 Building Division lED MA'I A Tom Perry, g Buildin 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 arid/or farm structures. A person who constructs more than one home in a two-year peridd,shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner:shall act as supervisor." . Many homeowners,who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:f6rms:homeexempt ✓JLC 100997/IlLOOZU/EQGUL d�✓l�CllddN.000G f '� 1 ` Board of Building Regulations and Standards y I Construction Supervisor License ,h ! License-'CS 9857 fExpirat�23/2009 Tr# 23312 Restriction :00 t yyl I JEFFREY M CONRAD r535,PHINNEYS LN ��- CfENTERVILLE'MA 02632 Commissioner 1 i ✓�ie �a7n�r+artureczlClz ar/ucoelta s ,per +' Board of,Buil,}ling Regulaliuns and t License or registration vand:for mdividul use.only HOME IMPROVEMENT CONTRACTOR before the expiration date :If found return to. `. Boarll of Building Regulat�oiis and Standards - Registration 124074 Oue Ashburton Ylace Rm 1301 y E pirafion 5/9/2Y0O9 TriF 129558 Boston,l•ta 2103 Type DAA 1�77 IiA j Conrad Remodeling Jeffrey Conrad tax _ j _535 PHINNEYS;N `x f Q-�'�"`. -— -- ----- } valid with signature CENTERVILLE MA 02632 Adnumstrator �t R f � F I RICHIES INSULATION INC. t E Ill OLD BEDFORD ROAD WESTPORT, MA 02790 SOM78-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: x PLEASE BE ADVISED RICHIE'S INSULATION, INC, INSULATED THE FOLLOWING JOB: 3 ADDRESS: , TOWN: !ICI t CONTRACTOR'S NAME: lie, i i e-0 CONTRACTOR'S ADDRESS: 01 CONTRACTOR'S TELEPHONE NUMBER:, ) -2M THE FOLLOWING INFORMATION iS WHAT WAS USED ON THIS SPECIFIC JOB: ZZ MANUFACTURE: O r ` TYPE: THERMAL CONDUCTIVITY PER IN � I AREA THICKNESS R-VALUE CEILING } WALLS STAIRWELL BASEMENT CEILING l GARAGE CEILING a G.H. WALL r CRAWL I OVERHANG r CATHEDRAL WALL t F" CATHEDRAL CEIL WALK OUT WALL FOUNDATION WALL BLOCK/RUNN. SLOPES P/V r s THANK.YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEAS PLEASf CON T MY PH MBER.� t INSTALLER: d } TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 9-1 Parcel 6 io CP Application # l)1 5 V 1 A Health Division Date Issued /0-22-�S Conservation Division Application F e Planning Dept. Permit Fee � F1 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis kz) - Project Street AddressRS1 �., w V=-_. Village N/ AO = . Owner C-) Address TVV -- - Telephone 91 - 7112 — Y/ Permit Request �'� �c L Q Ar �,�-/Dry X 0 p i ,oPQ iDO `!'-� e �S Square feet: 1st floor: existinY 56 y q � proposed ��� 2nd floor: existing '*�proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation HE000 Construction Type wnoi® 1-=j A YY7 iy. Lot Size 0 .XjL Ames Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family )y Two Family ❑ Multi-Family (# units) Age of Existing Structure Q.7 Historic House: ❑Yes YNo On Old King's Highway: ❑Yes ;(No Basement Type: *Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) — Basement Unfinished Area (sq.ft) In Number of Baths: Full: existing new �' Half: existing in new _ Number of Bedrooms: existing new Total Room Count (not including baths): existing ��new First Floor Room Count LIV Heat Type and Fuel: ` Gas ❑ Oil ❑ Electric ❑ Other Central Air: 1-Yes ❑ No Fireplaces: Existing _New �Z Existing wood/coal stove: ❑Yes &No `Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:kxisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name C©Vy e'Y-"- Telephone Number -7cg Address Mg: Pin,-wyyt A;S kPW G- License# '# )MA. Home Improvement Contractor# , EmailCon-f-PtO RedrtocW1 rvci(QCyn cas+, IVorker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY .,APPLICATION# DATE ISSUED MAP/PARCEL NO. s ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable °F Regulatory Services Richard V.Scali,Director .1 - 6 16 ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 E www.townbarnstablema.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder r as Owner of the subject property hereby authorize tes—c-.e M C-o W F A-O to act on my behalf, in all matters relative to work authorized by this building permit application for. Address of * , 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 pections are performed.and accepted. S' tore of r S; A of Applicant ri\ (;bw�" Print Name Print Name Date . Q:FORMS:OF'NFWERMISSIOIQPOOLS I Town of Barnstable Regulatory Services THE r, Richard V.Scali,Director i Building Division RnR7VCTART7[ * Tom Perry,Building Commissioner brass 200 Main Street, Hyannis,MA 02601 www town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEA,=ON 'Please Print DATE: JOB LOCATIOK number s[xeet• village "HOMEOWNER: - name borne phone# work phone# CURRENT MAMING ADDRESS: ----- - ----- cityhown state——• rip code ' The current exemption for"homeowners"was extended to include owner-ocenpied 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_ DEMITION OF HOMEOFPNER 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 ofBamstable Building Department minirnrrm 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 previsions of this section(Sectton IO9=1:1=Licensing of cons ttucfioo Supervisors);provideed tKa-f- fhe 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 Iast page of this issue is a form currently used by several towns. You may care t amend and adopt such a formIcertifcation for use in your community. Q.\WFII ESIFORMMmIdmg permit fonns\=RESS.doc Revised 061313 Massachusetts-Department of Pyjblic Safety 'Board of Building Regulations and Standards Construction Supervisor License: CS-009857. JEFFREY M CON, tAD 535 PEMNEYS Ltq CENMVH,LE MA i �• Expiration , Commissioner 12/23/2615 � e j (9211 License or re istration valid for individul use only Office of Consumer Affairs&Business Regulation g TOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: Type: Office of Consumer Affairs and Business Regulation Expiration: ;5)9120_17;; DBA 10 Park Plan-Suite 5170 ram. Boston,MA 02116 Conrad Remodeling!~ ti Jeffrey Conrad =_--w r4 535 PHINNEYS;N CENTERVILLE,MA 02632'--- Undersecretary Not Valid without signature The Comafaarrivealth of-Vassachusetts Deprarbraent of rudustrial Accidents u -- Office of Investigations 600 Washington Street Boston,CIA 02111 Wnw.ma-mgovfdia NVrurkers' Campensation Insurance Affidavit Bgirders/ContractorsMectr cianslPlumbers Applicant Infarm,atian Please Print Lembly Name OusinenfOrgmintim adividag) _�P_k4r a_' 1� (�r^p Y oj-jib Address: — %� Iry jW-g_9 ,S Lent' CitylSta&Zip ` �1 26 Phone.4", \�'Q Are you an employer?Check the appropriate box: Type of project{required}_ -. I_❑ I am a employer with 4- ❑I am a general contractor and I employees(full andlor part-time).** have hired the sub-contractors 6. ❑New consi etion 2.M I am a sole proprietor or partner- listed on,the attached sheet. 7- ❑Remodeling ship and have no employees. , ' These sub-comtractors have g_,0 Demolition wonting for me in any capacity. employees and Imre workers' 9_, ❑Building addition INo vL-orl{m' comp.insurance comp-m¢nrancf 1 are a corporation and its 10.❑Electrical repairs or additions regwred_] $. El Tile 3.❑ I am.a homeommer doing all work officers have exercised thek I❑Plumbing repairs or additions myself [No workers'romp- rightofexemptionperMGL 12_❑Roof repairs insurance required.]F c.152, §1(4�and we have no employees_[No worms' 13.0 Other comp.insurance required.) `Any app&wt that cheda box 91 umst also fill out the section below showing their workers'compensation palicy info ran_ I Homeowners who sulmnt this affdaedt indicating they are doing alI woak and then hire outside contractors—st submit a new affidavit indicating saclL =c'ont WWrs that cheCk this bra must attached m additional sheet showing the name of the sub-coatrKtors snd state whether or not those entities have employees.Ifthe sub-contractors have employee%they mustpmw-ide their workers'comp.pGRU number_ -Tani ari einplgvi,that is pr4n ding nrorkers'conWensatfan insurance for my alltpLo}wes. B'eloty is iltopoTicy and jots site information t Insiw nce Company lame: Policy#or Self-ins.Lic.4 Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page.(showing the policy number and expiration date). Failure to secure coverage as required.under Section 25A of MGL c-152 can lead to the imposition of criminal penalties of a fine up to$U40_00 and'or one-yearimpdsonmeuta as well as civil penalties.in the form of a STOP WORK ORDER and a fssie of up to$250-001 a day against the-violator. Be adiised that a copy of this statement maybe ceded to the Office of Investigations of the DIAL for insurance-coverage vacation I do heraV cerlif}r rrrtdcr thepains and petiabYes ofp that file informatirnt prodded abMW fs true and correct Signature_ Date: Phone OB cial use onty. Do not arrive in this.area,to be campieted by city or totwn officfat City or Tome: .` PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.13uilding Department,3.CitylTowi Clerk 4.Electrical Inspector rr.Plumbing Inspector 6.Other ` Contact Person: Phan 9: Information and Instructions Massachusetts C=-nm l Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pmsuantto this sib,an ernplzyae is defined as.`°_.sverypersonin the service of another under any contract ofhire, express or implied,Orel or wriiinn_" An errTIoyer is defined as"an individual,pm nmmh�p,association,corporation or other legal entity,or any t D or more of the foregoing engaged in a joint enterprise,and including the legal represent afives 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 tbree apartments and who resides therein,or the occupant of to - dweIIing house of another who employs persons to do maintenauce,construction or repair work on such dwelling house or oa the grounds or building app thereto shall not because of such employment be deemed to be an employer." MCM chapter 152,§25C(t7 also sues 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 incnrance_coveragedequired" Additionally,MGL chapter 152, §25C(7)stales"Neither the commonwealth nor nay ofiL�political subdivisions shall enter mto any contract for the performance ofpublic work until acceptable evidence of compliance with the instsarice.. requziremeuts of this chapter have been presented to the contracting auihorztyy = Applicauts Please fill out: the workers' compensation affidavit completely,by checking me boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), address(es)and phone number(s) along with their certfficate(s)of ins mmnce. Limited Liability Companies(LLC)or Limited Liability P art aersbips¢LP)with no employees other than the members or partners,are not required to carry workers' compensation inscammce. If an LLC or LLP does have employees, apolicy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of inmrance coverage. Also be sure to sign and date the affidavit The affidavit should be refrnned to the city or town that the application for the permit or license is being requested,not the Department of had .a Accidents. Shouldyou have any questions regarding the law or ifyou am requu�to obtain a workers' compensation policy,please call tine Department at the nombea listed below. Self-fine ed companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and priated 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 regm ding the applicant Please be sure to fill in the pennitllicense number which will be used as a reference number. In addition;au applicant that must submit multiple pemutllicense applications in any given year,need only submit one affidavit indicating current p olicy ij l =&lion(if necessary)and under"Job Site Ad&ess"the applicant should write"all locations in (car or awn)_'A copy of the affidavit that has been officially stamped or marked by the city or town may b e provided to the applicant as proof that a valid affidavit is on file for fine 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 reqaired to complete this affidavit The Office of Investigations would at to thank you m advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Dei artmenfs address,telephone and fax number. The C:GMMMWmjthL of Massachzl-sx-tt3 Degartnent of l-�dusfziak Accidents Qf QCe of kVaStigatZo--- ���ashing�an t Bagtou=MA.G21 11 Tc,-L 4 617 727-4900 Qxt 406 or I-.9 MfASSAFE Fax 9 627-727 7M Revised¢24-D7 ww 7 ass-gov/dia . 'Gov - — AWC Guide to Wood Construcdvu hi High Wind Areas: 110 juph !find Zone Massachusetts Checklist for Compliance(780 CiMR45301.7 1.1)r Loadbearing Wall Connections Lateral(no.of i 6d common nails).......................:........(Tables 7)........_....................._..... ........_... Non4madbearing Wall Connections Fetal(no.of 16d common nails).._.........__......:.:_..(Table e)._.....__..._....._..._........................ Load Bearing Wan Openings(record largest opening but check all openings for cornpfiance to Table 9) HeaderSpans ....._-------------__.__...._.................(Table 9)......................._.........._ft_in.511' , SIilPlate Spans ._..._----_........._......__.._...._..........(fable 9)..............._.................._ft_in.511' Full Height Studs (no. of studs)..........._......._...:.........(Table 9)..........._._....._.........._. Non-load Bearing WaU Openings(record largest opening brit check all openings for compUance to Table 9) ' Header Spans........................ (fable 9)....... ............_.......... ft•— in.512' Sin Plate Spans.. __.............._........._......_..__ .(Table 9)........_.... _ft_in.512" Full Height Studs(no.of studs)..._.._._......._._.......(fable 9).... _ ........ ....._ _........... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously 4. _ Minimum Budding Dimension,W Nominal Height of Tallest OpeningZ ................................................................. _..._. Sheathing Type............................:...._.....(note 4):,........_.................. ..................... Edge Nail Spacing..-----..._.---------- „.._ .(Table 10 or note 4 if less). .....-._.... in. _ Field Nail Spacing...................._. _._....(rable 10)....._... ...................._.:.__.._ in. Shear Connection(no.of 16d common nails)(fable 10)... - ................................... Percent Full-Height Sheathing.__* able 10 5%Add flonal Sheathing for Wall with Opening>6W(Design Concepts)....._............. Maximum Building Dimension,L Nominal Height of Tallest Ope.nfng ...................................................................... Sheathing Type..._..._...:...._.... ._.............(note 4)._................_.__._.._....__.. Edge Nail Spacing..............._._. _._.._(Table i 1 or note 4 if less).................:...... kL ......:..._....:..(fable 11)........._._............._......_...,....... _ , Field Nan Spacing........ .............._ in. . Shear Connection(no.of 16d common nails)(Table 11)....... ..............._ Percent FuWalght Sheathing...,_' -_.-(fable 11)..._.._.......................... :..,...._._ 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)_.......... _..:.. Wall Cladding Ratedfor Wind Speed7._..._._......_._......:.._.........._...............•................._......._..........................__._ 5.1 ROOFS Roof framing member spans checked?._......_:...__.....(For Rafters use AWC Span Tool,see BBRS Website)', Roof Overhang .................................................(Figure 19)............._ft S smaller of 2'-or U3 Truss or Rafter Connections at Loadbearing Wails Proprietary Connectors Uplift............................. _.....,(Table 12).............................................U= plf Lateral....._............_....._.................(Table 12)......................_......_......_L= pif Shear-*__......_..._.... (Table 12).............:_...... - �......._.._....__.. Ridge Strap Connections,if collar ties not µsed per page 21... (Table 13).-.._._.......:.............T= pit Gable Rake Oudooker..................._.........__._.._.(Figure 20)............. ft 5 smaller of 2'or U2 ' Truss or Rafter Connections at Non4madbearing Walls' Proprietary Connectors Uplift__..._..:.........................—......(Table 14)----..._.._....................._._...._U= lb. Lateral(no.of i 6d common nails)_.(Table 14 . . Roof Sheathing Type.......... ._..... :....._.._. _.. .___...(per 780 CMR Chapters58 and .....:..... Roof Sheathing Thickness............... ..........•......... .............. _in z 7116'WSP . Roof Sheathing Fastening._.............__......... .........-(Table 2)_.............._...,.................................. Notes:. .._ •1. _ This dieddist shall be met in its entirety,excluding the specfic exception noted in 2,to comply with the requirements of 780 CMRS30121.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs ara not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 rz Uprdt Straps per Figure 14 d. All Straps per Figure IT, e. Comer Stud Hold Downs per Figure 18a and Figure lab 2 'Exception:Opening heights of up to 8 fL shah be petmitio when 5%is added to the percent full-height sheathing - requirer ents shown In Tables 10 and 11. ' 3. The bottom sill plate in exterior walls shall be a rninknum 2 in. nominal thickness pressure treated#1,2-grade. ' A FYC'Guide to Wood Construction M High Wind Areas:110nzph Kind Zone Massachusetts Checklist for Com*Pance(7so a-fRs3oi:2.i.l)1 C✓1 Check . Compliance 1.1 SCOPE Wind Speed(3-sec.gust)........._...»...»..........»......»_......._.................»...._._...».............._.............110 mph Wind Exposure Category»...»..................».:.....»».».....»._.»..............»». .....:.»B Wind Exposure Category................Engineed;n Required For Entire Project........................................0 . 12 APPLICABILITY Number of Stories(a roof which exceeds 8,in 12 slope shalt be considered a story) stories 5 2 stories Roof Pltch......»...._..»..:.»......:»_...._...».......».._........»..._(Fig 2) ... 512:12 Mean Roof Height»..»..._..»»»....».»»......................».»..._(Fig 2)».................._.._........ ..........».»_ft s'33 Building Width,W_.._.._...__..»..._..»......»..._.:»..-.......-- (Flg 3)»..».........»..:._................_:._.._ft s go, Building Len L ' .9 gth, ......_.._.._......._......»..».........._»_..»....(Fig 3)..__.......:...........».......»..._.».:..»—ft 5 BO Bulding Aspect Ratio(L/VJ) ....._.._......»...................._...»...(Fig 4)..._...__.....:._............»:.......»» S 3:1 Nominal Height of Tailed Opening ..............._..»... .»». Fi 4 ................_........ _. 1.3 FRAMING CONNECTIONS General compliance with framing oannecfions.....__........... (Table 2).......................................................... 2.1 FOUNDATION - Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete....................................................:.......................................................................... ConcreteMasonry............................_...................................._........................_..........»..... 22 ANCHORAGE TO FOUNDATIONta 5/8'Anchor Bolts4mbedded or SM'Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general..................................»_».:.(Table4)......................................- - in. Bolt Spacing from endroint of plate............_..._.»»....(Fig 5).,-.: ........:..... in:5 6'-12'. Bolt Embedment-concrete._......._.....-...»-.._.--_..»...(Flg 5)......»............»......... _...:....___. in.z 7"_ Bolt Embedment-masonry..................:........_.»......-(Fig 5)........._.t........................_... in.t 15' PlateWasher.....__.......................----_...__...._.........(Fig 5)--- .---_......._.........._.. .z 3'x 3'x VA' 3.1 FLOORS Floor'framing member spans checked ...__............»._....».(per 780 CMR Chapter 55)..................._..._:.._.» Maximum Floor Opening Qkmension.»:.».........._.._._....._..(Fig 6)...»__.»................................._ft5 12' Full Height Wall Studs at Floor Openings less than 2'from ExlErior Wall(Fig 6)..:....................... ........... MWdmrim Floor Joist Setbacks SUppoiing Loadbearing Walls or ShearwaII...._.._....»(Fig 7)................................._. •. ft 5 d Maximum Cantilevered Floor Joists �- T Supporting Loadbearing Walls or Shearwall...._.._.._»(Fig 8)__.......»........ ft 5 d lls FloorBracing at Endwa ......_..»............._._........._.......»(Fig 9)»._._..................................... ».....»...._. Floor Sheathing Type ........»....»................_....._.........-(par 780 CMR Chapter 55).................._:.._....... _ Floor Sheathing Thickness.........._........._.._......_.......:.....(per 780 CMR Chapter 55).................._... In. Floor Sheathing Fgstening_.........................................:..(fable 2)_—d nails at In edge/ in field 4.1 WALLS - Wag Height • IDadbeadng wags..»._.........._...».._.................;_..».(Fig 10 and Table 5)_.........._.._......_.—ft 510' Non-Loadbearing walls.-...-*.........................._....(Fig 10 and Table 5)......._................. ft's 20' Wag Stud Spacing .....»».._.............. ..........._.............»(Fig 10 and Table 5)...._..............—kn.<_24'o.c. Wag Story Offsets ..(Figs 7 8:8 s 42 E)a`ERIOR•WALLS Wood Studs Loadbearing walls....»................................._:».._.....»(Table )..............................2x_-_ft_in. Non-Loa0earing walls ; able Gable End Wall Bracing' Fug Height Endwall Studs.._»...._...»..»-....»._......»...(Fig 10)-----•.._....».........._.._...........»»»........ .... WSP•AtticFloor ftzW13 Gypsum Calling Length(If WSP not used)....:._.......»:.(Fig 11)»._.._»._.....»..............»:... ft z 0.9W - and 2 x 4 Continuous Lateral Brace @ 5 ft.o.c._(Fig 11�................................ _..»...»».._.».._..... or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocldng 4 ft,spacing in end joist or truss bays Double Top Plays - I Splice.Length .._..._.».:_:............._._...._---.»»_..(Fig 13 and Table 6)..._............_........ _ft Splice Connection(no.of 16d common nails)........»....(Table 6).......__._..._...._.:..........._..:_....»._.... . ! AWC Guide/o Wood Corisfruction IA HISh H,'Ind flreQS: 110 mph Wind Zone Massachusetts Checklist for Compliance(7s0 CIVIRs301.2J:i)i 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nall Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: L . Panels shall be Installed With strength axis parallel to studs. H. All horizontal joints shall occur over and be nailed to framing. fil. On single story construction,panels shall be attached to bottom plates and top member of the double tap plate. Iv. On two story construction, upper panels shall be attached to the top•member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first fioorframing. v. Horizontal nall spacing at double top plates,band joists,and girders shall be a double row of Bd staggered iat 3 Inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment S. Glazing protection:a)new house or horizontal addition—required if project Is 1 mile or closer to shore(generally,south of Rte.28 or north of Rte.6) b)vertical addition—not required unless there is extensive renovation to the first'tloor c)replacement Widows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. Yd-IHtt>isi3�i�srsoa MUM USEad MILS 'ATb'� ii it • u ra .ram _ . n it p 4I' " ii tt g1l ii e i•i +r•r- { I I � o �+ •C + l � � t �r +1 tl n !1 I it Ira 4zCL Lr p aJ Q FRU. MC,MF�I i l±► •• �+ I ®6EhffSF►dEr&TE 0. L u 1 1 rl - - f . DDi19l.E�GE—• � SLAGGEFED . tsiaF4 sPACkJr3 P WAX?AT TE RN PANl3 Fes.. • ,. �'� PRWLEDGE AOu6LErJA1LIDGESPACM DEi7lL See DBWO on Next Page Detall Vertical and Horrzorital Nailing Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment Boise Cascade Double 1-3/4" x 9-1/2".VERSA-LAM® 2.0 3100 SP Floor BeamT1301 Dry 12 spans No cantilevers 1 0/12 slope Wednesday, September 16, 2015 BC CALC®Design Report Build 3272 File Name: BC CALC Project Job Name: Conrad Description: ceiling girder Address: 16 Square Rigger Rd Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040. Misc: J Ak e 11-00-00 11-00-00 BO B1 132 Total of Horizontal Design Spans=22-00-00 Reaction Summary (Down/ Uplift) (Ibs) Bearing Live Dead Snow VUnd Roof Live BO 578/82 1,215/0 1,743/0 R11 1,650/0 4,051 /0 5,362/0 B2 578/82 1,215/0 1,743/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 ceiling joist existing Unf. Area(lb/ft^2) L 00-00-00 22-00-00 20 10 06-00-00 2 ceiling joists new Unf. Area(lb/f A2) L 00-00-00 22-00-00 0 10 03-00-00 3 roof Unf. Area(lb/ft^2) L 00-00-00 22-00-00 15 30 13-00-00 Controls Summary value %Allowable Duration Case Location Pos. Moment 6,450 ft-lbs 40.2% 115% 8 04-04-04 Neg. Moment -10,355 ft-Ibs 64.5% 115% 6 11-00-00 End Shear 2,370 Ibs 32.6% 115% 8 00-10-06 Cont,Shear 4,071 Ibs 56% 115% 6 10-00-12 Total Load Defl. L/576(0.229") 41.7% n/a 12 17-01-00 'Live Load Defl. L/886(0.149") 40.6% n/a 27 16-11-05 Total Neg. Defl. L/999(-0,01") n/a n/a 12 10-01-03 Max Defl. 0,229" 22.9% n/a 12 17-01-00 Span/Depth 13.9 n/a n/a 0 00-00-00 Notes Design meets Code minimum (L/240)Total load deflection criteria, nocinn mecfc ( nrin minimum /I PIRn1 1 ire Innrl defier}inn a riferin ®Boise Cascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\FBO1 Dry 2 spans I No cantilevers 1 0/12 slope Wednesday, September 16, 2015 BC CALC®Design Report Build 3272 File Name: BC CALC Project Job Name: Conrad Description: ceiling girder Address: 16 Square Rigger Rd Specifier: City, State, Zip: Hyannis, MA Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure �{b d Completeness and accuracy of input must L be verified by anyone who would rely on a • • • output as evidence of suitability for particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood • • products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum =2" c=5-1/2" (800)232-0788 before installation.\n\nBC b minimum = 3 d =24" CALC®,BC FRAMER®,AJST-' ALLJOISTO,BC RIM BOARD TM,BCI®, Member has no side loads. BOISE GLULAMTM,SIMPLE FRAMING Connectors are: 16d Sinker Nails SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �4, Parcel 00 44/, 0� Application # l� Date Issued Health Division �� 1 Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board i 1k 6�11 �k� c,� - Historic - OKH _ Preservation/ Hyannis Project Street Address / � .c�Y��c"e \ �a C L V YV Village Y-A-Nr\-)V-i Owner M0 LO O Address a Len2a4 &yr LS rnA 0190(o Telephone __7 "'-71 g - L-A, O\ Permit Request 6 1 15X t0 \�,TL^- L w�f-ALL P,r� 9��GCS toe �s`�er�7� (O�^o��- �,.��L\ l3� A•n� ©��� 5��=•e�•' Po(-C-h _ oeck, Square feet: 1st floor: existing C�roposeda�� 2nd floor: existing C7 proposed Total new ;Zgoio�Gtc Zoning District Flood Plain Groundwater Overlay Project Valuation ©/�,Oeo Construction Type CA)0c::)Q RAvyiC__ Lot Size 0 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 XNo Basement Type: AFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) C2 Basement Unfinished Area(sq.ft) �g Number of Baths: Full: existing new Half: existing new --- Number of Bedrooms: existing knew Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 4Gas ❑ Oil ❑ Electric ❑ Other Central Air: AYes ❑ 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:A existing ❑ new size,-� Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 4No If yes, site plan review# -- _- Current Use Proposed Use j APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name M. cov'J'P*,Y,�) Telephone Number J�b�a-a2m - &9 261> Address IWAvoa License # s T 2S7 C-g-9 A l /V1 0-263 2 Home Improvement Contractor# 0 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 14 DATE .J I L i FOR OFFICIAL USE ONLY ,APPLICATION# �DATEISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER . r , w DATE OF INSPECTION: FOUNDATION FRAME F INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL-, PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 5 E • DATE CLOSED OUT r k ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations, 600 Washington Street. , Boston, MA 02111 y� www.mass.gov/dia. Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/individual): ��\ \{�Pi�l 1/Yl CoW't\N0 Address:_C::<�S7 "iVV S 1-.Nc\-ysp�' City/State/Zip:Cevv`l-ef , k� M Phone #: ' 5.0 Q 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 * have.hired the sub-contractors 6. ❑ New'construction employees(full and/or part-time).. - 2. II am a sole proprietor or partner- Misted 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' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance p• required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 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' I3.❑Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that 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. l am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A'of MGL c. 152 can lead to the imposition of 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. 1 do hereby certify nd r the pains andpenalties o perjury that the information provided above is trite and correct. ' ' Signature: Date: J �� 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): 1. Board of Health 2. Building Department .3. City/Town Clerk 4. Electrical Inspect©r S. Plumbing Inspector 6. Other Contact Person: Phone#: - Information and Instructions. Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,'construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not prod uced.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 Ito the city or town that the application for the'permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the pen-nit/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 inforrrration(if ftcessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A.copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a-home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 TO,9:617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax# 617-727-7749 www.mass,gov/dia Nlassachusett: - Department or Public S;Act% Board of Building Regm.lations and Standar(N Construction Supervisor License . ..License: CS 9857 A Restricted to:to: Od � JEFFREY M CONRAD 535 PHINNEYS LN CENTERVILLE, MA 02632 Ex' iration: 12!23/2011 x t 7ntkirtr- saarer T Y: 15805 � I Office o onsumer'A�`irs B siness egutat,on License or registration valid for individul use only — HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 24074 Type: Office of Consumer Affairs and Business Regulation Expiration: -519/2013 DBA 10 Park Plaza-Suite 5170 Boston,MA 02116 Conrad Remodeling; Y .= rr„ Jeffrey Conrad is 535 PHINNEYS N gar CENTERVILLE,MA 02ti32 Undersecretary_ cot valid without signature THE Town of Barn-stable Regulatory Services - = uxrrsrAB[:� v MASS. $ Thomas F. Geller, Director En> '` BuiIding Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,,MA 02601 www.town.b arnstab le.ma.us office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 2 t"Oho � ��- , as Owner of the subject_property here b authorize -�� � _ ' Y J 'y �� to act on my behalf, in all matters relative to work authorized by this building permit application for. (.Address of job)." t t e ,=, Sig iit6xe of Owner'J ate•• f i 0 Print Name ` If Property Owner is applying for permit please .complete the Homeowners License Exemption Form on -the reverse side. Assessor's offioe (1st floor)- •� /�, 14• THE Asse'ssor'., ap and lot number ..... . .:. .l. .'.Oa.-01& ��Pof Togo Board;ro Health (3rd floor): sa�ll9�I uUImECT TO TOWN SEWER .... , Sewage Permit number ...... .Q.� ?l...O••• .. � I; BISs 9TLDLL, i K ,e,s ra Engineering Department (3rd floor): sa �j �o i639• House number ..........................................fib........................... APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING . INSPECTOR APPLICATION FOR PERMIT TO ....C4? .t >�Gt... ...S.iXI �. ... ICl7.a,�7....dw.p-2.1.],TIg............................... TYPE OF CONSTRUCTION .......wood frame............:....................................................................................... ...............March.......:1.........t9-88 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Lot 111 S pare Ri er Lane H annis Ma Location .......................................................q. �Jg.................:..............................y............... .................................... ................ ProposedUse ............................................................................................................................................................................. Zoning District ......R.P.B ........................................................Fire District ........Hyannis.................................................... Name of Owner .Q4.PKi.CQrJ1... PA.Ity...Tr.uat...........Address ..7.65...Faizri uth..RcLa.d...... yanni.s.,...MA... Name of Builder Franco R.E. Dev.Co..Inc...........Address .�.6:5..Falmouth„Foad,,...9yann S....MA,,, ................................. . Nameof Architect .......... .......................................................Address .................................................................................... Number of Rooms .....aiX.................... ................................. ........P....C............................................................... Exterior ..C.1apbo4.T:d... ...s.h.i.n.gle.s................Roofing ......as.hpalt...shingles...................... .............. Floors ....Carpet..................................................................Interior ......S11e.�troClc......................................... Heating Ga.- ....................................................Plumbing ..... 'IaR-C.QQ.p.e.X.........................:......................... Fireplace .... Yes.....................................................................Approximate Cost .........$.5Q....O.Q.R...Q.Q.......... ............... inaQ� lG�s Definitive Plan Approved by Planning Board _________________________ -��----s . ft. 9 Area ... ................. Diagram of Lot and Building with Dimensions Fee t � SUBJECT TO APPROVAL OF BOARD OF HEALTH v � �4t OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name A Construction Supervisor's License ...0.00989 CAPRICORN REALTY TRUST M,� �:�........... Permit for ....9!A��...;�9U......... ..Single Family..pK4�j,�.ing......... '4. ............................ ..... Location ...L.ot....#..1.1.1........ S.qq4.rg...Rigger Lane ...............................Hannis y .....................:..................... Owner ..Capricorn Realty Trust .................................................... Type of 'Construction .Frame........................... .. .... .. .. Plot ............................ Lot ................................ 21 Permit,'Gronled ......july... .........19 88 Date of, Inspection .....................................19 Date C6mpleted 1 9p, . . ................... ��; hfi -0. A 3/11 � Assessor's offioe (1st floor):. / //_ _ ��}14. Assess�A map and lot num&er. .....�.:ay.�..�p..7s' QyoFTNETo�1 '` �s 'y ���.• o Board of F�eAIth (3rd floor): _'���� ' Sewage Permit number ......�:t-'-v'.v::....'I Y . ................. Basa9TsnLE,i Engineering Department (3rd floor):, ' / t c. moo NA Housenumber ..................:2;:.......::.......:...................:..,......... DYAYa� APPLICATIONS PROCESSED 00-9:30 A.M. and 1:00-2:00 P,M.` only ` TOWN ,- 'OF' BARNSTABLE BUMOIHG, INSPECTOR APPLICATION FOR PERMIT TO ....oaxls. r1Ac.t... .�.We)J.J.ag ............................. TYPE OF CONSTRUCTION ......wood...frame.........\......................................................................................... �1 Z7 Z. March ......_1.........19..8.$ TO THE INSPECTOR OF BUILDINGS: a)4 -Q/6 The undersigned hereby applies for a permit according to the following information: =a Location Lot 111 Square..,Rigger Lane Hvann s, MA .................................... ............................. ProposedUse ............................................................................................ A.............................................................................. -1 IL Zoning District ......R,.B•........................................................Fire District ........HyC71Aa s................................... ......:,...... t Name of Owner .Cd ri.QQr.n...Rjealtv...'Trm.,s.t,...........Address .765...Fal.m.m.l.th...Raa.d...... n.1 .r.;,MA... Name of Builder Franco R.E....Dev..Co jnc.,_.. .....Address .76.5...Fal.mouth„Road,.,,Hyannis,,•„M13... V Name of Architect ... .Address toNumber of Rooms .....5iX.....................................................Foundation ........P.....0..................... ..... ... .......... .................... �f h r „Cl'anhOax r7 PG �` c .... ............. Exlerio. . ._...........d...azldl�.r....ah.asg1..............._._.......koofing .......aS.hpa.lt...shinglPs.....at.... . Floors ....Ca p et .......................... .................Interior .......Sh ......................... a .........................................:%........... Gas-F.W.A. ...........Plumbin .....Two:7COpper Heating g y._..........................................:............... Fireplace .....X9.5............................ .......................................Approximate Cost .........$�an.�.�.0,.0..�.Q 4......� . .` ....... ....... ... .. Definitive Plan Approved by Planng Board _______________________________19________ . Area ....................� ...........'.... Diagram of Lot and Building with Dimensions Fee ' .. SUBJECT TO APPROVAL? AR'D OFt HEALTHr,/j7 �I OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ��!l.. � /(,��' } r .��. � Construction Supervisor's License ..,0 0 0 9 8 9 , , �CAPRICORN REALTY TRUST A=272-004-016 No ...N 0.9 9. Permit 4r ...One.,Sto . .......... 4 Sin le Famil Dwelli .........5..........................................�g......... Location ..Lot 16,.,$g. are.., 2.j,c�.ger Lane ................Hyannis............................... Owner ....Capricorn. Realty Trust,.,, Type of Construction .Frame ............................................................................... Plot ............................ Lot ................................ July21�..............19 88 Permit Granted ................... Date of Inspection ....................................19 Date Completed ......................................19 TOWN �� 3 a -' DATE 19 PERMIT NO. APPLICANT ADDRESS (NO.) (STREET) ICONTR'S LI CENSEI PERMIT TO (_) STORY NUMBER OF (TYPE OF IMPROVEMENT) N0. DWELI—ING UNITS (PROPOSED USE) AT (LOCATION) ZONING (NO.) (STREET) DISTRICT BETWEEN AND _ (CROSS STREET) '------ ' (CROSS STREET) SUBDIVISION LOT LOT BLOCK SIZE BUILDING IS TO BE FT, WIDE BY FT. LONG BY IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OF, FOUNC"AT ION (TYPE) REMARKS: c AREA OR VOLUME ESTIMATED COST PERMIT (CUBIC/SQUARE FEET) OWNER ADDRESS 1y' a: BUILDING DEPT. / BY "HIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY ;TREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR 'ERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- 'ROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED 7ROM THE DEPARTMENT OF PUBLIC WORKS. THE !SSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS )F ANY APPLICABLE SUBDIVISION RESTRICTIONS, IINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON NSPECTIONS REQUIRED FOR JOB AND THIS WHERE APPLICABLE SEPARATE •LL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR MADE ELECTRICAL, PLUMBING AND FOUNDATIONS OR FOOTINGS. WHERE A CERTIFICATE OF OCCUPANCY IS RE— MECHANICAL INSTALL4 IONS. . PRIOR TO COVERING STRUCTURAL QUoRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBFINAL INSPECTION TI TO LATHE FINAL INSPECTION HAS BEEN MADE. . FINAL INSPECTION BEFORE OCCUPANCY. POST TIHiS CARD SO IT IS VISIBLE FROM STREET -- BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Vd 2 z - l r HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT OTHER - ----- ------__. ----'— �., BOARD OF HEALTH ------- . JF.K SHALL NOT PROCEED UNTIL )HE INSPEC PERMIT W!ll BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE tine . THE VARIODUS STAGES OF i WORK IS NOT STARTED 'WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TEIL-PHONC OR VVRirTEN PERMIT iS ISSUED AS NOTED ABOVE. NO II F ICAI ION. • ti TOWN OF BARNSTABLE Permit No. ..3.2.099...... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash ..... HYANNIS.MASS.02601 Bond .....X.. CERTIFICATE OF USE AND OCCUPANCY Issued to Canxicorn Realtv Trust Address Lot #111 R 16 Square Rigger Lane Hvannisr Massachusetts USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. .......Jidle..9..........., 19.....9 9........ ....... ...fc� ............... Q Building Inspector ��..� °•,� TOWN OF BARNSTABLE BUILDING DEPARTMENT = rsaaeTAM % TOWN OFFICE BUILDING rua t �g 039' �� HYANNIS, MASS. 02,60t MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit #.........„: ...Z. „ /.......'.............. ................. .................„..................... „..........„.................„„„. issued to (._ .. „G .................................... .........„ ........ ! �/„... „..........�..... �� ..7.��..... r �yPlease release the performance bond. j' e, P� LrNs L - 1t�Td fqc zXTSl nrtio- rr- - - 12 i : -139"..-�+^•zmw-n u--��� u�-c5 I i - l •L�T -LlLi1€'t1IIF':v.'_41f.�(-JlJt6S 1 j _ ❑ _ Jr'� _--- ,..pia-'-�- - � - a a Lu o E�cscc . ' n2 i.. :FSlseir G':picb oor C= 'rr�j�: I ti3sTrr-w _ �.. . _2_3tTactiRacK i 1 QI -O 9! OI O b� d �+�_ bJ ~ 3IE75ZiL I r a .. _�v pus'_ — •�r-t--�-t-�� - -- �l r i. 22,.L0 1 1 - -aT -R-OCJF'-C [-cv �"a1:0"_ - ;•F_36 vg�4Y_.— _ _____" I - ..,. FzLii-FIT-E ISi:T C7e�- R . I i _ SM 1 I i - I I IiI r C _ _ I_ - Ir�.LmG�+n��c�Er<-cR �., �� � I�IFIst I l i •-cw�RFe-�em�4liair4i_n�n<r.s��t�r,�v-Ealti�, StL. . Bruce Deviin r�satv�+ . IZtQC�P, r �s Ues " O 7742-180773 �Sl • a SUBNM.WITH eElu1LT APeticnxiOB AWCGWdewWoydCpnstruc6pnYnHigh-WiadAreaT:110mphWind4ne . 9FFLICANT'TO COMPLETE g,rh I CAT rOone AIYC Guide to I'froorf C""t......OR in r'figh IK IAreas:/rg u,Ph IViud Znr,c All pnsrr,irtian irr f/µ 1,winaArrn.r;d YO Magsachusetts gheC I list for Compliance(lea cmas3gl....l.1}' ets Chec t ) cklgst o p ae mx 5301.2.1.1)1 Massachus t kits for OmphWindzone - ..,E •- � � ,. 'h llSLattS ChCC I(I ISt fOi'�_piT).L)ila[1 L•C(7Rg f,,ai3 j.l(!1.,1.1{) Loadbeanng WallC ngcU n; 4' r�r n II ......(Tables 7)....._..,.:..f^.1W-Cx1t.Ef<•:.-_-L a. Fmm Tables 10 and 1'I end IOcaUon at mall shealtUng end Building A6PaC Rollo:determine P AWCO" '1,1 aSSilL I:1 Check t'sl ml(p...Of1ad mm-(! .) ele@M Fu0.Hdght 70 00 orutruction In High WindAr as-11 CempliaEEce, Wall Cc AU - .Sheathing and Nail Spacing l g P B regWremente . MassBcl;t�setts Che for C m li 'nce(7so c Nonlaterb"aarla,�dN I follows: - . Lateral(do.df•teddsn.(Oapagela .t.pomp...... (fool al ... .......... -�•_ . ,,,- ........110 mph Load Beefing WeIa OP ping teWrd largest DW chadt 11 1 focpm�� 'y,h�91' / ' .. .. Header(ipari ::......................._.._........(Table 91 v'"':..4.. 1 :QCe- m,s 71' V W 'lLS All holtzonaW lolntefdlail�OCwr Strength evgend baoi parallel _ t.t SCOPE ................................. .B I ry construction,panels l0 ble Wine Speed l3-sac 9us11............. - S91 Plate Sfd..' (Table 9 s 11' n aln9 .. .............. F R i I b-. n Wina Expasare Full Heigh( Stiles(no.at studs)_........_.....................fTebl 3) ... ._ ...._� / iIL Op le clo txn ort Par1e all bti elladled to boBonlpWtes Btld Wp meal ithe dou . m plate � eretl a story) {a_stori¢ 52 stories 'Non-Load Bearing Walt Openings(mmrd largest opening chock all open'nt (r mN'�_"Tabs i2 iv h t - i � On two story construction,.upper panels shell be e08Ched b the top member Of be r double to 1.2 APPLICABILITY which exceeds B in 12 slope shall be[dnsld 512:12 """^ """"'••":•"•�"•"- ..�,¢„in-s 12' y/ I Header Spans..::: " �Taae 1:.._.......-,......._ plate andito band jdmt at bottom of anal:Uppe/e of lower panel ahell be made to and joist Numoer of Stones(a roam ....(Fl9 2)- .. $: _ ( .....-.., v and lowar'ebe th-t metle bmlvoet Plates flret Instal. .n.533' SIII Plate Spans................................. . Tole 9).............................. .... . Roof PtCh....... .. ... .... .........: .(F92)................... :6.TSBo" Full Height Studs(no.or stud)' .. ( _ V P .� ....._ - g8 o g Moan Roof Ha,ajll ^"" ,:(FI9'3)........ .................. Extedor Wall Sheathing b Resist Uplifla tl Shear Simulmnepusly' .. . L ........ tt 580 -.. min Wi110.vJ;.......... .T.c. , .. .f l Bui 9 '"' '1 3 "' Minimum Building Omen W - ^'1. G'a• \'� - - ...:................(Fl9 )................. '7r-,,15..« .Hal htof Tellest�0 Ina ' - i s s . ., '.Len-Ih L.. .................. .:.F7 4)..-...._. �,.a.e'e' _ Npmingr.:. 9 , Pen B ..............L.._ .. _ Bulldr 19 g .......... ...I P -. l Horluotal pall apddng at dou le b le"s,,an jolala pTtlgirtlere shah hay 'double row of Btl sta eretl al 3lidlea center Par I,le9'be1g1Y WB'lyl dfNJ:ryodxomel"NeWng for anal Attadlfnent 9 Rauo(VWJ........... ....Ifi 4 Typo........_.:-...._......-_ ( I 41 :.. Badmen Aspect :.............. e,I....,. Nor,pal Height or Tallest Open nga.. Edge N II Spa 1 p... - (Y!J 10 ornole 4 it Jess)........._.... 'S_,n: _J / ., Yr e , FlaldN�il&'gaelaB r-.•_'„ , .y(reel 10).............. n I O,CONNECTIONS ^"""""" Sheaf Cannoeaen`(n of l8d mnunonell)(Tdtjl 10)......__... ., 1.3 FRAm!N ands wl N,kamin9 connections_...... ....(Tablb 2)............................ ) L . -o General"camp. 4 Percent FEill•HetghtShe W g •...... ..(Tabs 10)..............daJ_L ...... ...- 1, sxAnmuonai3n arcing'rwwanwilnoPehing>e•e'(Be6rPnDormaeam). I ii l' ` .2.t FOUNDATION t I78o Ch: 104:1 - - / Maxi - unaalion Walls m42„h rt9 re9uireman s o �(- Mum Builtnaf f%m t_.1 L .-... .4......... Fo -... MI;bfElnatHelght (-Toll_tOPeN 9_...._...... . ... 11Y'00 . . ...,..' .. Concrete: .................... ..................... _ _ I El. skeal a ...._ -......._,(no ) 1Imi . .. oble tt rwie Olt lase)._.._..._.... _ ,^6 .'8Con.mla;M,onrY. ......... ,Fi1g"e`N a'Sped)C)9•-_ (T, _ (Tools -...._..... � � -_-_-____ _ .ANCHORXGC TOcnanicaLAnchofs es an aaIn conet Iy=iry Shear Co naCUon(no-of t6d oGmm eils)(Tabie lt) ....._...__._._._........ : --Y : - J.r� . - �2;2 srmbetlded or 5le'-PraPrin,a7'Me ..-'1-`t'.J. 1 t We' har Bolt ,(Table )........... ........ �F Pe:.ant Full-Her9ht Sh InlH •_.__..»....(Table ltg .,._.......--_.-._.._.. - - _t 6 In..Sfi' ' -' t` adn ene21 5Ye Atlditlorral5tmeathkl forWall wifhO 6E' Conca L)._.-._ _BolrSp 9-g ...... g pe,ung .(Desmgn p'- end,ornt.(Pate. item I DOLL SPadng. ...... in.z153� wan Cladding.. .........lFI9 ) Irc (:B Iti Ernb tl t ry, .. .....IFr95)........... .. _23X3'% .� Ralad(u Wmd Sp .._..... ... ..............._.._._ ......._.............._.....- T seat ........mb ' ........ 9 ..Plate Wash r ... / 5.1 ROOfSLOORS er 78oCMRChepler,56) -ft'.- Rao rOyerg member spans dhacdl.... ----_.. -(For R tie . AWC:Gnan Tool,see BBRS Webslm)Roof Overhang _.._ ( gure ig)3.t F member spans checxed,- .....(P .... + tt5t2' _:......................._..r....Fl ......... .smallero(2'artt7 for t n1..,..... ... ... _ Tmss or Keller Co ;y, pt Loadboaim9 Walla -- _ ..I Nan T from Exlador Wll(F9al- - - - Papri tap GCn decors aal�e o,izpntal Nailiit Full Hn9ht W II St d IFI o Openm9s'.ass tt5d U OrJolst Setbacks lalifl..........___............._ ..e(lablo l2).......-......._.._.._-.„.._�-..U-a�(?Plr Fi 7 Cement........_.................._ (T b1e.12) .. ...... .....--..L=Walls 'L db 9 lT 01 12) ..-. ... 3= p� � - Shoe ..............._... - n kachmen Supportln9Loadbea ng Wells or Sheaewall.... ...(Fig'al --^-' ..... Rmge SlmO Conneclipns�It rOgaf tles not used pePage 27 (i tit 13) .,..._...(Figg)0 ...............:....._......... Gebfe Rake Oudook _............... (Flgure 20 smallerot7irrl/2 ...... (Per 780 CMR Cnepter 65)......._.................. )Floor 82an9 1 Egd 115 _...... ,� in. �� dnnecUou at Non-oadGearui9 Walls Floor Sheathmg TYP -^"" "' '_"'"• 790 CMR Chapter 55L T- -.,.(Per ""'9 •.". n+6s or itelterC...... Propdafary Gon actorsFloor Sheathng fh kn �.... .,....(Tsb(e 2)..�d-nails al�f�,ln.e�9e/�a--"Meld a Floor Sheath n9 Fastenng_..........'. .... .. h (Toot 141 ......._.............U-y,L))}IbIUa�(eral't',. f tad (non n&I}.'(T h 14) ...... .--. 1, jihwu 0 ..............RoIO!SheathmHTYP. - Di itBo CMR Ch Plen:SB qgd 591.. -1� ��S6a 0 tell on 0.1 Pegs -' I^.��/16'WSPmi+i6P ...(Fg 1b and Table 5)....... -l-F3 m rt s 1P' Rogt Sh a1h g TntekRPss,_... .. Q! - b .... - Table 5 Akti g 1 - / RooFShaaNlrmg Fastening-..�._._.�._._..._.__..(ra Ie 2...._...._._....__. IVeNcel and lHorizontal hmem ding Loa%ear n3 vans.. ........ (Fig tO'nd.. ). 1 :d 520' .�L - __ ) Non'164ihea 9-�tID{s.......... ... ... ....(Fi91D an4Table S) l•tp 524'.o:a NoleS 41 - .. - m Wail Stud SPaung - - - „-(Figs 71L a)........................ ft 4•C N This choceliitchell t»met in Ib.enu ry exdutlin9 tlro ParJlie' cepean mmeo in 2 to commpply"'ice,Ne mct4 rem mo of Wall Story:Cdfcm9 """' CMR 63g1`.2-1-1'Iteni 1.It the ch rhl,st'Is rrialM if noiefy mE the(allawing moll straps and hob downs Oro not . /or Panel Adarh em. 76O. • mqui d P the GM 1 Figure ure Guide: ._ - d.2 EXTERIOR WALLS : - ,a pet tal,-aRs.Fer Flguf'S .(Table'S)Y .. ......._.. pp -77_t ;O In. dbeann9 II .. ..... ... ..lTabl¢5). Z1� In. _ _ b 20 Gage 64aps Pat F79ure T ., a UWft Soaps Per Figure 74 Non Laa,m ng wally.. .._ : d- All Seas eHFla O 17 re 18 F ure tab - = - GableEntl Wa110m51n9? - •-- - as r , ..:.(Fl9 tqj.. ... ................_....... r e- Comer Y, 1 awns p F18. P tiuil:he ghl shealtvng j . Full Height End$.ll Stud .................' Ii2WTd _ - /M12Q9w WSP?r Floor Length.. 'r'. : ._ e�uarne�Pa�heiThhlas'70 and 1jshull h' mdbed wtien5%rs added:loth Gypsum`C,ailing tengln(If WSP' QGsed) .. -:QFlH 11)_............................. "-_ e g _ - . ' .... urn nai a and2%4C lalUO sLet--]'Brr�� @ ddg-'tn.(Rg wilh2x4 plocking®4RsPacmg and IStof Vussbays:4� The bo - of 1 x3 Ilinglurnn9 tr P ®7 P i Rohl sib plate 1 eXlarlorwalls hall ba a minim 21n.nom thlCkn ss p esswa treated O ble Top Plate .(Fmg lea dT hie 6) _ :G- -- _ Splice l.e 9y - ...ey - ............ - . slice co du .l __af lea mmon naru)_--._(Yafr9 6) .. I OUHLE TOP PLATE\ ., ,MPH POSUREB(WIND ZCPJB - .. .. Table 2.General,NeiUn9 Soetlule.-.�' '.. :--� ,•� � 4"'' - :+ :JOINT DESORIF.TION �-- � � - --��e.D mbar o6 Number o Y�Na11 S a�iof .. - CoMmon N'Is Box� Nails .- .. g EAD BlocKing tgR r(To'celled) '2.16d 1;tOd' bath and r :'p�LE H EJa � I Film Boardf�Rafter(@nil palled) -2-ifid• 3::'18d` -aadh end .. - . .-. Wa .. min9... Top plales�Auntarsecfions(Face-nailed) _ 4-ifid- 5-16d a�joints _ _ - - Studto Shad,oce-nalleQ)',:'::,: :.- 2-16d 2-ifid, 2:'o.c... N MINIMyM 6iEgp. Header to HeaEer(Face-nailed) -16d' .16d i6"g.c.along edges D T HEADER SPAN'' HEAOF.R, NUr1}3FJ1�pT6 I BTUDi` - SIZE. FULL44FIGHT LAT,,FRAI . „ .. Floorh?amihfl' - 410d olst Ol/BLE rti `:-- HEADEh - ..u: - . Walt _;r Joistb Slll Top:Piate or'Glyder'(Toe-Nal.ed) Ig.14) - _ ..<-ed _ perj y �. a TO;KINC aT11D - �2''' 1. .. . . Blocking to Joist foe-naliedT'. -`r` --2;Bd= ---4-10d_ _eacband.. ItIiNDOIU BILL PV+TS 1 2Tl shemhins. ..... .- s7 _ -132 -I' vst errand, ,.� 6lockiny.to Sul'p (.Plate("fps-nalfeA),; -3)16e: 416d .each.jooCk Z 4' '2 Ledger Strip to Be or GihlBr-:�'(Faof(iailed) 3)t 6f;, 4-16d eaeFi:jolst_ f its . `. hadder _ .. >`• .. '. Joist on Ledger Seam�(Toe:;,, td). - - 3-fid: 3-tOd � peryolst � 4' ..554 Band-Joistb Joist(EndmaUad};(. 14) 3.16cg: .q,t6d: panll ___ __ ___ ___ _ _ 2b4 .Band Joist to Sill or:7➢PlPlet (1 .3g.. )(Flg.14) 2i16L'v `3. ad t - - 2=2X4.. u 'RPof:Sheathln8 .. PeI 5' Wood Structural Panels ':- - NAIL TOP PLATE .. - ~.. .. . .. fid 10d'. 6"etlgel,B'haltl _,. 6 - r Rafters or trusses apeced upfo 16 a a: _ :.. To uEaoEh u1tTH .. -. -- lot 3 9 B - 5462 r" z.NA :+ Rakers or.trusses s cad guar iG d c .ti' ed 10d .4'edg?t`4°field . TIIIO ROtlt'bF led _ i � 'ed-cd{nMo + -- ••*.- Gable endW.Urake4c ra truss w/og-bl @rh n9 ee. : 10d 6 ed9 6 field :'e - :li, '- 9' s ":t-TAT 9-O.C. ::t�..:` ��AT'a 7 O.C.- - Gable entlwall mks o:ra +russ wr'swctu"-put lookers 9d `- 10d'-' 6"ed9e%6"held I',241 59d 1 X .. .. ' I`r ',. f`9 - - ...4 - 4 KE 10' 2X1� ::.4 1;3135': ,Gable,endwall rake ofla♦_lo Vuss wfbokouf locks Bi ; .10C ` 4'od9�4'fleld 'a d4 d d•s' db _ . - a _- OK _ : Coitipg'Sneathing .::- .. - 4 ...4 a. Gd ..4 dd, 4da q.4 d 4 -da: _ .. Gypsum Wallboard Sd cools' - 7 edge/10 held o �u�4 da''o'.d a d•c d• A•�' .. - .. tYd¢mmmon- ,m, r,e/a•ANCHOR Bo4T5 wrrH - - - A I�y .. :.. 660 a 4 - > - PLATE WABrJEtiB -i' - a0 4.d EXTERtOa .. : Wall Sheathing ., ,.: _. _ _ '4 11.:° "X3"XV4"PLATOE WABFIER.,:°d II' 4-2x.9 {View OF ., --' Wood SWOtuml Panels '� •'doe•�G.n , de•�d.1 .40.0.: a.. : do . W , d•' ,46oa-. . 1-� W;4�..L. OPEN1NCs5 H�A© GARAGE - S[udsspaceduplgr24'O.C. - ad . 10d 6 eo D/:12'fieltl f•� a •� IN.'LOA LLe.�- p 'OPENING v _ a /,'and 26/32°FIOrcr`bgard Panels .. fid(1) 3•edge6:4"field o�• a,. a ,o aoe 4d °C•a .4d4 ,4d•a'a d•o .�drA .4d•o .°4:4 .40•a 46 . 35"Gypsum Wallbpaid�' ''5tl cooly 7 edgaCl0"field. 4 4 _ Floor Skeathing..' 1 .a ,: a Wood'SAructuralPanels - d'A .4Gn On .4d a.40•0 .'da header v. a •4.�• a.�•A.., I"or less go 10d -6'edga/12'field 4d�4 Gr n 1OdT ifid 8":edge/B iieW . _ eater.tha 1" \ ..Der , i of rT no {'1}Corrosion reslsant it gage nails and ifi gage staples are perrnlail;check IBC for addlUonal requlremeri)s. /- 1 '• �e2i ppro Nod dredule _ mta na;aht ad mop 3.o.c ;Nail Unless otherwise shptt)tl,saes given for hats are'cbmmpn wkeslze9;6bi, pheuinapc rtallstof equrvalehl I - d ameter and 9'4_ b�gfelettiF I-9th to.thespecifietl:oominon rails.mey b",Vtuted untoss o_therw)ss'" ' 'i �� prohibitrptl. _ I s _ J..ry .!�ee7}•9 .,. 00 Kf �IdN - - 4UIE: 1 Ea Er. 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MA �y NN NG B 0 A R 0 };�/�. �J o FRANK TOWN OF BARNSTABLE ZONINd WHITING H $o No. 29889 o BY-LAWS DATED SEPT 14 1987 '�ssofc/sTE s�Q,�� ZONE: RC-1 SETBACKS : (OPEU SPACE> FRONT 20' / SIDE 7.5' REAR y 7.5' PROPERTY LINES SHOWN HEREON WERE COMPILED FROM PLANS OF RECORD AND 00 NOT REPRESENT PROJECT N0. 3.3035.20 AN ACTUAL SURVEY ON THE GROUND THE STRUCTURE DEPICTED ON THIS PLAN WAS LOCATED PLOT PLAN ON THE GROUND BY SURVEY ON JUNE 30 .1988 in AND EXISTS AS SHOWN AS OF THE DATE OF LOCATION. I BARNSTABLE MASS . THIS PLAN IS FOR PLOT PLAN PURPOSES ONLY AND SCALE: 1" = 20' JULY: 1 1988 � SHOULD NOT BE USED FOR ANY OTHER PURPOSE. THE BSC GROUP-CAPE COD INC (BARNSTABLE) 7-5--�� - w 3236 MAIN STREET DATE PROFESSIONAL LAND SURVEYOR BARNSTABLE VILLAGE, MA. 02630 (617) 362-8133 I I 77 R 5 g PQ.Z. � 9 � w i G(SF_� sz i o I j 7 A 0 �! ,5 � 2�•so �� 4.) o Al 98 cow h' Dcq nN p � Doti o q •n¢ N !� 0 f"loc%p o ^� A i z SBO, L�o7- i,p D~ 1 L.C7'r" r II 9 4.4z S. F. N azz mac. M '� o1`9 �v, zo r h t i Of 0 � FRA NK A TOVIN OF BARNSTABLE ZONINGWHITIN �, � No. 208ss a ti BY-LAWS DATED SEPT 14 1967� No. ae O ss�ofCISR ZONE: RC- 1 a� SETBACKS : (OPEtJ SPACe> FRONT 20' SIDE - 7.5' C REAR n 7.5' PROPERTY LINES SHOWN HEREON WERE COMPILED FROM PLANS OF RECORD AND DO NOT REPRESENT PROJECT'N0. 3.3035,20 AN ACTUAL SURVEY ON THE GROUND —THE STRUCTURE DEPICTED ON THIS PLAN WAS LOCATED PLOT PLAN ON THE GROUND BY SURVEY ON JUNE 30 1968 1Cl AND EXISTS' AS SHOWN AS OF "'HE DATE OF LOCATION. BARNSTABLE MASS . THIS PLAN IS FOR PLOT PLAN PURPOSES ONLY AND SCALE: 1" = 20' JUL`ir 1 1988 i SHOULD NOT BE USED FOR ANY OTHER PURPOSE. — -THE BSC GROUP-CAPE COD INC (BARNSTABLE) 3236 MAIN STREET DATE PROFESSIONAL LAND SURVEYOR BARNSTABLE VILLAGE, MA. 02630 (617) 362-8133 1 i � e i i i — 77 RB. PQ.Z9 I i v C sz qS 54 I q IV L_ P P�0 k�4 ow 5 v ` . 2�.s IV N ca , 880 110 f, - i LOT I4-4z S.4z7. p A O.Zz p}C. to ' 8 I o i III III i Of C.FRANK TOXIN OF BARNSTABLE ZONING � WHITING N BY--LAWS DATED SEPT 14 1987 A N o. 28869 0 IsTEJQ� ZONE: RC- 1 SETBACKS (OPEu SPACE- 7�S/b� FRONT - 20' / SIDE = 7.5' Hi AR 7.5' PROPERTY LINES SHOWN HEREON WERE COMPILED 4 FROM PLANS OF RECORD AND DO NOT REPRESENT PROJECT NO. 3.3035.20 . III AN ACTUAL SURVEY ON THE GROUND. - -- THE STRUCTURE DEPICTED ON THIS PLAN WAS LOCATED PLOT PLAN ON THE GROUND BY SURVEY ON JUNE 30 1988 in AND EXISTS AS SHOWN AS OF THE DATE OF LOCATION. BARNSTABLE MASS . THIS PLAN IS FOR PLOT PLAN PURPOSES ONLY AND SCALE; 1" 20' JULY 1 1988 SHOULD NOT BE USED D FOR ANY OTHER PURPOSE. THE BSC GROUP-CAPE COD INC (BARNSTABLE) 3236 MAIN STREET I' DATE PROFESSLAND� -- - - - -PROFESSIONAL SURVEYOR BARNSTABLE VILLAGE, MA. 02630 (617) 362 6133 I III II i ----- -- - - - ----- -- - _ - 1. . . , "' I . k - ` 1 .. ,�, }j•:1 3 V, '^ „ . Yaz S . "� - '",�,- 7\IrQ,1II*o of f 4/�� I:3II . . S'C3u Q �! aiLSi. ....... . APPLICANT TO CO1yiPLETE & SUBMIT WITH PERMIT APPLICATION • __ . �hP501u 41 $ ca.}ps , �{)¢�[:'(iuirlc to lYaar!L=Uris7rllL't1llll ut.FIi� ll Ttind Arcus: !!(I»r�& ))%rnd Zone ,�()¢'C Gtridc� la )Yood Corrs'tr2rc%iorr irr Kis/r JVirrd Areus: I U n2plr !find torte ._� ._,_ II . . _�-�w ;�c::9#..11_A.'... . Vlass,�c husetts Checklist klist for C mpiiance (7p C,'4;1R$301...Z..1.1 . , � (ViaSSaCIhtlSettS C1eciclist fQI' C()Itlplance (7sgCn-ltzs3Ql.2.l.1 ' t IJ Checl, , ... ......._k . . . .; _._ r-1.-�. ... ..... _.._._. Compliance o 16d common nails] .. .... ... ....... Tables i' ,., Loadbearing Wa - .., dlSh � itvq r,_Nvt/Vi_ P K,vcoh - 1.1 N _ �� Loadbea o F .k:'. 1 C t' 't?. r _..._. Wind Speed 3-sec. ust g Wal onnec ions ____.._,-•._.__. (Table 8). i:Clair_- NL/cl�it { 9 )................. ort Lateral(no.of 16d common nails). _ (xCo...SU1=1 t. w�V T . .......... . Wind Exposure Category.....:....... __,,.••_.,•.._._•,•. 8 Load Searing Wall Openings(reco d f r est opening but check all openings for complian�� to Table 9) ......................... Ser .. .. ,.. ..., n - -_ -_ I x4 _K 1_Lt_ 1`50AR_.. 1.2 Plate Sp -......... ... .. .................................. ..... ........... in ... APPLICABILITY s Table 9). �i' I Silla an .. n , J�,ie4- L.: - Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a sto Full Height Studs (no.of studs).................... , .......(Table 9)._ _ _r____..-.__...____. ry)_J.._L 5 ss1212 a - Roof Pitch ... .......(Fig 2). stories 9 ..... ,V ? Mean Roof Height ......................................................... Non-Load gearing_Watt Openr (record l get opening but check all openings for comp�',ncR'�Table 9) I {Fig 2) ....................... er Spans.. j.. .....,. .. (Table 8) 5 rdt bl ) 1 Build 1l ft 5 33' Head 1 � � art. 12' -; ... . .................................................. ..............._................. . Sill Plate S ,............ ........._... ....,..............,......... ....,.NN.. ... ... -i s _ +r ri. POST � 57� i h [Fi9 3)• ft 5 80' Pa .Ta _ 0. - . _._ .... Bull VA ,_ .. - - ng W W ............... t ns e 9 ._. ding Length, L .......................................... Fi 3 _............. Ijs, -- ht Studs no:of studs . . . (Table 9 .. 2" ` ,VW ? -[ 9 )• . ............ ........ ft 5 80 Full Heig ( )-. . . . .._. ..( �). .. ,.,... .,..,....._....,.. . ..,........... ., _ - -•,it 4 . , Building Aspect Ratio(LW) ....(Fig 4)..-__....__ __ s 3: Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously.:. Nominal Height of Tallest Opening2 .............. .................(Fig 4). .... 4 6�g- Minimum Building Dimension,W' . . ,• .' _. - 6 +, 1.3 FRAMING CONNECTIONS -� Nominal Height-of Tallest Opentng2 - - •-' - •.- ,Q,een Pv - .8. ? - g ns...... ........ .( I ••----.....-•-••-------•--_.........................._..... EdeetNailgSpacing.....•. ........._.............. .....(Tab 410 0. no �)... . ......._..... PA ,,, 1 Li.LI I.--�-1--.,1.?,.I 1-..1,.__ ___=__ I. io 51_u%A%C X General com liance with framin connectio P Tab a 2)._ g .:.. .. to r to 4 if less ... in. . Re1d.NgH S'parJ99........................................(Table 10).....,........,....,-.....•--,................ _in. err! I 2.1 . DUN. ATI Sheat Connection no.of 16d common nails)Tabte 10). .......... ................................ I _�. __ _________- Fo a ire s o C&,, 104.1 ce ti ..................... .....I........ F O Wa ( ., once ion Its meting requ' meat f 78. __- � Concrete................ Per �t F 11 height Sheathlnm•-9 f .W (Table 1 9-• 6$'( esion Concepts) ........ o� Iq Concrete Mason A'0.... t! �p o bona r -.., 0 f d ,. . .:_.�m,..:-- ....................... _ , . rY �U T �.. si:no i�d Maxirriurri Building Dimension LS / . _._.___ ._�_..._. __ .._._ eigh f Ta eet Ope ngZ ........... ....... ... .. ..... . ... 8 n a penrn Ii Nominal H t o ll ni ...4+•0 d4.o 01 t/ ? - � ,.o' K I Tj U��( t ii t 2.2 ANCHORAGE TO FOUNDATION 3 S athin pe. 9 Y 5/8 Anchor Bolts imbedded or 518"Proprietary Mechanical,Anchors as an alternative in concrete only Edge Nail Spacing.....................................:...(Table i 1 or note 4 if less) ................ _In. i' Bolt Spacing-general.............................:......... .('iable4)._........__........._....... in_ Field Nail Spacing. ..... ............................(Tablell).,,. ........,........:..........-„ �ir1, _lt�A ' i _. __._., _ Spa ng ate ......................... (Fig _ _ ails .:.... .......,...,.... f df ' t ,� J_:_._. P Bolt ci Tom en orn of I t 5)--• ;n_.s 6' 12' M'Q n(no )(Ta 1}.. P nt F athi able u She 1} .............. ... r/4 G`" ♦ ' �_V'4 - - T_hj1J ZKU_ C_ - Bolt Embedment-concrete..................................... (Fig 5) ercer nii-He ght il:,t3 16�d co !e i ... 1 in.z 7" g• -R .. . ,..,. S Co of moron n b - L!i olt Embedment-masonry.......:............................ g 5). ......_......_...._........_..._...... _' _ 5%Additional Sheathing for WaN with Opening>6'8'(Design Concepts). ... �,,. - _ x. . " - WT 4kttq.�GtSi•r� ;_..... Plate Washer........................................ ................ .(Fig 5). ....------....._............_.._.....-. Z 3'x 3-x'/.' Wall Cladding .._. ._ - 3 Sl>� Rated for Wind Speed?....................................................................................... ..,...-..,....... ..,... .. ""' .,. ,;.. _... ._ _. .1 FLOORS ,.. _ j Floor framing member spans checked .............. per 780 CMR Chapter 55j ._......... 5.1 R FS' { ! OQ -- r V �7 t T PAR pos Ope n9 D Fi 6 . . t --- ; 2 $-.._paU _ ._5"Z ( g j•.....:...................................... ft 5 12' Roof framing member spans checked?................_......(For Rafters use AWC Shan Toot.'see BBRS Websita) ....,.�,, t, - - m-_____��_ i�SJ-W*.._ s..._..... f "" -- - CctV.; -- Full'HeightFWall Studs at FI or Openings less than 2'from 1=xterior Wall Fi 6 ,-,,,,, .- ,•-,,,-••-, „-.•.,.,• ,-, .,, „ , .,,,,, ' T " ) Roof Oyefian . Fi ure a _+ TiE�� .ie-►. + - ( 9 ).... g g 19). (�. smattearaf2 orU3 • ! s ari n) _ Maximum Floor Joist Setbacks _ Cx _..T.lt'' 14h44 + kr3 Tru s or Rafter Connections at Loadbe ng Walls " "" LTA: Suppo ing Loadbe ring Vlfalls or Shearvvatl............... Fi 7 /` . Q 9 - s r U Co ,:,_,I -.�t_I..NI.4I...-,_ a1 1,,_(. I. pC r - _--- pti ..nec..,.. ..... ....................... (Table 12) ...._..,......,................. •.. --- �(�plf Lx l r:- t C ( ) d P opriet h tors II rt a -- _C K i5t„"t S Su ortingrLoadbe . - -- , pp a s or arwall.............. Fi 8 I -- ... :._.. .: �5 l .. ( 9 j.............. f' ft Lateral........._..,.... (Table 1.2) .... ......„ ...... .......L- -% Ma Floor Joists acing W ll She plf N { _ _,.... .., - ... Floor Bracing at Endwalls..........................................•.... .(Fig 9). ..............................._.................... ......._. Shear...._.........._. ...........,..............(Table 12). ...... . ................... .........S- plf -x ._ YY!! i ,., ., . ___ �. _---.... . - Floor Sheathing Type .................................................... per 780 CMR Chapter 55)........_.._...... dge trap Co ons�,if collar ties not used per page 21...Table�l�j. .........�...,...T-_jam Ptf �� r''"', P I f ? (pe CMR Chapter 55` ................ Gable Rake Outlooker.... . . .. ........ .... .... ( gufe 20) s smaller of 2'or L/2 0o S a t ;: . ""'" Floor Sheathing Fasten ng........ Q'"1►1A.1f.1sOd c 5...(Tab!2 . '"_d nails at _in.edge rn - - .. ...... . j7I 1� ? i - - ) •_ __ _ _in field _ coons at Non-Loadbearing Waits -. .a Truss ne -. I ` I _ _ ;✓ - P prietary Connectors ' x ? ! Y �- S1.�A.,.�' C B$Q 4�1 S1-0 G -. ... 4.1 WALLS .... ..... .. ................... ..,. =f, * . . ................. ,� I . `�'., C U(�'N�N �- . 1 0- l_'. I ,�.�,4`� UNall Heights Cetera ( o f 8d common nay ) .Ir'{�L _ . L.lprstt':a:... .. ... .(Tebte. ) lJ .� I LoacJbearin ti 'ls, .. .:..... . .... Ib g"•walls........ .. . .(Fig 10 and Table 5 ... A 5 0' 1a T Non ea' :vvl ...- - ...... . )�...... .'�,�17 1 Roof Sheathing Type....�. .. a, .�........................�.....(pe $0 CMR Chapters:$ �59) . .: i M_ ___.. .... .. .......... ..........1.1j..... ft 5 20' . ....,. ... ........._.... ..., , . �.in. M6'WSP (Fig1 a Wall Stud Spacing ..........1...........................(Fig 0 an Table 5 i in 'c n'ess: .s. 2 •_--__..___....................................... F s &$ . _..._..., :.. f a I bGt*tf� •.r�E+ary Wall Story/(38f#seLs ( •Ig 7 ) • ......._............. _ft s0 ' Notes. ....................,.....,.......,. .., axle .., , ..,....,.......,..,. ._. Roof ea r � • �In� Q Roo.She ng Fas 2}•. th' teri ng T __ a 1. This checklist shall be met 1n its entire .exdu ption noted In 2 to comply with the+requirements of I s C:�C'V V ... 4.2 EXTERIOR WALLS afic xce i the Pe -- Wood Studls .780 CMR 5301.2,1,1•Item'1- If the cheddist Is met in Its entirety en the falibwing metal straps and hold downs are not - ........... - r q uide. Loadbearing walllls _.. . ab e..(T 1 'o).:.".:.. .. in Steel S W steer Figure 5G Non-Loadbearin walls......_....................... ..{Table 5)... ;,....._....... 'tt in. 20 Ga Stra s' er Figure.. ........... a ulred . a, Gable End Wall Bracing 1 ' / b 9 P P 9 1 c. Uplift Straps per Figure 14 i Full Height Endwall.Studs:...............:.........................(Fig 10)........._._......._._.......__.._......__._.............._.... WSP Attic Floor Length_... ..__. .(Fig 11 ft Z1N/3 S er a 17 • • . d All traps p Figur _...:..._, er S of p igur a and Fi ure 18b ' e.t Corn tud H d.powns er F e 18 g Gypsum Ceiling Length(if WSP not used).................{Fg'11)•_........_..._......_........_.__.._._.., ft 0.91N ! cepaon:Opening heights of up to 8 ft.shall be permitted when 5%Is added to the percent full-height sheathing and 2 x 4 Continuous Lateral Brace 6 IL o_cV_.(Fig 11 j..................... 15,�� requirements shown in Tables 10 and 1'1. or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking 4 fL spacing in end joist or truss bays X! e a minimum 2 In.nominal-thickness pressure treated#2-grade. &)Y?y R lta`t,'41:.tZ�t�y>" .. Double Top Plate I. Th tt at exterior sh . , .... Splice Lengthrj�' _ 'jPY•.............. . Fi 13 and Table 6 e oms en wa a _. . y2' t A�1-1i4�1., S�e�l - ... _ .. ( 9 ).............. .......... >ft r ------- Splice Connection(no.of 16d mmon nails) ....._._(Table 6). 4 .. . _ 6ee " s - .. . tz. _ _ - ._ �_ ,. M- _- - - - _ f [rS _..__ :ioi�Y 5 ` , -. _ ...._._ .__._ __________.-._.. _ , _ _ ,�. __ i. i: . . . .. r�tL{b 1 i WC t, __. _ ,, j �N'; kI j ` I f .w 674"_a 6'' �tG6G4 fi - ' I : 1, , . Ur3� 1"' Z,2�G. t .. C -� �.. w ; _. . _ . . . . . . _. .. I. I. . __._._.._�_- - ._-__.__.� .-.-_._._.-___.._ ._ .. ....... . . . ..... . +- - _-._ .._ : ,,.v_ ____-___-_--__- _ .. _. ... _ .. .. _.. ... _.. -- _. ,_,.•._.,.m. .. _,. ._.__._...__,. .. :. .. �•- 1 - .. ._ ___r. . �- c . ._.,,.•.......... ...... .... ._ ..... ..__ . . .. ....... 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' ! __ _ .. _ 4' Au,. t ++✓,4 t _..._,.. _.. .. -- 4 5 3 5 Plu ne 's L s -- - - --._----.-- .. .._. _.__. L �. Deck !1 ._- .t �..._. _ " _._ G n Y n t ns _ _._.-_ K'tct a I' �jC51`•J0"rC j� (,,).'�C�[-.-, y_" Ql -( f� Centerville.MA.02632 Bathrooms is - .. . A4 NUMBER _ _. R&Meow ;w ivL`C _______.__.__�.,__